Details Retaining Wall DWG Detail for AutoCAD

Details retaining wall; it is appreciated; cut; elevation; distribution of steel; plant and location of weep holes

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

datum elev, name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, reinforcement detail, anchor length, mailbox height, axis a, left, axis b, axis c, axis d, axis e, axis f, axis g, axis h, axis i, axis j, axis k, axis l, axis m, axis n, embedment detail, walls, part the integro from the back of the slab should, any crab that could arise, the interior surfaces of walls and, bottom slab, reinforced concrete, simple concrete, concrete, wall, bottom, roof, simple, diameters of the mailbox, slabs, armor, slab of roof, lower reinforcement, vertical section, overlap, on the back of the roof slab should be, if the steel reinforcement is observed in any, be tarred in the manner indicated for the, wall, level of pavement, anchor, for embedment, frame see detail, frame, roof, overlapping frame, typical detail of reinforcement, in pipe pass, floor, steel, cement, coatings, norm of loads, no used stones, admissible ground pressure, solid slabs, technical specifications, reinforced concrete norm, norm of floors and foundations, national regulations of buildings, section type – reinforced concrete wall, elevation front view of the type wall, natural terrain, maximum, minimum, improved own material, classified filler material, affirmed, terrain slope, filter filler, earth, berm fender, drain pipe spacing

Raw text data extracted from CAD file:

DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR \A1;60.0000m VC \A1;60.0000m VC \A1;60.0000m VC \A1;60.0000m VC \A1;60.0000m VC \A1;60.0000m VC NOTA:\H0.7941x; BUZONES DE H \fTimes New Roman|b0|i0|c0|p18;MAYOR O IGUAL A\fTimes New Roman|b0|i0|c238|p18; 1.20m\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i0|c238|p18;COLOCAR REFUERZOS\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i0|c238|p18;COMO SE DETALLA DETALLE DE REFUERZO DISTRIBUCION HORIZONTAL (m) DISTRIBUCION VERTICAL (m) LONGITUD DE ANCLAJE ALTURA DE BUZON \A1;1.20m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;140 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;1.50 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1;m \A1;1.80m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;2.00 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35 m \A1;2.20 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35 m \A1;2.40 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;2.60 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35 m \A1;60.0000m VC \A1;60.0000m VC \A1;.50 \A1;3.10 \A1;.50 \A1;.20 \A1;.20 \A1;4.50 \A1;1.00 \A1;.50 \A1;3.80 \A1;.20 \A1;.30 \A1;2.50 \A1;.30 \A1;2.50 \A1;.30 \A1;.20 \A1;.25 \A1;3.00 \A1;.50 \A1;.40 \A1;.40 \A1;1.20 \A1;4.00 \A1;4.50 \A1;4.02 \A1;.15 \A1;1.00 \A1;10.00 \A1;1.00 \A1;.45 \A1;.45 \A1;1.13 \A1;6.98 \A1;10.00 \A1;1.00 \A1;.30 \A1;1.00 \A1;.90 \A1;9.00 \A1;.30 \A1;2.50 \A1;.30 \A1;2.50 \A1;.30 \A1;.20 \A1;2.50 \A1;.30 \A1;.30 \A1;3.88 \A1;4.71 \A1;2.80 \A1;2.80 \A1;1.00 \A1;9.00 \A1;.20 \A1;4.10 \A1;.30 \A1;.30 EJE A PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.651533757867382E+005 8.949513647156372E+006 3040.000000000000 