Reservoir DWG Section for AutoCAD

Call Reservoir Plant; section and elevation of the reservoir

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

Datum elev, Group, Section, Quick section, Reservoir shaft, Rp. High pichasani, sidewalk, Esc:, cut, Rubbed, Tarragon, Painted white, Rubbing, Painted white, Rubbing, Na Max:, stand, access, Pastry brick, Coverage of, meeting, sidewalk, sidewalk, Rubbed, Tarragon, Esc:, front elevation, sidewalk, stand, access, Sea ladder, sidewalk, Rubbed, Tarragon, Esc:, front elevation, sidewalk, stand, access, Rp. High pichasani, sidewalk, sidewalk, Esc:, Lateral elevation, Rubbed, Tarragon, Painted white, Rubbing, Painted white, Rubbing, sidewalk, stand, access, Pastry brick, Coverage of, High pichasani, Income projection, Reservoir, entry, Reservoir, Existing mailbox, Na Max:, cut, Esc:, high, Rp. Pichasani

Raw text data extracted from CAD file:

DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 \A1;1.00 \A1;0.50 \A1;0.50 \A1;4.50 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;2.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;1.00 \A1;3.10 \A1;0.15 \A1;0.30 \A1;3.10 \A1;2.10 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.50 \A1;0.15 \A1;4.85 \A1;0.25 \A1;1.67 \A1;6.92 \A1;13.84 \A1;12.04 \A1;0.50 \A1;0.15 \A1;4.85 \A1;0.25 \A1;1.67 \A1;6.92 \A1;2.10 \A1;0.60 \A1;0.25 \A1;0.15 \A1;3.10 \A1;7.65 \A1;3.09 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.50 \A1;0.15 \A1;4.85 \A1;0.25 \A1;1.67 \A1;6.92 \A1;0.25 \A1;11.34 \A1;0.25 \A1;5.90 \A1;2.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;2.60 \A1;2.20 \A1;0.20 \A1;2.40 \A1;2.20 \A1;1.60 \A1;1.93 \A1;4.00 \A1;3.94 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.50 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;5.10 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.66 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.95 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;4.50 \A1;1.00 3626.00 1.000000000000 260110.416423499880 8420965.272674564300 58.213792888778 1.00 1.00 Quick Section a 3642.145816945783 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 3627.00 3628.00 3629.00 3630.00 3631.00 3632.00 3633.00 3634.00 3635.00 3636.00 3637.00 3638.00 3639.00 3640.00 3641.00 3642.00 3643.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 EJE RESERVORIO V=450m3 RP. PICHASANI ALTO NPT:3632.15 VEREDA ESC: 1/100 CORTE A-A FROTACHADO TARRAJEO V-4″ V-4″ PINTADO COLOR BLANCO TARRAJEO FROTACHADO PINTADO COLOR BLANCO TARRAJEO FROTACHADO 3631.00 NA. MAX: 3636.50m NPT:3632.00 5 5 5 5 5 5 5 5 NPT=3630.65 CASETA .70x.70 ACCESO A LADRILLO PASTELERO COBERTURA DE 5 5 5 5 5 5 JUNTA 1″ NPT=3630.65 VEREDA 5 3630.55 5 3633.82 A A’ 3644.000 3640.000 3636.000 3632.000 3628.000 NE:3630.39 5 NE:3630.39 NE:3631.50 NPT:3632.15 VEREDA V-4″ FROTACHADO TARRAJEO V-4″ V-4″ 5 5 5 5 5 5 ESC: 1/100 ELEVACION FRONTAL NTT=3633.75 5 5 5 5 VEREDA NPT=3630.65 A CASETA ACCESO 0.70×0.70 (VER DETALLE) ESCALERA MARINERA NPT:3632.15 VEREDA V-4″ FROTACHADO TARRAJEO V-4″ V-4″ 5 5 5 5 5 5 ESC: 1/100 ELEVACION FRONTAL NTT=3633.75 5 5 5 5 VEREDA NPT=3630.65 A CASETA ACCESO 0.70×0.70 5 5 5 5 5 V=450m3 RP. PICHASANI ALTO NPT:3632.15 VEREDA NPT:3632.15 VEREDA ESC: 1/100 ELEVACION LATERAL V-4″ FROTACHADO TARRAJEO V-4″ V-4″ PINTADO COLOR BLANCO TARRAJEO FROTACHADO PINTADO COLOR BLANCO TARRAJEO FROTACHADO 5 5 5 5 5 5 5 5 5 NPT=3630.65 VEREDA CASETA .70x.70 ACCESO A LADRILLO PASTELERO COBERTURA DE 5 5 5 5 5 5 5 3630.55 0.30 5 5 5 5 5 5 5 NE:3631.50 NE:3631.50 NE:3631.50 RP- PICHASANI ALTO V=450m3 NPT=3630.00 1 2 3 4 5 1 2 3 4 5 PROYECCION INGRESO A RESERVORIO NPT=3628.65 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A E ingreso a reservorio A buzon existente NA. MAX: 3636.50m CORTE A-A ESC: 1/75 5 ALTO V=450m3 3631.00 NPT:3632.00 9 5 4 10 13 7 11 21 21 9 7 27 HFD-DN200 RP. PICHASANI 8 17 7 16 18 26 5 3630.65 3629.440

