Golf DWG Full Project for AutoCAD

Golf DWG Full Project for AutoCAD

Project Execution minigolf. Plans layout and details of each of the fields of site-built miniature golf, as well as details of the building elements of the landscape.

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

note: the coordinates and levels used are arbitrary., karaoke-bolero, and balls., rental of clubs, folder, main road, karaoke access, golfito access, elevation of the reinforcement, element, ident. of the, steel, scheme, quality, diameter, length, quantity, weight of, see scheme, br, vre scheme, br, and which must be designed by a plastic artist., same the use of geometrical figures allusive to nature , note:, level of the perimeter edge, whose surface is located at the base for the starting shot, elevation a, h of the base of each, element should not, see detail a., elevation b, given concrete , concrete dies, isometric, tiled, existing terrain, metal plate, bolt holes, for gripping the slab to concrete, concrete, fixing bolts, stainless steel pipes, pavement, concrete cylinders, recessed and at a height of, this cut is typical for all the courts in, starting area., between the bricks there is a separation of i cm free, stagnation inside the court., to drain directly towards it., to propitiate the water drainage, avoiding Its, in some fields that require it, will be used, isometric, although it is not represented, the pavement that reaches the courts whose level is nt, is slabs, stone with grass joints as it appears in the detail plan, completion this same pavement., section , cant., long., identif., steel weight, support detail for vegetation, foundation detail, pavements, stone slabs, with grass joints, ground, concrete block, vegetable layer, mortar, paviblok slabs, square , precast concrete, concrete slabs, made in situ, blocks, concrete beam, hardwood planks, wooden boards, to stiffen, concrete block, steel tensioners, stainless, wood column, tar or tar application , see detail of foundation, pebbles, gravel, bolts for fixing, variable height, to hold zaranda mesh, plank section, clapboard section, original module, front view, side view, for banks an original module will be created c ombinating, in the scheme. in turn, these modules will be combined to create banks of different lengths., foundation detail, support for vegetation, marks in the repello, concrete blocks, screen mesh, simple concrete beams, gravel wire with grass on both sides , gravel thread with grass on one side, and stone slabs on the other, gravel thread with stone slabs, on both sides, will be depending on the width of the bridge and should not, the separation between the planks on the bridges, wall of containment, of vegetation, isometric bridges, isometric wall, value that appears in these points in the plan, general., gravel thread, of the sieve mesh held by the steels., height greater than that of the upper part, the edges Rolled must be at one, est. ocup., est. obs., vertex, reading, observations, calculation table of horizontal curves, curve, delta, stakeout record, karaoke-bowling, and balls, stakeout record for the support polygon, vert. polig., stakeout record for the support points of the gravel thread, note: the gravel thread is re-staked by the axis., registration of the squares of the squares, registration of stake out of the karaoke entrance, note: the stakeout of the bridges will be carried out on site with the presence of the designers., entrance to the karaoke, main entrance to the golfito, paviblok, concrete slabs fused in situ, with grass joints, masonry benches, pvc structure, palapa, benches cast iron, wooden poles with tensioners, concrete wall, support for vegetation, plank bridge, wooden, main access, golfito, access, karaoke, cast in situ, concrete sidewalk

Raw text data extracted from CAD file:

±0,00 ±0,00 ±0,00 1 2 3 4 5 6 A B C D A B C D 1 2 3 4 5 6 7 8 9 7 8 9 ±0,00 4.21 V-2 4.3 V-1 4.12 4.88 4.88 5.08 5.03 5.29 5.52 5.56 4.75 4.67 4.91 4.93 4.92 5.29 4.58 4.36 4.45 4.76 4.67 4.66 4.74 4.75 4.71 4.35 4.78 4.84 4.31 4.55 4.82 4.8 4.16 4.62 4.23 4.77 4.72 4.76 4.5 4.66 4.2 4.42 4.2 4.49 4.21 4.58 4.41 5.06 5.3 5.22 5.23 V-4 5.2 5.19 5.13 5.18 5.23 5.14 5.24 5.04 5.2 5.16 5.1 4.44 4.84 4.83 4.77 4.68 4.93 4.94 4.94 5.11 5.02 4.94 4.77 4.95 5.17 5.07 4.86 4.91 NPT 5.25 5.14 5.16 5.12 5.27 5.14 5 NPT 5.11 4.91 5.06 4.88 1A 4.9 4.87 4.68 5 5.25 5.25 3C 5.15 5.18 NPT 5.22 5.12 5.22 5.22 5.19 5.09 5.08 5.13 5.09 4.94 5.22 5.14 4.89 5.04 4.82 5.16 5.07 4.74 4.83 5.05 5.06 NPT 5.16 5.2 5.24 5.25 5.26 5.01 4.98 4.84 4.81 V-3 4.99 4.88 4.99 4.99 5.12 5.19 5.16 5.15 5.08 5.12 5.07 5.2 5.01 4.99 5.07 4.91 4.97 5.05 5.24 5.28 5.04 4.91 4.91 4.92 NPT 5.22 4.93 4.97 4.93 5 4.71 4.81 4.93 5.07 4.87 4.86 5 5.02 4.96 NPT 5.05 5 4.83 4.86 4.86 4.15 4.88 4.92 5.27 4.92 4.71 4.62 4.72 4.81 4.59 4.86 4.84 4.92 5.04 5.11 4.72 4.91 4.62 4.55 4.38 465 4.57 4.78 4.83 5.23 4.92 4.95 4.86 4.86 4.63 4.81 4.63 4.47 4.5 4.48 4.59 4.2 4.12 4.4 4.2 4.18 4.41 4.1 4.53 4.45 4.67 4.54 4.53 4.62 4.38 4.56 4.42 4.72 4.98 4.95 4.78 4.7 4.85 4.04 4.86 4.95 4.89 4.78 4.71 4.63 4.97 4.89 4.94 4.69 4.58 4.47 4.42 4.48 4.83 4.68 4.68 4.68 4.69 4.86 4.57 4.58 4.31 4.44 4.45 4.25 4.93 4.94 4.94 4.16 4.18 4.16 4.25 4.08 4.13 4.04 4.23 4.23 4.24 4.26 4.25 4.28 4.26 4.03 4.21 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 +4.60 +4.60 +4.60 +4.65 +4.62 +4.65 +4.65 0.7% 7.0m 0.5% 10.0m 0.9% 5.5m 0.5% 5.5m +4.68 1.3% 6.0m +4.65 +4.63 0.5% 4.0m +4.63 +4.65 +4.63 +4.65 0.6% 5.0m 0.5% 4.0m +4.65 +4.63 +4.65 +4.65 +4.60 +4.64 +4.60 0.36% 5.5m 0.8% 6.0m 0.7% 7.0m +4.62 +4.62 +4.60 +4.60 +4.60 +4.60 +4.65 +4.60 +4.64 +4.63 +4.63 +4.60 +4.60 +4.63 +4.60 +4.65 +4.64 +4.63 +4.63 +4.55 0.8% 2.5m 0.45% 4.4m +4.65 0.4% 5.0m 0.7% 10.0m 0.58% 3.4m +4.70 +4.64 +4.62 +4.62 +4.60 +4.60 +4.65 +4.63 +4.63 +4.63 +4.65 +4.64 +4.65 +4.70 0.5% 4.0m +4.62 +4.60 +4.63 0.57% 3.5m +4.65 0.7% 2.7m +4.60 +4.64 +4.60 1.6% 3.0m +4.60 +4.63 +4.63 0.8% 6.0m 0.9% 5.5m +4.70 +4.63 0.5% 4.0m +4.60 +4.60 +4.62 +4.63 0.73% 9.5m +4.60 +4.60 +4.65 +4.60 1.25% 4.0m +4.63 +4.65 +4.63 +4.60 +4.60 1.6% 3.0m +4.63 +4.65 +4.65 +4.63 +4.63 +4.65 0.58% 3.4m +4.68 +4.63 +4.62 +4.63 +4.65 +4.65 1.3% 3.8m 0.4% 5.0m 1.0% 5.0m 0.6% 3.0m 0.4% 4.8m +4.65 0.4% 5.0m 0.6% 3.3m +4.60 +4.60 +4.63 +4.65 1.0% 2.0m +4.63 +4.95 +4.90 +4.90 +4.95 +4.68 +4.73 1.0% 5.0m 1.0% 5.0m 1.0% 5.0m +4.60 +4.60 +4.70 1.6% 6.0m +4.60 +4.60 2.0% 6.3m +4.60 +4.63 +4.65 +4.65 +4.65 +4.65 +4.63 0.33% 6.0m 0.44% 4.5m 0.5% 6.0m +4.64 +4.65 +4.60 +4.60 +4.60 +4.65 +4.65 0.6% 7.5m 0.5% 10.0m 0.55% 9.0m +4.64 +4.64 1.1% 3.6m 0.36% 2.8m 0.8% 3.5m +4.65 +4.63 +4.65 +4.65 +4.60 0.66% 7.5m +4.70 +4.70 +4.68 +4.68 +4.70 +4.67 +4.65 0.3% 7.5m 0.66% 3.0m +4.68 +4.70 +4.70 +4.68 0.5% 3.7m 0.5% 3.7m +4.63 +4.63 +4.60 +4.63 +4.65 +4.65 +4.60 +4.63 +4.60 0.86% 2.3m 0.8% 2.5m 0.8% 2.3m 0.7% 7.0m +4.63 +4.65 +4.80 +4.80 +4.62 +4.65 +4.64 +4.62 +4.65 0.4% 4.5m +4.68 +4.64 +4.65 +4.65 +4.65 0.5% 2.0m +4.65 +4.65 +4.65 +4.63 +4.65 +4.65 +4.65 +4.65 +4.65 +4.60 +4.60 +4.65 +4.65 +4.60 +4.65 +4.61 +4.65 +4.65 +4.64 +4.64 +4.65 +4.65 +4.64 +4.63 +4.65 0.66% 3.0m +4.68 +4.65 +4.64 +4.63 +4.63 +4.65 0.6% 3.3m +4.65 +4.63 +4.65 +4.65 +4.64 +4.63 +4.63 +4.63 +4.65 +4.60 +4.63 +4.60 1.4% 15.8m +4.60 +4.65 +4.63 +4.65 +4.65 +4.64 0.6% 3.3m +4.63 +4.68 +4.62 +4.63 +4.60 +4.60 +4.65 +4.65 +4.70 0.88% 4.5m +4.63 +4.60 +4.63 +4.63 +4.65 NOTA: LAS COORDENADAS Y NIVELES UTILIZADOS SON ARBITRARIOS. KARAOKE- BOLERA Y PELOTAS. ALQUILER DE PALOS CARPETA VIA PRINCIPAL ACCESO KARAOKE ACCESO GOLFITO ±0,00 ±0,00 ? 1500 2100 284 294 1500 R1500 1456 970 5030 1032 829 868 2729 2399 4501 2724 R900 R1000 296 2930 600 700 2100 650 90 0'0" 90 0'0" 90 0'00" -303494.7217405523 +4.81 +4.81 +4.81 +4.86 +5.46 +4.86 +4.81 +5.45 +5.51 ECS: 1.50 ECS: 1.50 +4.81 +4.81 +5.51 +5.41 +5.46 +4.91 +4.86 R1.50 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 0.11 0.19 0.39 0.20 0.11 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 -303494.7217405523 R1.50 CANCHA No. 6 CORTE 3-3 3 3 \A1;800 \A1;4610 \A1;800 \A1;837 \A1;837 \A1;R=5350 \A1;112 \A1;945 \A1;112 \A1;118 \A1;190 \A1;1254 \A1;225 \A1;116 \A1;127 \A1;112 \A1;445 \A1;112 \A1;118 \A1;0.40 \A1;0.45 \A1;60011 \A1;10000 \A1;10000 \A1;15071 \A1;14929 \A1;50000 \A1;19980 \A1;20000 \A1;20020 \A1;500000 \A1;450000 \A1;70098 \A1;249775 \A1;130127 \A1;R50000 \A1;R45000 \A1;35000 \A1;120131 \A1;290890 \A1;10000 \A1;30000 \A1;20188 \A1;60188 \A1;20000 \A1;10000 \A1;R50000 \A1;R45000 \A1;79924 \A1;343557 \A1;179372 \A1;542555 \A1;492555 \A1;74625 \A1;104822 \A1;R50000 \A1;R45000 \A1;50000 \A1;15000 \A1;21009 \A1;1219 \A1;500000 \A1;450000 \A1;337322 \A1;20000 \A1;25984 \A1;74643 \A1;70435 \A1;127552 \A1;72998 \A1;41318 \A1;0.125 \A1;0.20 \A1;.05 \A1;60000 \A1;541 \A1;541 \A1;1200 \A1;300 \A1;600 \A1;300 \A1;8848 \A1;7848 \A1;2707 \A1;541 \A1;541 \A1;2859 \A1;400 \A1;1000 \A1;6425 \A1;197 \A1;198 \A1;14483 \A1;197 \A1;198 \A1;8200 \A1;9015 \A1;14022 \A1;22812 \A1;17014 \A1;23376 \A1;80455 \A1;30000 \A1;22587 \A1;23094 \A1;23074 \A1;23272 \A1;13923 \A1;14090 \A1;17001 \A1;23094 \A1;23272 \A1;23057 \A1;R45000 \A1;R50000 \A1;2500 \A1;6250 \A1;3750 \A1;2500 \A1;40 \A1;5000 \A1;25000 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;7500 \A1;1000 \A1;1000 \A1;8000 \A1;10000 \A1;5000 \A1;45000 \A1;45000 \A1;15000 \A1;15000 \A1;20000 \A1;2000 \A1;16000 \A1;2000 \A1;50000 \A1;R55000 \A1;R50000 \A1;133792 \A1;50000 \A1;50319 \A1;100468 \A1;515000 \A1;460000 \A1;160111 \A1;90000 \A1;163792 \A1;5000 \A1;20969 \A1;60774 \A1;196125 \A1;R50000 \A1;R45000 \A1;202396 \A1;300000 \A1;251633 \A1;915 \A1;60000 \A1;50000 \A1;442418 \A1;392418 \A1;28429 \A1;34463 \A1;64227 \A1;27818 \A1;17345 \A1;22740 \A1;32274 \A1;62950 \A1;38284 \A1;38034 \A1;45731 \A1;20000 \A1;30966 \A1;43750 \A1;20277 \A1;19910 \A1;17348 \A1;19910 \A1;20277 \A1;R45000 \A1;R50000 \A1;220000 \A1;170000 \A1;250320 \A1;R50000 \A1;R45000 \A1;130003 \A1;155000 \A1;103834 \A1;180024 \A1;162500 \A1;R20000 \A1;50000 \A1;R25000 \A1;R47500 1 2 3 4 5 6 A B C D A B C D 1 2 3 4 5 6 7 8 9 7 8 9 \A1;240 \A1;720 \A1;240 \A1;8848 \A1;7848 \A1;180 \A1;400 \A1;400 \A1;180 \A1;90°00'00" \A1;540 \A1;540 \A1;540 \A1;3250 \A1;R1000 \A1;200 \A1;200 \A1;R880 \A1;400 \A1;400 \A1;250 \A1;12350 \A1;2100 \A1;R590 \A1;R640 \A1;250 \A1;6730 \A1;1270 \A1;11710 \A1;270 \A1;120 \A1;170 \A1;1200 \A1;230 \A1;200 \A1;100 \A1;200 \A1;230 \A1;7580 \A1;50 \A1;50 \A1;135°00'00" \A1;135°00'00" \A1;50 \A1;5000 \A1;R1000 \A1;R880 \A1;R400 \A1;2400 \A1;2600 \A1;1000 \A1;1200 \A1;R830 \A1;3250 \A1;350 \A1;3050 \A1;4000 \A1;90°00'00" \A1;2000 \A1;300 \A1;1800 \A1;300 \A1;8848 \A1;7848 \A1;R1000 \A1;R880 \A1;579 \A1;835 \A1;303 \A1;365 \A1;358 \A1;365 \A1;358 \A1;307 \A1;358 \A1;414 \A1;666 \A1;1259 \A1;766 \A1;766 \A1;428 \A1;552 \A1;1318 \A1;552 \A1;1021 \A1;482 \A1;843 \A1;802 \A1;493 \A1;552 \A1;610 \A1;1259 \A1;766 \A1;766 \A1;489 \A1;552 \A1;1259 \A1;824 \A1;707 \A1;250 \A1;240 \A1;120 \A1;480 \A1;120 \A1;240 \A1;1442 \A1;135°0'0" \A1;90°0'0" \A1;90°0'0" \A1;1200 \A1;135°0'0" \A1;90°0'0" \A1;90°0'0" \A1;90°0'0" \A1;90°0'0" \A1;90°0'0" \A1;90°0'0" \A1;90°0'0" \A1;321 \A1;556 \A1;451 \A1;390 \A1;890 \A1;911 \A1;541 \A1;487 \A1;542 \A1;410 \A1;907 \A1;960 \A1;960 \A1;400 \A1;280 \A1;600 \A1;600 \A1;700 \A1;280 \A1;700 \A1;4400 \A1;5400 \A1;6003 \A1;960 \A1;1300 \A1;R500 \A1;300 \A1;300 \A1;50 \A1;1000 \A1;880 \A1;R880 \A1;R1000 \A1;10851 \A1;9851 \A1;2000 \A1;2000 \A1;1000 \A1;1000 \A1;1200 \A1;50 \A1;50 \A1;10000 \A1;9000 \A1;1200 \A1;2000 \A1;2400 \A1;200 \A1;500 \A1;180 \A1;180 \A1;260 \A1;50 \A1;50 \A1;200 \A1;200 \A1;250 \A1;9000 \A1;10000 \A1;R880 \A1;R1000 \A1;1875 \A1;280 \A1;400 \A1;280 \A1;1200 \A1;R880 \A1;R1000 \A1;5600 \A1;50 \A1;50 \A1;10000 \A1;9000 \A1;2700 \A1;1500 \A1;1000 \A1;1500 \A1;R1000 \A1;R880 \A1;R330 \A1;100 \A1;30 \A1;30 \A1;R430 \A1;90°00'00" \A1;90°00'00" \A1;305 \A1;100 \A1;30 \A1;30 \A1;100 \A1;30 \A1;30 \A1;305 \A1;R518 \A1;R518 \A1;613 \A1;613 \A1;586 \A1;100 ±0,00 400 300 693 600 1000 700 600 1400 4400 5400 6003 0.10 0.10 R250 ? ? 