0.421370673162439 11.09963079576064 LEFT PEGLT PEGRT PDGL PDGR EJE B PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.648923973741313E+005 8.949346148931443E+006 3040.000000000000 1.208562672060300 11.52134781541660 LEFT PEGLT PEGRT PDGL PDGR EJE C PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.649277829779730E+005 8.949294006724839E+006 3040.000000000000 0.000000000000000 10.73509680615801 LEFT PEGLT PEGRT PDGL PDGR A A EJE D PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.649451982671059E+005 8.949302326544083E+006 3035.000000000000 0.000000000000000 8.664822343340594 LEFT PEGLT PEGRT PDGL PDGR B B C C EJE E PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.649586409223088E+005 8.949294391807336E+006 3035.000000000000 0.000000000000000 10.95607756671343 LEFT PEGLT PEGRT PDGL PDGR D D EJE F PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.649736606596638E+005 8.949294270638688E+006 3035.000000000000 0.000000000000000 19.31397650620809 LEFT PEGLT PEGRT PDGL PDGR E E EJE G PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.649988162219756E+005 8.949294112853953E+006 3035.000000000000 0.000000000000000 20.83970399513034 LEFT PEGLT PEGRT PDGL PDGR F F EJE H PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.650253184926341E+005 8.949294198774408E+006 3035.000000000000 0.000000000000000 13.08240385331917 LEFT PEGLT PEGRT PDGL PDGR G G EJE I PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.650467448684399E+005 8.949294222049649E+006 3035.000000000000 0.000000000000000 6.764305766339573 LEFT PEGLT PEGRT PDGL PDGR EJE J PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.650583880871800E+005 8.949294230962660E+006 3040.000000000000 0.000000000000000 14.17283783909931 LEFT PEGLT PEGRT PDGL PDGR H H EJE K PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.650777456602970E+005 8.949294181605168E+006 3030.000000000000 0.000000000000000 6.528585843816813 LEFT PEGLT PEGRT PDGL PDGR I I J J EJE L PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.650883994586787E+005 8.949294198616856E+006 3030.000000000000 0.000000000000000 9.260387376982983 LEFT PEGLT PEGRT PDGL PDGR EJE M PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.651015766496101E+005 8.949294127806563E+006 3030.000000000000 0.000000000000000 8.326366354869486 LEFT PEGLT PEGRT PDGL PDGR K L K L EJE N PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.000000000000000 2.000000000000000 2.000000000000000 2.651158567059863E+005 8.949294364610128E+006 3030.000000000000 0.000000000000000 7.366529684407819 LEFT PEGLT PEGRT PDGL PDGR PC = 0+039.028 PT = 0+045.678 PC = 0+050.878 PT = 0+056.055 PC = 0+081.177 PT = 0+120.923 PC = 0+151.045 PT = 0+160.699 PC = 0+189.442 PT = 0+193.273 PC = 0+245.846 PT = 0+263.077 EJE 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.652823318500393E+005 8.949320052102555E+006 3030.000000000000 0.000000000000000 276.4019061681478 LEFT PEGLT PEGRT PDGL PDGR PC = 0+029.759 PT = 0+032.876 PC = 0+059.281 PT = 0+062.546 PC = 0+090.725 PT = 0+093.748 PC = 0+118.422 PT = 0+122.781 PC = 0+126.155 PT = 0+129.390 PC = 0+190.154 PT = 0+192.449 EJE 02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.652832592276702E+005 8.949248493563139E+006 3035.000000000000 0.000000000000000 