Plano Road Juliaca DWG Plan for AutoCAD

Plan of roads in the city of Juliaca Puno Peru – General Flatness – designations

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

kokan, I like, lampa, rio juliaca, rio torococha, railroad track, Private university, arequipa, kokan, huancane, huata, I like, lampa, rio juliaca, rio torococha, railroad track, Private university, san roman, provincial minicipality, international spheroid, projection: transversal mercator, horizontal datum: provisional canoe, cross-sectional mercator every mts. zone, provincial municipality, san roman juliaca, road system proposal, technical team, laguna chacas, road system proposal, regional route, via provincial, primary route, sideline, via local major, via senior landscaper, via minor landscaper, major road exchange, minor road intersection, caracoto, of cement, factory, fist, scale paper, juliaca master plan, draft:, flat:, Elaborated:, scale:, road system proposal, long term, medium term, short term, section, section, section, variable, section, fcc, section, section, section, road sections, section, section, section, section, section, section, section, section, road sections, number of sheets, juliaca master plan

Raw text data extracted from CAD file:

A KOKAN A CUZCO A LAMPA RIO JULIACA RIO TOROCOCHA VIA FERREA UNIVERSIDAD PRIVADA A A D C C C C E E E E E F B B E E E E I I H H G G B D B E F G G H H 1 2 3 4 5 6 7 8 D D D D D D D D D D D D J J K K L L M M O O P P Q Q R R S S T T U U H H H H H H H H H H H H H H A AREQUIPA A KOKAN A HUANCANE A HUATA A CUZCO A LAMPA RIO JULIACA RIO TOROCOCHA VIA FERREA UNIVERSIDAD PRIVADA A A D C C C C E E E E E F B B E E E E I I H H G G B D B E F G G H H 1 2 3 4 5 6 7 8 D D D D D D D D D D D D J J K K L L M M O O P P Q Q R R S S T T U U H H H H H H H H H H H H H H 372 000 SAN ROMAN MINICIPALIDAD PROVINCIAL 8 292 000 374 000 376 000 ESFEROIDE INTERNACIONAL PROYECCION: TRANSVERSAL MERCATOR DATUM HORIZONTAL: PROVISIONAL LA CANOA 1956 (VENEZUELA) CUADRICULA TRANVERSAL MERCATOR CADA 2000 MTS. ZONA 380 000 378 000 NC NG NM 384 000 382 000 MUNICIPALIDAD PROVINCIAL SAN ROMAN JULIACA PROPUESTA SISTEMA VIAL EQUIPO TECNICO PD/JUL 2004 -2015 LAGUNA CHACAS PROPUESTA SISTEMA VIAL VIA REGIONAL VIA PROVINCIAL VIA PRIMARIA VIA SECUNDARIA VIA LOCAL MAYOR VIA PAISAJISTA MAYOR VIA PAISAJISTA MENOR INTERCAMBIO VIAL MAYOR INTERCAMBIO VIAL MENOR CARACOTO DE CEMENTO FABRICA A PUNO 1/15 000 PD/JUL 2004-2015 8 290 000 8 288 000 8 286 000 8 284 000 8 282 000 8 280 000 8 278 000 PAPEL .90 X 1.45 escala 1/15 000 PLAN DIRECTOR JULIACA 2004 – 2015 PROYECTO: PLANO: ELABORADO: ESCALA: 8 294 000 PROPUESTA SISTEMA VIAL LARGO PLAZO MEDIANO PLAZO CORTO PLAZO 3.00 E SECCION H – H SECCION H – H (2° CIRCUNVALACION) 1.50 LP E V 2.40 PS 7.20 21.00 1.50 V J 1.50 V .15 108.30 10.80 PP J 22.20 .15 .15 SECCION F – F SECCION D – D 1.50 7.20 1.50 3.00 1.50 LP 2.40 6.00 V E V PS .15 V LP E PP 1.20 2.40 E 7.20 PP 1.50 3.00 7.20 2.80 21.00 J 1.50 V .15 25.85 10.80 5.70 .15 PP J .15 108.30 10.80 PP SECCION G – G .15 .15 34.10 PP J E LP V .15 30.00 J variable 7.20 PP 1.50 V 3.00 E .15 3.00 2.00 LP V E CV 2.85 PP 7.20 J 3.40 PP 7.20 SECCION A – A SECCION C – C 2.40 E 1.50 V LP PS 6.00 .15 LP V 1.50 .15 .15 CV 2.85 6.00 PS 17.25 J 1.80 1.2 V 1.2 V 3.00 E 111.20 .15 10.80 PP 2.70 J .15 10.80 PP 50.00 3.00 E 8.00 J .15 E 3.00 7.20 PP LP V 1.50 .15 .15 2.85 CV 6.00 PS PP 10.80 V 1.50 J 21.00 V 1.50 PS 7.20 LP 1.50 V E 2.40 2.80 3.00 1.50 10.40 E V J 1.50 8.65 V .15 .15 11.35 FFCC .15 3.75 .15 6.00 J PS SECCION I – I 26.55 .15 .15 SECCION E – E CV 2.85 PP 7.20 E 3.00 LP 2.00 V 3.00 V 2.80 E .15 CV 2.85 7.20 PP 7.20 PP LP 2.30 V E 3.00 J 2.05 PP 7.20 .30 V .90 10.60 J 45.00 7.20 PP .90 V .30 E 1.50 2.40 V LP E LP 1.50 E 3.00 V 3.00 V .15 2.85 CV .15 6.00 LP 6.00 PS 1.20 V 3.85 .15 10.00 .15 J 20.85 7.20 SECCION B – B LP V 1.50 .15 .15 CV 2.85 PS 6.00 PP 3.00 .15 .15 45.00 E 3.00 E J .15 7.20 PP CV 2.85 LP 2.40 E PS 1.50 V LP LP 1.50 PS 6.00 V SECCIONES VIALES SECCION U – U SECCION T – T SECCION R – R SECCION S – S PP 7.20 LP J 21.10 3.40 7.10 1.50 .15 V LP PP 1.50 7.30 .15 PP V SECCION O – O E V 2.00 2.40 PP 7.20 LP V 1.20 J V 1.20 28.50 2.90 PP 7.20 SECCION L – L 1.50 3.00 7.20 29.50 3.70 1.20 1.20 SECCION J – J LP V E PP J V V 3.00 3.00 2.85 .15 CV V LP E 1.20 7.20 .30 PP V SECCION N – N SECCION P – P 1.20 V LP 1.20 8.10 11.50 PP V LP V 1.80 LP 14.80 18.40 PP PP 6.60 SECCION M – M V 2.00 E 2.40 LP V 2.00 LP 3.00 1.50 1.20 9.50 7.10 J 19.20 2.00 PP 6.30 V 2.00 LP 1.20 2.85 3.00 .15 3.00 1.80 V LP 1.75 LP V SECCION Q – Q 1.75 10.25 13.75 PP V LP 1.20 1.50 E V 3.00 LP 1.20 PP 7.20 J V 29.50 3.70 V 46.30 11.50 1.20 .30 7.20 1.20 7.20 .30 1.50 PP 7.20 E V 3.00 LP 3.00 .15 2.85 3.00 E LP V LP V PP V 1.20 15.20 50.00 J 3.00 7.20 .30 PP E LP V LP CV V E 3.00 2.85 .15 V CV LP SECCION K – K V PP J PP V 7.20 1.50 V LP PP E CV V LP 1.50 2.10 7.20 .15 .15 19.80 J PP V LP SECCIONES VIALES NRO DE LAMINA 4 PLAN DIRECTOR DE JULIACA 2004 – 2015