40 450 40 40 720 40 ? ? 40 50 50 R=100 100 1000 100 75 125 ±0,00 600 ±0,00 R=3550 11 10 9 11 10 9 6 5 4 3 2 1 D C B A 8 7 6 5 4 3 2 1 F E D C B A 7 8 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 170 449 R400 R200 R1000 R900 2850 12 10 10 10 10 10 A-28 A-28 A-28 A-28 A-28 A-28 A-28 ECS: 1.50 ELEVACION DEL REFUERZO SECCION DE CANCHA 2 ECS: 1.20 6 d12x5670 @180 13 d10x1270 @345 1 2 1 2 6 d10@200 6 d10x1100 800 4610 800 +1.78 +1.88 +1.35 +2.38 837 ECS: 1.40 DETALLE 1 837 +1.78 DETALLE 1 +1.75 +2.28 ELEMENTO IDENT. DEL ACERO ESQUEMA CALIDAD DIAMETRO Longitu d CANTIDAD PESO DE ACERO 1 VER ESQUEMA A-28 12 5670 6 30,20 2 VER ESQUEMA 10 1270 13 10,18 3 B.R. 1100 12 8,14 4 VER ESQUEMA 2480 12 18,35 5 VER ESQUEMA 1840 3 4,90 6 VER ESQUEMA 773 7 3,34 7 VRE ESQUEMA 1620 3 3,00 8 B.R 600 4 1,48 CANCHA 2 CANCHA 3 EN CANCHA 2 1 2 4 5 6 7 R=5350 112 945 112 118 720 450 100 100 190 1254 225 116 127 112 445 112 118 100 100 420 320 ver plano no.3532-209-101-106l. y las cuales deben de ser disenadas por un artista plastico. mismas el uso de figuras geometrcas alusivas a la naturaleza, como las dimenciones de sus bases; proponiendose para las 6, 8, 9 y 10, se senala la ubicacion de los obstaculos asi Se hace necesario aclarar, que en el caso de las canchas 1, 5, NOTA: nivel del borde perimetral. cuya superficie se ubica al base para el tiro de inicio, +4.79 +4.91 +4.98 +5.28 +5.11 +4.83 +4.96 +4.91 +4.79 +4.985 +4.522 +5.28 +5.33 +4.91 +4.96 +5.11 +4.86 +4.86 +4.83 0.40 0.45 90 0'0" ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 5 ECS: 1.50 5 5 5 5 ECS: 1.50 ECS: 1.50 ECS: 1.50 ECS: 1.100 ECS: 1.50 5 5 CORTE 5-5 5 5 5 5 5 5 5 5 5 5 5 +2.43 +1.78 +1.88 +1.83 +1.754 +2.48 +1.78 0.20 5 +2.60 +2.55 +2.65 +4.98 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +5.262 +5.36 +5.31 0.40 0.05 5 5 5 5 4 4 5 5 5 5 5 5 5 5 5 5 5 5 CANCHA No. 7 CORTE 2-2 CORTE 4-4 CANCHA No. 5 CANCHA No. 4 2 ESC: 1: 20 0.125 0.20 .05 CORTE 1-1 ECS: 1.100 ELEVACION A ECS: 1.100 A CANCHA No. 2 1 1 5 h de la base de cada 5 5 5 elemento no debe ser inferior a los 7 cm. 5 5 5 CANCHA No. 1 5 5 5 5 5 5 135d0'0" 5 135d0'0" 5 ECS: 1.50 5 5 5 5 5 R900 R1000 196 204 5 5 5 Ver detalle A. 400 400 400 1200 5 5 400 ECS: 1:10 DETALLE "A" 5 5 400 200 5 CANCHA No. 10 ECS: 1.50 60d0'0" 60d0'0" 5 9998 5 5 5 5 5 5 5 5 5 208 5 392 397 403 5 5 2 4 10 4 d10x600 5 5 +1.83 ECS: 1.50 +1.824 ELEVACION B 488 112 +1.63 486 5 5 5 ECS: 1.50 5 5 5 CANCHA No. 3 5 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 250 500 250 ±0,00 5 5 5 5 40 5 13 d10x773 @345 @200 +1.93 +1.88 5 SECCION DE CANCHA 3 5 3 d12x1840 5 ECS: 1.10 6 3 d10@200 7 ECS: 1.10 5 5 5 5 DETALLE 2 5 5 5 5 5 5 +1.43 +1.93 ELEVACION DEL REFUERZO 5 5 5 5 5 5 ECS: 1.25 EN CANCHA 3 5 +2.43 +2.43 +1.87 5 5 320 40 400 40 DETALLE 2 5 6 5 8 6 5 5 5 5 CANCHA No. 8 5 5 5 5 ECS: 1.50 5 7 16 5 45 0'0" 5 5 5 90 0'0" 1450 45 0'0" 135 0'0" 90 0'0" ECS: 1.50 CANCHA No. 11 90 0'0" 90 0'0" 90 0'0" 90 0'0" 90 0'0" 5 5 5 5 5 5 5 5 5 5 5 5 5 398 5 5 5 5 5 135 0'0" 915 5 5 5 15 1 3 5 8 9 11 5 5 0.35 5 5 5 5 12 5 5 5 5 0.50 1.00 5 1.00 5 CANCHA No. 9 ECS: 1.50 90d0'0" 5 5 1804 13 14 17 18 17 18 5 5 5 5 5 180 5 5 180 90°00'00" 540 540 540 3250 1 1 5 5 5 5 5 5 DADO DE HORMIGÓN ±0,00 DADOS DE HORMIGÓN ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 5 2 2 5 ±0,00 ±0,00 ±0,00 +4.65 +5.00 +5.30 +4.70 +4.65 ±0,00 ±0,00 0.5% 0.5% ±0,00 5 5 5 5 5 1270 5 5 5 5 5 5 5 5 5 5 5 ±0,00 ±0,00 5 5 135°00'00" 135°00'00" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 90°00'00" 5 5 5 5 3 3 +4.65 +4.73 +4.73 +4.65 ±0,00 ±0,00 ±0,00 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 5 5 5 5 5 5 5 5 5 5 5 5 5 135°0'0" 90°0'0" 90°0'0" 5 135°0'0" 90°0'0" 90°0'0" 90°0'0" 90°0'0" 90°0'0" 90°0'0" 90°0'0" 5 5 5 5 5 5 5 5 5 5 5 5 +4.65 +4.65 +4.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +4.65 +4.68 +4.85 5 5 5 +5.05 +5.05 +5.08 6 6 +4.65 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 5 5 5 5 5 5 5 5 5 5 5 ±0,00 ±0,00 ±0,00 5 5 ±0,00 5 +4.65 +4.95 +4.95 +4.95 +4.65 +4.65 +4.65 4 4 7 7 +4.65 +4.65 +4.85 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 5 5 5 5 5 5 260 5 5 5 200 5 ±0,00 5 5 5 ±0,00 5 8 ±0,00 +4.65 +5.00 5 5 5 5 ±0,00 ±0,00 +4.65 5 ±0,00 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 90°00'00" 90°00'00" 305 5 5 5 5 5 5 5 5 5 5 5 5 5 +4.75 5 5 +4.65 +4.65 +4.70 +4.85 +4.75 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ESC 1/50 CANCHA 10 CORTE 1-1 CANCHA 11 ESC 1/50 CORTE 2-2 CANCHA 12 ESC 1/50 CORTE 3-3 ESC 1/50 CANCHA 13 ESC 1/50 CANCHA 15 CANCHA 17 ESC 1/50 CANCHA 16 ESC 1/50 CORTE 4-4 CORTE 6-6 CANCHA 14 ESC 1/50 CANCHA 18 ESC 1/50 CORTE 7-7 CORTE 8-8 VER DETALLE 1 DETALLE 1 ESC 1/20 CORTE 5-5 ISOMETRICO CANCHA 14 TUBOS PARA DRENAJE d 1pulg. 1 2 3 4 5 6 A B C D A B C D 1 2 3 4 5 6 7 8 9 7 8 9 ±0,00 \A1;1875 \A1;2000 \A1;10000 \A1;R880 \A1;R1000 \A1;9000 \A1;1200 \A1;2400 \A1;500 \A1;360 \A1;360 \A1;480 \A1;1200 \A1;280 \A1;280 \A1;400 \A1;200 \A1;100 \A1;100 \A1;190 \A1;10 \A1;10 \A1;10 \A1;50 \A1;600 \A1;600 \A1;10 \A1;10 \A1;10 \A1;10 \A1;10 \A1;1200 \A1;120 \A1;120 \A1;R880 \A1;R1000 \A1;500 \A1;850 \A1;230 \A1;230 \A1;180 \A1;180 \A1;200 \A1;200 \A1;200 \A1;230 \A1;230 \A1;230 \A1;340 \A1;250 \A1;10000 \A1;9000 \A1;R350 \A1;1200 \A1;360 \A1;480 \A1;360 \A1;R1000 \A1;R880 \A1;R400 \A1;R125 \A1;60°00'00" \A1;60°00'00" \A1;10000 \A1;9000 \A1;500 \A1;1800 \A1;2000 \A1;1500 \A1;200 \A1;200 \A1;560 \A1;380 \A1;380 \A1;380 \A1;380 \A1;200 \A1;200 \A1;560 \A1;50 \A1;R1000 \A1;R900 \A1;2724 \A1;2400 \A1;2930 \A1;2729 \A1;5030 \A1;970 \A1;2100 \A1;4498 \A1;120 \A1;120 \A1;120 \A1;120 \A1;500 \A1;360 \A1;480 \A1;360 \A1;100 \A1;80 \A1;50 \A1;100 \A1;100 \A1;10 \A1;\U+220525 \A1;5 \A1;3 \A1;50 \A1;10 \A1;10 \A1;10 \A1;90°00'00" \A1;3529 \A1;4029 \A1;R1480 \A1;3500 \A1;R1500 \A1;90°00'00" \A1;90°00'00" \A1;280 \A1;280 \A1;R1500 \A1;\U+2205200 \A1;\U+2205300 \A1;600 \A1;620 \A1;1100 \A1;R980 \A1;130 \A1;700 \A1;130 \A1;10300 \A1;9200 \A1;3276 \A1;1800 \A1;3202 \A1;1200 \A1;400 \A1;500 \A1;280 \A1;280 \A1;400 \A1;500 \A1;320 \A1;320 \A1;900 \A1;900 \A1;100 \A1;50 \A1;600 \A1;50 \A1;50 \A1;50 \A1;80 \A1;50 \A1;40 \A1;100 \A1;500 \A1;R880 \A1;R1000 \A1;R880 \A1;R1000 \A1;30 \A1;350 \A1;10000 \A1;9000 \A1;1200 \A1;2000 \A1;1000 \A1;1000 \A1;1500 \A1;1500 \A1;R880 \A1;R1000 \A1;180 \A1;50 \A1;R650 \A1;112°00'00" \A1;180 \A1;R1183 \A1;90°00'00" \A1;4587 \A1;997 \A1;1200 \A1;R1533 \A1;9051 \A1;933 \A1;933 \A1;R1356 \A1;R1956 \A1;90°00'00" \A1;1366 \A1;1356 \A1;4150 \A1;1290 11 11 13 13 12 12 4 4 +4.65 6 6 +4.64 +5.00 +4.89 7 7 1 1 5 5 5 5 5 5 +5.00 5 5 5 5 5 5 5 5 5 5 2 2 ±0,00 5 5 5 5 5 5 5 5 5 5 ±0,00 5 5 5 5 5 5 5 5 5 5 5 850 5 5 5 5 5 5 5 230 5 5 3 3 5 5 5 5 HORMIGÓN R'bk=175Kg/cm2 1 2 5 5 5 5 5 5 5 5 5 3 5 4 +4.65 +4.65 +4.65 60°00'00" 60°00'00" +4.65 +4.95 +4.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +4.81 +4.81 5 5 5 2400 5 5 5 5 5 5 5 5 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 4 4 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 5 5 ±0,00 ±0,00 5 5 ±0,00 2 LADRILLOS COLOCADOS ALICATADOS TERRENO EXISTENTE (ARENOSO) compactación del 95% VER DETALLE 1 5 5 5 5 CHAPILLA METÁLICA VER DETALLE 2 VER DETALLE 3 5 5 5 5 5 5 5 5 5 ORIFICIOS PARA COLOCACIÓN DE PERNOS PARA AGARRE DE LA CHAPILLA AL HORMIGÓN HORMIGÓN 5 PERNOS DE FIJACIÓN 5 5 10 TUBOS DE ALUMINIO INOXIDABLE COLOR ROJO d2 pulg. VER DETALLE 4 90°00'00" 5 5 5 5 5 90°00'00" 90°00'00" 280 5 5 5 5 +4.65 +4.65 PAVIMENTO 600 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 620 ±0,00 CILINDROS DE HORMIGÓN EMPOTRADOS Y A UNA ALTURA DE 25 cm SOBRE EL NIVEL DE LA CANCHA TUBO PARA DRENAJE d1" +4.64 +4.74 +4.79 +4.83 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ±0,00 ±0,00 ±0,00 5 ±0,00 ±0,00 ±0,00 ±0,00 5 5 5 5 5 5 5 40 5 3 d10 @200 3 4 4d10 x 600 1 2 2 1 3d12x 1840 @200 7d10 x 770 @345 +4.65 ±0,00 ±0,00 ±0,00 +5.16 +4.65 8 8 9 9 +4.65 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 5 ±0,00 ±0,00 +4.65 +4.65 5 5 5 5 ±0,00 ±0,00 ±0,00 5 5 ±0,00 ±0,00 ±0,00 +4.65 +5.10 +4.30 10 10 5 5 5 5 5 5 5 5 5 5 5 5 5 112°00'00" 180 5 90°00'00" 5 5 5 5 5 5 5 5 5 90°00'00" 5 5 5 5 +4.65 +4.65 +4.65 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ±0,00 ESC 1/50 CANCHA 5 NOTA: EL NIVEL ±0.00 SE CORRESPONDE CON EL NIVEL DE LAS CANCHAS EN LA ZONA DE INICIO, QUE ES +4.65 EN TODAS EXCEPTO EN LA CANCHA 5 DONDE EL NIVEL ES DE +4.64. ESTE CORTE ES TÍPICO PARA TODAS LAS CANCHAS EN ZONA DE INICIO. ESC 1/50 CANCHA 1 CORTE 2-2 ESC 1/20 DETALLE 1 ESC 1/20 ESC 1/20 DETALLE 2 DETALLE 3 ESC 1/20 ENTRE LOS LADRILLOS HAY UNA SEPARACIÓN DE I cm LIBRE ESTANCAMIENTO DENTRO DE LA CANCHA. NOTA: CHAPILLA METÁLICA ESC 1/5 TUBERÍAS DE 1 PULGADA EMPOTRADAS EN EL TERRENO PARA DRENAR DIRECTAMENTE HACIA ÉL. PARA PROPICIAR EL DRENAJE DEL AGUA, EVITANDO SU EN ALGUNAS CANCHAS QUE LO REQUIEREN, SE UTILIZARÁN CORTE 1-1 CANCHA 2 ESC 1/50 DETALLE 4 ESC 1/30 CORTE 3-3 ISOMÉTRICO CANCHA 3 ESC 1/50 CANCHA 3 CORTE 4-4 AUNQUE NO APARECE REPRESENTADO, EL PAVIMENTO QUE LLEGA HASTA LAS CANCHAS CUYO NIVEL ES NT, ES DE LAJAS DE PIEDRA CON JUNTAS DE CESPED TAL COMO APARECE EN EL PLANO DE DETALLES (VER PLANO 6132-03-661.01-0112.0-09) LOS TALUDES DE LAS CANCHAS 4 Y 16 TENDRÁN COMO TERMINACIÓN ESTE MISMO PAVIMENTO. CANCHA 4 ESC 1/50 CORTE 5-5 CORTE 7-7 CORTE 6-6 CANCHA 6 ESC 1/50 ELEVACION DEL REFUERZO ESC 1/50 DETALLE 5 SECCIÓN CANT. LONG. d CALIDAD IDENTIF. ELEMENTO CANCHA 6 1 2 4 3 A-28 A-28 A-28 A-28 12 10 10 10 1840 770 1620 600 3 7 3 4 PESO DEL ACERO 4.90 3.34 3.00 1.48 ESC 1/30 CORTE 8-8 CORTE 9-9 ESC 1/50 CANCHA 7 CANCHA 8 ESC 1/50 CORTE 10-10 CANCHA 9 ESC 1/50 CORTE 11 CORTE 12 CORTE 13 CORTE 14 TUBO DE DRENAJE d1 pulg. \A1;400 \A1;200 \A1;200 \A1;400 \A1;200 \A1;150 \A1;150 \A1;100 \A1;100 \A1;150 \A1;150 \A1;1800 \A1;1800 \A1;100 \A1;450 \A1;50 \A1;500 \A1;250 \A1;250 \A1;500 \A1;250 \A1;200 \A1;70 \A1;100 \A1;1475 \A1;250 \A1;200 1 2 3 4 5 6 A B C D A B C D 1 2 3 4 5 6 7 8 9 7 8 9 \A1;100 \A1;300 \A1;200 \A1;50 \A1;200 \A1;100 \A1;300 \A1;300 \A1;100 \A1;70 \A1;1000 \A1;300 \A1;100 \A1;500 \A1;200 \A1;300 \A1;500 \A1;600 \A1;600 \A1;200 \A1;500 \A1;200 \A1;300 \A1;500 \A1;600 \A1;600 \A1;200 \A1;600 \A1;300 \A1;500 \A1;200 \A1;600 \A1;500 \A1;150 \A1;50 \A1;300 \A1;50 \A1;25 \A1;1200 \A1;400 \A1;400 \A1;1600 \A1;400 ±0,00 ±0,00 \A1;ALTURA VARIABLE \A1;100 \A1;200 \A1;300 5 5 5 5 5 5 5 5 5 5 5 esc:1:20 DETALLE DE SOPORTE PARA VEGETACION 5 5 5 5 5 5 5 5 5 DETALLE DE CIMENTACION esc:1:10 5 5 5 5 5 5 5 PAVIMENTOS DETALLE 1 DETALLE 2 DETALLE 3 DETALLE 4 5 5 5 LAJAS DE PIEDRA CON JUNTAS DE CESPED TERRENO CONTÉN DE HORMIGÓN CAPA VEGETAL R'bk=150 Kg/cm2 50 CONTÉN DE HORMIGÓN R'bk=150Kg/cm2 MORTERO 5 LOSAS PAVIBLOK espesor 2 cm PLAZA PREPISO DE HORMIGÓN CON JUNTAS DE CESPED LAJAS DE PIEDRA espesor 7 cm CAPA VEGETAL 5 5 MORTERO MORTERO 5 5 5 5 CON JUNTAS DE CESPED 5 5 MORTERO LAJAS DE PIEDRA LOSAS DE HORMIGÓN FABRICADAS IN SITU CAPA VEGETAL TERRENO TERRENO 5 5 300 5 5 5 5 5 5 300 5 5 5 5 5 5 5 5 5 300 BLOQUES DE HORMIGÓN 5 TERRENO CAPA VEGETAL LAJAS DE PIEDRA MORTERO VIGA DE HORMIGÓN R'bk=150Kg/cm2 LAJAS DE PIEDRA TABLONES DE MADERA DURA TABLAS DE MADERA PARA RIGIDIZAR 5 5 5 5 BLOQUE DE HORMIGÓN 5 5 5 5 5 \A1;2400 TENSORES DE ACERO INOXIDABLE COLUMNA DE MADERA HORMIGÓN SIMPLE R'bk=150 Kg/cm2 (500x500x500mm) APLICACIÓN BREA O ALQUITRÁN COLUMNA DE MADERA VER DETALLE DE CIMENTACIÓN