215.4870075720879 LEFT PEGLT PEGRT PDGL PDGR EJE 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.656082951233159E+005 8.949319545078557E+006 3030.000000000000 0.000000000000000 276.4019061681478 LEFT PEGLT PEGRT PDGL PDGR EJE 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.656267133648951E+005 8.948947726362570E+006 3030.000000000000 0.000000000000000 276.4019061681478 LEFT PEGLT PEGRT PDGL PDGR EJE 02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.656267133648951E+005 8.948558302470873E+006 3035.000000000000 0.000000000000000 215.4870075720879 LEFT PEGLT PEGRT PDGL PDGR EJE 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.656257292243767E+005 8.948011331049759E+006 3030.000000000000 0.000000000000000 276.4019061681478 LEFT PEGLT PEGRT PDGL PDGR 60.0000m VC K = 12.947 A.D. = -4.634 PVI ELEV = 3043.705 PVI STA = 0+089.586 BVCS: 0+059.586 BVCE: 3044.414 EVCS: 0+119.586 EVCE: 3041.605 3044.404 3043.770 3042.828 -2.366% 3045.824 3045.351 3044.878 60.0000m VC K = 10.569 A.D. = 5.677 PVI ELEV = 3036.944 PVI STA = 0+186.163 BVCS: 0+156.163 BVCE: 3039.044 EVCS: 0+216.163 EVCE: 3036.547 3038.783 3037.644 3036.885 -7.000% 3041.576 3040.176 3036.497 3036.232 -2.366% -2.366% -2.366% -4.57% -6.99% -6.32% -2.21% 60.0000m VC K = 10.973 A.D. = -5.468 PVI ELEV = 3040.981 PVI STA = 0+100 HIGH POINT STA = 0+080.765 HIGH POINT ELEV = 3040.740 BVCS: 0+070 BVCE: 3040.687 EVCS: 0+130 EVCE: 3039.635 3040.038 0.981% 60.0000m VC K = 10.722 A.D. = 5.596 PVI ELEV = 3038.864 PVI STA = 0+147.188 LOW POINT STA = 0+165.294 LOW POINT ELEV = 3039.131 BVCS: 0+117.188 BVCE: 3040.210 EVCS: 0+177.188 EVCE: 3039.197 3040.087 -4.487% 1.109% BUZON 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.651458130158382E+005 8.948931173746094E+006 3035.000000000000 0.000000000000000 62.83928868237462 LEFT PEGLT PEGRT PDGL PDGR BUZON2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.653910129519432E+005 8.948931173746094E+006 3035.000000000000 0.000000000000000 122.6479100912619 LEFT PEGLT PEGRT PDGL PDGR BUZON2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 2.653329029009394E+005 8.948931173746094E+006 3035.000000000000 0.000000000000000 154.2344950912619 LEFT PEGLT PEGRT PDGL PDGR -1.94% -1.66% -1.66% -1.63% -1.63% -1.61% -1.95% BZ – 01 BZ – 03 BZ – 04 BZ – 05 BZ -06 BZ -09 BZ – 02 BZ -07 BZ -08 BZ -10 BZ -11 BZ -13 BZ -12 BZ -14 BZ -15 -1.66% -1.66% -1.63% -1.63% -1.61% -1.95% BZ – 01 BZ – 03 BZ – 04 BZ – 05 BZ -06 BZ -09 BZ – 02 BZ -07 BZ -08 BZ -10 BZ -11 BZ -13 BZ -12 BZ -14 BZ -15 60.0000m VC K = 12.947 A.D. = -4.634 PVI ELEV = 3043.705 PVI STA = 0+089.586 BVCS: 0+059.586 BVCE: 3044.414 EVCS: 0+119.586 EVCE: 3041.605 3044.404 3043.770 3042.828 -2.366% 3045.824 3045.351 3044.878 60.0000m VC K = 10.569 A.D. = 5.677 PVI ELEV = 3036.944 PVI STA = 0+186.163 BVCS: 0+156.163 BVCE: 3039.044 EVCS: 0+216.163 EVCE: 3036.547 3038.783 3037.644 3036.885 -7.000% 3041.576 3040.176 3036.497 3036.232 -2.366% -2.366% -2.366% -4.57% -6.99% -6.32% -2.21% -1.94% L = 37.00 L = 19.30 L = 21.62 L = 24.00 L = 54.00 L = 56.31 L = 52.40 L = 32.67 -1.66% -1.66% -1.63% -1.63% -1.61% -1.95% L = 30.22 L = 61.11 L = 33.14 L = 32.00 L = 35.41 L = 28.32 BZ – 01 BZ – 03 BZ – 04 BZ – 05 BZ -09 BZ – 02 BZ -08 LH = 37.00 TUB. PVC UF S- 25 DN 200 MM LH = 