241650 E
241800 E
241950 E
242100 E
242250 E
242400 E
242550 E
N
E O
81°
1+ 050 ,84 1+0 40
S
2345.81
2343.71
18
r
2343.89
2341.98
r
39
CORTE 04
2349.02
235
br
0
br
00
1+
2343.45
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37 2348.42 br
15 41
2346.41
2348.55
r
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0 96 0+
PC:
14
0 04 0+
21 2346.80 r
2360
2347.22 r
DISTRITO DE HUAYLILLAS 84 2362.30
8
9.7
4 +9
:0 PT
0+9
tn
130 2363.70 m 152 129 83
2354.88 c
236 2360.70 c
0
r
86
82
12 36
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2353.01
tn
2353.02
2348.58 448
0 92 0+
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2345.55 er 457
35 2346.00
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m
153
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4°
2365.12 2361.70
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11 2352.79 10 br 2349.09
2348.90
er
r
tn
151
150
128
2357.76
2367.52
c
m
2357.84 c
r 9
4°
TUMBES
456 2349.29 2347.00 8 2349.63
81
2353.04
2352.56
0 90
br
r
22 2349.04 43
br
2361.99
2349.00
br 30
er
2352.00 r
2351.84 m101 47
2351.34
2361.00
2356.00
r
446
2352.16
2350.12
r
26 br 2351.75 er 48
50
2353.54
2360.93 2361.00
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br
ra
br
77 2354.39 tn
124 125 2370.91 2370.92
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2354.10
2354.00
c
m 154 133
c
2354.28 2354.33 cc
104
144
2354.27
2353.90
m
c
126 2369.46
c
2354.10
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155 2354.39
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CAJAMARCA
410
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157 2353.54
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90
SAN MARTIN
8°
87
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2358.58 2356.38 c
192
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2373.24 tn
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173 163 167
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2377.07
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2364.28
216
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tn 2371.63 tn
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r 420 2374.80 er 385
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2379.57 br
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393 2379.53 br
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br
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381 2378.29 404 r 2378.45
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r
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379 412 2378.67 2379.00 389
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CORTE 01
380 2379.40 r
TACNA
390 408 2380.09 2380.26 rr
N-9100000
N-9160000
N-9100000
77°
E-300000
E-280000
N-9160000
PATAZ
N-9140000
73°
CHILE 69°
UBICACIÓN
242400 E E-260000
242250 E E-200000
E-255000
E-245000
HUAYLILLAS
242100 E
E-240000
241950 E
241800 E
E-220000
241650 E
81° ESC. H:1/2000
9093750 N
PLANO DE PLANTA
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
40m
E-250000
20
LA LIBERTAD
N-9140000
PATAZ
PIAS
N-9120000
EL RAYO PUENTE PLAYA
N-9120000
CHOGO
N-9095000
HUAYO
NUEVO PROGRESO MACULL MIRAFLORES CORRAL PATA CHAMANA CHUNGANA MARAYBAMBA CARHUAC URPAY BELLAVISTA
MINERACRA
N-9095000
CHILIA
N-9100000
HUAYLILLAS
PILLON
PARCOY
LA ESTRELA
PUQUE TINGO
HUALLHUA SARABAMBA JUNES
N-9100000
BULDIBUYO ONGON HUAYLILLAS
GIRATUNA CAÑARACRA
MITUBAMBA CAÑAPAMPA EL VIENTO
TAYABAMBA TAURIJA
N-9080000
N-9090000
N-9080000
URPAY
ALIZAR
N-9090000
CHINCHIL PUQUE
CHALLAS
PUCABAMBA
HUANCASPATA
PROYECTO:
GESTION 2019 - 2022 PROYECTISTA:
LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
E-300000
E-280000
E-260000
E-240000
E-200000
E-255000
E-250000
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
N-9060000
E-220000
N-9060000
CHANCU
E-245000
10
E-240000
0
E-240000
9093750 N
K 0+ m 00 0 Escala gráfica
LAGO TITICACA
2378.45
2378.01
2381.82 2381.86
AREQUIPA
16°
369
414
405
388 391
16°
397
2378.23
2377.53
406
378
PUNO
370
373
2377.10 er
:
PT
AYACUCHO
BM04
r
: PC
APURIMAC
2392.94 394
358
2375.12
CORTE 02
CUZCO
399
362
318
321
tn
HUANCAVELICA
2378.40
2373.47 279
c
400
c 356
2368.50 r
2380.18
2375.44 2375.48 357 e14 2375.50
2369.63
tn 260
r
401
352 367
er 313
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435 2366.59
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2369.12
r
PT
42 : 0+508.62
PC: 0+ 503.
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2368.51
277
434
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2373.73
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80 23
Km 0+500
2373.76
2373.71
c 339c
2373.96
9093900 N
261 tn
2380.30
306
2373.60
2373.66 340
MADRE DE DIOS
14 .55
2368.91
2373.98 264
r
2369.01
c
12°
JUNIN
00
r 265
er
tn
0
2365.50
2375.57
0+ 0
253
311
tn
C:
2365.42
2375.52
2373.77
LIMA
0+ 0
258
r
309
tn
304
r 430
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2365.80
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03 6.5 4
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2364.07
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263
9093900 N
r
2365.78 219
r
2372.28
r r
432
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0+ 03
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BM03
r 324
328
325
c
r 2371.39
0
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2370
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274 e7 2374.28 276e6 2374.07 280 2373.79 br 281 2368.44 r 282 2368.41 r 2368.40r 326
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337
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0
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4.06
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PT
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PC: 0+228.98 PT: 0+232.23
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mp 2361.91
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2370.00 c
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mp
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:
PT
210 202
0
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0+
59
4 59 5 0+ : 0+571.1 1 : PC 0.3 PCT 58 01 : 0+ 824. .99 C 57 P 00++5 : PT .055 +556600.3 PPCT: 00+
2366.28
2366.15 c
mp
0+400
4.0
3
tn
439
PT: 0
BM02
2368.26178 mp
3.121 :00+41 0+42 416.2 PT PC: 0+
mp 2365.13
r
2373.41
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2361.56 205
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3 66755..4 .38 ++5556 70668 PPCCT::: 000+ 4.8.6 PPT: 0+ 5556 0+ : PC 7.29 0+55 +5P6T:00
1.1 PC: 0+45
2373.68
tn
177
213
0 0+46 PT: 0+454.395
r
2
2364.21
75.3 PC: P 0+4
175
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0+038 0+020 0+000 0+450
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2361.69
2365.18 211
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0+48T0: 0+482.72
440
212
206
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2374.36
623.0
8.6
111 165
PT: 0 +
PC
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0+5 226
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0+500
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0+5
PC PT: : 0+7 0+7 15.8 16.7 3 7
193 2363.18
a
2358.10
0
CORTE 03
mp
troch
411
ICO CIF PA NO
237
0+ .42 534.28
tn
PC:
2370.02
197
0+ 62 0
119
2361.54
164
70 23
9094050 N
162 114
EA
0+ 00+6 056
0
r
OC
2356.28
PC: 0+511
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0
442 2355.87
9094050 N
7
443
0+64
c
671
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0+66 0
puente existente tn
160
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0+6 80 0+6P7C:P 0+669.7 0 T: 0+ 8
2367.09
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0+7 PPTC:: 00+70 00 +7011.26 .9
2355.21
0+ 04 0
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PPTC: 0 : 0 +8 +8 1 4 14 .3 .917
2354.79
2366.23
0+7 2
c
c
108
740
2356.07
tn
8°
LA LIBERTAD
2356.17
2364.47
89
BRASIL
c
2354.41 c
68
2361.91
2354.70 tn
99 2352.02 102
93
136 2356.38
c
2354.20
2353.56
tn
88
c
er 49
2361.56
m
2354.34
143
28
123
LAMBAYEQUE
137
r
60 23
2361.40
c
25 1
147 135 2354.55 2354.45 c c
2354.59
r
tn
94
146
105
2361.20
2
br
tn
2351.78
BM01 3
c
c
2354.33
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e1
2360.66 95
78 tn
29
PT : 59
2351.03
2350.00 2354.00
br
58 2360.52 c 2360.52
2352.77
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8 0+
24
br
60 23
c
2354.33
453
2356.00
2360.77
60 57
4
r
46
51
PIURA
mm
31
br
2361.50
m
2358.18 2358.54
63
2353.59
454
r
2369.10
132 131
79
32
2349.82 2355.62
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a
c
c
c
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2360.64
tro ch 56
c
2351.00
br
2356.40
2356.34
0
c
2362.66
6
2355.94
52
c
61
r 44
AMAZONAS
127 149
tn
0
2363.26
2363.19
0+
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2352.92
0+ 020+76 0 0 PC PT : 0+70 : 0 47+ +74 .10 8 8.3 0 0+
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LORETO
80
PC
PC : PPTC: : 0 0+9 PTPT: 0++994413.34.8 0 : 0 +9 1.8255 +9 37.3 4 25 .89
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63
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0+ 88 0
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0+ 835 83 .52 6.4 3
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PT : 0+7 76.9 :0 +7 8 78 .70
r er
34
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0
Km 00 0 1+
9094200 N
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0+ 0+6 606
:0
PC
2345.03 er
2355.09
0+ P P8T4C0: 0 : +
9.7 8
PT :
1+ 00
PT :1
PC :
449
0+ 02 0
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0+ PTP:C: 0 86 +862 0 .61
3
1.3
2344.93
1+ 01 9.1 9
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20
60 23
K 1+0 m 51
85
0 98 0+
br
50
COLOMBIA
0
er
4
r
9094200 N
2348.23
2345.83
450
23
ECUADOR
38
16
r
45.1
2344.24
er
0+9
17
2342.47
40
451
0+ 00 0
er
1+
19
452
02 0
1+0
br
0°
ZONA DE INTERVENCION
30
40
69°
0°
2342.88
S
73°
E
42
br
PERU
77°
BOLIVIA
W
9094350 N
9094350 N
N
241500 E
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
UBICACION
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD" DIBUJO Y DISEÑO:
M.V.L.
