Canal Choloque DWG Block for AutoCAD

Canal Choloque DWG Block for AutoCAD

flat vertical drop is found; catchment; plant; profile; bridge and side inlet

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

Special project, N.m., Var., Var., Plant, Scale, section, Contracting board, Water stop, Sealer, Detail, Contracting board, Water stop, Sealer, Detail, section, Scale, Affirmed, section, Scale, Scale, Cord of, With water, Surface in contact, Elastomer, Sealer, Detail to ‘, section, Scale, section, Scale, Affirmed, Stop of, Seal water, Surface in contact, With water, Sealer, Elastomer, Scale, Contracting board, section, Scale, Detail to ‘, Cord of, Scale, Sunbed, Sealer, Detail, Elastomer, Backing, Start, Final, Location, Elastomer, Vertical, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de ancash, Vertical, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Type plot plot, Esc., Takeover, Cut, Mortar coating on floor walls, Coso floor with polishing acne, Neoprene water stop seals of, Technical specifications, Walls coso, Steel reinforcement steel, Plant, Flat sheet of plain, Walls coso, Technical specifications, Fluffy angle, Card type gate door, Coso floor with polishing acne, Cut, Simple concrete in c, Cut, Plate sheet of, Angle, Card type gate, Simple concrete in c, Corrugated iron, Concrete shavings m., Shaft, Cut, Neoprene water stop neoprene, Plant, Corrugated iron, Plate blade, Angle, Shaft, Corrugated iron, Buried concrete barge m., Cut, Shaft, Slab of maneuver, Corrugated iron, Catchment, Start of stroke, Beating, Gate with worm-type lifting system, Sheet of sheet sheet, Choloque channel, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Topographic profile, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Topographic plant esc:, Topographic plant esc h: esc v:, Vertical drop, Km., Designer:, Cad drawing:, District:, Province:, Department:, Lamina nº:, Terrain level, Level slope, Height cut, Filling height, Progressive, Side socket, Side socket, Side socket, Side socket, Pedestrian bridge, Pedestrian bridge, Pedestrian bridge, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, Typical section esc:, Topographic profile, Plane:, Project:, Chestnut, Municipality, Provincial, Of casma, Ancash, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Observe, Trapezoidal channel, Nf, Bl., Type of channel, Progressive, Type, C. Geometric, Secc, Hydraulic characteristics, Curved elements, Epcctn, Rcmpb, Platform excavation channel box on natural terrain, Fill compacted with loan material for base, Epccmc, Profiled excavation of channel box in compacted material, Legend, Delivery of waste, Fallen, Pending, Var., Pedestrian bridge, Flow, Road service, Service path, Var., Cord of, Sealer, Elastomer, Surface in contact, With water

Raw text data extracted from CAD file:

PROYECTO ESPECIAL .20 H B H .20 .60 .60 .20 L1 1.10 L2 LT L1 .20 .60 .20 .20 .20 H B H .60 .20 .20 .20 .25 1.00 L3 .25 .25 B1 .15 .15 B2 L1 .85 .25 1.00 L3 H3 H2 H4 H1 .20 .60 .30 .50 .20 .30 .50 .25 LT L1 .50 .20 .60 .20 .30 .20 H .60 B1 B2 0.60 .50 .15 .60 .15 B1 1.00 .50 .25 H2 .25 .25 .50 .30 .075 1" 1/2" 0.40 0.15 .20 B2 B1 .50 H .30 .20 0.25 H1 .30 .50 H4 .10 .10 .20 .50 H .60 .60 .10 .20 .30 0.60 .50 B1 .10 0.25 0.20 1" 1/2" .15 B1 .25 .50 H2 H3 H4 .20 .30 0.40 B2 .50 .10 .25 .25 .075 0.60 1" 0.15 0.10 0.20 1/2" 0.20 .25 H .38 E D C D U I A D 1857 L L S O N O T E R E .40 1.00 1.00 .50 .49 1.00 .30 .30 1.80 .60 1.00 .20 1.00 1.00 .20 3.00 4.00 1.00 .50 1.00 1.00 4.00 1.00 1.00 .20 .40 1.00 .20 .20 .20 .60 .150 1.00 5.00 .40 3.00 3.00 .40 .20 .150 .50 .50 .50 .151 1.00 .150 .95 .20 .20 .30 .30 .50 .20 .50 .20 .50 N.M. \A1;5 \A1;.10 3.50 3.00 1.50 .25 .50 .50 .25 .15 2.00 .55 .80 var. \A1;.80 \A1;0.15 \A1;.50 \A1;.40 \A1;L=2.00m \A1;.10 \A1;.15 \A1;.75 \A1;.75 \A1;.20 \A1;0.80 \A1;.20 \A1;.55 \A1;.50 \A1;.40 \A1;1.00 \A1;.20 .20 .20 Z x D b Z x D VAR. 0.60 A 1.20 \A1;1.95 \A1;.20 \A1;3.50 \A1;VAR. \A1;.20 \A1;.50 \A1;.15 \A1;.40 \A1;B \A1;1.69 \A1;.30 \A1;1.00 \A1;.150 \A1;.20 \A1;d \A1;.20 \A1;1.80 \A1;.60 \A1;.40 \A1;.20 \A1;1.00 \A1;.30 \A1;4.30 \A1;.30 \A1;1.00 \A1;Ø \A1;.50 \A1;Ø+.10 \A1;.50 \A1;.40 \A1;Var. \A1;.30 \A1;.30 \A1;.15 .075 .100 .025 \A1;2.45 .200 \A1;H \A1;1.30 \A1;2.00 \A1;2.30 \A1;1.70 \A1;.50 \A1;5.80 \A1;Var. \A1;.40 \A1;1.00 \A1;.30 \A1;.40 \A1;2.40 \A1;1.30 \A1;.60 \A1;.40 \A1;.20 \A1;.60 \A1;1.00 \A1;1.70 \A1;1.00 \A1;.40 \A1;.19 \A1;.50 \A1;.80 \A1;.40 \A1;1.00 \A1;4.50 \A1;L1 1.93 .27 .80 .27 1.72 B 1.27 .27 .73 .33 30° \A1;0.075 m \A1;1/2" \A1;1" 2 2 3 3 E J E C A N A L 4 4 5 5 6 6 1 1 B A C 5 H B H 5 5 5 5 L1 1.10 L2 LT L1 5 5 5 5 5 H B H 5 5 <> 5 5 5 L3 5 5 B1 5 5 B2 PLANTA ESCALA : 1/100 ESCALA : 1/100 SECCION 1-1 RE RE RE L1 5 5 5 L3 H3 H2 H4 H1 5 5 5 5 5 5 1 1 5 5 LT L1 5 5 5 JUNTA DE CONTRACCION WATER STOP 9" SELLADOR DETALLE A JUNTA DE CONTRACCION WATER STOP 9" SELLADOR DETALLE A D B A C E .20 .30 .20 H .60 B1 B2 SECCION 2-2 RE L C 0.60 .50 .15 1 1 .60 A ESCALA : 1/75 Afirmado RE .15 1 1 D .05 1 B1 1 SECCION 5-5 1.00 1 1 1 L C ESCALA : 1/75 .50 .25 RE H2 .25 1 .05 .25 .50 RE .30 E C B .075 ESCALA : 1/5 Cordón de 1" 1/2" con Agua Superficie en Contacto Elastomerico Sellador DETALLE A' 0.40 0.15 .20 B2 B1 SECCION 3-3 ESCALA : 1/75 .50 RE 1 0.5 H .30 .20 0.25 H1 .30 L C RE 1 0.5 .50 H4 .10 D A .10 .20 .50 RE H .60 SECCION 6-6 .60 .10 RE 1 1 1 1 C L ESCALA : 1/75 .20 .30 RE 0.60 .50 C Afirmado B1 .10 0.25 0.20 1" 1/2" Stop de 9" Junta Water Superficie en Contacto con el Agua Sellador Elastomerico ESCALA : 1/10 JUNTA DE CONTRACCION .15 B1 .25 .50 RE .05 1 H2 H3 H4 .20 .30 0.40 B2 .50 RE C L SECCION 4-4 ESCALA : 1/75 1 .05 .10 .25 .25 A B .075 Detalle A' 0.60 Cordón de ESCALA : 1/10 Solado Sellador 1" 0.15 0.10 0.20 1/2" 0.20 DETALLE A Elastomerico Respaldo 1 1/4" Respaldo 1 1/4" .25 H 5 Nº INICIO FINAL B B1 B2 H H1 H2 H3 H4 L1 L2 L3 LT A B C D E 01 0+287.37 0+295.37 0.80 2.90 2. 6 0 0.50 1.40 1.850 1.000 2.850 3.000 2.500 1.500 8.000 186.80 185.40 185.08 187.80 186.08 02 0+722.69 0+730.69 0.80 2.90 2.60 0.50 1.40 1.850 1.000 2.850 3.000 2.500 1.500 8.000 183.38 181.98 182.38 184.38 183.38 UBICACION N I V E L ES (m.s.n.m.) D I M E N S I O N E S (m) ELASTOMERICO ELASTOMERICO \C98;CAIDA VERTICAL PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PC-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH - I ETAPA" \C98;CAIDA VERTICAL PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PC-02 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- I ETAPA" TOMA PARCELARIA TIPO ESC. 1/25 ESC. 1/50 TOMA DE CAPTACION CORTE A-A RECUBRIMIENTO : Mortero C-A : 1:3 en muros y piso PISO : CoSo f'c=175 kg/cm2 con acbado de pulido JUNTAS : Water Stop de neopreno de 6" ESPECIFICACIONES TECNICAS MUROS : CoSo f'c=175 kg/cm2 ACERO : Acero de refuerzo f'y=4200 kg/cm2 5 PLANTA B 5 A b (Variable) 5 Q A 5 B 5 5 Hoja de platina de FoFo e = 3/16" MUROS : CoSo f'c=140 kg/cm2 ESPECIFICACIONES TECNICAS Angulo de FoFo 1" x 3/16" COMPUERTA : Compuerta tipo tarjeta PISO : CoSo f'c=140 kg/cm2 con acbado de pulido 5 CORTE B-B 5 .075 5 CONCRETO SIMPLE F'C 140 KG/M2 5 CORTE A-A a=0.25 x h=0.22 HOJA DE PLATINA DE e=3/16" 5 5 ANGULO 1"x3/16" COMPUERTA TIPO TARJETA CONCRETO SIMPLE F'C 140 KG/M2 5 5 Ø 3/8 @ 0.175m FIERRO CORRUGADO Barraje de concreto H=0.25 m. EJE F°F° d1¼" CORTE B-B 5 5 b (Variable) 5 5 .075 .075 5 5 5 5 5 JUNTA WATER STOP DE NEOPRENO DE 6" PLANTA B B A A C Ø 3/8 @ 0.175m FIERRO CORRUGADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HOJA PLATINA ANGULO F°F° 3/16"x1½" 0.50x0.60m. e=3/16" EJE F°F° d1¼" Ø 3/8 @ 0.15m FIERRO CORRUGADO 5 5 5 5 5 5 Barraje de concreto enterrado H= 0.25 m. 5 5 C 5 5 CORTE C-C EJE F°F° d1¼" 5 .50 5 5 5 5 LOSA DE MANIOBRA KM 0+000 .50 5 5 5 Ø 3/8 @ 0.175m FIERRO CORRUGADO BM 4000 3999 3998 3997 3996 CAPTACION Inicio del Trazo \W1.10000x;\T1.05000;QUEBRADA PALLCA COMPUERTA CON SISTEMA DE IZAJE TIPO GUSANO HOJA DE PLANCHA LAMINAR e=3/16" h=0.60 x a=0.50m \C98;captacion: canal choloque PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PCP-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- ETAPA" N=8'942,600m. 