19.30 TUB. PVC UF S- 25 DN 200 MM LH = 21.62 TUB. PVC UF S- 25 DN 200 MM LH = 24.00 TUB. PVC UF S- 25 DN 200 MM LH = 54.00 TUB. PVC UF S- 25 DN 200 MM LH = 56.31 TUB. PVC UF S- 25 DN 200 MM LH = 52.40 TUB. PVC UF S- 25 DN 200 MM LH = 32.67 TUB. PVC UF S- 25 DN 200 MM COTA TAPA : 3045.77 COTA FONDO: 3044.27 COTA TAPA : 3044.92 COTA FONDO: 3043.42 COTA TAPA : 3044.47 COTA FONDO: 3042.97 COTA TAPA : 3043.98 COTA FONDO: 3042.48 COTA TAPA : 3042.98 COTA FONDO: 3041.48 BZ – 6 COTA TAPA : 3039.88 COTA FONDO: 3038.38 BZ – 7 COTA TAPA : 3036.87 COTA FONDO: 3035.37 BZ – 8 COTA TAPA : 3036.27 COTA FONDO: 3034.27 COTA TAPA : 3035.93 COTA FONDO: 3033.63 BZ -10 COTA TAPA : 3041.097 COTA FONDO: 3039.89 BZ -11 COTA TAPA : 3040.63 COTA FONDO: 3039.43 BZ -12 COTA TAPA : 3040.58 COTA FONDO: 3039.38 BZ -13 COTA TAPA : 3040.04 COTA FONDO: 3038.84 BZ -14 COTA TAPA : 3039.65 COTA FONDO: 3037.85 BZ -15 COTA TAPA : 3039.46 COTA FONDO: 3037.25 DETALLE-1 S/E DETALLE DE EMPOTRAMIENTO MUROS PARTE EL INTEGRO DEL REVES DE LA LOSA DEBERA CALAFATEADA CUIDADOSAMENTE CON MEZCLA 1:3 CUALQUIER CANGREJERA QUE PUDIERA PRESENTARSE b) LA SEGUNDA (24 HRS. DESPUES) DE 1/2cm. a) LA PRIMERA DE 1 1/2cm DE ESPESOR CON MEZCLA, LAS SUPERFICIES INTERIORES DE MUROS Y LOSA DE FONDO ESCALA: 1/2000 f’c=210Kg/cm2 CONCRETO ARMADO CONCRETO SIMPLE CONCRETO f’c=210Kg/cm2. MURO DE c Fondo Techo Ø 1/2″ D=.60 D=.60 VER DETALLE-1 f’c=210Kg/cm2. SIMPLE CONCRETO 4d 3/8″ c/lado 2d 1/2″ c/lado 1.20 0.20 2d 1/2″ c/lado DIAMETROS DEL BUZON H2 b LOSAS c ARMADURA a H1=.20 MURO DE CONCRETO SIMPLE f’c =210 KG/CM2 PARA PROFUNDIDADES MENORES DE 3.00 m LOSA DE TECHO ARMADURA INFERIOR SECCION VERTICAL BUZON TIPO “A” .50 .40 Traslape 3/8″ 1/2″ 5/8″ \U+2205 .20 .25 .20 .45 Long. Gancho 90° LOSA DE FONDO SERAN TARRAJEADAS EN 2 CAPAS: CEMENTO ARENA 1:5 ACABADO RAYADO DE ESPESOR, MEZCLA 1:3 Y ACABADO PULIDO EN EL REVES DE LA LOSA DE TECHO DEBERA SER SI SE OBSERVARA LA ARMADURA DE ACERO EN ALGUNA SER TARRAJEADA DE LA MANERA INDICADA PARA LOS PARED NIVEL DE PAVIMENTO ANCLAJE \A1;0.1 VER DETALLE 1 \A1;0.60 \A1;0.20 PARA EMPOTRAMIENTO DEL MARCO VER DETALLE f’c=210Kg/cm2. \A1;a \A1;b \A1;c MARCO TECHO \A1;0.30 \A1;0.20 \A1;0.2 \A1;0.60 = 1.00 Kg/cm2 : 7.0 cm : 7.0 cm E-060 E-050 E-020 CUADRO DE TRASLAPES \A1;.40 Ø 1/2″ C/C \A1;.40 \A1;.40 Ø 1/2″ C/C Ø 1/2″ C/C \A1;Ø \A1;.40 DETALLE TIPICO DE REFUERZO EN PASE DE TUBERIAS SOLADO ACERO CEMENTO CONCRETO RECUBRIMIENTOS NORMA DE CARGAS NORMAS USADAS \A1;0.20 \A1;0.20 \A1;\fArial|b0|i0|c0|p34;H 2 f’c=100Kg/cm2. PRESION ADMISIBLE DEL TERRENO f`c = 100 Kg/cm2 PORTLAND TIPO 1 EN GENERAL f y = 4200 Kg/cm2 LOSAS MACIZAS MUROS f`c = 210 Kg/cm2 BUZONES “A” Y “B” T.M Ø 25 mm ESPECIFICACIONES TECNICAS NORMA CONCRETO ARMADO NORMA DE SUELOS Y CIMENTACION REGLAMENTO NACIONAL DE EDIFICACIONES DESDE 1.20 HASTA 2.60 1.20 ESC:1/2000 \U+03C3 \A1;c c NOTA:\H0.7941x; BUZONES DE H \fTimes New Roman|b0|i0|c0|p18;MAYOR O IGUAL A\fTimes New Roman|b0|i0|c238|p18; 1.20m\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i0|c238|p18;COLOCAR REFUERZOS\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i0|c238|p18;COMO SE DETALLA DETALLE DE REFUERZO DISTRIBUCION HORIZONTAL (m) DISTRIBUCION VERTICAL (m) LONGITUD DE ANCLAJE ALTURA DE BUZON \A1;1.20m \S3#8;\H1.429x;” @0.2\fTimes New Roman|b0|i0|c0|p18;0\fTimes New Roman|b0|i0|c238|p18;\H0.9997x; \fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i0|c238|p18; \H0.7x;\S3#8;\H1.429x;” @0.30\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i0|c238|p18;0.