Plot Plan DWG Plan for AutoCAD

Plot Plan – Trujillo

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

c.i. area, area, clinic, c.i. area, zonal park, c.i. area, area, c.i. area, zonal park, clinic, vial, c.i. area, area, c.i. area, cut, l.p., cut, l.p., cut, l.p., pedestrian mall, cut, l.p., cut, l.p., cut, l.p., cut, l.p., l.p., cut, l.p., cut, l.p., cut, l.p., pictures of areas of apples, area, area, total area, cut, l.p., cut, l.p., cut, l.p., pedestrian mall, cut, l.p., cut, l.p., cut, l.p., cut, l.p., l.p., cut, l.p., cut, l.p., cut, l.p., cut, scale, date:, January, sheet number:, rodriguez roman paul, scale:, specialty:, architecture, flat., teachers:, student:, arq, mosqueira carlos towers, urban habilitation, theme, faculty, architecture, school of, road system, rodriguez lopez jessica, arq, town planning, buildings, college, Cesar Vallejo, chang luis, arq, date:, January, sheet number:, rodriguez roman paul, scale:, specialty:, architecture, flat., teachers:, student:, arq, mosqueira carlos towers, urban habilitation, theme, faculty, architecture, school of, general plane, rodriguez lopez jessica, arq, town planning, buildings, college, Cesar Vallejo, chang luis, arq, date:, January, sheet number:, rodriguez roman paul, scale:, specialty:, architecture, flat., teachers:, student:, arq, mosqueira carlos towers, urban habilitation, theme, faculty, architecture, school of, road sections, rodriguez lopez jessica, arq, town planning, buildings, college, Cesar Vallejo, chang luis, arq, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt, elastic, bed, bridge, npt

Raw text data extracted from CAD file:

N \W0.9;AREA 770 983.84 C.I. AREA 1024 C.I. AREA 1250 C.I. AREA 1411.45 E 1 AREA 10020 CENTRO DE SALUD 2500 C.I. AREA 1250 L3 L2 J3 L1 M1 K1 I4 A M 2 L3 I3 I2 I1 J2 J1 H4 H3 H2 H1 G3 G4 G2 G1 F7 F3 F1 F2 E1 D3 D4 B5 B4 B3 B2 C1 D2 A2 E2 F4 F5 E4 D1 A 1 B1 A4 C2 Y A3 Z X W V S R Q P O N Ñ F LL L E H K J I G B D C A 4000 3766.12 4238.79 4256.54 4032 5342.5 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4160 4238.470 4000 4000 4000 3002.443 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4536.880 4032 4750.33 4032 4032 5122.5 4032 5254.95 4196.54 2400.50 4006.54 40542.8 3586.98 4051.2.8 5140.508 4054.2.8 4051.76 4456.04 4537.58 5140.50 5277.76 6329.54 2229.85 4758.94 5770.46 5834.81 4760.51 3760.27 7079.54 4250 5540.77 5995.45 1984.5 5970.56 7098.92 4198.76 3176.84 2940 3000 4250 6887.189 7069.87 A4 5342.5 PARQUE ZONAL 21000 6132.3 C 3 4087.09 3454.48 3619.33 4436.85 3454.48 6624.25 J1 6564.94 6254.89 3355.51 3059.32 K2 4978.86 5103.61 C.I. AREA 1024 C.I. AREA 1250 C.I. AREA 1411.45 E 1 AREA 10020 C.I. AREA 1250 L3 L2 K2 J3 L1 M1 K1 I4 K 3 M 2 L3 I3 I2 I1 J2 J1 H4 H3 H2 H1 G3 G4 G2 G1 F7 F3 F1 F2 E1 D3 D4 B5 B4 B3 B2 C1 D2 E2 F4 F5 E4 D1 A 1 B1 A4 C2 Y A3 X W V S R Q P O N Ñ F LL L E H K J I G B D C A 4000 3766.12 4238.79 4256.54 4032 5342.5 6132.3 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 41600 4238.470 4000 4000 4000 3002.443 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4536.880 4032 4750.33 4032 4032 5122.5 4032 5254.95 4196.54 2400.50 4006.54 40542.8 3586.98 4051.2.8 5140.508 4054.2.8 4051.76 4456.04 4537.58 5140.50 5277.76 6329.54 2229.85 6564.94 4758.94 5770.46 5834.81 4760.51 3760.27 6254.89 7079.54 4250 5540.77 5995.45 1984.5 5970.56 7098.92 4198.76 3176.84 2940 3000 4250 6887.189 7069.87 PARQUE ZONAL 21000 CENTRO DE SALUD 2500 C 3 4087.09 3454.48 3619.33 4436.85 3454.48 6624.25 J 4 3355.51 4978.86 5103.61 3059.32 \W0.9;SISTEMA VIAL C.I. AREA 1024 C.I. AREA 1250 E 1 AREA 10020 C.I. AREA 1250 L3 L2 K2 L1 M1 K1 I4 M 2 L3 I3 I2 I1 H4 H3 H2 H1 G3 G4 G2 G1 F7 F3 F1 F2 E1 D3 D4 B5 B4 B3 B2 C1 D2 A2 E2 F4 F5 E4 D1 A 1 B1 A3 Z Y X W S R Q P O Ñ N LL L E F H K J I G B D C A 4032 4000 5254.95 7079.54 4250 5995.45 1984.5 7098.92 4772.76 3176.84 2940 3000 4250 6887.189 7069.87 CORTE B – B L.P. L.P. 5.00 2.00 1.50 P J V 12.00 2.00 J 1.50 V CORTE A – A L.P. L.P. 5.0 2.5 1.50 2.00 1.50 5.00 2.5 20.00 P J V J V P J CORTE 1-1 L.P. L.P. 8.00 1.50 ALAMEDA PEATONAL V 11.00 1.50 V CORTE 2-2 L.P. L.P. 5.00 2.00 1.50 P J V 11.00 3.50 V CORTE 3 – 3 L.P. L.P. 5.0 2.5 1.50 2.00 4.00 5.00 20.00 P J V J V P CORTE C – C L.P. L.P. 6.00 1.50 V 11.00 2.00 V 1.50 3 3 A A A A A A A A A A A A A A 3 3 3 3 3 3 3 3 3 3 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A A A A A A A A A A A A A A A A A A A A A A A C C C C C C C C C C C C C C C C C C C C 3 3 A A 2 2 2 2 2 2 2 2 C C 2 2 2 2 2 2 C C B B B B B B B B B B B B 2 2 3 3 CORTE E – E L.P. L.P. 6.00 2.00 P V 10.00 2.00 V L.P. L.P. 6.00 2.00 P J 10.00 2.00 J CORTE