CANTOS RODADOS GRAVA CONTÉN DE HORMIGÓN R'bk=150Kg/cm2 +4.60 +4.60 11 PERNOS PARA FIJACIÓN ALTURA VARIABLE 5 5 ACEROS d10@750 5 PARA SUJETAR MALLA ZARANDA DETALLE 5 ESC 1/20 ESC 1/20 DETALLE 6 DETALLE 7 ESC 1/20 CORTE 1-1 ESC 1/20 ESC 1/20 CORTE 2-2 CORTE 3-3 ESC 1/20 DETALLE 3. PUENTES ESC 1/10 SECCIÓN DE TABLÓN SECCIÓN DE TABLILLA DETALLE 1. BANCOS ESC 1/20 MÓDULO ORIGINAL ESC 1/10 COMBINACIÓN DE 4 MÓDULOS ESC 1/20 VISTA FRONTAL VISTA LATERAL NOTA: PARA LOS BANCOS SE CREARÁ UN MÓDULO ORIGINAL COMBINANDO BLOQUES DE HORMIGÓN DE 10 Y 15 cm DE ESPESOR TAL COMO APARECE EN EL ESQUEMA. A SU VEZ, ESTOS MÓDULOS SERÁN COMBINADOS PARA CREAR BANCOS DE DIFERENTES LONGITUDES. DETALLE 2 DETALLE DE CIMENTACIÓN ESC 1/20 ESC 1/20 SOPORTE PARA VEGETACIÓN MARCAS EN EL REPELLO LAJAS DE PIEDRA TABLONES DE MADERA DURA BLOQUES DE HORMIGÓN ACEROS d10 ESPACIADOS CADA 75cm TERRENO MALLA ZARANDA VIGAS DE HORMIGÓN SIMPLE R'bk=150Kg/cm2 HILO DE GRAVA CON CÉSPED A AMBOS LADOS HILO DE GRAVA CON CÉSPED A UN LADO Y LAJAS DE PIEDRA AL OTRO HILO DE GRAVA CON LAJAS DE PIEDRA A AMBOS LADOS VER PLANO 6132-03-201.0-0101.0-08 ESTARÁ EN FUNCIÓN DEL ANCHO DEL PUENTE Y NO DEBE LA SEPARACIÓN ENTRE LOS TABLONES EN LOS PUENTES NOTA: EXCEDER LOS 5 cm. DETALLE 4 MURO DE CONTENCIÓN DE VEGETACIÓN ESC 1/150 ESC 1/25 ISOMÉTRICO PUENTES +0.60 ±0.00 ±0.00 ISOMÉTRICO MURO ESC 1/25 VER PLANO 6132-03-201.0-0101.0-02 VALOR QUE APARECE EN ESTOS PUNTOS EN EL PLAN EL VALOR ± 0.00 DEL MURO SE CORRESPONDE CON EL GENERAL. NOTA: MURO DE CONTENCIÓN HILO DE GRAVA ±0,00 +0.60 ±0,00 4 4 CORTE 4-4 ESC 1/15 CAPA VEGETAL HORMIGÓN R'bk=150Kg/cm2 2d10 @variable d10 @400 DE LA MALLA ZARANDA SUJETA POR LOS ACEROS. ALTURA MAYOR A LA DE LA PARTE SUPERIOR LOS CANTOS RODADOS DEBEN ESTAR A UNA NOTA: TERRENO 5 4 3 2 1 5 4 3 2 1 C B A D C B A R309 742 -667.0906111208958 -667.0906111208958 \A1;3324 \A1;3925 \A1;2533 \A1;3000 \A1;77°16'17" \A1;80°58'23" \A1;4000 \A1;85°30'23" \A1;2000 \A1;104°18'46" \A1;5247 \A1;96°32'52" \A1;2900 \A1;10615 \A1;12011 \A1;12011 \A1;652 \A1;206°29'3" \A1;3097 \A1;1350 \A1;3116 \A1;46°12'24" \A1;10699 \A1;14515 \A1;5517 \A1;1500 \A1;92°8'11" \A1;84°27'1" \A1;3700 \A1;83°47'37" \A1;3682 \A1;4244 \A1;747 \A1;3361 \A1;5250 \A1;10707 \A1;10699 \A1;14513 \A1;1400 \A1;3582 \A1;3700 \A1;2900 \A1;2533 \A1;3899 \A1;2120 \A1;5466 \A1;2996 \A1;3019 \A1;1141 \A1;12010 \A1;12010 \A1;1102 \A1;8093 \A1;3789 \A1;763 \A1;2900 \A1;8629 \A1;641 \A1;1005 \A1;1063 \A1;1900 \A1;5488 V-1 4.12 V-2 4.3 P-23 P-16 5 5 5 5 5 5 4000 5 5 5 5 5 5 5 5 5 5 5 <> 1350 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-9 P-8 P-10 P-12 P-13 P-11 5 REGISTRO DE REPLANTEO PARA LA POLIGONAL DE APOYO DEL PAVIMENTO 1 EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 13° 40' 59'' 43.649 P-1 V-2 V-1 348° 17' 04'' 50.85 V-2 V-1 282° 14' 47'' 33.196 P-5 V-1 V-2 20° 51' 14'' 91.128 V-2 V-1 278° 22' 38'' 36.219 P-6 V-1 V-2 22° 24' 10'' 94.019 V-2 V-1 253° 32' 52'' 25.525 P-7 V-1 V-2 13° 49' 53'' 102.398 V-2 V-1 295° 05' 36'' 23.09 P-8 V-1 V-2 14° 14' 16'' 85.019 V-2 V-1 290° 16' 49'' 15.85 P-9 V-1 V-2 9° 43' 47'' 87.972 V-2 V-1 306° 25' 28'' 13.39 P-10 V-1 V-2 7° 17' 15'' 84.936 V-2 V-1 336° 27' 11'' 35.217 P-12 V-1 V-2 13° 12' 52'' 61.545 V-2 V-1 342° 38' 27'' 40.232 P-13 V-1 V-2 12° 34' 38'' 55.123 V-2 V-1 337° 54' 02'' 45.717 P-14 V-1 V-2 19° 02' 17'' 52.726 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 P-14 EST. OCUP. (0° 00' 00'') EST. OBS. VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES REGISTRO DE REPLANTEO (CONTINUACION) 5 5 5 5 5 5 5 5 5 12 18 16 13 14 17 15 1 11 10 8 9 7 2 3 6 4 5 C-1 C-2 C-3 C-4 C-6 C-7 C-5 C-8 C-9 C-10 C-12 C-11 C-13 C-14 C-15 C-16 C-17 TABLA DE CALCULO DE CURVAS HORIZONTALES CURVA DELTA R (m.) T (m.) D (m.) E (m.) CM (m.) M (m.) Gc 1 134° 48' 31'' 3.02 7.25 137.75 4.84 5.57 1.86 19° 34' 23'' 2 53° 04' 19'' 10.59 5.29 9.81 1.25 9.46 1.12 108° 13' 18'' 3 206° 29' 02'' 3 -12.73 184.42 -16.08 5.83 3.68 22° 23' 34'' 4 15° 31' 37'' 26.16 3.57 7.09 0.24 7.07 0.24 43° 48' 22'' 5 21° 59' 36'' 35.25 6.85 13.53 0.66 13.45 0.65 32° 30' 16'' 6 20° 27' 24'' 12 2.16 4.28 0.19 4.26 0.19 95° 31' 20'' 7 48° 58' 59'' 12.01 5.47 10.27 1.19 9.96 1.08 95° 24' 27'' 8 46° 12' 36'' 10.7 4.56 8.63 0.93 8.4 0.86 107° 06' 18'' 9 62° 31' 44'' 14.51 8.81 15.84 2.47 15.06 2.11 78° 57' 29'' 10 92° 08' 10'' 1.4 1.45 18.71 0.62 2.02 0.43 98° 30' 51'' 11 83° 55' 55'' 3.59 3.23 5.26 1.24 4.8 0.92 319° 10' 12'' 12 84° 28' 25'' 3.7 3.36 5.45 1.3 4.97 0.96 309° 44' 47'' 13 96° 32' 52'' 2.9 3.25 54.94 1.46 4.33 0.97 35° 08' 41'' 14 104° 05' 47'' 1.9 2.44 8.57 1.19 3 0.73 242° 55' 04'' 15 85° 30' 22'' 2.9 2.68 48.66 1.05 3.94 0.77 35° 08' 41'' 16 77° 19' 09'' 2.53 2.03 16.73 0.71 3.16 0.55 92° 26' 33'' 17 80° 58' 22'' 3.9 3.33 5.51 1.23 5.06 0.93 293° 52' 30'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-14 V-1 V-2 6° 07' 27'' 30.367 P-2 V-2 V-1 357° 00' 32'' 62.091 V-1 V-2 34° 41' 16'' 27.975 P-3 V-2 V-1 347° 02' 35'' 71.005 V-1 V-2 27° 12' 15'' 65.885 P-4 V-2 V-1 318° 07' 43'' 45.127 V-2 V-1 341° 10' 59'' 26.41 P-11 V-1 V-2 7° 13' 26'' 67.74 PLANTA INDICE POLIGONAL DE APOYO PARA EL REPLANTEO ESCALA: 1/500 PLANTA INDICE PARA LAS CURVAS HORIZONTALES ESCALA: 1/500 5 4 3 2 1 5 4 3 2 1 C B A D C B A 17 16 12 15 14 18 1 3 2 6 4 11 9 10 8 7 5 \A1;R400 \A1;R400 \A1;R400 \A1;5247 \A1;5133 \A1;3744 \A1;2941 \A1;2682 \A1;2091 \A1;R1000 \A1;R1000 \A1;R1000 \A1;4779 \A1;4191 \A1;2416 \A1;R1000 \A1;R1000 \A1;R1000 \A1;d2250 \A1;2626 \A1;3287 \A1;1542 \A1;R800 \A1;R800 \A1;R400 \A1;2475 \A1;3223 \A1;3243 \A1;R320 \A1;R320 \A1;R320 \A1;\U+22052397 \A1;\U+22052200 V-1 4.12 V-2 4.3 A-1 A-2 A-3 B-1 B-2 B-3 C-3 C-2 C-1 CH-1 D-3 D-1 D-2 E-1 F-1 G-2 G-1 G-3 A-1 A-3 A-2 B-1 B-2 B-3 C-1 C-3 D-2 D-1 D-3 G-3 G-2 G-1 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 16° 33' 53'' 22.328 A-1 V-2 V-1 354° 51' 44'' 71.085 V-1 V-2 18° 19' 