22.3
N
188.7
27
190 984.38 CORONA
208 981.67 TN
193 982.20 PIE
977.00 976.00
974.00
983.00 982.00 981.00 980.00
977.00 976.00 975.00 974.00
464 980.31 CORONA
973.00 972.00
969.00 968.00 0 967.0 0 966.0 0 965.0 0 .0 4 96 0 963.0 0 .0 2 6 9 0 961.0 0 960.0 0 .0 959 0 958.0 0 .0 7 95 0 956.0 0 .0 5 95 0 954.0 0 .0 3 5 9 0 952.0 0 951.0 0 950.0 0 949.0 0 .0 948 0 947.0 0 .0 946 0 945.0 0 .0 4 94 0 943.0 0 .0 2 94 0 941.0 0 .0 0 4 9 0 939.0 0 .0 8 3 9 0 937.0 0 936.0 0 935.0 0 934.0 0 933.0 0 932.0 0 .0 931
979.72 CORONA
202 979.20 CORONA 203 978.87 CORONA
434 960.06 TN
433 959.50 TN
12 928.65 E-12
41
395 976.81 PIE
DESIGN
JARDIN TANQUES
BOMBAS
368 365 980.28 980.53 TN CORONA
363 981.18 CORONA
18 387 976.26 TN
S
394 975.32 PIE
396 976.16 CORONA
398 974.34 CORONA
390 975.70 TN
392 975.20 PIE
393 975.17 PIE
401 974.63 TN
400 974.34 CORONA 397 975.44 CORONA
389 975.40 TN
402 975.16 TN 5 975.32 E-5
28
403 975.53 CORONA
388 975.25 CERCO
405 973.68 TN
97 4.0 0 97 3.0 0 97 2.0 0 97 1.0 0
399 975.43 CORONA
31
LOMA DE PORTUGAL
391 975.29 CERCO
404 974.14 CORONA
32 33
406 968.38 TN
96 7. 00 408 96 965.95 6. 00 TN
965.00 407 964.37 TN 964.00
410 964.55 TN 411 962.68 CORONA
409 963.28 TN
34
963.00 6 962.02 E-6
962.00
416 961.31 CORONA
961.00 412 959.77 CORONA
960.00
415 961.70 CERCO
7 961.34 E-7
35 413 961.57 414 E-15JULIO 961.20 ESQ-MURO
959.00 958.00 957.00 956.00
959.00
955.00
958.00
954.00 423 424 931.51 928.25 CORONA PIE
11 927.23 E-11
000.00
BP: 0+000.00
0+086
S
BP: 0+
STA 0+000.00 SPEED = 10 km/h
0+080 361 982.68 S CORONA
386 977.58 TN
TRATAMIE N DE AGUA TO S
S
364 981.04 TN
4 983.64 E-4
358 982.36 CORONA
40
425 931.09 RIO
42
351 983.52 CORONA
25
0+1000+102 301 983.44 CORONA
984 .00 983 .00 S9 82.0 0 981 .00 980 .00 979 .00 978 .00 977 .00 976 .00 975 .00 974 .00 973 .00 972 .00 971 .00 970 .00 969 .00 968 .00 967 .00 966 .00 965 .00 964 .00 963 .00 962 .00 961 .00 960 .00 959 .00 958 .00 957 .00 956 .00 955 .00 954 .00 953 .00 952 .00 951 .00 950 .00 949 .00 948 .00 947 .00 946 .00 945 .00 944 .00 943 .00 942 .00 941 .00 940 .00 939 .00 938 .00 937 .00 936 .00 935 .00 934 .00 933 .00 932 .00 931 .00 930.00 92 9.00
369 981.04 TN
0+060
306 982.23 CORONA
350 985.13 CORONA
975.00
457 983.84 TN
200 979.99 TN 201
972.00
EJE 3
DESIG N
STA SPEE 0+000.00 D = 10 km/h
421 422 926.58 930.37 PIE CORONA
39
957.00
9953.00 5 95 2.0 0 95 1.0 0 94 0.0 0 94 9.0 0 94 8.0 0 94 7.0 0 94 6.0 0 94 5.0 0 4 94 .0 0 94 3.0 0 94 2.0 0 94 1.0 0 93 0.0 0 93 9.0 0 93 8.0 0 93 7.0 0 93 6.0 0 93 5.0 0 93 4.0 3. 0 00
956.00 955.00 954.00 953.00 952.00 951.00 950.00 949.00 948.00 947.00 946.00 945.00 944.00 943.00
EJE 2
971.00
426 972.90 LINDERO
296 984.56 CORONA
299 984.01 CORONA
196 982.44 CORONA197 980.44 CORONA 199 980.18 CORONA
973.00
49
S
303 983.25 CORONA
465 985.39 CORONA
463 980.50 CORONA
13 973.86 E-13
975.00
S
971.00 970.00
204 978.39 TN
209 14 979.10 979.69 TN E-14 207 978.41 TN
310 983.32 PIE
308 983.07 PIE
979.00 978.00
462 980.80 ANCLAPOSTE
205 978.86 TN
210 981.32 TN
458 983.78 TN
S
359 981.81 TN
.00
978.00
198 982.77 CORONA
206 983.01 TN
192 980.57 PIE
979.00
188 195 985.09982.17 CORONA PIE
984.80 CORONA
349 985.76 CORONA
S
309 983.47 PIE
98
266 982.02 TN
189 984.74 CORONA 194 983.63 PIE
184 983.64 CORONA 183
257 980.26 PIE
179 980.48 CORONA 980.00
186 984.88 CORONA
185 984.53 CORONA
191 984.77 CORONA 178 980.65 CORONA
175 177 981.03 980.88 CORONA CORONA
A
259 980.15 PIE
S
357 982.75 TN
30
968
171 982.50 CORONA 173 981.29 CORONA
D A RE
181 980.44 PIE182 180 985.32 980.56 CORONA PIE
172 982.51 CORONA
170 983.60 PIE
261 980.08 ESQ-MURO
263 980.07 PIE 187 985.40 CORONA
344 986.69 CORONA
339 988.35 CORONA
362 981.31 TN
.00
169 983.22 PIE
214 986.84 CORONA
459 980.02 TN
268 981.64 TN
0
338 989.22 CORONA
353 983.56 TN
969
168 983.28 PIE
AN P X E E
307 984.03 PIE
0 4.