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+650 PC: 0+018.36 PT: 0+036.71 PC: 0+064.67 PT: 0+084.31 PC: 0+136.54 PT: 0+156.27 PC: 0+208.85 PT: 0+213.99 PC: 0+238.19 PT: 0+243.34 PC: 0+244.59 PT: 0+251.34 PC: 0+324.40 PT: 0+333.88 PC: 0+358.19 PT: 0+368.66 PC: 0+429.63 PT: 0+450.51 PC: 0+493.87 PT: 0+498.23 PC: 0+502.51 PT: 0+507.05 PC: 0+532.03 PT: 0+537.60 PC: 0+537.60 PT: 0+541.80 PC: 0+651.27 184.00 185.00 187.00 188.00 188.00 188.00 183.75 184.25 184.50 184.75 184.75 184.75 185.25 185.50 185.75 186.25 186.50 186.75 187.25 187.25 187.25 187.25 187.50 187.50 187.50 187.50 187.75 187.75 187.75 187.75 188.25 188.25 188.50 188.50 184.00 185.00 186.00 187.00 188.00 188.00 188.00 188.00 184.25 184.50 184.75 184.75 184.75 184.75 185.25 185.25 185.50 185.75 186.25 186.50 186.75 187.25 187.25 187.25 187.50 187.50 187.50 187.50 187.50 187.50 187.75 187.75 187.75 188.25 188.50 188.50 N=8'942,700m. N=8'942,500m. N=8'942,400m. N=8'942,200m. N=8'942,100m. N=8'942,600m. N=8'942,700m. N=8'942,500m. N=8'942,400m. N=8'942,200m. E=810,200m. E=810,300m. 182 184 186 188 0+000 187.40 0+020 187.39 0+040 187.33 0+060 187.23 0+080 187.13 0+100 187.03 0+120 186.94 0+140 186.83 0+160 186.70 0+180 186.55 0+200 186.40 0+220 186.25 0+240 186.10 0+260 185.95 0+280 185.90 0+300 185.66 0+320 185.21 0+340 185.17 185.21 0+380 185.02 0+400 184.83 0+420 184.64 0+440 184.56 0+460 184.52 0+480 184.47 0+500 184.37 0+520 184.17 0+540 183.98 0+560 183.89 0+580 183.81 0+600 183.72 0+620 183.63 0+640 183.54 0+660 183.44 -0.40% -0.40% 187.55 187.4 187.35 187.28 187.1 187.02 186.90 186.80 186.60 186.55 186.40 186.20 186.10 185.90 185.65 185.60 185.35 185.20 185.0.3 184.90 184.75 184.60 184.58 184.35 184.20 184.12 183.99 183.9 183.80 183.60 183.58 183.30 183.15 0.03 0.01 0.04 0.03 0.10 0.05 0.10 0.01 0.01 0.12 0.17 0.05 0.01 0.12 0.05 0.24 0.29 0.15 0.01 0.02 0.05 0.00 0.00 0.39 0.18 0.01 0.07 0.11 0.04 0.06 0.01 0.01 181 183 185 187 \C98;PLANTA y perfil TOPOGRÁFICO PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PP-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH-I ETAPA" PLANTA TOPOGRÁFICA ESC: 1/1,000 PLANTA TOPOGRÁFICA ESC H: 1/1,000 ESC V: 1/100 CAIDA VERTICAL N°01 KM. 0+290 ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: DISTRITO: PROVINCIA: DEPARTAMENTO: LAMINA Nº: FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: 182 184 186 188 181 183 185 187 COTA TERRENO COTA RASANTE ALTURA CORTE ALTURA RELLENO PROGRESIVA PI-01 PI-02 PI-03 PI-04 PI-05 PI-06 PI-07 PI-08 PI-09 PI-14 TOMA LATERAL N°01 KM 0+180 TOMA LATERAL N°02 KM 0+350 PI-10 PI-11 PI-12 PI-13 TOMA LATERAL N°02 KM 0+560 TOMA LATERAL N°01 TOMA LATERAL N°02 TOMA LATERAL N°03 PUENTE PEATONAL N°02 KM 0+640 PUENTE PEATONAL N°01 KM 0+270 PUENTE PEATONAL N°02 PUENTE PEATONAL N°01 0.80 1.80 CT = 85.34 CR = 186.67 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.87 m2 3.51 m2 CT = 85.34 CR = 186.75 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.07 m2 3.01 m2 CT = 85.34 CR = 186.11 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.08 m2 3.03 m2 CT = 185.66 CR = 185.07 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 3.63 m2 2.79 m2 CT = 187.03 CR = 186.83 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.09 m2 2.79 m2 CT = 185.95 CR = 186.19 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.45 m2 2.85 m2 CT = 187.13 CR = 186.91 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.44 m2 2.79 m2 CT = 186.10 CR = 186.27 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.52 m2 2.87 m2 CT = 187.23 CR = 186.99 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.70 m2 2.79 m2 CT = 187.33 CR = 187.08 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.96 m2 2.79 m2 CT = 187.39 CR = 187.15 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.71 m2 2.79 m2 CT = 187.40 CR = 187.23 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.71 m2 2.79 m2 CT = 186.70 CR = 186.59 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.59 m2 2.79 m2 CT = 186.55 CR = 186.51 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.30 m2 2.79 m2 CT = 186.40 CR = 186.43 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 2.79 m2 2.79 m2 CT = 186.25 CR = 186.35 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.56 m2 2.81 m2 CT = 185.21 CR = 184.99 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 2.00 m2 2.79 m2 CT = 185.17 CR = 184.91 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.75 m2 2.79 m2 CT = 185.21 CR = 184.83 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 2.11 m2 2.79 m2 CT = 185.02 CR = 184.75 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.79 m2 2.79 m2 CT = 184.83 CR = 184.67 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.51 m2 2.79 m2 CT = 184.64 CR = 184.59 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.28 m2 2.84 m2 CT = 184.56 CR = 184.51 