09'' 24.911 A-2 V-2 V-1 353° 29' 02'' 68.998 V-1 V-2 13° 31' 06'' 24.987 A-3 V-2 V-1 355° 05' 01'' 68.156 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 326° 35' 51'' 41.579 B-1 V-1 V-2 21° 42' 36'' 61.878 V-2 V-1 319° 25' 31'' 42.017 B-2 V-1 V-2 24° 23' 10'' 66.191 V-2 V-1 324° 18' 58'' 38.188 B-3 V-1 V-2 20° 00' 20'' 65.111 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 314° 52' 49'' 36.335 C-1 V-1 V-2 21° 08' 50'' 71.367 V-2 V-1 311° 03' 47'' 40.377 C-2 V-1 V-2 24° 52' 09'' 72.39 V-2 V-1 309° 12' 43'' 38.322 C-3 V-1 V-2 23° 35' 47'' 74.175 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 282° 54' 51'' 28.206 CH-1 V-1 V-2 17° 44' 53'' 90.189 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 269° 15' 19'' 25.442 D-1 V-1 V-2 15° 22' 20'' 95.964 V-2 V-1 271° 28' 29'' 26.609 D-2 V-1 V-2 16° 12' 26'' 95.303 V-2 V-1 264° 24' 41'' 26.913 D-3 V-1 V-2 15° 46' 25'' 98.531 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 245° 01' 38'' 27.027 E-1 V-1 V-2 13° 18' 14'' 106.468 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 218° 48' 14'' 14.959 F-1 V-1 V-2 5° 09' 27'' 104.28 REGISTRO DE REPLANTEO EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 259° 24' 18'' 6.4 G-1 V-1 V-2 3° 51' 14'' 93.588 V-2 V-1 252° 27' 01'' 9.502 G-2 V-1 V-2 5° 26' 37'' 95.496 V-2 V-1 238° 33' 08'' 6.948 G-3 V-1 V-2 3° 32' 22'' 96.008 5 R400 5 C-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d2250 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CH-1 E-1 F-1 PLANTA INDICE POLIGONAL DE APOYO PARA EL REPLANTEO ESCALA: 1/500 KARAOKE-BOLERA VIA PRINCIPAL ALQUILER DE PALOS Y PELOTAS PLANTA INDICE PONCHES ESCALA: 1/500 5 4 3 2 1 5 4 3 2 1 C B A D C B A 1 V-1 4.12 V-2 4.3 P-2 P-1 1 P-3 P-5 2 P-4 3 P-6 P-8 4 P-9 P-10 5 P-11 P-12 P-13 P-14 7 P-15 8 P-17 P-18 P-16 6 9 P-19 10 P-20 P-21 P-22 11 P-23 P-24 12 P-25 P-26 P-27 14 P-28 P-29 P-30 15 P-32 P-31 16 17 P-33 P-34 18 P-35 P-15 P-17 P-25 P-30 P-31 P-35 P-32 P-34 P-27 P-26 P-28 P-24 P-23 P-22 P-21 P-29 P-33 P-19 P-18 P-20 P-16 P-1 P-2 P-5 P-6 P-9 P-12 P-4 P-3 P-13 P-14 P-11 P-10 P-8 P-7 REGISTRO DE REPLANTEO PARA LA POLIGONAL DE APOYO EST. OCUP. EST. OBS. LECTURA DISTANCIA (m.) OBSERVACIONES V-1 0° 00' 00'' - Vert. Polig. P-1 291° 41' 02'' 40.531 P-2 297° 17' 26'' 32.255 P-3 294° 48' 36'' 27.561 P-4 276° 20' 16'' 23.963 P-5 276° 48' 46'' 29.723 P-6 259° 16' 30'' 29.224 P-7 248° 05' 14'' 30.089 P-8 237° 35' 29'' 25.648 P-9 224° 58' 23'' 17.805 P-10 214° 23' 40'' 11.528 P-11 275° 58' 31'' 8.195 P-12 287° 36' 17'' 17.077 P-13 306° 56' 27'' 19.481 P-14 321° 42' 28'' 19.424 P-15 347° 23' 12'' 18.577 P-16 351° 06' 28'' 27.455 P-17 350° 23' 35'' 32.561 P-18 342° 14' 22'' 31.391 V-2 REGISTRO DE REPLANTEO PARA LA POLIGONAL DE APOYO EST. OCUP. EST. OBS. LECTURA DISTANCIA (m.) OBSERVACIONES V-2 0° 00' 00'' - Vert. Polig. P-19 11° 04' 34'' 50.809 P-20 5° 15' 20'' 44.627 P-21 17° 33' 26'' 36.123 P-22 24° 48' 41'' 25.153 P-23 26° 12' 16'' 20.279 P-24 39° 45' 39'' 21.101 P-25 47° 33' 54'' 24.837 P-26 42° 46' 38'' 34.381 P-27 35° 05' 29'' 37.211 P-28 28° 33' 14'' 44.909 P-29 22° 06' 02'' 52.500 P-30 24° 29' 04'' 59.993 P-31 31° 45' 39'' 68.273 P-32 27° 00' 25'' 70.263 P-33 19° 44' 25'' 68.278 P-34 25° 39' 27'' 75.497 P-35 31° 30' 28'' 79.771 V-1 P-7 P-31a P-31a 28° 03' 09'' 64.017 P-31a PLANTA INDICE POLIGONAL DE APOYO ESCALA: 1/500 KARAOKE-BOLERA VIA PRINCIPAL ALQUILER DE PALOS Y PELOTAS 5 4 3 2 1 5 4 3 2 1 C B A D C B A \A1;25182 \A1;90°2'12" \A1;12393 \A1;49°45'15" \A1;95°53'16" \A1;10522 \A1;14951 \A1;43°25'0" \A1;13°24'23" \A1;23902 \A1;29182 \A1;23°22'32" \A1;91°15'36" \A1;11460 \A1;45°45'17" \A1;22649 \A1;54°56'11" \A1;19°30'43" \A1;20290 \A1;8031 \A1;142°56'3" \A1;26842 \A1;27°19'48" \A1;15562 \A1;10966 \A1;9557 \A1;11701 \A1;9084 V-1 4.12 V-2 4.3 2 3 4 5 7 8 6 9 10 11 12 14 15 16 17 18 1 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 P-2 P-1 P-3 P-4 P-5 P-6 REGISTRO DE REPLANTEO PARA LOS PUNTOS DE APOYO DEL HILO DE GRAVA EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 33° 49' 44'' 28.809 P-1 V-2 V-1 346° 46' 44'' 70.127 V-1 V-2 34° 51' 41'' 26.858 P-2 V-2 V-1 347° 39' 27'' 71.822 V-2 V-1 301° 56' 55'' 41.357 P-3 V-1 V-2 26° 31' 20'' 78.586 V-2 V-1 302° 36' 16'' 41.688 P-4 V-1 V-2 26° 43' 44'' 78.08 V-2 V-1 246° 22' 09'' 25.393 P-5 V-1 V-2 12° 48' 08'' 104.989 V-2 V-1 313° 03' 27'' 21.793 P-6 V-1 V-2 11° 38' 12'' 78.944 C-1 C-2 C-3 C-4 C-5 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-6 TABLA DE CALCULO DE CURVAS HORIZONTALES CURVA DELTA R (m.) T (m.) D (m.) E (m.) CM (m.) M (m.) Gc 1 18° 54' 28'' 24.61 4.1 8.12 0.34 8.08 0.33 46° 33' 45'' 2 20° 05' 46'' 34.71 6.15 12.17 0.54 12.11 0.53 33° 01' 03'' 3 97° 20' 41'' 12.99 14.77 22.07 6.68 19.51 4.41 88° 11' 49'' 4 96° 13' 01'' 11.12 12.4 18.68 5.53 16.56 3.7 103° 01' 53'' 5 44° 54' 22'' 14.35 5.93 11.25 1.18 10.96 1.09 79° 51' 00'' 6 8° 50' 34'' 14.35 1.11 2.21 0.04 2.21 0.04 79° 51' 00'' 7 14° 53' 26'' 45.99 6.01 11.95 0.39 11.92 0.39 24° 54' 50'' 8 37° 32' 25'' 12.06 4.1 7.9 0.68 7.76 0.64 95° 01' 18'' 9 37° 44' 24'' 12.12 4.14 7.98 0.69 7.84 0.65 94° 34' 03'' 10 61° 37' 14'' 23.36 13.93 25.12 3.84 23.93 3.3 49° 03' 41'' 11 144° 26' 42'' 8.63 26.92 21.76 19.64 16.44 6 132° 46' 04'' 12 13° 49' 02'' 9.2 1.11 2.22 0.07 2.21 0.07 124° 34' 52'' 13 18° 22' 45'' 44.18 7.15 14.17 0.57 14.11 0.57 25° 56' 11'' 14 42° 41' 03'' 8.64 3.38 6.44 0.64 6.29 0.59 132° 34' 33'' 15 15° 01' 32'' 8.64 1.14 2.27 0.07 2.26 0.07 132° 34' 33'' 16 95° 09' 34'' 11.07 12.11 18.38 5.34 16.34 3.6 103° 33' 29'' P-2 P-1 P-4 P-3 P-5 P-6 TABLA DE CALCULO DE CURVAS HORIZONTALES CURVA DELTA R (m.) T (m.) D (m.) E (m.) CM (m.) M (m.) Gc PLANTA INDICE PARA LAS CURVAS HORIZONTALES ESCALA: 1/500 KARAOKE-BOLERA VIA PRINCIPAL ALQUILER DE PALOS Y PELOTAS PLANTA INDICE POLIGONAL DE APOYO PARA EL REPLANTEO ESCALA: 1/500 NOTA: EL HILO DE GRAVA SE ENCUENTRA REPLANTEADO