REVISA:
U-01 REGION: PROVINCIA:
APRUEBA:
LAMINA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: viernes, marzo 15, 2019
9094350 N
241650 E
241800 E
241950 E
242100 E
242250 E
242400 E
242550 E
N
E
W
O
9094350 N
N
241500 E
E
42 2342.88
S
CORTE TRANSVERSALES
S
19
452
2343.71
18
r
2343.89
2341.98
r
39
2349.02
235
br
17
0
2348.23
r
2345.83
br
r
1+
450 2343.45
00
0 37 2348.42
er
br
15 41
2346.41
2348.55
r
.9806 83 +9 :0 PCT
14 21
9
0+
r
4
+9
:0
PT
130 2363.70 m
152 129
83
0
36
2354.15
2353.01
tn
2348.58 r
2353.02
br
457
0+
35
2346.00
11
er
2348.90
2352.79 10 br 2349.09
r
0 92
0
tn
151
128
2357.76 150
2367.52
c
m
2357.84 c
r 9
2370 0+000
456 2349.29
81
34 8
2353.04
2349.63
br
r
22 2349.04
23
4
2354.33
2351.03
br
r
2356.00
2354.00 105
r
2351.84 25
2352.16 r
2350.12 2351.75 er
m
c
28
c
447 2350.79
r
r
r
2352.45 107 2353.18 r
157
159
2356.17
60
442 2355.87 2356.01 109 2356.28
162 114
2358.58
2356.38
c
192
r
2373.24 tn
191
115 116
tn
mp
237
c
193
2363.18
2374.84
tn
a
2358.10 r
tn
tn
110
r
mp
r
169
2368.95
c
168
tn
2361.89 112
c
2360.33 r
198 2360.33
118
00
188
2362.12
2372.29 tn
2371.05 tn
170
tn
2362.97 c 189
tn 173
2367.10 2364.44 r r
r 174 176
r
2364.28
222
182
184
2362.44 2370.04
2371.09
er c 185
2364.94
2371.34
c 2371.45 235 e4 2370.98
2372.28 2372.20 c
c 186
c
c
r
c
241
2372.14 2372.22
224 227
234
2362.85
2368.20
c 242 2372.63 c
236
2373.22
2371.04
r
br
218 2363.77
2364.06
r
r
r
2370
230
233
219
2364.07
229
2364.53
2364.21
r
2364.00
r
r
c 247
2373.20
2374.00 269
c
c 273 2372.62 br
trocha 2373.04 br
70 435 2366.59
278
er
2368.01
2365.80
2365.42 r 265
263
2368.91
2373.98 264
261
tn
tn
2371.63
2380.30
tn
r
c
325
c
2373.58 c
c
287 2372.59
2374.32 tn
r 324
2372.41
2372.85
r
tn
328
299
2373.45
2372.28
r
e10
307
2375.07
2373.37
tn
r
277
433
2367.79
2368.11
r
er
309
304
2375.52
311
2373.77
tn
2375.57
r
2372.50
431
tn
2368.78
430
er
2369.01
tn
306 2373.76
er r 308
2369.12
2374.13
310
r
2374.40
er
r
313
260
2383.71
2373.34
c
c
337 2373.60 336
c
2373.71
344
2372.04 r
347
338
c
339c
2373.96
2373.73
e12
c
349
2373.60
2373.66 340
2373.71
c 346
364
2373.76
2375.47 350
363
c
343
342
2372.85
2372.69
r
r
2380
c 348
2373.69 c
345 2372.85 r
2374.66
e 2375.70
c
e
355
351 353
354
2375.48 2375.46
2375.37
e13
c
2375.41 c
2373.26
2369.63
tn
er
2378.40
2375.46 c
tn
c
troch
427
322
r
2374.38
er
2374.54
tn
tn 315
320 2375.18 2374.74 tn tn
c
2374.40
426
tn
2370.10
425
er
2370.50
318 2375.74
424
423
2371.00
2371.30
er
er
399 396
2376.94
2392.29
c 398
tn
2376.76 c
362
c
361 2375.80 c 386 422
er
tn
c
2375.85
a
2369.80
319
321
2375.67
2375.70
2373.67 tn
2368.50
360
359
r 314
2373.47 279
c
400
c 356
366
323
r
2380.18
2375.44 2375.48 357 e14 2375.50
2373.72
2368.50
401
367 352
428
2372.50
2374.86 r
er
365 2372.63 r 316 317 2375.12 2375.77 tn
tn
421
387
2374.10
2375.60 r
er 420 2374.80 er 385
395 2392.94
LEYENDA
tn
394 2379.57 br
393 2379.53 br
358
2380.13
2375.12
CORTE 02
419
r
371
e15
2379.32
2375.20 br
er 376 384 2376.65 2375.40
392 2381.10 tn
418
r
r
2375.70 er
375
383
2377.25
2375.96
r
r 382 417
2376.07
2376.20
r
er
80 23
Km 0+500
403
335
c
302
r
e11
2373.31
2374.69
312
2373.03 2373.02
334
305
tn
330 341
c
BM03 303
r
PT: 0+50
8.62
tn
2372.56
c
r
2377.37
286
2378.10
2369.85
262
PC: 0+ 503.42
2365.50
2374.78
285
327
259
tn
9093900 N
253
2374.57
429
er
258
2374.67 2374.66
284
er
2367.42
r
c
249 c
2368.51
434
r
2364.61
2374.54
2374.67
432
2365.69
228
250
r
2365.78
254
r
275
270 271
e7 274 2374.28 2374.07 276 e6 280 2373.79 br 281 2368.44 282 r 2368.41 r 2368.40 326 r r2371.39
257
r
283
2374.06
c
2372.20
256
231
2365.01
248
2373.35
272
23
r
er
232
246
245
br
255
e5
c 436
2372.82
2373.20 2373.19
2371.08
r
244
2372.84
9093900 N
223 251 252
239 187
c 332
c
377
374
2375.97
2380
2377.52
r
r
407 416
r
2376.50
2380.43
er
r
415
2 +0
2377.10 er
406
:0 +0 +06 63.7 8.1 0 7
r
:0
0 04
PT
PC
2377.62
388 391 2381.82 2381.86
0 06 0+
0+
405
tn
2378.23 br
0
BM04 2377.53 r
r
378
2383.64
370
373
2377.85
tn tn
0 +0
0
2377.01
409
397
0
: PT
0
381
er
2378.29 404 r 2378.45
2379.35 r
242100 E
-2.13%
-1.12%
FLUJO DE AGUA
413 2378.75 er
2366.87
9093994.47
241948.45
BM02
2374.60
9093973.03
242129.35
BM03
CURVAS DE N. PUNTO FIJO (BM)
2378.65
9093879.81
242443.19
BM04
412 2379.00 389
r er
2380.54
2380
380 2379.40 r
408 390 2380.09 2380.26 rr
PLANO DE PERFIL LONGITUDINAL
2380
ESC. H: 1/2000 V: 1/200
2379 2378 2377
2376 2375 2374 2373
2372
-1.85%
-1.91%
2368 2367 2366 2365
2371 2370 2369
-4.81%
2368 2367 2366 2365
-2.82% -3.64%
2364
2363 2362 2361
2364
-4.74%
2360 2359 2358 2357
-1.09%
2363 2362 2361
-3.43%
-7.12
2356
2355 2354 2353
2360
%
-1.41%
2359 2358 2357
-4.88%
2356 2355 2354 2353
-4.53%
2352
2352
2351 2350 2349
2351 2350 2349
-5.95
%
2348 2347 2346 2345
ELEMENTOS DE CURVAS
2348
-1.20%
2347 2346 2345
-4.55%
2344
2344
2343 2342 2341
PI
2343 2342 2341
COTA TERRENO
2375.38
2371.83
2369.83
2368.32
2364.60
2360.87
2358.14
2353.86
2349.08
2344.21
2342.09
COTA CORONACIÓN
2375.38
2371.83
2369.83
2368.32
2364.60
2360.87
2358.14
2353.86
2349.08
2344.21
2342.09
PC
T
Curva Mayor C/5m Curva Menor C/1m
0.000
2349.08
2344.21
2342.09
0.000
0.000
2353.86
0.000
0.000
2358.14
0.000
0.000
2360.87
0.000
0.000
2364.60
0.000
0.000
2368.32
0.000
0.000
2369.83
0.000
0.000
2371.83
0.000
0.000
2375.38
Eje Proyectado
0.000
0.000
NIVEL DEL FLUJO
0.000
0.000
Canal
0.000
0.000
CORTE (-) RELLENO (+)
0.000
Punto De Estación
ALTURA DEFENSA
Punto De BMs Buzon De Desague
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
PROYECTO:
GESTION 2019 - 2022 PROYECTISTA:
LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
.
PT
R
LEYENDA
2342.09
1+050.840
2344.21
1+000
2349.08
0+900
2353.86
0+800
2358.14
0+700
2360.87
0+600
2364.60
0+500
2368.32
0+400
2369.83
0+300
2371.83
0+200
2375.38
0+100
2379.02
0+000 2379.02
2340
2379.02
2340
COTA CIMENTACIÓN
CORTES
9093750 N
ESC. H:1/2000
2379.02
9093750 N
BM01
2378.67
-4.24%
2371 2370 2369
241648.03
242400 E
PERFIL LONGITUDINAL: Eje Rio Cajas- 1 PROG: 0+000 - 1+051 Escalas - V: 50 H:250
2372
COTA (msnm)
242250 E
9094150.49
379
PLANO DE PLANTA
241950 E
2360.49
CARRETERA
372
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 241800 E
DESCRIP.
r
K 0+ m 00 0
241650 E
ESTE
br
r
tn
40m
NORTE
2378.45
414 2378.00
ELEV. 369
2378.01
CORTE 01
Escala gráfica
RIO PUENTE EXIT.
CUADRO DE BM'S UTM WGS 84
5
c
c
2372.86
c 2375.77
4.5
2371.25
r 437
220
c
238
237
c
0+ 01
2364.04 c
.05
39
+5
:0
PT
333
2375.80 292
2375.28
c
00 0
2371.09 2370.14 mp c
2384.17 291
c 294
2374.27
0+
183
181 204 2369.57
402
2375.30
296
.54
215
er mp
tn
c
0
2362.02 2366.38
2372.94
2374.32
C:
c
438 208
243
c
298
e9
36
er
mp
2372.80
2371.56 2375.56 2371.55
2374.79 2371.80 e8
293
c
c
288 290 329
+0
70 23
0 55 0+ 2370.00 c
2361.91 r
2371.00
179
2361.91
2365.23 203
tn
0 P 2
441 209
r
2374.30
2374.31 300 289 331
2375.71
2375.03
240
00
mp 2361.74
2340 0+0600+066
0+040
295
297 268
266
180
0+
mp
04
2369.62
0
214c
er
202
03
BM02
2361.87
2364.77
c
0+
210
2366.15
mp
0
tn
7.4.6386 0+++55566655.7.3 08 PPCCT:: 000+ 54 8.6 PPT: +556 0 : PC 7.29 5 5 0+ +5P6T:00
0+
439
0+020
tn
2366.28
178 2368.26
mp
tn
177
213
06
.03 94 + 5 0+571.115 : 0PC: .3 80 PTC +5 2.01 9 :0 .9 PC 0++55874 :0 PT .055 56600.3 + 0 5 : + PPCT: 0
r
0+
r
2373.41
2364.21
mp 2365.13
2361.56
205
tn
175
er
2340 0+000
2368.67 2370.61 tn
2361.69
2350 0+060 0+065
0+040
267
216
r
2365.18 211
0+020
2377.07
2363.80
440
212 201
2373.68
-3.90%
2345
1
c
r
9.3
2363.76
2361.08
0
200
r
e3
PT:
225
172
2361.12
2374.36
206
-3.90%
2345
0+
226
2363.84
111 165
+08
.69
0+0 PC: 0 80 +079 .9
P
18
0+62 3.03
C:
2375 2374 2373
2355
580
2366.20
2363.23 c
e2
00
171
r
2374.54 2374.53
:0
2360.77
163 167
6 0+
PT
199
tn
2376
2355
2350 0+000
195 217
r
2374.02
2374.61
-3.74%
2350
194
23+6 07 0
2363.67
2359.69
207
-3.04%
2350
tn
190 2359.22
tn
0
2379 2378 2377
2360
2372.64 113
2372.28
237
2380
2360
2372.67
117
120
tn
20
2355
196
0+1
PC PT: : 0+7 0+7 15.8 16.7 3 7
197
2374.26
10
2355
70
CORTE 03
troch
411
0
0
2365
0
tn
2361.54
2359.78
0+12
2370.02
164
0+ 62 0
119
2369.21
23
9094050 N
0+ 00+6 056
0
r
: 0+1 34.06
er
8
er
9094050 N
443
+112 .9
c
2357.19 c
P
04 0
2357.11 161
0+14T: 0+140.97 0 PC
160
0+
er
3
2355.21
puente existente tn
23
444
11.5
tn
0+1
2366.23
PC :