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.92 m2 2.93 m2 CT = 184.52 CR = 184.43 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.00 m2 3.01 m2 CT = 183.72 CR = 183.87 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.48 m2 3.93 m2 CT = 183.63 CR = 183.79 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.47 m2 3.99 m2 CT = 183.81 CR = 183.95 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.49 m2 3.89 m2 CT = 183.89 CR = 184.03 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.50 m2 3.86 m2 CT = 183.98 CR = 184.11 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.49 m2 3.82 m2 CT = 184.17 CR = 184.19 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.76 m2 3.34 m2 CT = 184.37 CR = 184.27 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.96 m2 3.22 m2 CT = 184.47 CR = 184.35 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.13 m2 3.09 m2 CT = 183.54 CR = 183.71 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.46 m2 4.07 m2 CT = 183.44 CR = 183.63 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.39 m2 4.10 m2 185.80 Z=2 SECCION TIPICA ESC: 1/10 0+020.00 184 188 -8 -4 0 4 8 0+040.00 184 188 0+060.00 184 188 0+080.00 184 188 0+100.00 184 188 0+120.00 184 188 -8 -4 0 4 8 0+140.00 184 188 -8 -4 0 4 8 0+160.00 184 188 0+180.00 184 188 0+200.00 184 188 0+220.00 184 188 0+240.00 184 188 0+260.00 184 188 0+280.00 184 188 0+300.00 184 188 0+320.00 184 188 0+340.00 184 188 0+360.00 184 188 0+380.00 184 188 0+400.00 184 188 0+420.00 184 188 0+440.00 184 188 0+460.00 184 188 0+480.00 184 188 0+500.00 184 188 0+520.00 184 188 0+540.00 184 188 0+560.00 184 188 0+580.00 184 188 0+600.00 184 188 0+620.00 184 188 0+640.00 184 0+660.00 180 184 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 0+000.00 184 188 -8 -4 0 4 8 \C98;PLANTA y perfil TOPOGRÁFICO PLANO: PROYECTO: ST-01 CASMA CASMA MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH 1/250 M&M Mayo 2012 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- I ETAPA" EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 OBSERV. (m.) (m.) (m2) Canal Trapezoidal Nf. bl. R A TIPO DE CANAL PROGRESIVA TIPO C. GEOMETRICAS (m/m) (m/s) (m.) (m.) (m3/s) (m.) (m./m.) (m.) (m.) 0+000.00 0+660.00 CT - 01 (m.) e Z b B H A SECC. DE n T y V S Q CARACTERISTICAS HIDRAULICAS 0.80 1.80 1.00 2.00 2.00 0.075 0.004 0.014 0.75 1.55 2.27 0.00 0.88 0.36 0.25 PC PT PI E F C R R B B/2 B/2 ELEMENTOS DE CURVA 0.40 EPCCTN RCMPB EXCAVACION DE PLATAFORMA Y CAJA DE CANAL EN TERRENO NATURAL RELLENO COMPACTADO CON MATERIAL DE PRESTAMO PARA BASE EPCCMC EXCAVACION Y PERFILADO DE CAJA DE CANAL EN MATERIAL COMPACTADO LEYENDA 5 ENTREGA DE DESAGUE 184.62 CAIDA N°01 185.30 184.50 PENDIENTE 5.8% 6.43% 3.33% 7.62% 5.71% 7.5% 0.05 0.00 0+360 5 0.80 5 5 5 5 1 z 1.00 5 B D C 5 5 Z x D b Z x D VAR. 0.60 A 1.20 PUENTE PEATONAL (A) (B) (D) A A B B C C D D L C FLUJO CAMINO SERVICIO 5 3.50 CAMINO DE SERVICIO 5 5 5 5 5 5 5 5 5 5 var. Re 5 0.15 5 5 1 z Re L=2.00m A 1 1 1 0.5 5 5 G' 5 5 0.075 m Cordón de Sellador Elastomerico Superficie en contacto Con el Agua DETALLE 01 1/2" ESC. 1/5 1" 4 1 3 1 PLOTEAR 1/100 EJE CANAL A B C 4 3 5 5 5 VAR. 5 5 5 PLANTA GENERAL ESCALA 1/100 E RE B A C L 5 B 5 5 5 5 5 d 1 .5 5 Terreno Natural Tuberia de PVC. " d " RE D E 1 .5 1 .5 5 5 5 5 2 2 5 5 5 5 5 SECCION 1-1 ESCALA 1/50 SECCION 2-2 ESCALA 1/50 G' RE Ø 5 Ø+.10 5 5 Var. 5 5 .15 1 .5 SECCION 3-3 ESCALA 1/50 5 5 5 DETALLE 02 ESC. 1/20 5 5 G' Respaldo 1 1/4" .5 1 Z 1 RE Izaje Manual Compuerta Metalica Plana C A B D E VER DETALLE 01 Terreno Natural Tuberia de PVC Dado de Concreto f'c=100 Kg/cm² SECCION 4-4 ESCALA 1/50 H 5 5 <> 5 5 5 Var. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L1 EJE CANAL A B C 5 5 5 5 5 B 5 PLANTA TOMA ESCALA 1/75 VER DETALLE 02 5 5 5 5 \C98;TOMA LATERAL PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: TL-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- I ETAPA"

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