POR EL EJE. \A1;25182 \A1;90°2'12" \A1;12393 \A1;49°45'15" \A1;95°53'16" \A1;10522 \A1;14951 \A1;43°25'0" \A1;13°24'23" \A1;23902 \A1;29182 \A1;23°22'32" \A1;91°15'36" \A1;11460 \A1;45°45'17" \A1;22649 \A1;54°56'11" \A1;19°30'43" \A1;20290 \A1;8031 \A1;142°56'3" \A1;26842 \A1;27°19'48" \A1;15562 \A1;10966 1 2 3 4 5 6 A B C D A B C D 1 2 3 4 5 6 7 8 9 7 8 9 \A1;10000 \A1;15000 \A1;3000 \A1;6500 \A1;500 \A1;500 \A1;3721 \A1;3780 \A1;42° \A1;6745 \A1;2180 \A1;3805 \A1;500 \A1;3214 \A1;3000 \A1;2308 \A1;42° \A1;2180 \A1;1800 \A1;13000 \A1;12000 \A1;13290 \A1;4922 \A1;4000 \A1;4000 \A1;4000 \A1;4000 \A1;4000 \A1;4000 \A1;2551 \A1;1990 \A1;1980 \A1;1000 \A1;5163 \A1;5000 \A1;4922 \A1;1400 \A1;2500 \A1;2500 \A1;5000 \A1;6000 \A1;1000 \A1;1000 \A1;1000 \A1;500 \A1;70 \A1;500 \A1;70 \A1;500 \A1;70 \A1;5000 \A1;6000 \A1;47° \A1;43° \A1;48° \A1;42° \A1;2119 \A1;500 \A1;1580 \A1;1414 \A1;2460 \A1;2670 \A1;500 \A1;500 \A1;550 \A1;3634 \A1;1000 \A1;1560 \A1;500 \A1;500 \A1;2671 \A1;3950 \A1;42° \A1;138° \A1;17235 \A1;34° \A1;2750 \A1;1500 \A1;1620 \A1;1500 \A1;2976 \A1;1500 \A1;3016 \A1;1500 \A1;1500 \A1;2510 \A1;2300 V-1 4.12 V-2 4.3 2 3 4 5 7 8 6 9 10 11 12 14 15 16 17 18 1 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 REGISTRO DE REPLANTEO PARA LOS PUNTOS DE APOYO DEL HILO DE GRAVA EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 33° 49' 44'' 28.809 P-1 V-2 V-1 346° 46' 44'' 70.127 V-1 V-2 34° 51' 41'' 26.858 P-2 V-2 V-1 347° 39' 27'' 71.822 V-2 V-1 301° 56' 55'' 41.357 P-3 V-1 V-2 26° 31' 20'' 78.586 V-2 V-1 302° 36' 16'' 41.688 P-4 V-1 V-2 26° 43' 44'' 78.08 V-2 V-1 246° 22' 09'' 25.393 P-5 V-1 V-2 12° 48' 08'' 104.989 V-2 V-1 313° 03' 27'' 21.793 P-6 V-1 V-2 11° 38' 12'' 78.944 TABLA DE CALCULO DE CURVAS HORIZONTALES CURVA DELTA R (m.) T (m.) D (m.) E (m.) CM (m.) M (m.) Gc 1 18° 54' 28'' 24.61 4.1 8.12 0.34 8.08 0.33 46° 33' 45'' 2 20° 05' 46'' 34.71 6.15 12.17 0.54 12.11 0.53 33° 01' 03'' 3 97° 20' 41'' 12.99 14.77 22.07 6.68 19.51 4.41 88° 11' 49'' 4 96° 13' 01'' 11.12 12.4 18.68 5.53 16.56 3.7 103° 01' 53'' 5 44° 54' 22'' 14.35 5.93 11.25 1.18 10.96 1.09 79° 51' 00'' 6 8° 50' 34'' 14.35 1.11 2.21 0.04 2.21 0.04 79° 51' 00'' 7 14° 53' 26'' 45.99 6.01 11.95 0.39 11.92 0.39 24° 54' 50'' 8 37° 32' 25'' 12.06 4.1 7.9 0.68 7.76 0.64 95° 01' 18'' 9 37° 44' 24'' 12.12 4.14 7.98 0.69 7.84 0.65 94° 34' 03'' 10 61° 37' 14'' 23.36 13.93 25.12 3.84 23.93 3.3 49° 03' 41'' 11 144° 26' 42'' 8.63 26.92 21.76 19.64 16.44 6 132° 46' 04'' 12 13° 49' 02'' 9.2 1.11 2.22 0.07 2.21 0.07 124° 34' 52'' 13 18° 22' 45'' 44.18 7.15 14.17 0.57 14.11 0.57 25° 56' 11'' 14 42° 41' 03'' 8.64 3.38 6.44 0.64 6.29 0.59 132° 34' 33'' 15 15° 01' 32'' 8.64 1.14 2.27 0.07 2.26 0.07 132° 34' 33'' 16 95° 09' 34'' 11.07 12.11 18.38 5.34 16.34 3.6 103° 33' 29'' 10000 15000 5 5 5 5 5 3780 5 5 5 5 5 5 5 5 5 2180 5 13000 12000 5 5 5 5 5 5 5 5 5 1990 5 1000 5 <> 5 5 2500 5 5000 5 5 5 5 5 5 5 5 5 5 5000 6000 5 5 5 5 5 500 5 5 2460 5 5 5 550 5 5 5 500 500 5 3950 5 5 P-3 P-4 P-4 P-3 P-1 P-2 S-1 5 5 REGISTRO DE REPLANTEO DE LAS PLAZAS EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 14° 09' 52'' 83.48 P1 V-2 V-1 298° 51' 30'' 23.325 V-1 V-2 20° 14' 27'' 78.328 P2 V-2 V-1 304° 37' 15'' 32.93 V-1 V-2 18° 33' 41'' 50.46 P3 V-2 V-1 340° 05' 49'' 47.183 V-1 V-2 23° 44' 18'' 48.186 P4 V-2 V-1 338° 01' 58'' 51.856 S-2 REGISTRO DE REPLANTEO PAVIMENTO DE ENTRADA AL KARAOKE EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 24° 14' 55'' 18.639 S1 V-2 V-1 354° 11' 16'' 75.594 V-1 V-2 58° 41' 07'' 29.009 S2 V-2 V-1 342° 11' 06'' 81.007 5 5 5 1500 5 5 5 5 1500 5 2300 DETALLE 1 ESCALA: 1/100 KARAOKE-BOLERA VIA PRINCIPAL ALQUILER DE PALOS Y PELOTAS NOTA: EL REPLANTEO DE LOS PUENTES SE REALIZARA EN OBRA CON LA PRESENCIA DE LOS PROYECTISTAS. EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-1 V-2 24° 14' 55'' 18.639 S1 V-2 V-1 354° 11' 16'' 75.594 V-1 V-2 58° 41' 07'' 29.009 S2 V-2 V-1 342° 11' 06'' 81.007 REGISTRO DE REPLANTEO PAVIMENTO DE ENTRADA AL KARAOKE REGISTRO DE REPLANTEO DE LAS PLAZAS 51.856 338° 01' 58'' V-1 V-2 P4 48.186 23° 44' 18'' V-2 V-1 47.183 340° 05' 49'' V-1 V-2 P3 50.46 18° 33' 41'' V-2 V-1 32.93 304° 37' 15'' V-1 V-2 P2 78.328 20° 14' 27'' V-2 V-1 23.325 298° 51' 30'' V-1 V-2 P1 83.48 14° 09' 52'' V-2 V-1 OBSERVACIONES DISTANCIA (m.) LECTURA VERTICE (0° 00' 00'') EST. OBS. EST. OCUP. ENTRADA AL KARAOKE DETALLE 1 ENTRADA PRINCIPAL AL GOLFITO 5 4 3 2 1 5 4 3 2 1 C B A D C B A R309 742 -667.0906111208958 -667.0906111208958 \A1;6477 \A1;4194 \A1;5466 \A1;7620 \A1;1282 \A1;3266 \A1;1512 \A1;2379 \A1;10630 \A1;8909 \A1;1500 \A1;1097 \A1;5591 \A1;2900 \A1;2900 \A1;9252 \A1;19266 \A1;19266 \A1;10248 \A1;6457 \A1;1833 \A1;6360 \A1;2573 \A1;6458 \A1;8116 \A1;328 V-1 4.12 V-2 4.3 P-23 P-16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 REGISTRO DE REPLANTEO PARA LA POLIGONAL DE APOYO DEL PAVIMENTO 2 EST. OCUP. EST. OBS. (0° 00' 00'') VERTICE LECTURA DISTANCIA (m.) OBSERVACIONES V-2 V-1 335° 27' 52'' 6.277 P-2 V-1 V-2 1° 43' 33'' 86.529 V-1 V-2 5° 17' 21'' 53.779 P-3 V-2 V-1 352° 41' 25'' 38.966 V-1 V-2 10° 48' 03'' 34.167 P-4 V-2 V-1 353° 46' 06'' 58.987 V-1 V-2 26° 16' 37'' 22.622 P-5 V-2 V-1 352° 04' 18'' 72.610 V-1 V-2 16° 23' 42'' 32.006 P-6 V-2 V-1 351° 38' 33'' 62.156 V-1 V-2 27° 42' 00'' 52.789 P-7 V-2 V-1 331° 38' 28'' 51.661 V-2 V-1 307° 22' 32'' 46.633 P-8 V-1 V-2 30° 06' 50'' 73.861 V-2 V-1 299° 35' 53'' 49.608 P-9 V-1 V-2 32° 30' 14'' 80.272 V-2 V-1 290° 32' 54'' 31.448 P-10 V-1 V-2 19° 56' 30'' 86.339 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 TABLA DE CALCULO DE CURVAS HORIZONTALES CURVA DELTA R (m.) T (m.) D (m.) E (m.) CM (m.) M (m.) Gc 1 163° 14' 58'' 10.25 69.61 29.2 60.11 20.28 8.76 111° 48' 41'' 2 87° 22' 01'' 5.59 5.34 8.52 2.14 7.72 1.55 204° 58' 34'' 3 76° 22' 24'' 16 12.58 21.33 4.36 19.78 3.42 71° 37' 12'' 4 84° 16' 49'' 2.9 2.62 