r
PT: 0
2354.79
PC PT : 0+ :0 7 +7 96 97 .69 .8 3
PPTC: : 0 0+ +8814 14.9.3 17
108
89
0+170
c
c
tn
PC 0 +155 PT: :0+ 157.8.367
2356.07
2364.47
0+200
158
90
PC: 0+18 6.30 PT: 0+18 7.86
2365.06
2367.09
2365
2360
tn
tn
122
121
4-4
2360
2359.85
2355.40
r
0+220
2353.54
tn
CORTE
2370
87
410
0+230
er
p
0+240
2354.88
c
PC: 0+228.98 PT: 0+232.23
2354.95 c
PT: 0+2 1.913 0+2667.7 PC:
75
2355.16
0+260
c
PC: 0+283.60 PT:
139
p
c 74
2354.63
tn
0+2800+288.22
2354.80 76
2364.06
0+3 2 PT: 0 0+3 15.9 0+3 0 1 0 PC: 0+3 03.5 0+3 9 00
c
91
445
2354.92
3
138 73
9.9
2354.06
+34
71
c
334.99
2353.88
PT: 0
0
2352.00
69
c
C:00+
c
2354.79
0+3P4
tn
66
PC : 0+ PT: 0 319.1 +322 6 .75
2356.12
c 2363.14
2370
0+360
64
97
tn
c
PC : 0+ 9 PC: 0+366.2 351 PT: 0+363.14 41.7 0+369. 3 PT: 0+3 PC: 56.89 PT: 0+355.9 2
236
2362.96 2362.94
156
0+380
92 96
2352.13
0+400
tn
106 p
00+44116.3.22 11 0+42 PT: PC: 0+
2361.91
100
0
tn
c
CORTE 3-3
2354.70 tn
c
141 2354.80
r m
2354.30
c 2354.08
140
2354.95 2354.69 98 103 p m 2354.36 2352.14
72
2353.57 68
1362356.38
2354.41 2352.02 102
br
c
c
99
2353.56
2355.41
2354.39
2354.20 c
er 49
70 67
2356.41 c
142
7.24 PT: 0+4334.10 PC: 0+4
2352.39
PT: 1.15 PC: 0+45
27
r
88
155
0+4600+454.39
2353.37
r
65 93
m
c
2354.10
tn
2361.56
2369.46
2354.34
143
br
123
126 137
r
0+038 0+020 0+000 0+450
br
2354.28 2354.33 cc
2 PC: PT 0+475.3
2353.54
2360.98
m 154 133
2353.90
0+480: 0+482.72
50
c
144
0+500
48
2370.92 2370.91
2354.10
2354.00 c
2354.27
PT2: 0 0+5 15.4 5
br
125 124 134 145
104
0+5
2361.40
m 101 446 26
PC : 0+ 1.42534.28
r
PC: 0+51
2351.34
2356.00
0
47
2361.00
0+64
1
671
br
tn
0+66 0
2360.77
147 135 2354.55 2354.45 c c
2354.59
c
r
2354.39
0+6 80 0+6P7CP: 0+669.7 0 T: 0+ 8
94
146
77
60 23
ra
tn
2350.00
60 23
tn
2354.33
er
51
2360.93 2361.00
c 2361.20
9
3.8
6 +8
24
br
BM01 3
2
95 2360.66
:0
2351.78
453
e1
58 2360.52 2360.52 c c
PT
78
tn
29
46
m
2352.77
7
.066 04 .7 +9 04 : 0 +9 PCT: 0 P
57
59
31
r
br
a
c
2352.00
2360.64
60 2361.50
br 30
er
2369.10
m m
0+7 PPTC::00+70 00 +7011.26 .9
c
2349.00
127
2358.54 2358.18
0+7 20
ch
2361.99
454
r br
2360 0+038
0+020
00
tro
2353.59
2349.82 45 2355.62
52
56
c
br
0 88 0+
2360 0+000
2370 0+060
0+040
131 132
8.3 7
c
32
c
c
0+7 40
2363.26
2362.66
r
2356.40
2356.34
0+ 020+76 0 0 P PTC: 0+70 : 0 47+ +7 .180 4
PC
55
61
2351.00
2355.94
149 tn
0+020
79
0+ 820
c
c
6
148
2352.92
0+ P 8PT4C: 0 :00 +83 +
PC : PPTC: 0 0+9 PTPT: : 0++9944113.34.8 : 0 0+9 .8255 +9 37.3 4 25 .89 5.1 92
+
:0
2363.31
2363.19
r 44
80
60 23
63
62
br 5 2350.31
5
br
r
er
0+
2352.34
2349.96
2348.00
br
33
7
455
r
2356.35
.72 84 .57 +8 85 : 0 0+8 PCPT:
PC PT : 0+7 7 :0 +7 6.98 78 .70
43
0 90
tn
0
54
2352.56
79
r er
0+ PC: 0 86 +862 0 .61
2347.00
2362.45
2365
m
236
82
86
12
er
53
2365
2365.12 c 153
tn
c
2345.55
c
2375
2354.88
2361.70
2360.70
448
2364.19
2375
DISTRITO DE HUAYLILLAS
2347.61
60
2370
tn
r
23
2370
84
13
06+ 606
Km 0 0 0 1+
0+
r
0+
PT
2347.22
2346.80
2380
2362.30
8 9.7
60
9 +9 :0
2360
60
PC:
er
9094200 N
0+ 02
2345.03
04 0
:1 +0 09 .78
449
4 7.3
2380
tn
0+9 45.1 4
0
r
PC
9094200 N
2355.09
0+
2344.93
23
PC :
PT :
50
85
0
98
0+
20
1+ 01 9.1 9
1+0 31.3 3
br
0+ 80
23
2375
COTA (msnm)
16
0+
er
2375
38
2344.24
83 5.52 6.4 3
2342.47
00 0
451
K 1+0 m 51
CORTE 1-1
CORTE 04
0+9 40
er
2-2
CORTE
1+
br
20
2345.81
1+ 0
40
030
1+ 040
1 +0
50, 84
br
O
PC: Inicio de curva PT: Final de curva PI: Punto de Inflexion R: Radio de Curva L: Longitud de Curva LC: Longitud de Cuerda T: Tangente : Angulo de Deflexion
Acceso
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
TOPOGRAFIA
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD" DIBUJO Y DISEÑO:
M.V.L.
REVISA:
KM: 00+000 - 1+050 REGION: PROVINCIA:
APRUEBA:
LAMINA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: viernes, marzo 15, 2019
PT-01
N
ESC. H: 1/250 V: 1/250
PLANO DE SECCIONES TRANSVERSALES W
E ST → 0+300.00 → ESC. 1/250
S
ST → 0+140.00 → ESC. 1/250
2380
2380
2378
2378
2376
2376
2374
2374
2372 2370-20
2372
C. TER. = 2373.947 C. COR. = 2373.947
-15
-10
-5
C. CIM. = 2373.947
0
5
10
15
202370
ST → 0+120.00 → ESC. 1/250
2380
2380
2378
2378
2376
2376
2374 2372-20
2374
C. TER. = 2374.855 C. COR. = 2374.855
-15
-10
-5
2378
2378
2376
2376
2374
2374
2372
2372
2370
2370
2368 2366-20
2368
C. TER. = 2369.829 C. COR. = 2369.829
-15
-10
-5
C. CIM. = 2369.829
0
5
10
15
202366
ST → 0+420.00 → ESC. 1/250
2376
2376
2374
2374
2372
2372
2370
2370
2368
2368
2366 ST → 0+280.00 → ESC. 1/250
2380
2380
2364-20
2366
C. TER. = 2367.939 C. COR. = 2367.939
-15
-10
-5
C. CIM. = 2367.939
0
5
10
15
202364
2378
2378
2376
2376
2380
2380
2374
2374
2378
2378
2372
2372
2376
2376
2370
2374
2374
2372
2372
2370
2370
2370 2368-20
C. TER. = 2370.163 C. COR. = 2370.163
-15
-10
-5
C. CIM. = 2370.163
0
5
10
15
202368
ST → 0+400.00 → ESC. 1/250
0
5
10
15
202372
ST → 0+100.00 → ESC. 1/250
ST → 0+260.00 → ESC. 1/250
2380
2368
2368
C. TER. = 2368.320 C. COR. = 2368.320
C. CIM. = 2368.320
2382
2378
2378
2380
2380
2376
2376
2378
2378
2374
2374
2378
2378
2376
2376
2372
2372
2376
2376
2374
2370
2370
2374
2374
202368
2372
2372
2370
2370
2382
2372-20
C. TER. = 2375.383 C. COR. = 2375.383
-15
-10
-5
C. TER. = 2370.563 C. COR. = 2370.563
C. CIM. = 2375.383
5
0
10
15
202372
2368-20
-15
-10
-5
2366-20
0
5
10
15
2378
2380
2380
2376
2378
2378
2374
2374
2376
2372
2372
2378
202374
2370
2370 202368
-15
-10
-5
-10
-5
0
5
10
15
2378 2376
2368 2366-20
2368
C. TER. = 2368.650 C. COR. = 2368.650
0
5
10
15
-15
-10
-5
0
5
10
15
202366
C. TER. = 2370.874 C. COR. = 2370.874
2364
2362
2362
C. TER. = 2363.913 C. COR. = 2363.913
2360-20
-15
-10
-5
C. CIM. = 2363.913
0
5
10
15
202360
-15
-10
-5
0
5
10
15
2378
2376
2376
2374
2374
2372
2372
2370
2370
2368
2368
2366
2366
2376
2374
2374
202374
2372
2372
2370
2370
C. CIM. = 2376.765
10
15
2382
2380
2380
2368-20
C. TER. = 2371.073 C. COR. = 2371.073
-15
-10
-5
-15
-10
-5
0
5
10
15
202362
2372
2374
2374
2370
2372
2372
2368
2370
2370
202366
2368
2368
2366
2366
2366-20
C. TER. = 2368.980 C. COR. = 2368.980
-15
-10
-5
C. CIM. = 2368.980
0
5
10
15
2378
2378
2364
0
5
10
15
202368
2376
2376
2374
2374
2364
C. TER. = 2364.928 C. COR. = 2364.928
C. CIM. = 2371.073
2362-20
-15
-10
-5
C. CIM. = 2364.928
0
5
10
15
202362
ST → 0+460.00 → ESC. 1/250
ST → 0+220.00 → ESC. 1/250
2378
2362-20
C. CIM. = 2364.600
2372
ST → 0+340.00 → ESC. 1/250
ST → 0+040.00 → ESC. 1/250
2382
2364
C. TER. = 2364.600 C. COR. = 2364.600
2376
2368
5
2364
2376
2376
C. TER. = 2377.687 C. COR. = 2377.687
2378
2374
2376
0
2380
2374
2378 C. TER. = 2376.765 C. COR. = 2376.765
ST → 0+500.00 → ESC. 1/250
2380
2378
2378
-5
2364
2378
2370
-10
2366
2376
2378
-15
2366
2376
2378
2374-20
2368
2380
2380
2376
2368
2378
2380
-5
2370
2380
ST → 0+230.00 → ESC. 1/250
-10
2370
C. CIM. = 2370.874
2382
-15
2372
ST → 0+480.00 → ESC. 1/250
ST → 0+360.00 → ESC. 1/250
ST → 0+060.00 → ESC. 1/250
2382
2374-20
2372
C. CIM. = 2368.650
C. CIM. = 2376.233
2368-20
2376
2374
C. CIM. = 2370.563
2382
2374-20
2374
ST → 0+240.00 → ESC. 1/250
ST → 0+080.00 → ESC. 1/250
C. TER. = 2376.233 C. COR. = 2376.233
-15
202366
ST → 0+380.00 → ESC. 1/250
2382
2376
2376
C. CIM. = 2374.855
2380
2374
ST → 0+520.00 → ESC. 1/250
2376
2378
2378
2378
2372
2372
2380
2380
2376
2376
2376
2370
2370
2378
2378
202374
2374
2374
2368
2368
2376
2376
202366
2374
2374
2372
2372
C. CIM. = 2377.687
0
5
10
15
2372
2372
2366-20
C. TER. = 2369.488 C. COR. = 2369.488
-15
-10
-5
C. CIM. = 2369.488
0
5
10
15
ST → 0+030.00 → ESC. 1/250
2382
2382
2370 2368-20
2380
2380
2378
2378
2376
2376
2378
202374
2376
2370
C. TER. = 2371.402 C. COR. = 2371.402
-15
-10
-5
C. CIM. = 2371.402
0
5
ST → 0+320.00 → ESC. 1/250
10
15
2378
2378
2370
2370
2376
2376
2368
2368
2378
2374
2374
2366
2366
2376
2372
2372
2364
202368
ST → 0+200.00 → ESC. 1/250
2374-20
C. TER. = 2377.959 C. COR. = 2377.959
-15
-10
-5
C. CIM. = 2377.959
0
5
10
15
2374
2374
2370
2372
2372
2368
2370
2364
C. TER. = 2365.696 C. COR. = 2365.696
2362-20
-15
-10
-5
C. CIM. = 2365.696
0
5
10
15
202362
ST → 0+020.00 → ESC. 1/250
2382
2382
2380
2380
2378 2376-20
2378
C. TER. = 2378.260 C. COR. = 2378.260
-15
-10
-5
C. CIM. = 2378.260
0
5
10
15
2370 2368-20
2370
C. TER. = 2371.826 C. COR. = 2371.826
-15
-10
-5
202376
C. CIM. = 2371.826
0
5
10
15
2366-20