276 981.06 PIE
460 981.67 ANCLAPOSTE 461 980.95 ANCLAPOSTE
SI
253 991.13 CORONA
217 218 219 987.81 987.54 TORRE 987.24 220 TORRE TORRE986.66 CORONA
ON
F
2 E AS
305 984.68 PIE
333 S 990.44 990.0 CORONA989.000 988.00 987.00 986.00 985.00
302 985.24 TN
290 986.99 TN
283 294 982.48 284 TN 986.16 983.82 285 287 CORONA 985.10 TN 984.70 TENSOR TN
300 987.72 TN
S
304 988.45 CORONA
352 984.58 TN
370 981.17 385 TN 979.33 TN
383 981.43 TN
360 981.91 TN
.00
144 1000.51 CORONA
164 994.17 .00 994 CORONA 0 3.0 9 9 0 2.0 99 991 .00 990 .00 989 .00 216 988 .00 987.30 215 ANCLA 987 .00 987.09 167 0 ANCLA 6.0 983.89213 98 5.00 PIE 986.35 98 0 176 CORONA 984.0 984.29 3.00 8 9 174 CORONA 212 2.000 983.44 98 1.0 980.69 211 CORONA 98 MURO 980.66 MURO
272 273 980.36 980.35 PIE
298 988.25 TN
332 991.00 CORONA
356 982.85 TN
S
970
0
0 5.
165 995.13 CORONA
166 996.63 CORONA
143 1 15 999.01 999.92 999.58 CORONA E-1 E-15CIERRE`E-15,E-15CIERRE
147 146 1001.17 1001.19 CERCO CORONA
123 997.07 CALLE
99
113 1000.76 CALLE
145 1000.85 CORONA
139 161 997.34 .00 997 0 995.95 159 CORONA .0 PIE996 995.62 157 TN 994.92 TN
115 1000.12 CALLE
142 998.82 CORONA
50
141 999.21 153 CORONA 997.62 PIE
121 997.99 CALLE
2 995.26 E-2 CORONA 252 992.18 PIE
15
293 986.36 TN
278 981.22 TN
288 988.80 PIE
S
085.60
384 371 980.49 TN 981.52 TN
20
117 999.65 CALLE
119 140 156 998.78 998.86 CALLE 155 996.77 CORONA PIE 996.62 154 PIE 995.95 TN
222 994.95 240 CALLE 994.98 CORONA
127 995.54 137 CALLE 995.53
125 996.21 138 CALLE 162 996.57 246 995.09 CORONA 994.40 PIE PIE 160 247 158 994.68 248 993.99 993.64 TN 993.49 CORONA TN PIE 249 993.33 163 CORONA 993.54 250 CORONA 991.62 251 TENSOR 990.93 TENSOR
223 241 994.43 CALLE 994.31 CORONA
289 292991.41 992.81 TN TN
275 992.20 PIE 3 282 993.78 281 992.62 E-3 991.52 TENSOR TENSOR
297 989.37 PIE
348 985.46 TN
S
EP: 0+ 355 983.55 TN
0+040
ITA
CALLE
239 994.75 221 PIE 994.54 CALLE
128 995.05 126 PIE 995.17 CALLE
129 996.05 124 PIE 996.08 CALLE
S
345 986.55 TN
382 981.66 TN
S
354 984.36 TN
0+020
133 116 999.65 PIE 999.59 CALLE
134 1000.28 PIE
GAR
111 1002.08 TN
132 118 998.70 998.64 PIE CALLE
130 996.89 122 PIE 996.89 CALLE
291 993.13 277 TN 993.69 TN
329 991.74 CORONA
0+080
9.6 MURO CON RUSTIBLOCK 114 1000.42 CALLE
110 1002.04 TN
151 999.37 131 CERCO 997.77 120 PIE 997.80
340 988.22 TN
295 993.18 TN
342 987.66 TN
S
366 984.47 347 ESQ 985.26 TN
0+000
106 1003.34 TN 108 1003.71 CERCO
8
7
226 994.06 242 CALLE 993.51 CORONA 254 990.64 PIE 255 989.98 CORONA
CALLE
S
346 986.20 TN
.00 00 4. 97
51
112 1000.97 CALLE
6
238 224 994.41 PIE 994.36 CALLE
343 989.26 TN
S
974
ERWION HESSE
150 1001.98 CERCO 135 1000.88 PIE