47.96 1.01 3.89 0.75 35° 08' 41'' 5 84° 11' 51'' 3 2.71 76.64 1.04 4.02 0.77 21° 58' 23'' 6 85° 42' 50'' 2.9 2.69 48.78 1.06 3.94 0.77 35° 08' 41'' 7 129° 56' 36'' 9.25 19.82 20.98 12.62 16.77 5.34 123° 51' 18'' 8 48° 47' 12'' 19.27 8.74 16.4 1.89 15.91 1.72 59° 28' 44'' 9 51° 49' 28'' 19.27 9.36 17.43 2.15 16.84 1.94 59° 28' 44'' 10 96° 30' 27'' 2.28 2.55 13.51 1.14 3.4 0.76 142° 50' 28'' TABLA DE CALCULO DE CURVAS HORIZONTALES (CONT...) CURVA DELTA R (m.) T (m.) D (m.) E (m.) CM (m.) M (m.) Gc 98° 30' 51'' 0.74 2.47 1.57 25.14 2.62 1.4 123° 50' 46'' 13 37° 57' 36'' 0.66 2.5 1.19 58.93 2.24 1.51 111° 51' 25'' 12 0.38 1.74 0.57 7.63 1.29 1.18 11 249° 16' 22'' 95° 03' 09'' 4 5 8 9 15 10 2 3 1 17 16 18 13 14 12 11 7 6 5 5 5 5 5 5 5 5 V-2 V-1 244° 48' 00'' 14.579 P-1 V-1 V-2 7° 38' 05'' 99.287 PLANTA INDICE POLIGONAL DE APOYO PARA EL REPLANTEO ESCALA: 1/500 PLANTA INDICE PARA LAS CURVAS HORIZONTALES ESCALA: 1/500 ±0,00 ±0,00 ±0,00 ±0,00 4.21 V-2 4.3 V-1 4.12 4.88 4.88 5.08 5.03 5.29 5.52 5.56 4.75 4.67 4.91 4.93 4.92 5.29 4.58 4.36 4.45 4.76 4.67 4.66 4.74 4.75 4.71 4.35 4.78 4.84 4.31 4.55 4.82 4.8 4.16 4.62 4.23 4.77 4.72 4.76 4.5 4.66 4.2 4.42 4.2 4.49 4.21 4.58 4.41 5.06 5.3 5.22 5.23 V-4 5.2 5.19 5.13 5.18 5.23 5.14 5.24 5.04 5.2 5.16 5.1 4.44 4.84 4.83 4.77 4.68 4.93 4.94 4.94 5.11 5.02 4.94 4.77 4.95 5.17 5.07 4.86 4.91 NPT 5.25 5.14 5.16 5.12 5.27 5.14 5 NPT 5.11 4.91 5.06 4.88 1A 4.9 4.87 4.68 5 5.25 5.25 3C 5.15 5.18 NPT 5.22 5.12 5.22 5.22 5.19 5.09 5.08 5.13 5.09 4.94 5.22 5.14 4.89 5.04 4.82 5.16 5.07 4.74 4.83 5.05 5.06 NPT 5.16 5.2 5.24 5.25 5.26 5.01 4.98 4.84 4.81 V-3 4.99 4.88 4.99 4.99 5.12 5.19 5.16 5.15 5.08 5.12 5.07 5.2 5.01 4.99 5.07 4.91 4.97 5.05 5.24 5.28 5.04 4.91 4.91 4.92 NPT 5.22 4.93 4.97 4.93 5 4.71 4.81 4.93 5.07 4.87 4.86 5 5.02 4.96 NPT 5.05 5 4.83 4.86 4.86 4.15 4.88 4.92 5.27 4.92 4.71 4.62 4.72 4.81 4.59 4.86 4.84 4.92 5.04 5.11 4.72 4.91 4.62 4.55 4.38 465 4.57 4.78 4.83 5.23 4.92 4.95 4.86 4.86 4.63 4.81 4.63 4.47 4.5 4.48 4.59 4.2 4.12 4.4 4.2 4.18 4.41 4.1 4.53 4.45 4.67 4.54 4.53 4.62 4.38 4.56 4.42 4.72 4.98 4.95 4.78 4.7 4.85 4.04 4.86 4.95 4.89 4.78 4.71 4.63 4.97 4.89 4.94 4.69 4.58 4.47 4.42 4.48 4.83 4.68 4.68 4.68 4.69 4.86 4.57 4.58 4.31 4.44 4.45 4.25 4.93 4.94 4.94 4.16 4.18 4.16 4.25 4.08 4.13 4.04 4.23 4.23 4.24 4.26 4.25 4.28 4.26 4.03 4.21 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 D C B A 1 2 3 4 5 6 1 2 3 4 5 6 7 D C B A 7 +4.60 +4.60 +4.60 +4.70 +4.66 +4.70 +4.65 0.7% 7.0m 1.0% 10.0m 2.0% 5.0m 0.7% 5.5m +4.68 1.3% 6.0m +4.70 +4.65 1.2% 4.0m +4.65 +4.70 +4.65 +4.70 0.8% 5.0m 1.2% 4.0m +4.70 +4.65 +4.70 +4.70 +4.60 +4.65 +4.60 0.9% 5.5m 1.6% 6.0m 1.6% 3.0m 1.4% 7.0m +4.62 +4.62 +4.60 +4.68 +4.60 +4.60 +4.70 0.7% 7.0m 0.7% 7.0m +4.60 +4.65 0.6% 4.7m +4.60 +4.60 +4.60 +4.68 +4.68 +4.60 +4.70 +4.65 +4.65 +4.65 +4.55 1.0% 3.0m 0.5% 5.0m 1.1% 4.4m +4.70 1.0% 5.0m 0.5% 10.0m 0.9% 5.5m +4.70 +4.70 +4.65 +4.65 +4.60 +4.60 +4.70 +4.65 +4.65 +4.69 +4.70 +4.69 0.9% 5.5m +4.70 +4.70 2% 2% 0.6% 8.0m +4.64 +4.60 +4.68 +4.70 0.6% 3.5m +4.70 1.8% 2.7m +4.60 +4.65 +4.60 1.0% 5.0m +4.60 +4.65 +4.65 5.0% 10.0m 0.6% 8.0m +4.70 +4.65 0.8% 6.0m +4.60 +4.60 +4.63 +4.65 0.35% 14.0m +4.60 +4.60 +4.70 +4.60 2.5% 4.0m +4.65 +4.70 +4.65 +4.60 +4.60 0.33% 15.0m 0.6% 8.5m +4.65 +4.70 +4.68 +4.68 +4.68 +4.70 0.6% 3.4m +4.68 +4.65 +4.68 +4.68 +4.70 +4.70 1.6% 5.0m 1.0% 5.0m 0.6% 5.0m 1.6% 3.0m 0.4% 4.8m +4.65 +4.70 1.0% 5.0m 1.0% 5.0m +4.60 +4.60 +4.68 +4.70 1.0% 2.0m +4.68 +4.72 1.0% 7.0m +4.95 +4.90 +4.90 +4.95 +4.90 +4.95 1.0% 5.0m 1.0% 5.0m 1.0% 5.0m +4.70 +4.70 +4.95 2.5% 6.0m +4.70 +4.70 0.8% 6.3m +4.60 +4.65 +4.70 +4.70 +4.70 +4.70 +4.68 0.8% 6.0m 0.5% 10.0m 0.8% 6.0m +4.68 +4.70 +4.60 +4.60 +4.60 +4.60 +4.70 +4.70 1.3% 7.5m 1.0% 10.0m 1.1% 9.0m +4.60 +4.65 +4.65 0.8% 3.6m 1.8% 2.8m 0.8% 3.5m +4.65 +4.65 +4.65 +4.65 +4.65 0.66% 75.0m +4.70 +4.70 +4.72 +4.72 +4.72 +4.70 +4.67 +4.70 0.3% 7.5m 0.66% 3.0m 0.66% 3.0m +4.72 +4.70 +4.70 +4.68 0.5% 3.7m 0.5% 3.7m +4.65 +4.65 +4.60 +4.65 +4.70 +4.70 +4.60 +4.65 +4.60 2.1% 2.3m 1.9% 2.6m 2.0% 2.5m 2.1% 2.3m 0.7% 7.0m +4.65 +4.80 +4.80 +4.80 +4.62 VIA PRINCIPAL KARAOKE- BOLERA ALQUILER DE PALOS Y PELOTAS. CARPETA PAVIBLOK HILO DE GRAVA HILO DE GRAVA LOSAS DE HORMIGON FUNDIDAS IN SITU PAVIBLOK LAJAS DE PIEDRA CON JUNTAS DE CESPED CON JUNTAS DE CESPED LAJAS DE PIEDRA BANCOS DE ALBAÑILERIA BANCOS DE ALBAÑILERIA ESTRUCTURA DE PVC PALAPA (VER LAMINA DE MOBILIARIO-IDEAS CONCEPTUALES) BANCOS DE HIERRO FUNDIDO (VER LAMINA PLAZA AZUL-IDEAS CONCEPTUALES) (VER LAMINA PLAZA AZUL-IDEAS CONCEPTUALES) HILO DE GRAVA SOPORTE PARA VEGETACIÓN POSTES DE MADERA CON TENSORES PAVIBLOK MURO DE HORMIGON MURO DE HORMIGON POSTES DE MADERA CON TENSORES SOPORTE PARA VEGETACION PUENTE DE TABLONES DE MADERA PUENTE DE TABLONES DE MADERA DE MADERA PUENTE DE TABLONES DE MADERA PUENTE DE TABLONES PLAZA PLAZA BANCOS DE ALBAÑILERIA PUENTE DE TABLONES DE MADERA ACCESO PRINCIPAL AL GOLFITO ACCESO AL KARAOKE VER DETALLE 1 VER DETALLE 1 VER DETALLE 1 2-LOS DETALLES DE CADA CANCHA APARECEN EN LOS PLANOS 6132-03-661.01-0112.0-10 Y 6132-03-661.01-0112.0-11 RESPECTIVAMENTE. 3-CUALQUIER MODIFICACION AL DISEÑO PLANTEADO EN ESTE PLANO DEBE SER CONSULTADA CON LOS PROYECTISTAS. VER DETALLE 3 (VER DETALLE 3) VER DETALLE 3 VER DETALLE 3 VER DETALLE 2 VER DETALLE 2 VER DETALLE 3 1 1 2 2 3 3 NOTAS: 1-LOS DETALLES INDICADOS APARECEN EN EL PLANO DE DETALLES CONSTRUCTIVOS 6132-03-661.01-0112.0-09 VER DETALLE 4 VER DETALLE 4 VER DETALLE 5 VER DETALLE 6 VER DETALLE 7 LOSAS DE HORMIGON FUNDIDAS IN SITU FUNDIDO IN SITU ACERA DE HORMIGON ACERA DE HORMIGON FUNDIDO IN SITU

Language	Spanish
Drawing Type	Full Project
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, basquetball, court, details, DWG, execution, feld, field, fields, football, full, golf, landscaping, layout, plans, Project, sports center, voleyball