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

Datum elev, Group, Section, Quick section, Reservoir shaft, Rp. High pichasani, sidewalk, Esc:, cut, Rubbed, Tarragon, Painted white, Rubbing, Painted white, Rubbing, Na Max:, stand, access, Pastry brick, Coverage of, meeting, sidewalk, sidewalk, Rubbed, Tarragon, Esc:, front elevation, sidewalk, stand, access, Sea ladder, sidewalk, Rubbed, Tarragon, Esc:, front elevation, sidewalk, stand, access, Rp. High pichasani, sidewalk, sidewalk, Esc:, Lateral elevation, Rubbed, Tarragon, Painted white, Rubbing, Painted white, Rubbing, sidewalk, stand, access, Pastry brick, Coverage of, High pichasani, Income projection, Reservoir, entry, Reservoir, Existing mailbox, Na Max:, cut, Esc:, high, Rp. Pichasani

Raw text data extracted from CAD file:

DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 \A1;1.00 \A1;0.50 \A1;0.50 \A1;4.50 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;2.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;1.00 \A1;3.10 \A1;0.15 \A1;0.30 \A1;3.10 \A1;2.10 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.50 \A1;0.15 \A1;4.85 \A1;0.25 \A1;1.67 \A1;6.92 \A1;13.84 \A1;12.04 \A1;0.50 \A1;0.15 \A1;4.85 \A1;0.25 \A1;1.67 \A1;6.92 \A1;2.10 \A1;0.60 \A1;0.25 \A1;0.15 \A1;3.10 \A1;7.65 \A1;3.09 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.50 \A1;0.15 \A1;4.85 \A1;0.25 \A1;1.67 \A1;6.92 \A1;0.25 \A1;11.34 \A1;0.25 \A1;5.90 \A1;2.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;2.60 \A1;2.20 \A1;0.20 \A1;2.40 \A1;2.20 \A1;1.60 \A1;1.93 \A1;4.00 \A1;3.94 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.50 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;5.10 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.66 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.95 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;4.50 \A1;1.00 3626.00 1.000000000000 260110.416423499880 8420965.272674564300 58.213792888778 1.00 1.00 Quick Section a 3642.145816945783 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 3627.00 3628.00 3629.00 3630.00 3631.00 3632.00 3633.00 3634.00 3635.00 3636.00 3637.00 3638.00 3639.00 3640.00 3641.00 3642.00 3643.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 EJE RESERVORIO V=450m3 RP. PICHASANI ALTO NPT:3632.15 VEREDA ESC: 1/100 CORTE A-A FROTACHADO TARRAJEO V-4″ V-4″ PINTADO COLOR BLANCO TARRAJEO FROTACHADO PINTADO COLOR BLANCO TARRAJEO FROTACHADO 3631.00 NA. MAX: 3636.50m NPT:3632.00 5 5 5 5 5 5 5 5 NPT=3630.65 CASETA .70x.70 ACCESO A LADRILLO PASTELERO COBERTURA DE 5 5 5 5 5 5 JUNTA 1″ NPT=3630.65 VEREDA 5 3630.55 5 3633.82 A A’ 3644.000 3640.000 3636.000 3632.000 3628.000 NE:3630.39 5 NE:3630.39 NE:3631.50 NPT:3632.15 VEREDA V-4″ FROTACHADO TARRAJEO V-4″ V-4″ 5 5 5 5 5 5 ESC: 1/100 ELEVACION FRONTAL NTT=3633.75 5 5 5 5 VEREDA NPT=3630.65 A CASETA ACCESO 0.70×0.70 (VER DETALLE) ESCALERA MARINERA NPT:3632.15 VEREDA V-4″ FROTACHADO TARRAJEO V-4″ V-4″ 5 5 5 5 5 5 ESC: 1/100 ELEVACION FRONTAL NTT=3633.75 5 5 5 5 VEREDA NPT=3630.65 A CASETA ACCESO 0.70×0.70 5 5 5 5 5 V=450m3 RP. PICHASANI ALTO NPT:3632.15 VEREDA NPT:3632.15 VEREDA ESC: 1/100 ELEVACION LATERAL V-4″ FROTACHADO TARRAJEO V-4″ V-4″ PINTADO COLOR BLANCO TARRAJEO FROTACHADO PINTADO COLOR BLANCO TARRAJEO FROTACHADO 5 5 5 5 5 5 5 5 5 NPT=3630.65 VEREDA CASETA .70x.70 ACCESO A LADRILLO PASTELERO COBERTURA DE 5 5 5 5 5 5 5 3630.55 0.30 5 5 5 5 5 5 5 NE:3631.50 NE:3631.50 NE:3631.50 RP- PICHASANI ALTO V=450m3 NPT=3630.00 1 2 3 4 5 1 2 3 4 5 PROYECCION INGRESO A RESERVORIO NPT=3628.65 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A E ingreso a reservorio A buzon existente NA. MAX: 3636.50m CORTE A-A ESC: 1/75 5 ALTO V=450m3 3631.00 NPT:3632.00 9 5 4 10 13 7 11 21 21 9 7 27 HFD-DN200 RP. PICHASANI 8 17 7 16 18 26 5 3630.65 3629.440