2368
C. TER. = 2369.889 C. COR. = 2369.889
-15
-10
-5
202368
C. CIM. = 2369.889
0
5
ST → 0+450.00 → ESC. 1/250
10
15
202366
2380
2380
2378
2378
ST → 0+310.00 → ESC. 1/250
2378
2378
2376
2376
ST → 0+170.00 → ESC. 1/250
2380
2380
2376
2376
2374
2374
ST → 0+000.00 → ESC. 1/250
2384
2384
2378
2378
2374
2374
2372
2372
2382
2382
2376
2376
2372
2372
2370
2370
2380
2380
2374
2374
2370
2370
2368
2368
2378
2372
2372
2368
2368
2366
2378 2376-20
C. TER. = 2379.024 C. COR. = 2379.024
-15
-10
-5
C. TER. = 2372.601 C. COR. = 2372.601
C. CIM. = 2379.024
0
5
10
15
202376
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
2370-20
-15
PROYECTO:
-5
0
5
10
15
202370
2366-20
-15
-10
-5
0
5
10
15
202366
PROYECTISTA:
2366
C. TER. = 2366.227 C. COR. = 2366.227
C. CIM. = 2369.906
2364-20
-15
-10
-5
C. CIM. = 2366.227
0
5
10
15
202364
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS "CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD"
GESTION 2019 - 2022 LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
-10
C. TER. = 2369.906 C. COR. = 2369.906
C. CIM. = 2372.601
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
REGION: PROVINCIA:
APRUEBA:
DISTRITO:
SECCIONES - 1
LAMINA:
KM: 00+000 - 0+520
PT-02
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: viernes, marzo 15, 2019
N
ESC. H: 1/250 V: 1/250
PLANO DE SECCIONES TRANSVERSALES W
E ST → 0+860.00 → ESC. 1/250
S
2356
2356
2354
2354
2352
2352
2350 ST → 0+640.00 → ESC. 1/250
2374
2374
2348-20
ST → 0+720.00 → ESC. 1/250
-15
-10
-5
C. CIM. = 2350.779
5
0
10
15
202348
ST → 1+000.00 → ESC. 1/250
2350
2350
2372
2372
2370
2370
2370
2368
2368
2358
2358
2348
2348
2368
2368
2366
2366
2356
2356
2346
2346
2366
2366
2364
2364
2354
2354
2344
2364
2364
2362
2362
2352
2352
2342-20
2362
2362
2360
2360
2350
2360 2358 2356-20
C. TER. = 2359.499 C. COR. = 2359.499
-15
-10
-5
2360
2358
2358
2356
2358
0
5
10
15
2354-20
-15
-10
-5
ST → 0+840.00 → ESC. 1/250
2348-20
-15
-10
-5
C. CIM. = 2356.709
0
5
15
202354
-15
-10
-5
C. CIM. = 2344.208
0
5
10
15
202342
ST → 0+980.00 → ESC. 1/250
C. CIM. = 2351.416
0
5
10
15
202348
ST → 0+820.00 → ESC. 1/250
10
2344
C. TER. = 2344.208 C. COR. = 2344.208
2350
C. TER. = 2351.416 C. COR. = 2351.416
2356
C. TER. = 2356.709 C. COR. = 2356.709
C. CIM. = 2359.499
202356
2370
2350
C. TER. = 2350.779 C. COR. = 2350.779
2354
2354
2352
2352
2364
2364
2350
2350
2362
2362
2348
2348 2346
ST → 0+700.00 → ESC. 1/250
ST → 0+620.00 → ESC. 1/250
2372
2372
2374
2374
2360
2360
2346
2370
2370
2372
2372
2358
2358
2344
2368
2368
2370
2370
2356
2356
2342-20
2366
2366
2368
2368
2354
2354
2364
2364
2366
2366
2352
2352
2362
2362
2364
2364
2360
2362
2362
202358
2360
2360
2366
2358
2358
2344
C. TER. = 2345.214 C. COR. = 2345.214
-15
-10
-5
C. CIM. = 2345.214
0
5
10
15
202342
ST → 0+960.00 → ESC. 1/250
2360 2358-20
C. TER. = 2360.074 C. COR. = 2360.074
-15
-10
-5
2354
2354
2352
2352
2350
2350
2366
2348
2348
2364
2364
2346
2346
2356
2362
2362
2344
202354
2360
2360
2342-20
2358
2358
2350-20
C. TER. = 2352.478 C. COR. = 2352.478
-15
-10
-5
C. CIM. = 2360.074
0
5
C. CIM. = 2352.478
0
5
10
15
202350
ST → 0+800.00 → ESC. 1/250
10
15
ST → 0+600.00 → ESC. 1/250
2372
2372
2370
2370
2368
2368
2356 2354-20
C. TER. = 2358.144 C. COR. = 2358.144
-15
-10
-5
0
5
10
15
2350
2348
2348
2366
2346
2346
2364
2344
2364
2372
2372
2354
2354
2362
2362
2370
2370
2352
2360
2360
2368
2368
202358
2366
2366
2364
2364
2366
2362
2362
2364
C. CIM. = 2360.865
15
2350-20
2352
C. TER. = 2353.862 C. COR. = 2353.862
-15
-10
-5
C. CIM. = 2353.862
0
5
10
15
202350
ST → 0+790.00 → ESC. 1/250
ST → 0+580.00 → ESC. 1/250
2372
2372
2370
2370
2360
2368
2368
2358
2366
2366
2364
2364
2356-20
C. TER. = 2358.765 C. COR. = 2358.765
-15
-10
-5
2342-20
5
2344
C. TER. = 2346.225 C. COR. = 2346.225
C. CIM. = 2346.225
202342
2360
2362
2362
2358
2360
2360
202356
2358
2358
2358
2358
2356
2356
2356
2356
2354
2354
2354
202352
2352
2352
2350
2350 2348
-15
-5
-10
C. CIM. = 2358.765
0
202342
2350
2364
10
15
2352
2356
5
10
2352
2356
0
5
2354
2374
-5
0
2354
2374
-10
-5
2356
2366
-15
-10
2356
2366
2358-20
-15
C. CIM. = 2345.428
ST → 0+940.00 → ESC. 1/250
ST → 0+680.00 → ESC. 1/250
C. TER. = 2360.865 C. COR. = 2360.865
2344
C. TER. = 2345.428 C. COR. = 2345.428
C. CIM. = 2358.144
5
0
10
15
ST → 0+920.00 → ESC. 1/250
10
15
ST → 0+670.00 → ESC. 1/250
2362
2362
2374
2360
2360
2372
2372
202358
2370
2370
2358-20
C. TER. = 2361.915 C. COR. = 2361.915
-15
-10
-5
2374
C. CIM. = 2361.915
0
5
10
15
2354 2352-20
C. TER. = 2354.422 C. COR. = 2354.422
-15
-10
-5
C. CIM. = 2354.422
0
5
10
15
ST → 0+760.00 → ESC. 1/250
2368
2368
2368
2368
2348
2366
2366
2366
2366
2346
ST → 0+560.00 → ESC. 1/250
2374
2374
2344-20
2346
C. TER. = 2347.667 C. COR. = 2347.667
C. CIM. = 2347.667
202344
2372
2372
2364
2364
2364
2364
2370
2370
2362
2362
2362
2362
2368
2368
2360
2360
2360
2360
2358
2358
2366
2366
2358
2358
2358
2358
2356
2356
202356
2356
2356
2354
2354
2354
2352
2352
202352
2350
2350
-15
-10
-5
0
5
10
15
ST → 0+900.00 → ESC. 1/250
2364
2364
2362 2360-20
-10
-5
-15
-10
-5
C. CIM. = 2359.027
0
5
10
15
2362
C. TER. = 2362.224 C. COR. = 2362.224
-15
2356-20
C. TER. = 2359.027 C. COR. = 2359.027
2354
C. CIM. = 2362.224
0
5
C. TER. = 2355.774 C. COR. = 2355.774
ST → 0+660.00 → ESC. 1/250
10
15
202360
2374
2374
2372
2372
2352-20
-15
-10
-5
C. CIM. = 2355.774
0
5
10
15
2348
ST → 0+550.00 → ESC. 1/250
2348
C. TER. = 2349.083 C. COR. = 2349.083
ST → 0+740.00 → ESC. 1/250
C. CIM. = 2349.083
2374
2374
2370
2370
2368
2368
2372
2372
2368
2368
2366
2366
2370
2370
2366
2366
2364
2364
2358
2358
2368
2368
2364
2364
2362
2362
2356
2356
2366
2366
2362
2362
2360
2360
2354
2354
2364
2364
2360
2360
2358
2358
2352
2352
2362
2358
2358
2356
2356
2350
2346-20
-15
-10
-5
0
5
10
15
202346
ST → 0+880.00 → ESC. 1/250
2362 2360-20
C. TER. = 2362.565 C. COR. = 2362.565
-15
-10
-5
C. TER. = 2359.339 C. COR. = 2359.339
C. CIM. = 2362.565
0
5
10
15
202360
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
2356-20
-15
-10
PROYECTO:
0
5
10
15
202356
2354-20
-15
-10
-5
0
5
10
15
202354
2348-20
PROYECTISTA:
2350
C. TER. = 2350.091 C. COR. = 2350.091
C. CIM. = 2356.113
-15
-10
-5
C. CIM. = 2350.091
0
5
10
15
202348
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
SECCIONES - 2
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD"
GESTION 2019 - 2022 LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
-5
C. TER. = 2356.113 C. COR. = 2356.113
C. CIM. = 2359.339
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
PROVINCIA:
APRUEBA:
PT-03
KM: 0+520 - 1+000 REGION:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
LAMINA:
ESCALA: INDICADA FECHA: viernes, marzo 15, 2019
241650 E
241800 E
241950 E
242100 E
242250 E
242400 E
242550 E
9094350 N
9094350 N
N
241500 E
N
E
W
O
E S
S P1
0
ST → 0+980.00 → ESC. 1/250
2354
P30
76 7° 57 1. 9'223"0 26.4 + 4 : 0 92
17
P29 202
2352
P28
°43
'27 18.11 " 159 °
37'5
1"
64 .69
86
4" '4 55
0+
" '43 53 3° 13
2° 17
2352 2350
CL
2348
P27
0+
84 0
P3
A.C:10.49m² A.R:0.07m²
2350
0
:9 PI
9094200 N
2354
PT 0+
6 .1 98
Km 00 0 1+
0+
0 94
00
2344.802 NA. MAX.
0+ 8
2344
"
4°
2344
1.00DN=1.10m
704. 20
2340-20
-5
0
5
10
60
9" 48
0+6
20
P23
15
9°
39
'49
0+ 5
PI :7
90
0+6 00
.80
"
114
DETALLES DE CORTE
49 '6"
0
0
P17 0
17
3°
85.7
0
00
9093900 N
20
LEYENDA 0+0
°4 '54 "
P12
P11
60
0+08
P16
PPCT:: 0+ 0+0068.9 65.2 7 7
83.77
6
18 4
203°19'36"
149°59 '31"
61 .5
0+0
97.2 2
P9
PI:1
40
PI:3
148°13'3"
'2"
0+0
P10
35
0
0+10
0+12
0+160
0+170
0+180
0+200
0+220
0 0+2 8
PT:
0+2
69.
8
3 0+26 0 0+250 238.27 0+40 PC:0+2
00
19. 13
.25
0+0
Km 0+5 00
PI:2
63
0+14
20 0+3
189°55'16"
0+3 1
41.8
143°3 '21"
110.86
0+3
228°56'45"
118.77
P18
P19
PT: 0+179.89 PC: 0+15 6.04
9093900 N
97.16
PC:
"
PT
PI:5
'43
P8
0+330
0+360
0+380
:6 5°9
PI:4
BM03
PI
13
164°30'39"
7.20 : 0+35
5 0+
195°14'54"
73.73
0+400
54.74
.26 02
0+460
08 1.
: PT
P21
0+420
.03
'7"
0+5 00
10
PC: 0+4 98
BM02
3°0
0+340
P20
P22 22
0 52 0+
0+350
0 54 0+
PT +441.16 PC:: 000++444049.45
+60
PT: 0
0 56 0+
5 7.6 P7 +57 :0 PC
0
21 0°
.7 73
8.12
.36
"
0
58 0+
0+480
0+6
°12'3
'50
ZONA DE AFECTACIÓN
9094050 N
155
P6
76
°31 '1
"
.76
94°54'33
P13
RIO PUENTE EXIT.
CUADRO DE BM'S UTM WGS 84
BM04
191
P15
ELEV.
NORTE
ESTE
DESCRIP.