136 1001.57 PIE
9
12
11
10
231 280 993.78 274 993.54 CALLE 992.00 TN 245 PIE 993.72 CORONA
337 989.05 TN
14
S
0+020
107 1003.03 TN
5
S
341 988.24 TN
0+000
149 109 1004.04 1002.87 CERCO TN
C
4K
237 225 994.02 994.01 PIE CALLE
S
336 989.38 TN
0+060
3
13
324 993.64 279CALLE 993.70 TN
29
379 985.94 378 TN376 985.70 377 983.96 TN 375 373 985.18 374 TN 983.76 TN 983.55 372 983.41 TN TN TN 982.34 TN
381 982.12 TN
S
335 989.87 TN
323 993.61 CALLE
230 993.69 244 CALLE 993.35 265 CORONA 991.58 P-PLUVIAL 264 262 990.88 227 991.04 POST604381 993.80 243 PIE 260 286 CALLE 993.56 982.86 990.28 CORONA PIE CORONA 258 990.62 PIE 256 989.87 CORONA
CALLE
14 12
104 1004.48 CALLE
O
M
EP: 0+101.79
331 990.75 TN
271 990.83 269 TN 267 270 991.06 990.43 TN 990.62 CORONA TN
236 993.70 228 PIE993.69
334 989.87 TN
0+040
52
148 1004.13 CERCO
0+104 EP: 0+104.06
970.00
942.00 941.00 940.00
969.00
427 968.31 LINDERO
939.00
968.00 967.00
48
966.00
428 959.86 S-LSANJON
47
965.00 964.00 963.00 962.00 961.00 960.00 959.00 958.00 957.00 956.00 955.00 954.00 953.00 952.00
46
938.00
430 967.00 CORONA
38
432 963.14 TN
429 966.31 CORONA
937.00
8 934.70 E-8
936.00 935.00 934.00 933.00 932.00 931.00
10 925.35 E-10
431 964.07 CORONA
435 951.26 S-LSANJON
BP: 0+000.00
420 419 928.63 925.18 CORONA PIE 418 924.83 RIO
0+000
105 1004.20 CALLE
0+060
100 1005.25 ENTRADA
O UR 15
ST 2 IB L
233 235 993.53 234 993.49 229 TRAGANTE 993.54 TRAGANTE 993.52 TRAGANTE CALLE
C 16
0+040
103 1004.51 CALLE
102 1005.25 CALLE
RU
0+020
452 1005.62 TRNS
ON
152 1007.84 CERCO
0+100
1N
453 1006.07 TRNS
R
S
330 990.98 TN
328 991.84 TN
325 992.92 TN
380 986.80 ESQ.LINDER
S
0
CO
327 993.46 TN
318 993.58 232 PIE 993.75 CALLE
I
ST U17
317 991.90 ESQ
0.0
455 1007.18 CALLE
454 1006.44 TRNS
O
O BL
S
99
442 1005.55 ESQ
101 1005.20 CALLE
456 1007.24 CALLE
18
M0 UR
FA
316 992.82 ESQ
321 994.48 TN
319 994.01 TN
CK
367 982.04 ESQ.LINDER
S
320 994.08 TN
19
443 1006.29 CALLE
0+080
DE
01
20
DIRECCION GENERAL DE CAMINOS No.4
28
1
0
311 994.78 PARED.LIND 322 994.62 TN
21
444 1006.49 CALLE
SO RE G IN
25
326 993.57 TN
998.0 0
DA
22
446 1006.52 445 CALLE 1006.53 CALLE
A CH
18 1006.25 E-18
23
447 1006.25 CALLE
SO RE
IN
24
450 1005.35 CALLE
448 1006.04 CALLE
E R R
G O/E ES R G
26
449 1005.83 CALLE
TE
CA
451 1005.06 CALLE
990 .00
RA
T IN
M A ER
315 993.48 PARED.ESQ
A N CA I ER
930.00
9 929.74 E-9
929.00 928.00
37
417 924.05 RIO
36
STA 0+000.00 = 10 km/h
DESIGN SPEED
438 954.08 TN
EJE 1 45
16 954.68 E-16
436 947.32 S-LSANJON
439 952.49 TN
17 951.78 E-17
437 946.98 S-LSANJON
44
441 942.45 CORONA 440
43
936.03 FNDO
BODEGAS MEGACENTRO CONJUNTO ARQUITECTURA