Special project, N.m., Var., Var., Plant, Scale, section, Contraction board, Water stop, Sealer, Detail, Contraction board, Water stop, Sealer, Detail, section, Scale, Affirmed, section, Scale, Scale, Cord of, With water, Surface in contact, Elastomer, Sealer, Detail to ‘, section, Scale, section, Scale, Affirmed, Stop of, Seal water, Surface in contact, With water, Sealer, Elastomer, Scale, Contraction board, section, Scale, Detail to ‘, Cord of, Scale, Sunbed, Sealer, Detail, Elastomer, Backing, Start, Final, Location, Elastomer, Vertical, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de ancash, Vertical, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Type plot plot, Esc., Take-over, Cut, Mortar coating on floor walls, Floor coso with polishing acbado, Neoprene water stop seals of, Technical specifications, Walls coso, Steel reinforcement steel, Plant, Flat sheet of plain, Walls coso, Technical specifications, Fluffy angle, Door handle type card, Floor coso with polishing acbado, Cut, Simple concrete in c, Cut, Plate sheet of, Angle, Card type gate, Simple concrete in c, Corrugated iron, Concrete shavings m., Shaft, Cut, Neoprene water stop neoprene, Plant, Corrugated iron, Plate blade, Angle, Shaft, Corrugated iron, Buried concrete barge m., Cut, Shaft, Slab of maneuver, Corrugated iron, Catchment, Beginning of the stroke, Beating, Gate with worm-type lifting system, Sheet of sheet sheet, Choloque channel, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Pt:, Pc:, Topographic profile, Plane:, Project:, Designer:, Cad drawing:, Chestnut, District:, Chestnut, Province:, Department:, Lamina nº:, Municipality, Provincial, Of casma, Ancash, Indicated, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Topographic plant esc:, Topographic plant esc h: esc v:, Vertical drop, Km., Designer:, Cad drawing:, District:, Province:, Department:, Lamina nº:, Terrain level, Level slope, Height cut, Filling height, Progressive, Side socket, Side socket, Side socket, Side socket, Pedestrian bridge, Pedestrian bridge, Pedestrian bridge, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, M.s.n.m., Epcctn, Rcmpb, Typical section esc:, Topographic profile, Plane:, Project:, Chestnut, Municipality, Provincial, Of casma, Ancash, May, Of the water service of the irrigation system, Of the sector choloque del valle san district of, Province of de, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Epccmc, Observe, Trapezoidal channel, Nf, Bl., Type of channel, Progressive, Type, C. Geometric, Secc, Hydraulic characteristics, Curved elements, Epcctn, Rcmpb, Platform excavation channel box on natural terrain, Fill compacted with loan material for base, Epccmc, Profiled excavation of channel box in compacted material, Legend, Delivery of waste, Fallen, Pending, Var., Pedestrian bridge, Flow, Road service, Service path, Var., Cord of, Sealer, Elastomer, Surface in contact, With water

Raw text data extracted from CAD file:

PROYECTO ESPECIAL .20 H B H .20 .60 .60 .20 L1 1.10 L2 LT L1 .20 .60 .20 .20 .20 H B H .60 .20 .20 .20 .25 1.00 L3 .25 .25 B1 .15 .15 B2 L1 .85 .25 1.00 L3 H3 H2 H4 H1 .20 .60 .30 .50 .20 .30 .50 .25 LT L1 .50 .20 .60 .20 .30 .20 H .60 B1 B2 0.60 .50 .15 .60 .15 B1 1.00 .50 .25 H2 .25 .25 .50 .30 .075 1" 1/2" 0.40 0.15 .20 B2 B1 .50 H .30 .20 0.25 H1 .30 .50 H4 .10 .10 .20 .50 H .60 .60 .10 .20 .30 0.60 .50 B1 .10 0.25 0.20 1" 1/2" .15 B1 .25 .50 H2 H3 H4 .20 .30 0.40 B2 .50 .10 .25 .25 .075 0.60 1" 0.15 0.10 0.20 1/2" 0.20 .25 H .38 E D C D U I A D 1857 L L S O N O T E R E .40 1.00 1.00 .50 .49 1.00 .30 .30 1.80 .60 1.00 .20 1.00 1.00 .20 3.00 4.00 1.00 .50 1.00 1.00 4.00 1.00 1.00 .20 .40 1.00 .20 .20 .20 .60 .150 1.00 5.00 .40 3.00 3.00 .40 .20 .150 .50 .50 .50 .151 1.00 .150 .95 .20 .20 .30 .30 .50 .20 .50 .20 .50 N.M. \A1;5 \A1;.10 3.50 3.00 1.50 .25 .50 .50 .25 .15 2.00 .55 .80 var. \A1;.80 \A1;0.15 \A1;.50 \A1;.40 \A1;L=2.00m \A1;.10 \A1;.15 \A1;.75 \A1;.75 \A1;.20 \A1;0.80 \A1;.20 \A1;.55 \A1;.50 \A1;.40 \A1;1.00 \A1;.20 .20 .20 Z x D b Z x D VAR. 0.60 A 1.20 \A1;1.95 \A1;.20 \A1;3.50 \A1;VAR. \A1;.20 \A1;.50 \A1;.15 \A1;.40 \A1;B \A1;1.69 \A1;.30 \A1;1.00 \A1;.150 \A1;.20 \A1;d \A1;.20 \A1;1.80 \A1;.60 \A1;.40 \A1;.20 \A1;1.00 \A1;.30 \A1;4.30 \A1;.30 \A1;1.00 \A1;Ø \A1;.50 \A1;Ø+.10 \A1;.50 \A1;.40 \A1;Var. \A1;.30 \A1;.30 \A1;.15 .075 .100 .025 \A1;2.45 .200 \A1;H \A1;1.30 \A1;2.00 \A1;2.30 \A1;1.70 \A1;.50 \A1;5.80 \A1;Var. \A1;.40 \A1;1.00 \A1;.30 \A1;.40 \A1;2.40 \A1;1.30 \A1;.60 \A1;.40 \A1;.20 \A1;.60 \A1;1.00 \A1;1.70 \A1;1.00 \A1;.40 \A1;.19 \A1;.50 \A1;.80 \A1;.40 \A1;1.00 \A1;4.50 \A1;L1 1.93 .27 .80 .27 1.72 B 1.27 .27 .73 .33 30° \A1;0.075 m \A1;1/2" \A1;1" 2 2 3 3 E J E C