2360.49
9094150.49
241648.03
BM01
FLUJO DE AGUA
2366.87
9093994.47
241948.45
BM02
CURVAS DE N.
2374.60
9093973.03
242129.35
BM03
PUNTO FIJO (BM)
2378.65
9093879.81
242443.19
BM04
CARRETERA
"
Km 0+0 00 3
.13
6.2
55
10
'33" 92°27
ESC. H:1/2000
40m
2380
241950 E
241800 E
242100 E
-0.49%
2376
-2.38%
2375 2374 2373
-3.24%
242400 E
PERFIL LONGITUDINAL: Eje Defensa - 1 PROG: 0+000 - 1+000 Escalas - V: 50 H:250
-2.68%
2379 2378 2377
242250 E
+0.15%
-1.38%
-1.60%
2372 2371 2370 2369
-5.86 %
-2.86%
2380
PLANO DE PERFIL LONGITUDINAL
2379 2378 2377
ESC. H: 1/2000 V: 1/200
2376 2375 2374 2373
2372
2368
2368
-6.12
2367 2366 2365
2367 2366 2365
%
-1.92%
2364 2363 2362 2361
-2.42% -4.11%
2360 2359 2358 2357
2364
-3.15%
-6.99
2363 2362 2361
%
2360
-1.20%
2359 2358 2357
-4.68%
2356
2356
2355 2354 2353
-8.3 5
2348
-6.30
2351 2350 2349
-3.54%
%
2347 2346 2345
-4.05%
2344
2343 2342 2341
Punto De Estación
Buzon De Desague
O
2343.87
Canal
PC: Inicio de curva PT: Final de curva PI: Punto de Inflexion R: Radio de Curva L: Longitud de Curva LC: Longitud de Cuerda T: Tangente : Angulo de Deflexion
Acceso
2342.00
2345.07
Eje Proyectado
-1.869 2343.01
-3.073
2347.85 -2.620
2346.14
2348.76
2352.60 2354.50 2351.15 -3.349
2356.27 2358.16 2355.26 -2.906
-1.708
-1.463 2360.31
LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
2347.38
-0.876 2364.34
PROYECTISTA:
PT
Punto De BMs
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
PLANTA Y PERFIL LONGITUDINAL
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD"
GESTION 2019 - 2022
.
Curva Menor C/1m
0+999.576
-1.448
-1.649 2368.37
PROYECTO:
0+900
2352.25
-1.996 2371.58
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
0+800
-1.012
-0.458
NIVEL DEL FLUJO
0+700
2356.28
2360.83 2362.10 2359.36
2363.47
CORTE (-) RELLENO (+)
2373.32
-3.053
0+600
-2.731
2364.35
0+500
2366.52
2369.23 2370.45 2367.58 -2.871
2372.86 2373.92 2370.87
0+400
-0.080
-3.058
2373.08 2375.41 2372.62
0+300
2375.62
-2.787
2375.08 2376.93 2375.00
0+200
-1.749
-1.928
2379.13 2379.61 2377.38
0+100
2377.89
ALTURA DEFENSA
Curva Mayor C/5m
2340
-2.228
COTA CIMENTACIÓN
2347 2346 2345
2344
2340
0+000
T
R
LEYENDA
2348
-3.72%
2343 2342 2341
COTA CORONACIÓN
PC
2352
%
2351 2350 2349
PI
2355 2354 2353
-3.90%
2352
COTA TERRENO
ELEMENTOS DE CURVAS
2371 2370 2369
-3.55%
COTA (msnm)
241650 E
CORTES
9093750 N
PLANO DE PLANTA
Escala gráfica
COTA (msnm)
9093750 N
P14
20
202340
P24
68.34
40
0+6
"
8
10
15
80
0+6
°8'4 2
PI:
°55
-10
P25
208
170
-15
C. CIM. = 2343.802
0
86 .46
2342 C. TER. = 2343.970 C. COR. = 2345.802
0+7 0
PT
:0
6" '3 27
0+ +7 74 41 0 .4 0+ 8 73 0 0+7 20 PC: 0+7 0+ 10
0+ 76 0
"
'59
1° 15
.04
9094050 N
5:1
-1.
2342.802 1.50
11 5
0
2346
2342
31
.64 25
P5
:1 -2.0 2.00
P26
22
'37
0+ 78
12
0
6°
P4
1.00 2345.802 3.00
:1 1.0
2343.802 NA. MIN.
19
BM01
X:-6.11 Y:2343.874
54.95
3
.7
64
0+ 82 0
2346
2348
X:10.08 Y:2345.854
96
0+
9094200 N
.28
4
81
0+ 88 0
P2
0
98
99°21'57"
34 .2 2
0+
PC 0+9 :0 0 10 +9+8 009 8.1
98°35'36"
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
KM: 00+000 - 1+000 REGION: PROVINCIA:
APRUEBA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: lunes, marzo 18, 2019
LAMINA:
PP-01
N
ESC. H: 1/250 V: 1/250
PLANO DE SECCIONES TRANSVERSALES E
ST → 0+260.00 → ESC. 1/250
2373.472 NA. MAX.
202370
2372
2372.472 NA. MIN.
2380
2370
2376
202370
A.C:2.29m² A.R:2.57m²
2374
2373.457 NA. MAX. 2372.457 NA. MIN.
X:7.74 Y:2375.960
2374
2378
5
10
15
202372
2376
2376
2.00
-2
-5
2373.761 NA. MAX. 2372.761 NA. MIN.
2372
5
10
15
2368-20
-15
202372
2386 2384
2382
X:10.99 Y:2379.197
A.C:17.42m² A.R:0.00m²
CL
A.C:14.72m² A.R:1.05m²
2372
2371.751 NA. MAX. 2370.751 NA. MIN.
1.00 2372.7513.00
-5
-15
-10
-5
2376
A.C:1.49m² A.R:2.80m²
2374.409 NA. MAX. 2373.409 NA. MIN.
5
2370-20
10
15
-5
:1 5:1 -1. 1.00 DN=1.10m 2372.409 1.50
2.00
-15
-10
-2.0
-5
5
10
15
202372
2376 2374.056 NA. MIN.
2374
0
5
:1 2.00 5:1 -1. 1.00 DN=1.10m 2373.056 1.50 -2.0
202368
10
15
-15
-10
-5
A.C:7.74m² A.R:2.41m²
2372.338 NA. MAX.
2372
2371.338 NA. MIN.
2370 2368-20
5
15
-15
-10
2386
2372
X:8.44 Y:2375.338
1.00 2376.3803.00
2380
2376
2378
2374
2376
2372
2374
2370
2384
2371.510 NA. MIN.
2368-20
-15
-10
-5
15
2380
2378
2378
2376
2372
2372
2370
0
5
10
15
5
10
CL
2371.648 NA. MIN.
2388
2370
2366
2366.470 NA. MIN.
202368
2364
A.C:9.41m² A.R:0.00m²
2376
2375.599 NA. MAX. 2374.599 NA. MIN.
2374
1.00 2376.5993.00
:1 5:1 2.00 -1. 1.00 DN=1.10m 2373.599 1.50 -2.0
2368-20
-15
-10
15
2378
2372
2376
2370
2374
202368
2372
:1 5:1 -1. 1.00 DN=1.10m 2370.648 1.50
2.00
-2.0
-5
2378
2368
2376
2366
2374
-15
-5
-10
2378
2376
2378.608 NA. MAX.
5
0
2376
2374
0
5
10
15
10
15
2376
202368
2374
2374
2372
2372
2370
2371.923 NA. MIN.
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2370.923 1.50
2376
2368
2374
2366
2372
-10
-5
2374
2376
2372
0
5
10
15
202374
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
2370-20
2375.697 NA. MAX. 2374.697 NA. MIN.
-10
PROYECTO:
202370
2368-20
2380
2378
2378
2376
2376
:1 5:1 2.00 -1. 1.00 DN=1.10m 2373.697 1.50 -2.0
-5
PROYECTISTA:
202362
2374
CL 2368.181 NA. MAX. 2367.181 NA. MIN.
-15
2372 2370
1.00 2369.1813.00
:1 -2.0 5:1 -1. 1.00 DN=1.10m 2366.181 1.50
2368
2.00
2366
C. TER. = 2366.685 C. COR. = 2369.181
-5
-10
C. CIM. = 2367.181
5
0
10
15
202364
2376 2374
A.C:8.40m² A.R:0.00m²
CL
2367.877 NA. MIN.
2372
1.00 2369.877
2370
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2366.877 1.50
2368 2366
C. TER. = 2369.740 C. COR. = 2369.877
2364-20
-15
-10
-5
-15
-10
-5
C. CIM. = 2371.923
0
5
10
15
202368
C. CIM. = 2369.211
0
5
10
15
202364
ST → 0+400.00 → ESC. 1/250
2378
CL A.C:19.26m² A.R:0.00m²
2374
2374
2372
2372
2370
2373.198 NA. MAX. 2372.198 NA. MIN.
5
10
15
202370
2368-20
-15
-10
2374
2376
2372
2374
:1 5:1 2.00 -1. 1.00 DN=1.10m 2371.198 1.50
A.C:41.49m² A.R:0.08m²
2370
2369.448 NA. MAX.
-5
2372
2368
2370
2366
2368.448 NA. MIN.
0
5
10
15
202368
2372
1.00 2370.4483.00
2370
:1
-2.0
5:1 2.00 -1. 1.00 DN=1.10m 2367.448 1.50
2368 2366
C. TER. = 2369.226 C. COR. = 2370.448
C. CIM. = 2372.198
2364-20
-15
-10
2376 2374
CL
-2.0
C. TER. = 2373.126 C. COR. = 2374.198
C. CIM. = 2376.030
0
1.00 2374.1983.00
2378
2378
-5
C. CIM. = 2368.448
0
5
10
15
202364
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
SECCIONES TRANSVERSALES - 1
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD"
GESTION 2019 - 2022 LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
1.00 2376.6973.00
C. TER. = 2375.102 C. COR. = 2376.697
-15
15
:1
-15
2376
2378
C. CIM. =
CL A.C:8.27m² A.R:1.96m²
10
2376
1.0
C. TER. = 2379.129 C. COR. = 2379.608
2378
5
2370
C. TER. = 2372.861 C. COR. = 2373.923
:1 1.0
:1
1.0
2376
-2.0
0
A.C:21.44m² A.R:2.20m²
2370
ST → 0+280.00 → ESC. 1/250
:1
:1 5:1 -1. 1.00 DN=1.10m 2376.608 1.50
2.00
2377.608 NA. MIN.
2380
1.00 2379.608
-5
2378
2368.877 NA. MAX.
1.00 2373.9233.00
ST → 0+140.00 → ESC. 1/250
2380
1.0
2378
X:-6.60 Y:2378.009
2380
2382
-10
C. CIM. = 2372.981
CL
A.C:20.62m² A.R:0.00m²
X:-6.06 Y:2372.235
CL
2382
-15
C. CIM. = 2367.804
ST → 0+420.00 → ESC. 1/250
2370
2378
C. CIM. = 2374.599
X:8.51 Y:2375.705
2384
2364
C. TER. = 2367.111 C. COR. = 2368.470
2364-20
2376
X:-6.12 Y:2374.617
2384
2366
2372
2378
2372.923 NA. MAX.
C. TER. = 2375.030 C. COR. = 2376.599
2370-20
2368
:1 -2.0 5:1 -1. 1.00 DN=1.10m 2365.470 1.50
2.00
ST → 0+440.00 → ESC. 1/250
2374
2386
A.C:0.00m² A.R:0.00m²
X:17.00 Y:2371.192 2367.470 NA. MAX.