D – D CORTE F – F L.P. L.P. 7.00 2.00 1.50 P J V 14.00 2.00 J 1.50 V F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F G G D D D D E E G G E E D D D D CORTE G – G L.P. L.P. 6.50 2.00 P J 10.00 1.50 V CORTE H – H L.P. L.P. 6.50 2.00 P J 10.00 2.00 J A A A A A A D D D D D D D D D D D D D D D D D D D D D D C C C C C C C C C C D D D D D D D D D D C C C C C C C C CUADROS DE AREAS DE MANZANAS Mz AREA m2 3586.98 A B 5140.508 C 4054.28 D 4051.3 E 4000 F 4160 G 4054.2 H 4000 I 3002.44 J 4238.47 K 4000 L 4000 4000 LL Ñ 4000 O 4000 P 4000 Q 4000 R 4000 S 3766.12 T2 4238.79 U 3 4000 V 5122.5 W 4006.54 X 2400.55 4000 Y Z 4196.54 I1 4256.54 I2 4000 I3 4000 J2 4000 4006.98 K2 5243.59 K3 4000 M2 4456.01 L2 4537.58 N T2 U 3 V W X Y Z I1 I2 I3 J2 K2 K3 M2 L2 Mz AREA m2 5342.5 A4 B1 4160.2 B2 4200.5 B3 4431.8 B4 4381.7 B5 4032 C1 4032 C2 6132.3 D1 4000 D2 4000 D3 4536.8 D4 4032 4750.3 E1 E4 4000 E3 4000 F5 4000 F4 4000 F3 4000 F2 4032 4032 5254.95 5346.58 5173.87 G3 3760.27 4758.94 G4 H1 4760.51 H2 5834.81 H3 4000 I3 5770.3 J4 4000 4000 J1 2229.85 J3 4182.65 J2 4456.01 K1 4000 E2 F1 F7 G1 G2 L3 L1 L4 C3 I3 I4 4051.76 5227.76 6329.54 4087.09 4000 4000 AREA TOTAL 307138.34 Z 3196.54 CORTE B – B L.P. L.P. 5.00 2.00 1.50 P J V 12.00 2.00 J 1.50 V CORTE A – A L.P. L.P. 5.0 2.5 1.50 2.00 1.50 5.00 2.5 20.00 P J V J V P J CORTE 1-1 L.P. L.P. 8.00 1.50 ALAMEDA PEATONAL V 11.00 1.50 V CORTE 2-2 L.P. L.P. 5.00 2.00 1.50 P J V 11.00 3.50 V CORTE 3 – 3 L.P. L.P. 5.0 2.5 1.50 2.00 4.00 5.00 20.00 P J V J V P CORTE C – C L.P. L.P. 6.00 1.50 V 11.00 2.00 V 1.50 CORTE E – E L.P. L.P. 6.00 2.00 P V 10.00 2.00 V L.P. L.P. 6.00 2.00 P J 10.00 2.00 J CORTE D – D CORTE F – F L.P. L.P. 7.00 2.00 1.50 P J V 14.00 2.00 J 1.50 V CORTE G – G L.P. L.P. 6.50 2.00 P J 10.00 1.50 V CORTE H – H L.P. L.P. 6.50 2.00 P J 10.00 2.00 J CORTE A – A CORTE B – B ESCALA 1–100 FECHA: ENERO Nº LAMINA: RODRIGUEZ ROMAN PAUL A-02 ESCALA: ESPECIALIDAD: ARQUITECTURA PLANO. DOCENTES: ALUMNO: ARQ. TORRES MOSQUEIRA CARLOS HABILITACION URBANA TEMA : FACULTAD ARQUITECTURA ARQUITECTURA ESCUELA DE DE SISTEMA VIAL 1/2000 RODRIGUEZ LOPEZ JESSICA ARQ. 2007 URBANISMO EDIFICACIONES Y UNIVERSIDAD CESAR VALLEJO CHANG LUIS ARQ. FECHA: ENERO Nº LAMINA: RODRIGUEZ ROMAN PAUL A-01 ESCALA: ESPECIALIDAD: ARQUITECTURA PLANO. DOCENTES: ALUMNO: ARQ. TORRES MOSQUEIRA CARLOS HABILITACION URBANA TEMA : FACULTAD ARQUITECTURA ARQUITECTURA ESCUELA DE DE PLANO GENERAL 1/2000 RODRIGUEZ LOPEZ JESSICA ARQ. 2007 URBANISMO EDIFICACIONES Y UNIVERSIDAD CESAR VALLEJO CHANG LUIS ARQ. FECHA: ENERO Nº LAMINA: RODRIGUEZ ROMAN PAUL A-3 ESCALA: ESPECIALIDAD: ARQUITECTURA PLANO. DOCENTES: ALUMNO: ARQ. TORRES MOSQUEIRA CARLOS HABILITACION URBANA TEMA : FACULTAD ARQUITECTURA ARQUITECTURA ESCUELA DE DE SECCIONES VIALES 1/100 RODRIGUEZ LOPEZ JESSICA ARQ. 2007 URBANISMO EDIFICACIONES Y UNIVERSIDAD CESAR VALLEJO CHANG LUIS ARQ. NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT = NPT = + .60 ELASTICA CAMA PUENTE +-.60 NPT =