A N A L 4 4 5 5 6 6 1 1 B A C 5 H B H 5 5 5 5 L1 1.10 L2 LT L1 5 5 5 5 5 H B H 5 5 <> 5 5 5 L3 5 5 B1 5 5 B2 PLANTA ESCALA : 1/100 ESCALA : 1/100 SECCION 1-1 RE RE RE L1 5 5 5 L3 H3 H2 H4 H1 5 5 5 5 5 5 1 1 5 5 LT L1 5 5 5 JUNTA DE CONTRACCION WATER STOP 9" SELLADOR DETALLE A JUNTA DE CONTRACCION WATER STOP 9" SELLADOR DETALLE A D B A C E .20 .30 .20 H .60 B1 B2 SECCION 2-2 RE L C 0.60 .50 .15 1 1 .60 A ESCALA : 1/75 Afirmado RE .15 1 1 D .05 1 B1 1 SECCION 5-5 1.00 1 1 1 L C ESCALA : 1/75 .50 .25 RE H2 .25 1 .05 .25 .50 RE .30 E C B .075 ESCALA : 1/5 Cordón de 1" 1/2" con Agua Superficie en Contacto Elastomerico Sellador DETALLE A' 0.40 0.15 .20 B2 B1 SECCION 3-3 ESCALA : 1/75 .50 RE 1 0.5 H .30 .20 0.25 H1 .30 L C RE 1 0.5 .50 H4 .10 D A .10 .20 .50 RE H .60 SECCION 6-6 .60 .10 RE 1 1 1 1 C L ESCALA : 1/75 .20 .30 RE 0.60 .50 C Afirmado B1 .10 0.25 0.20 1" 1/2" Stop de 9" Junta Water Superficie en Contacto con el Agua Sellador Elastomerico ESCALA : 1/10 JUNTA DE CONTRACCION .15 B1 .25 .50 RE .05 1 H2 H3 H4 .20 .30 0.40 B2 .50 RE C L SECCION 4-4 ESCALA : 1/75 1 .05 .10 .25 .25 A B .075 Detalle A' 0.60 Cordón de ESCALA : 1/10 Solado Sellador 1" 0.15 0.10 0.20 1/2" 0.20 DETALLE A Elastomerico Respaldo 1 1/4" Respaldo 1 1/4" .25 H 5 Nº INICIO FINAL B B1 B2 H H1 H2 H3 H4 L1 L2 L3 LT A B C D E 01 0+287.37 0+295.37 0.80 2.90 2. 6 0 0.50 1.40 1.850 1.000 2.850 3.000 2.500 1.500 8.000 186.80 185.40 185.08 187.80 186.08 02 0+722.69 0+730.69 0.80 2.90 2.60 0.50 1.40 1.850 1.000 2.850 3.000 2.500 1.500 8.000 183.38 181.98 182.38 184.38 183.38 UBICACION N I V E L ES (m.s.n.m.) D I M E N S I O N E S (m) ELASTOMERICO ELASTOMERICO \C98;CAIDA VERTICAL PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PC-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH - I ETAPA" \C98;CAIDA VERTICAL PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PC-02 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- I ETAPA" TOMA PARCELARIA TIPO ESC. 1/25 ESC. 1/50 TOMA DE CAPTACION CORTE A-A RECUBRIMIENTO : Mortero C-A : 1:3 en muros y piso PISO : CoSo f'c=175 kg/cm2 con acbado de pulido JUNTAS : Water Stop de neopreno de 6" ESPECIFICACIONES TECNICAS MUROS : CoSo f'c=175 kg/cm2 ACERO : Acero de refuerzo f'y=4200 kg/cm2 5 PLANTA B 5 A b (Variable) 5 Q A 5 B 5 5 Hoja de platina de FoFo e = 3/16" MUROS : CoSo f'c=140 kg/cm2 ESPECIFICACIONES TECNICAS Angulo de FoFo 1" x 3/16" COMPUERTA : Compuerta tipo tarjeta PISO : CoSo f'c=140 kg/cm2 con acbado de pulido 5 CORTE B-B 5 .075 5 CONCRETO SIMPLE F'C 140 KG/M2 5 CORTE A-A a=0.25 x h=0.22 HOJA DE PLATINA DE e=3/16" 5 5 ANGULO 1"x3/16" COMPUERTA TIPO TARJETA CONCRETO SIMPLE F'C 140 KG/M2 5 5 Ø 3/8 @ 0.175m FIERRO CORRUGADO Barraje de concreto H=0.25 m. EJE F°F° d1¼" CORTE B-B 5 5 b (Variable) 5 5 .075 .075 5 5 5 5 5 JUNTA WATER STOP DE NEOPRENO DE 6" PLANTA B B A A C Ø 3/8 @ 0.175m FIERRO CORRUGADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HOJA PLATINA ANGULO F°F° 3/16"x1½" 0.50x0.60m. e=3/16" EJE F°F° d1¼" Ø 3/8 @ 0.15m FIERRO CORRUGADO 5 5 5 5 5 5 Barraje de concreto enterrado H= 0.25 m. 5 5 C 5 5 CORTE C-C EJE F°F° d1¼" 5 .50 5 5 5 5 LOSA DE MANIOBRA KM 0+000 .50 5 5 5 Ø 3/8 @ 0.175m FIERRO CORRUGADO BM 4000 3999 3998 3997 3996 CAPTACION Inicio del Trazo \W1.10000x;\T1.05000;QUEBRADA PALLCA COMPUERTA CON SISTEMA DE IZAJE TIPO GUSANO HOJA DE PLANCHA LAMINAR e=3/16" h=0.60 x a=0.50m \C98;captacion: canal choloque PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PCP-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- ETAPA" N=8'942,600m. 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+650 PC: 0+018.36 PT: 0+036.71 PC: 0+064.67 PT: 0+084.31 PC: 0+136.54 PT: 0+156.27 PC: 0+208.85 PT: 0+213.99 PC: 0+238.19 PT: 0+243.34 PC: 0+244.59 PT: 0+251.34 PC: 0+324.40 PT: 0+333.88 PC: 0+358.19 PT: 0+368.66 PC: 0+429.63 PT: 0+450.51 PC: 0+493.87 PT: 0+498.23 PC: 0+502.51 PT: 0+507.05 PC: 0+532.03 PT: 0+537.60 PC: 0+537.60 PT: 0+541.80 PC: 0+651.27 184.00 185.00 187.00 188.00 188.00 188.00 183.75 184.25 184.50 184.75 184.75 184.75 185.25 185.50 185.75 186.25 186.50 186.75 187.25 187.25 187.25 187.25 187.50 187.50 187.50 187.50 187.75 187.75 187.75 187.75 188.25 188.25 188.50 188.50 184.00 185.00 186.00 187.00 188.00 188.00 188.00 188.00 184.25 184.50 184.75 184.75 184.75 184.75 185.25 185.25 185.50 185.75 186.25 