2370
1.00 2368.4703.00
:1
2388
2370
2376
1.00 2373.6483.00
C. TER. = 2372.659 C. COR. = 2373.648
X:-6.29 Y:2372.119
202374
2378
CL
2374 2372
CL
ST → 0+300.00 → ESC. 1/250
2380
202362
15
C. CIM. = 2371.510
0
A.C:19.55m² A.R:0.70m²
2374
2374
202370
10
:1
2376 C. CIM. = 2377.072
2372
2370
ST → 0+160.00 → ESC. 1/250
2380
2372
2374-20
10
5
2376
2372
ST → 0+000.00 → ESC. 1/250
2386
15
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2370.510 1.50
C. TER. = 2372.566 C. COR. = 2373.510
1.0
-5
5
:1 1.0
-10
10
1.00 2373.5103.00
C. CIM. = 2374.380
0
0
A.C:50.32m² A.R:1.90m²
1.0
:1 1.0
-15
5
CL
2372.648 NA. MAX.
X:8.45 Y:2375.568
2378
:1 5:1 -1. 1.00 DN=1.10m 2376.072 1.50 -2.0
C. TER. = 2377.740 C. COR. = 2379.072
2374-20
2380
1.00 2379.0723.00
2.00
2377.072 NA. MIN.
2376
X:-6.36 Y:2377.311
2378.072 NA. MAX.
2378
-5
-5
2378
2368
2382
CL
2380
-10
X:-6.06 Y:2374.641
2382
-15
-10
C. CIM. = 2372.671
0
A.C:24.01m² A.R:0.03m²
-2.0
C. TER. = 2374.825 C. COR. = 2376.380
2370-20
2372
202370
2376
:1 5:1 2.00 -1. 1.00 DN=1.10m 2373.380 1.50
2364 C. CIM. = 2367.082
2378
:1
2384
-2.0
-5
X:-6.22 Y:2371.502
2386
2374.380 NA. MIN.
2374
:1 5:1 -1. 1.00 DN=1.10m 2370.338 1.50
2.00
1.0
2374
-15
2362-20
:1
2388
1.0
2388
2375.380 NA. MAX.
X:-6.10 Y:2374.446
2376
2362-20
:1
2390
A.C:6.77m² A.R:0.00m²
A.C:9.54m² A.R:0.00m²
2366
C. TER. = 2366.496 C. COR. = 2367.748
ST → 0+320.00 → ESC. 1/250
CL
2368
202366
2376
1.00 2373.3383.00
C. TER. = 2371.648 C. COR. = 2373.338
2372.510 NA. MAX.
10
1.00 2367.7483.00
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2364.748 1.50
1.0
2390
2378
15
2370
ST → 0+330.00 → ESC. 1/250
2378
C. CIM. = 2374.056
0
ST → 0+020.00 → ESC. 1/250
10
CL
2376
202370
2372
C. TER. = 2374.349 C. COR. = 2376.056
2370-20
5
2372
1.00 2376.0563.00
2372
2368
2372
CL
2374
ST → 0+170.00 → ESC. 1/250
2392
2364
2365.748 NA. MIN.
2374
ST → 0+340.00 → ESC. 1/250
C. CIM. = 2373.409
2380 2392
2370
2376
2374
CL
A.C:6.90m² A.R:0.00m²
C. CIM. = 2376.537
0
2366
1
-10
2376
ST → 0+460.00 → ESC. 1/250
1
-15
2372
2372
2376
: 1.0
1
2372-20
2368
2378
ST → 0+180.00 → ESC. 1/250
2378
2374
2374
2374
2378
1.00 2375.4093.00
C. TER. = 2373.080 C. COR. = 2375.409
2375.056 NA. MAX.
C. TER. = 2377.144 C. COR. = 2378.537
2370
2370
CL
2372
2380
2376
2376
C. CIM. = 2372.085
0
C. CIM. = 2372.761
0
2378
2380
2378
:1 5:1 -1. 1.00 DN=1.10m 2375.537 1.50
: 1.0
2374
-2.0
C. TER. = 2371.562 C. COR. = 2372.751
2366-20
2374
2382
-2.0
2376
2366.748 NA. MAX.
:1 5:1 -1. 1.00 DN=1.10m 2369.751 1.50
2.00
2368
ST → 0+200.00 → ESC. 1/250
1.00 2378.5373.00
2.00
202366
: 1.0
2376
X:-6.24 Y:2376.694
2380
2376.537 NA. MIN.
-10
:1 1.0
2386
2377.537 NA. MAX.
202368
2378
:1 2.00 5:1 -1. 1.00 DN=1.10m 2371.761 1.50
C. TER. = 2372.745 C. COR. = 2374.761
ST → 0+040.00 → ESC. 1/250
2378
15
-2.0
2370
2374
2384
2374
1.00 2374.7613.00
C. CIM. = 2376.001
0
15
2378
A.C:42.23m² A.R:1.29m²
:1 1.0
-10
2370
2376 2374
10
CL
:1 1.0
-15
2378
5:1 -1.
C. TER. = 2376.466 C. COR. = 2378.001
2372-20
2376
.0:1
1.00 DN=1.10m 2375.001 1.50
:1
2374
2380
X:9.36 Y:2377.577
1.00 2378.0013.00
1.0
2376.001 NA. MIN.
X:-6.03 Y:2376.018
CL 2377.001 NA. MAX.
10
:1
2382
5
2378
2380
2372
2372
2376
A.C:2.65m² A.R:0.08m²
1.0
2382
2378
5
CL
C. CIM. = 2376.798
0
0
202360
15
ST → 0+480.00 → ESC. 1/250
ST → 0+350.00 → ESC. 1/250
C. CIM. = 2372.457
0
-5
10
2374
2370
ST → 0+060.00 → ESC. 1/250
A.C:11.76m² A.R:0.00m²
-5
-10
5
2380
ST → 0+220.00 → ESC. 1/250
2374
2380
-10
X:-6.08 Y:2372.705
-5
-15
X:-6.55 Y:2373.040
X:-6.43 Y:2375.180
-10
2368-20
X:-6.09 Y:2374.118
-15
C. TER. = 2372.214 C. COR. = 2374.457
2368 C. CIM. = 2370.165
2374
2376
C. TER. = 2375.482 C. COR. = 2377.465
2372-20
2378
:1 5:1 2.00 -1. 1.00 DN=1.10m 2371.457 1.50 -2.0
0
:1 1.0
2374
-2.0
2370
2376
1.00 2374.4573.00
2370
-15
-5
2372
:1 5:1 2.00 -1. 1.00 DN=1.10m 2369.165 1.50
C. TER. = 2371.023 C. COR. = 2372.165
2366-20
-10
-2.0
1
:1 5:1 -1. 1.00 DN=1.10m 2374.465 1.50
2.00
:1 1.0
2375.465 NA. MIN.
2370.165 NA. MIN.
2370
-15
2374
1.00 2372.1653.00
: 1.0
2376
202368
2378
CL
:1 1.0
2376.465 NA. MAX.
15
2362 C. CIM. = 2365.857
X:16.61 Y:2372.874
15
2380
1.00 2377.4653.00
10
2371.165 NA. MAX.
2364
X:15.82 Y:2374.326
10
CL
A.C:3.82m² A.R:3.11m²
2372
2366
:1 -2.0 5:1 -1. 1.00 DN=1.10m 2363.524 1.50
2.00
C. TER. = 2364.346 C. COR. = 2366.524
2360-20
2368
X:1.29 Y:2370.069
2372
2378
ST → 0+080.00 → ESC. 1/250
2378
2370
A.C:19.97m² A.R:0.00m²
ST → 0+240.00 → ESC. 1/250
2372 2380
2374
2376
CL
2368
C. CIM. = 2376.262
5
5
2364
2364.524 NA. MIN.
X:-7.07 Y:2367.183
X:8.00 Y:2375.593
2374
0
0
2376
2372
C. CIM. = 2372.472
2365.524 NA. MAX.
2362
X:10.10 Y:2372.816
-5
-5
202366
2366
2372
1.00 2366.5243.00
ST → 0+360.00 → ESC. 1/250
X:11.43 Y:2374.465
-10
-10
15
X:11.28 Y:2374.503
-15
-15
10
X:10.41 Y:2374.471
2370-20
-2.0
2376
-2.0
C. TER. = 2375.081 C. COR. = 2376.929
2374
:1 5:1 -1. 1.00 DN=1.10m 2371.472 1.50
2.00
5
2376
1.00 2374.4723.00
C. TER. = 2372.199 C. COR. = 2374.472
2368-20
0
X:11.14 Y:2374.681
2372
2378
-5
X:-6.60 Y:2370.939
1
2374
:1 5:1 -1. 1.00 DN=1.10m 2373.929 1.50
2.00
: 1.0
2374.929 NA. MIN.
X:-6.07 Y:2374.977
2376
1.00 2376.9293.00
-10
2368
2374
2370
CL
X:-6.81 Y:2366.640
15
-15
2370
X:-6.36 Y:2368.116
10
2366-20
A.C:30.98m² A.R:3.78m²
X:16.21 Y:2371.886
2374
2368 C. CIM. = 2369.019
:1
2375.929 NA. MAX.
A.C:2.36m² A.R:1.38m²
2370
:1 5:1 -1. 1.00 DN=1.10m 2368.019 1.50 -2.0
X:8.42 Y:2372.285
5
CL A.C:5.79m² A.R:2.66m²
2376
2378
CL
2372
2372
C. TER. = 2370.609 C. COR. = 2371.019
1.0
2378
2378
C. CIM. = 2376.127
ST → 0+100.00 → ESC. 1/250
2380
2368
2374
1.00 2371.0193.00
2.00
2369.019 NA. MIN.
2374
X:-6.28 Y:2368.260
2372
2370
X:-6.15 Y:2370.266
2374
0
202368
X:-6.09 Y:2370.814
-5
15
2370.019 NA. MAX.
X:-6.32 Y:2371.297
-10
10
X:7.37 Y:2372.208
-15
5
2372
ST → 0+250.00 → ESC. 1/250
:1 1.0
2370-20
2376
-2.0
C. TER. = 2374.767 C. COR. = 2376.794
0
X:7.20 Y:2373.279
2372
-5
CL
A.C:39.44m² A.R:0.00m²
ST → 0+500.00 → ESC. 1/250
2376
:1 1.0
1
2374
-10
C. CIM. = 2372.474
2378
:1 5:1 -1. 1.00 DN=1.10m 2373.794 1.50
2.00
: 1.0
2374.794 NA. MIN.
1.00 2376.7943.00
-15
X:-6.10 Y:2372.407
2375.794 NA. MAX.
X:8.49 Y:2375.787
2376
X:-6.07 Y:2374.751
A.C:6.89m² A.R:3.04m²
2368-20
2374
:1 1.0
2378
2380
CL
X:-6.08 Y:2372.405
2380
2372 2370
C. TER. = 2372.727 C. COR. = 2374.474
ST → 0+120.00 → ESC. 1/250
2376
X:-6.72 Y:2364.046
2370
ST → 0+380.00 → ESC. 1/250
2374
X:-6.14 Y:2365.842
2372
2372.474 NA. MIN.
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2371.474 1.50
X:14.45 Y:2373.988
2373.474 NA. MAX.
2376
:1 1. 0
2374
1.00 2374.4743.00
X:10.54 Y:2372.524
A.C:6.64m² A.R:0.00m²
X:7.96 Y:2373.112
2376
X:-6.06 Y:2372.433
S
2378
CL
X:-6.31 Y:2369.229
2378
X:7.79 Y:2374.586
W
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
KM: 00+000 - 0+500 REGION: PROVINCIA:
APRUEBA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: lunes, marzo 18, 2019
LAMINA:
ST-01
N
ESC. H: 1/250 V: 1/250
PLANO DE SECCIONES TRANSVERSALES E
W S
ST → 0+700.00 → ESC. 1/250
2364
2362
CL
0
5
10
15
202352
2350
2368
2368
2366
CL
2364
2358
CL 2358.487 NA. MAX. 2357.487 NA. MIN.
:1 -2.0 5:1 -1. 1.00 DN=1.10m 2356.487 1.50
2.00
-10
-5
2358
2358
2356
2356
2354
15
202354
2352
0
5
10
15
:1 5:1 -1. 1.00 DN=1.10m 2352.437 1.50 -2.0
2.00
C. TER. = 2353.592 C. COR. = 2355.437
2350-20
-15
-10
-5
2356
2358
2354
2356
0
5
10
15
2354
202350
2352
2360
2359.392 NA. MAX. 2358.392 NA. MIN.
2358
X:10.12 Y:2360.473
1.00 2360.3923.00
A.C:9.00m² A.R:0.00m²
2356
2355.374 NA. MAX.
2360
2354
2354.374 NA. MIN.
2358
2352
2356
2350-20
2362
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2357.392 1.50
2358
1.00 2356.3743.00 :1
2364
2356
C. TER. = 2358.757 C. COR. = 2360.392
1.00 2362.5793.00
2362
:1 -2.0 5:1 2.00 -1. 1.0 1.00 DN=1.10m :1 2359.579 1.50
2354-20
-15
-10
-5
-2.0
2.00
5:1 -1.