\fTimes New Roman|b0|i0|c0|p18;35\fTimes New Roman|b0|i0|c238|p18; m \A1;140 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;1.50 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1;m \A1;1.80m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;2.00 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35 m \A1;2.20 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35 m \A1;2.40 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35\A1; m \A1;2.60 m \A1;\H0.70000x;\S3#8;\A1;” @0.2\A1;0\A1; \A1;\fTimes New Roman|b0|i0|c238|p18;\H0.70000x;\S3#8;\A1;” @0.30 \A1; \A1;0.\A1;35 m LH = 28.32 TUB. PVC UF S- 25 DN 200 MM LH = 35.41 TUB. PVC UF S- 25 DN 200 MM LH = 32.00 TUB. PVC UF S- 25 DN 200 MM LH = 61.11 TUB. PVC UF S- 25 DN 200 MM LH = 30.22 TUB. PVC UF S- 25 DN 200 MM LH = 33.14 TUB. PVC UF S- 25 DN 200 MM BZ – 01 BZ – 03 BZ – 04 BZ – 05 BZ -06 BZ -09 BZ – 02 BZ -07 BZ -08 BZ -10 BZ -11 BZ -13 BZ -12 BZ -14 BZ -15 60.0000m VC K = 12.947 A.D. = -4.634 PVI ELEV = 3043.705 PVI STA = 0+089.586 BVCS: 0+059.586 BVCE: 3044.414 EVCS: 0+119.586 EVCE: 3041.605 3044.404 3043.770 3042.828 -2.366% 3045.824 3045.351 3044.878 60.0000m VC K = 10.569 A.D. = 5.677 PVI ELEV = 3036.944 PVI STA = 0+186.163 BVCS: 0+156.163 BVCE: 3039.044 EVCS: 0+216.163 EVCE: 3036.547 3038.783 3037.644 3036.885 -7.000% 3041.576 3040.176 3036.497 3036.232 -2.366% -2.366% -2.366% -4.57% -6.99% -6.32% -2.21% -1.94% L = 37.00 L = 19.30 L = 21.62 L = 24.00 L = 54.00 L = 56.31 L = 52.40 L = 32.67 -1.66% -1.66% -1.63% -1.63% -1.61% -1.95% L = 30.22 L = 61.11 L = 33.14 L = 32.00 L = 35.41 L = 28.32 LH = 61.11 TUB. PVC UF S- 25 DN 200 MM LH = 61.11 TUB. PVC UF S- 25 DN 200 MM LH = 61.11 TUB. PVC UF S- 25 DN 200 MM d 1/2″@0.15 d 3/8″@ 0.30 d 3/8″1@0.05,5@0.15,r@0.30 d 3/8″1@0.05,5@0.15,r@0.30 d 1/2″@0.15 d 1/2″@0.15 d 1/2″@0.15 d 1/2″@0.20 d 1/2″@0.20 CONCRETO f´c=210 kg/cm2 SECCION TIPO – MURO CONCRETO ARMADO E = 1:20 5 5 5 5 5 5 5 d 1/2″@0.15 d 3/8″1@0.05,5@0.15,r@0.30 d 1/2″@0.20 ELEVACION VISTA FRONTAL DEL MURO TIPO E = 1:20 5 5 5 5 5 5 5 5 5 ELEVACION VISTA FRONTAL DEL MURO TIPO E = 1:20 Terreno natural LINEA DE CORTE (Lc) MAXIMO MINIMO 1.60 0.30 Material Propio Mejorado Material de relleno clasificado Afirmado Tierra e = 0.20m 5 5 5 5 5 5 5 5 5 5 d 1/2″@0.15 d 1″@0.15 d 3/8″@ 0.30 d 3/8″1@0.05,5@0.15,r@0.30 d 3/8″1@0.05,5@0.15,r@0.30 d 3/4″@0.15 d 3/4″@0.15 d 3/4″@0.15 d 1/2″@0.20 d 1/2″@0.20 CONCRETO f´c=210 kg/cm2 SECCION TIPO – MURO CONCRETO ARMADO E = 1:20 d 1″@0.15 d 3/8″1@0.05,5@0.15,r@0.30 d 1/2″@0.20 ELEVACION VISTA FRONTAL DEL MURO TIPO E = 1:20 ELEVACION VISTA FRONTAL DEL MURO TIPO E = 1:20 TALUD DE TERRENO LINEA DE CORTE (Lc) MAXIMO MINIMO 1.60 0.30 Relleno de Filtro Material de relleno clasificado Afirmado d 3/4″@0.15 5 5 Tierra 5 Alternar las Hileras a Cada 3.0M. Tubo (dren) de 4″ de diametro 4.70 M. Centro a Centro (C/hilera) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESPACIAMIENTO HORIZONTAL (TIP.) ESPACIAMIENTO VERTICAL (TIP.) d 4″ RAZANTE DE BERMA ESPACIAMIENTO TUBO DE DRENAJE 5 5 5 5 5 5