186.50 186.75 187.25 187.25 187.25 187.50 187.50 187.50 187.50 187.50 187.50 187.75 187.75 187.75 188.25 188.50 188.50 N=8'942,700m. N=8'942,500m. N=8'942,400m. N=8'942,200m. N=8'942,100m. N=8'942,600m. N=8'942,700m. N=8'942,500m. N=8'942,400m. N=8'942,200m. E=810,200m. E=810,300m. 182 184 186 188 0+000 187.40 0+020 187.39 0+040 187.33 0+060 187.23 0+080 187.13 0+100 187.03 0+120 186.94 0+140 186.83 0+160 186.70 0+180 186.55 0+200 186.40 0+220 186.25 0+240 186.10 0+260 185.95 0+280 185.90 0+300 185.66 0+320 185.21 0+340 185.17 185.21 0+380 185.02 0+400 184.83 0+420 184.64 0+440 184.56 0+460 184.52 0+480 184.47 0+500 184.37 0+520 184.17 0+540 183.98 0+560 183.89 0+580 183.81 0+600 183.72 0+620 183.63 0+640 183.54 0+660 183.44 -0.40% -0.40% 187.55 187.4 187.35 187.28 187.1 187.02 186.90 186.80 186.60 186.55 186.40 186.20 186.10 185.90 185.65 185.60 185.35 185.20 185.0.3 184.90 184.75 184.60 184.58 184.35 184.20 184.12 183.99 183.9 183.80 183.60 183.58 183.30 183.15 0.03 0.01 0.04 0.03 0.10 0.05 0.10 0.01 0.01 0.12 0.17 0.05 0.01 0.12 0.05 0.24 0.29 0.15 0.01 0.02 0.05 0.00 0.00 0.39 0.18 0.01 0.07 0.11 0.04 0.06 0.01 0.01 181 183 185 187 \C98;PLANTA y perfil TOPOGRÁFICO PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: PP-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH-I ETAPA" PLANTA TOPOGRÁFICA ESC: 1/1,000 PLANTA TOPOGRÁFICA ESC H: 1/1,000 ESC V: 1/100 CAIDA VERTICAL N°01 KM. 0+290 ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: DISTRITO: PROVINCIA: DEPARTAMENTO: LAMINA Nº: FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: 182 184 186 188 181 183 185 187 COTA TERRENO COTA RASANTE ALTURA CORTE ALTURA RELLENO PROGRESIVA PI-01 PI-02 PI-03 PI-04 PI-05 PI-06 PI-07 PI-08 PI-09 PI-14 TOMA LATERAL N°01 KM 0+180 TOMA LATERAL N°02 KM 0+350 PI-10 PI-11 PI-12 PI-13 TOMA LATERAL N°02 KM 0+560 TOMA LATERAL N°01 TOMA LATERAL N°02 TOMA LATERAL N°03 PUENTE PEATONAL N°02 KM 0+640 PUENTE PEATONAL N°01 KM 0+270 PUENTE PEATONAL N°02 PUENTE PEATONAL N°01 0.80 1.80 CT = 85.34 CR = 186.67 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.87 m2 3.51 m2 CT = 85.34 CR = 186.75 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.07 m2 3.01 m2 CT = 85.34 CR = 186.11 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.08 m2 3.03 m2 CT = 185.66 CR = 185.07 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 3.63 m2 2.79 m2 CT = 187.03 CR = 186.83 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.09 m2 2.79 m2 CT = 185.95 CR = 186.19 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.45 m2 2.85 m2 CT = 187.13 CR = 186.91 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.44 m2 2.79 m2 CT = 186.10 CR = 186.27 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.52 m2 2.87 m2 CT = 187.23 CR = 186.99 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.70 m2 2.79 m2 CT = 187.33 CR = 187.08 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.96 m2 2.79 m2 CT = 187.39 CR = 187.15 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.71 m2 2.79 m2 CT = 187.40 CR = 187.23 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.71 m2 2.79 m2 CT = 186.70 CR = 186.59 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.59 m2 2.79 m2 CT = 186.55 CR = 186.51 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.30 m2 2.79 m2 CT = 186.40 CR = 186.43 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 2.79 m2 2.79 m2 CT = 186.25 CR = 186.35 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.56 m2 2.81 m2 CT = 185.21 CR = 184.99 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 2.00 m2 2.79 m2 CT = 185.17 CR = 184.91 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.75 m2 2.79 m2 CT = 185.21 CR = 184.83 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 2.11 m2 2.79 m2 CT = 185.02 CR = 184.75 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.79 m2 2.79 m2 CT = 184.83 CR = 184.67 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.51 m2 2.79 m2 CT = 184.64 CR = 184.59 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.28 m2 2.84 m2 CT = 184.56 CR = 184.51 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.92 m2 2.93 m2 CT = 184.52 CR = 184.43 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.00 m2 3.01 m2 CT = 183.72 CR = 183.87 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.48 m2 3.93 m2 CT = 