-15
-10
-5
5
2346
2356
2344
15
2347.761 NA. MAX.
0
5
10
15
2362
202356
ST → 0+640.00 → ESC. 1/250
2370
2370
ST → 0+560.00 → ESC. 1/250
2342-20
1
2358
-2.0
2360
C. TER. = 2362.507 C. COR. = 2362.985
2356-20
-15
-10
-5
CL
2362 2360.021 NA. MAX.
2360
2356-20
5
10
15
2354
2362
2352-20
-5
-10
5
0
15
202356
202356
2360
A.C:24.81m² A.R:0.01m²
2370
X:-6.27 Y:2361.891
2362
2366
2360
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2361.074 1.50
2364
2358
2362
:1
-10
-5
2352
2360
2350
1.00 2361.6123.00
5
15
202358
5
10
15
CL
2356
2355.778 NA. MIN.
-10
-5
2354
1.00 2357.7783.00
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2354.778 1.50
2356
2346
15
202342
2348.431 NA. MIN.
-15
-10
2354 2352
1.00 2350.4313.00
2350
:1 5:1 -1. 1.00 DN=1.10m 2347.431 1.50
2.00
-2.0
2348 2346
C. TER. = 2349.079 C. COR. = 2350.431
2344-20
2356
-5
C. CIM. = 2348.431
0
5
10
15
202344
202352
ST → 0+860.00 → ESC. 1/250
2364
2356
2362
2354
2360
2352
2358
2350
2356
2348
2364
2352-20
2354
C. TER. = 2355.967 C. COR. = 2357.778
-15
-10
2360
2364
2358
2362
202356
2360
C. CIM. = 2360.945
-5
C. CIM. = 2355.778
0
0
5
10
15
A.C:4.61m² A.R:2.61m²
5
10
15
2356
CL
A.C:23.44m² A.R:0.00m²
2350.033 NA. MIN.
1.00 2352.0333.00
-15
2352
:1 5:1 2.00 -1. 1.0 1.00 DN=1.10m :1 2349.033 1.50 -2.0
2350 2348
C. TER. = 2350.898 C. COR. = 2352.033
2346-20
2354
-10
-5
C. CIM. = 2350.033
0
5
10
15
202346
202352
2358 ST → 0+600.00 → ESC. 1/250
2376
2356
2374
2354
2355.923 NA. MIN.
1.00 2357.9233.00
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2354.923 1.50
2364
2358
2362
2356
2360
2354
2358
2358
2352
2356
2350
2354
2348
CL
A.C:25.91m² A.R:0.00m²
2351.814 NA. MAX.
2354 1.00 2352.8143.00
1.0
2352
:1 5:1 -1. 1.00 DN=1.10m 2349.814 1.50
2.00
2350.814 NA. MIN.
2356
:1
-2.0
2350
:1
2376
ST → 0+840.00 → ESC. 1/250
CL 2356.923 NA. MAX.
10
2348
2349.431 NA. MAX.
ST → 0+720.00 → ESC. 1/250
:1 -2.0 5:1 -1. 1.00 DN=1.10m 2358.612 1.50
C. TER. = 2360.448 C. COR. = 2361.612
-15
10
2362
2.00
2359.612 NA. MIN.
C. CIM. = 2363.407
0
2358
2354 0
A.C:5.28m² A.R:0.00m²
1.0
-15
-5
-10
2358
2366
2360
C. TER. = 2364.498 C. COR. = 2364.074
2358-20
2356-20
X:10.13 Y:2361.697
2368
CL X:-6.37 Y:2359.862
X:4.02 Y:2366.084
2364
2360.612 NA. MAX.
1.00 2364.074
2360
2366
:1
1.0
2362.074 NA. MIN.
2362
2368
A.C:14.45m² A.R:1.00m²
1.0
2363.074 NA. MAX.
2362
2351.033 NA. MAX.
2370
5
CL
:1
2370
CL
-15
1.0
2372
A.C:9.68m² A.R:0.04m²
0
202350
C. CIM. = 2356.643
2364 2362
2368
-5
ST → 0+730.00 → ESC. 1/250
10
ST → 0+540.00 → ESC. 1/250
2364
-10
2358
2358
2374
:1 5:1 -1. 1.00 DN=1.10m 2354.310 1.50 -2.0
2.00
C. TER. = 2355.464 C. COR. = 2357.310
2356.778 NA. MAX.
2374
2366
2355.310 NA. MIN.
1.00 2357.3103.00
C. CIM. = 2360.354
2370
2368
2356.310 NA. MAX.
2356
2364
ST → 0+620.00 → ESC. 1/250
2372
2358
C. CIM. = 2360.985
0
2344 C. CIM. = 2346.761
2360
:1 -2.0 5:1 -1. 1.00 DN=1.10m 2358.021 1.50
C. TER. = 2359.520 C. COR. = 2361.021
-15
2346
2.00
2359.021 NA. MIN.
2358
1.00 2361.0213.00
:1
1.0 :
2362
:1 5:1 -1. 1.00 DN=1.10m 2359.985 1.50
2.00
2360.985 NA. MIN.
2360
1.00 2362.9853.00
2364
1.0
2361.985 NA. MAX.
2362
2364
X:-6.29 Y:2361.177
2364
2366
X:9.03 Y:2360.373
2366
CL
2366
X:-6.38 Y:2359.272
X:19.43 Y:2369.274
2366
-15
:1 1.0
2368
2368
A.C:9.47m² A.R:1.70m²
1
2368
2370
2368
CL
A.C:4.58m² A.R:2.58m²
: 1.0
A.C:49.86m² A.R:0.00m²
2372
2360
X:7.49 Y:2355.638
15
X:7.37 Y:2356.025
10
X:7.48 Y:2356.243
5
:1
-2.0
C. TER. = 2347.848 C. COR. = 2348.761
2354
2358
2372 2370
1.0
2348
:1 5:1 -1. 1.00 DN=1.10m 2345.761 1.50
2.00
2346.761 NA. MIN.
C. CIM. = 2361.912
0
2350 1.00 2348.7613.00
2356
X:-6.11 Y:2355.381
-5
2352
CL
2352
202354
X:-6.18 Y:2355.897
-10
2356
ST → 0+880.00 → ESC. 1/250
10
X:-6.12 Y:2356.004
-15
202342
2354
ST → 0+740.00 → ESC. 1/250
2356-20
15
C. CIM. = 2354.374
2360
C. TER. = 2361.554 C. COR. = 2362.579
10
A.C:46.31m² A.R:0.00m²
C. CIM. = 2359.725
0
5
0
2358
2348
2358
2354
1.00 DN=1.10m 2353.374 1.50
C. TER. = 2354.808 C. COR. = 2356.374
:1
CL
CL
2362
1.0
2366
2364
A.C:7.27m² A.R:2.01m²
2360
CL
:1
2368
2364
2360
1.0
2368
2358
-5
-10
ST → 0+760.00 → ESC. 1/250
2366
2344 C. CIM. = 2346.305
ST → 0+900.00 → ESC. 1/250
2352 C. CIM. = 2353.437
-15
2350
X:-6.40 Y:2358.659
2370
X:-6.19 Y:2360.451
2353.437 NA. MIN.
1.00 2355.4373.00
2346
C. TER. = 2346.954 C. COR. = 2348.305
2342-20
2348
-2.0
2344
2358
202356
A.C:34.38m² A.R:0.75m²
2360
2346.305 NA. MIN.
1.00 2348.3053.00
X:-6.45 Y:2347.060
10
2372
2360.579 NA. MIN.
CL
A.C:5.22m² A.R:0.01m²
2354
2350
:1 5:1 2.00 -1. 1.0 1.00 DN=1.10m :1 2345.305 1.50
X:-6.19 Y:2348.305
5
2372
2361.579 NA. MAX.
2360
C. CIM. = 2358.821
ST → 0+580.00 → ESC. 1/250
2362
2360
2360
ST → 0+660.00 → ESC. 1/250
2364
2347.305 NA. MAX.
2346
2354.437 NA. MAX.
C. TER. = 2357.605 C. COR. = 2359.487
-15
2362
1.00 2359.4873.00
2356 2354-20
2350
C. CIM. = 2361.670
0
2366
202348
ST → 0+780.00 → ESC. 1/250
2366
2370
15
X:-6.12 Y:2350.113
-5
10
2356
2352
CL
X:-6.20 Y:2350.944
X:-6.37 Y:2360.092
-10
5
0
X:8.00 Y:2355.040
-15
A.C:4.35m² A.R:2.67m²
2358
C. TER. = 2361.158 C. COR. = 2362.337
2352
A.C:36.05m² A.R:0.02m²
2348
1
2358
2350 C. CIM. = 2352.501
2364
2362 2360
2360
2354
2366
: 1.0
2360.337 NA. MIN.
2364
2366
2362
:1 -2.0 5:1 2.00 -1. 1.0 1.00 DN=1.10m :1 2359.337 1.50
-5
-10
2352
ST → 0+680.00 → ESC. 1/250
2366
:1 1.0
2361.337 NA. MAX.
1.00 2362.3373.00
-15
X:-6.49 Y:2354.699
2364
C. TER. = 2352.600 C. COR. = 2354.501
2348-20
2356
X:11.10 Y:2352.769
2370
2352
2354
2358
X:11.89 Y:2354.075
2370
2352.501 NA. MIN.
:1 5:1 2.00 -1. 1.00 DN=1.10m 2351.501 1.50
2358
-2.0
X:7.73 Y:2353.922
2372
2353.501 NA. MAX.
X:-6.11 Y:2353.365
2372
2354
1.00 2354.5013.00
ST → 0+910.00 → ESC. 1/250
2356
X:13.88 Y:2353.019
-5
A.C:5.06m² A.R:1.03m²
C. CIM. = 2357.497
X:7.69 Y:2357.945
2374
2356-20
-10
X:-6.09 Y:2357.544
2374
2360
-15
2356
2376
A.C:38.21m² A.R:1.11m²
2362
2352-20
2356
2358
CL
:1 1.0
2376
2378
2358
2354
C. TER. = 2356.270 C. COR. = 2358.164
ST → 0+590.00 → ESC. 1/250
2358
X:17.80 Y:2353.507
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2355.164 1.50
2354 2378
ST → 0+800.00 → ESC. 1/250
:1 1.0
2356.164 NA. MIN.
2356
1.00 2358.1643.00
X:-6.14 Y:2346.209
2357.164 NA. MAX.
2360
X:8.58 Y:2353.551
2358
X:-6.18 Y:2356.282
2360
X:-6.71 Y:2352.029
A.C:5.69m² A.R:2.69m²
X:8.16 Y:2356.939
2362
2364
2374 ST → 0+520.00 → ESC. 1/250
2376
A.C:29.38m² A.R:1.38m²
C. TER. = 2356.063 C. COR. = 2357.923
2352-20
202352
2346-20
2376
2372
2372
2374
2370
2370
2372
2372
2368
2368
2364
2364
2370
2370
2366
2366
2362
2362
2358
2360
2356
2358
2354
2374
A.C:5.89m² A.R:0.39m²
-15
-10
-5
0
5
10
15
2348
C. TER. = 2351.600 C. COR. = 2352.814
C. CIM. = 2357.256
-15
-10
-5
C. CIM. = 2350.814
0
5
10
15
202346
ST → 0+710.00 → ESC. 1/250
2356
C. TER. = 2360.827 C. COR. = 2362.095
C. CIM. = 2364.632
2358
2354
0
5
10
15
202360
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
2356-20
-15
PROYECTO:
-5
C. TER. = 2356.548 C. COR. = 2358.043
C. CIM. = 2361.429
0
5
10
15
202356
2352-20
-15
-10
-5
2356
2352
2354
2350
PROYECTISTA:
2351.594 NA. MIN.
0
10
15
202352
2348-20
-15
-10
X:10.65 Y:2354.025
X:8.01 Y:2356.717
5
2356 2354
1.00 2353.5943.00
:1 5:1 -1. 1.00 DN=1.10m 2350.594 1.50
2.00
-2.0
2352 2350
C. TER. = 2352.788 C. COR. = 2353.594
C. CIM. = 2357.377
-5
C. CIM. = 2351.594
0
5
10
15
202348
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
SECCIONES TRANSVERSALES - 2
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD"
GESTION 2019 - 2022 LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
-10
5:1 -1. 1.00 DN=1.10m 2355.043 1.50
2.00
2356.043 NA. MIN.
2352.594 NA. MAX.
-2
X:-6.42 Y:2351.316
2358
2360
1.00 2358.0433.00
.0:1
CL
A.C:23.67m² A.R:0.05m²
:1
-5
2362
2360.095 NA. MIN.
2358
2358
1.0
-10
2360
2362
2357.043 NA. MAX.
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2359.095 1.50
:1
C. TER. = 2365.255 C. COR. = 2365.299
-15
2364
2360
1.0
-2.0
1.00 2362.0953.00
2364
CL
:1
2360-20
2362
1.0
:1
2362
2366
2361.095 NA. MAX.
:1 5:1 -1. 1.00 DN=1.10m 2362.299 1.50
2.00
1.0
2363.299 NA. MIN.
X:-6.97 Y:2362.649
2364.299 NA. MAX.
2364
1.00 2365.299
2364
A.C:7.92m² A.R:1.68m² X:-6.16 Y:2356.152
2366
2368
CL X:-6.45 Y:2359.795
CL
2368
X:3.33 Y:2366.849
ST → 0+820.00 → ESC. 1/250
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
KM: 00+520 - 0+910 REGION: PROVINCIA:
APRUEBA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: lunes, marzo 18, 2019
LAMINA:
ST-02
N
ESC. H: 1/250 V: 1/250
PLANO DE SECCIONES TRANSVERSALES E
W S
CUADRO DE MOVIMIENTO DE TIERRA PROG.