183.63 CR = 183.79 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.47 m2 3.99 m2 CT = 183.81 CR = 183.95 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.49 m2 3.89 m2 CT = 183.89 CR = 184.03 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.50 m2 3.86 m2 CT = 183.98 CR = 184.11 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.49 m2 3.82 m2 CT = 184.17 CR = 184.19 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.76 m2 3.34 m2 CT = 184.37 CR = 184.27 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.96 m2 3.22 m2 CT = 184.47 CR = 184.35 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 1.13 m2 3.09 m2 CT = 183.54 CR = 183.71 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.46 m2 4.07 m2 CT = 183.44 CR = 183.63 m.s.n.m. m.s.n.m. EPCCTN RCMPB = = 0.39 m2 4.10 m2 185.80 Z=2 SECCION TIPICA ESC: 1/10 0+020.00 184 188 -8 -4 0 4 8 0+040.00 184 188 0+060.00 184 188 0+080.00 184 188 0+100.00 184 188 0+120.00 184 188 -8 -4 0 4 8 0+140.00 184 188 -8 -4 0 4 8 0+160.00 184 188 0+180.00 184 188 0+200.00 184 188 0+220.00 184 188 0+240.00 184 188 0+260.00 184 188 0+280.00 184 188 0+300.00 184 188 0+320.00 184 188 0+340.00 184 188 0+360.00 184 188 0+380.00 184 188 0+400.00 184 188 0+420.00 184 188 0+440.00 184 188 0+460.00 184 188 0+480.00 184 188 0+500.00 184 188 0+520.00 184 188 0+540.00 184 188 0+560.00 184 188 0+580.00 184 188 0+600.00 184 188 0+620.00 184 188 0+640.00 184 0+660.00 180 184 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 -8 -4 0 4 8 0+000.00 184 188 -8 -4 0 4 8 \C98;PLANTA y perfil TOPOGRÁFICO PLANO: PROYECTO: ST-01 CASMA CASMA MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH 1/250 M&M Mayo 2012 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- I ETAPA" EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 1.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 EPCCMC = 3.51 m2 OBSERV. (m.) (m.) (m2) Canal Trapezoidal Nf. bl. R A TIPO DE CANAL PROGRESIVA TIPO C. GEOMETRICAS (m/m) (m/s) (m.) (m.) (m3/s) (m.) (m./m.) (m.) (m.) 0+000.00 0+660.00 CT - 01 (m.) e Z b B H A SECC. DE n T y V S Q CARACTERISTICAS HIDRAULICAS 0.80 1.80 1.00 2.00 2.00 0.075 0.004 0.014 0.75 1.55 2.27 0.00 0.88 0.36 0.25 PC PT PI E F C R R B B/2 B/2 ELEMENTOS DE CURVA 0.40 EPCCTN RCMPB EXCAVACION DE PLATAFORMA Y CAJA DE CANAL EN TERRENO NATURAL RELLENO COMPACTADO CON MATERIAL DE PRESTAMO PARA BASE EPCCMC EXCAVACION Y PERFILADO DE CAJA DE CANAL EN MATERIAL COMPACTADO LEYENDA 5 ENTREGA DE DESAGUE 184.62 CAIDA N°01 185.30 184.50 PENDIENTE 5.8% 6.43% 3.33% 7.62% 5.71% 7.5% 0.05 0.00 0+360 5 0.80 5 5 5 5 1 z 1.00 5 B D C 5 5 Z x D b Z x D VAR. 0.60 A 1.20 PUENTE PEATONAL (A) (B) (D) A A B B C C D D L C FLUJO CAMINO SERVICIO 5 3.50 CAMINO DE SERVICIO 5 5 5 5 5 5 5 5 5 5 var. Re 5 0.15 5 5 1 z Re L=2.00m A 1 1 1 0.5 5 5 G' 5 5 0.075 m Cordón de Sellador Elastomerico Superficie en contacto Con el Agua DETALLE 01 1/2" ESC. 1/5 1" 4 1 3 1 PLOTEAR 1/100 EJE CANAL A B C 4 3 5 5 5 VAR. 5 5 5 PLANTA GENERAL ESCALA 1/100 E RE B A C L 5 B 5 5 5 5 5 d 1 .5 5 Terreno Natural Tuberia de PVC. " d " RE D E 1 .5 1 .5 5 5 5 5 2 2 5 5 5 5 5 SECCION 1-1 ESCALA 1/50 SECCION 2-2 ESCALA 1/50 G' RE Ø 5 Ø+.10 5 5 Var. 5 5 .15 1 .5 SECCION 3-3 ESCALA 1/50 5 5 5 DETALLE 02 ESC. 1/20 5 5 G' Respaldo 1 1/4" .5 1 Z 1 RE Izaje Manual Compuerta Metalica Plana C A B D E VER DETALLE 01 Terreno Natural Tuberia de PVC Dado de Concreto f'c=100 Kg/cm² SECCION 4-4 ESCALA 1/50 H 5 5 <> 5 5 5 Var. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L1 EJE CANAL A B C 5 5 5 5 5 B 5 PLANTA TOMA ESCALA 1/75 VER DETALLE 02 5 5 5 5 \C98;TOMA LATERAL PLANO: PROYECTO: ESCALA\fAvantGarde Bk BT|b0|i1|c0|p34;: PROYECTISTA: DIBUJO CAD: TL-01 CASMA DISTRITO: CASMA PROVINCIA: DEPARTAMENTO: LAMINA Nº: MUNICIPALIDAD PROVINCIAL DE CASMA ANCASH FECHA\fAvantGarde Bk BT|b0|i1|c0|p34;: INDICADA M&M Mayo 2015 "MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO DEL SECTOR CHOLOQUE DEL VALLE SAN RAFAEL, DISTRITO DE CASMA, PROVINCIA DE CASMA,DPTO DE ANCASH- I ETAPA"

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Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, bridge, canal, catchment, distribution, drop, DWG, flat, fornecimento de água, inlet, kläranlage, l'approvisionnement en eau, plant, profile, Side, supply, treatment plant, vertical, wasserversorgung, water