AREA C. AREA R. (m²) (m²)
VOL C. (m³)
VOL. R. (m³)
METRADO DE ENROCADO
VOL. ACUM. VOL. ACUM. VOLUMEN Corte (m³) Relleno (m³) NETO (m³)
ST → 0+980.00 → ESC. 1/250
2354 2352
2354 2352
A.C:10.49m² A.R:0.07m²
2350
2350
2344.802 NA. MAX.
2344
1.0
2343.802 NA. MIN.
X:-6.11 Y:2343.874
2346
X:10.08 Y:2345.854
CL
2348
1.00 2345.8023.00
2348 2346
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2342.802 1.50
2344
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0+020.00
6.77
0.00
67.71
0.00
67.71
0.00
67.71
0+040.00
17.42
0.00
241.91
0.00
309.62
0.00
309.62
0+060.00
11.76
0.00
291.80
0.00
601.43
0.00
601.43
0+080.00
3.82
3.11
156.54
31.12
757.96
31.12
726.84
0+100.00
5.79
2.66
96.03
57.75
853.99
88.87
765.12
0+120.00
6.89
3.04
126.80
56.97
980.79
145.84
834.95
0+140.00
8.27
1.96
151.61
49.98
1132.40
195.82
936.59
0+160.00
9.41
0.00
177.49
19.63
1309.89
215.44
1094.45
0+170.00
9.54
0.00
96.18
0.00
1406.07
215.44
1190.63
0+180.00
6.90
0.00
82.69
0.00
1488.76
215.44
1273.32
0+200.00
1.49
2.80
83.91
27.97
1572.67
243.41
1329.26
0+220.00
2.65
0.08
41.36
28.77
1614.04
272.18
1341.85
0+240.00
2.29
2.57
49.62
26.34
1663.66
298.52
1365.14
0+250.00
2.36
1.38
24.85
18.99
1688.51
317.51
1371.00
0+260.00
6.64
0.00
45.63
6.82
1734.13
324.33
1409.80
0+280.00
19.26
0.00
254.36
0.02
1988.49
324.35
1664.14
0+300.00
20.62
0.00
398.79
0.00
2387.28
324.35
2062.93
0+320.00
19.55
0.70
401.67
6.95
2788.96
331.30
2457.65
0+330.00
24.01
0.03
232.31
3.63
3021.27
334.93
2686.34
0+340.00
7.74
2.41
168.09
12.12
3189.36
347.05
2842.30
0+350.00
14.72
1.05
117.32
17.24
3306.68
364.29
2942.39
:1
0+000.00
2342 2340-20
2342
C. TER. = 2343.970 C. COR. = 2345.802
-15
-5
-10
C. CIM. = 2343.802
5
0
10
15
202340
ST → 0+960.00 → ESC. 1/250
2352
2352
0+360.00
19.97
0.00
179.52
5.25
3486.20
369.55
3116.65
2350
2350
0+380.00
39.44
0.00
594.05
0.00
4080.25
369.55
3710.71
0+400.00
41.49
0.08
809.28
0.78
4889.53
370.32
4519.21
0+420.00
8.40
0.00
498.87
0.78
5388.40
371.10
5017.30
2346
0+440.00
21.44
2.20
298.36
22.02
5686.76
393.12
5293.64
2344
0+460.00
50.32
1.90
609.44
41.69
6296.20
434.80
5861.40
0+480.00
42.23
1.29
925.44
31.96
7221.64
466.76
6754.88
0+500.00
30.98
3.78
633.46
51.14
7855.11
517.90
7337.20
0+520.00
5.89
0.39
318.89
42.62
8174.00
560.52
7613.48
0+540.00
9.68
0.04
155.73
4.29
8329.73
564.81
7764.92
0+560.00
49.86
0.00
595.41
0.42
8925.14
565.23
8359.91
0+580.00
34.38
0.75
855.64
7.49
9780.78
572.72
9208.05
0+590.00
38.21
1.11
420.41
9.31
10201.19
582.03
9619.15
0+600.00
29.38
1.38
392.73
12.39
10593.91
594.42
9999.49
0+620.00
14.45
1.00
459.06
23.78
11052.97
618.20
10434.77
0+640.00
9.47
1.70
239.25
27.01
11292.22
645.22
10647.01
0+660.00
7.27
2.01
167.45
37.13
11459.67
682.35
10777.33
0+680.00
4.35
2.67
116.20
46.82
11575.87
729.17
10846.70
0+700.00
5.69
2.69
100.33
53.58
11676.20
782.75
10893.45
0+710.00
7.92
1.68
68.03
21.85
11744.23
804.60
10939.63
0+720.00
4.61
2.61
62.89
21.45
11807.12
826.05
10981.08
0+730.00
5.28
0.00
50.12
13.04
11857.25
839.09
11018.16
2352
0+740.00
4.58
2.58
49.95
12.88
11907.20
851.97
11055.23
2350
0+760.00
9.00
0.00
135.72
25.77
12042.92
877.74
11165.17
0+780.00
5.22
0.01
142.17
0.06
12185.09
877.80
11307.28
0+800.00
5.06
1.03
102.77
10.31
12287.86
888.12
11399.74
2346
0+820.00
23.67
0.05
287.29
10.77
12575.15
898.89
11676.26
2344
0+840.00
25.91
0.00
495.86
0.52
13071.01
899.41
12171.60
0+860.00
23.44
0.00
493.56
0.00
13564.57
899.41
12665.16
0+880.00
24.81
0.01
482.54
0.15
14047.11
899.56
13147.55
0+900.00
46.31
0.00
711.21
0.15
14758.32
899.70
13858.61
0+910.00
36.05
0.02
395.59
0.09
15153.91
899.79
14254.12
0+920.00
27.34
0.76
306.21
3.90
15460.12
903.69
14556.43
0+940.00
14.71
0.00
420.57
7.64
15880.69
911.33
14969.36
0+960.00
10.53
0.00
252.48
0.00
16133.16
911.33
15221.84
0+980.00
10.49
0.07
210.27
0.73
16343.44
912.06
15431.37
A.C:10.53m² A.R:0.00m²
2345.536 NA. MAX.
2344
2344.536 NA. MIN.
1.00 2346.5363.00
:1 -2.0 5:1 2.00 -1. 1.00 DN=1.10m 2343.536 1.50
2342 2340-20
2348
:1
1.0
2346
X:-6.46 Y:2344.840
2348
X:9.02 Y:2345.880
CL
2342
C. TER. = 2344.945 C. COR. = 2346.536
-15
-10
-5
C. CIM. = 2344.536
0
5
10
15
202340
ST → 0+940.00 → ESC. 1/250
2352
2348 2346.244 NA. MAX.
2346
-2.0
C. TER. = 2345.950 C. COR. = 2347.244
-15
-10
2348
:1 5:1 -1. 1.00 DN=1.10m 2344.244 1.50
2.00
:1
2344 2342-20
1.00 2347.2443.00
1.0
2345.244 NA. MIN.
X:10.01 Y:2347.250
CL
A.C:14.71m² A.R:0.00m² X:-6.09 Y:2345.301
2350
-5
C. CIM. = 2345.244
0
5
10
15
202342
X:14.86 Y:2351.194
2356 A.C:27.34m² A.R:0.76m²
2352
CL
2348 2346.951 NA. MAX.
2342-20
-15
-10
:1 5:1 2.00 -1. 1.00 DN=1.10m 2344.951 1.50 -2.0
-5
5.75
0.00
0.00
0+020
5.75
115.00
115.00
0+040
5.75
115.00
230.00
0+060
5.75
115.00
345.00
0+080
5.75
113.95
458.95
0+100
5.75
115.00
573.95
0+120
5.75
115.00
688.95
0+140
5.75
115.00
803.95
0+160
5.75
113.88
917.83
0+170
5.75
54.67
972.51
0+180
5.75
54.70
1027.21
0+200
5.75
115.00
1142.21
0+220
5.75
115.00
1257.21
0+240
5.75
115.49
1372.70
0+250
5.75
60.33
1433.03
0+260
5.75
60.33
1493.35
0+280
5.75
117.78
1611.13
0+300
5.75
115.00
1726.13
0+320
5.75
115.00
1841.13
0+330
5.75
54.67
1895.81
0+340
5.75
54.67
1950.48
0+350
5.75
54.67
2005.15
0+360
5.75
55.46
2060.61
0+380
5.75
115.00
2175.61
0+400
5.75
115.00
2290.61
0+420
5.75
115.00
2405.61
0+440
5.75
115.00
2520.61
0+460
5.75
121.16
2641.77
0+480
5.75
115.00
2756.77
0+500
5.75
120.51
2877.28
0+520
5.75
121.33
2998.61
0+540
5.75
115.00
3113.61
0+560
5.75
115.00
3228.61
0+580
5.75
114.33
3342.94
0+590
5.75
54.66
3397.60
0+600
5.75
54.66
3452.26
0+620
5.75
112.69
3564.96
0+640
5.75
115.00
3679.96
0+660
5.75
115.00
3794.96
0+680
5.75
115.00
3909.96
0+700
5.75
115.00
4024.96
0+710
5.75
58.33
4083.29
0+720
5.75
58.94
4142.23
0+730
5.75
58.94
4201.16
0+740
5.75
58.94
4260.10
0+760
5.75
115.00
4375.10
0+780
5.75
115.00
4490.10
0+800
5.75
115.00
4605.10
0+820
5.75
115.00
4720.10
0+840
5.75
115.00
4835.10
0+860
5.75
115.00
4950.10
0+880
5.75
115.00
5065.10
0+900
5.75
115.00
5180.10
0+910
5.75
58.28
5238.38
0+920
5.75
58.28
5296.66
0+940
5.75
115.00
5411.66
0+960
5.75
115.00
5526.66
0+980
5.75
115.00
5641.66
10
15
S
R
L
T
Δ
C
E
M
P.C.
P.T.
P.I. ESTE
DATOS DE POLIGONO DIST. ANGULO ESTE 34.22 98°35'36" 241595.127 98.16 99°21'57" 241572.560 64.73 172°55'44" 241634.831 25.64 196°12'37" 241681.742 115.04 151°27'36" 241694.652 114.36 170°55'50" 241793.028 101.08 210°49'6" 241898.948 118.77 135°9'43" 241959.819 41.81 148°13'3" 242077.395 97.22 228°56'45" 242115.694 83.77 149°59'31" 242203.591 85.70 203°19'36" 242287.075 106.23 191°31'1" 242368.295 55.13 92°27'33" 242460.170 76.76 94°54'33" 242489.863 61.56 184°4'54" 242428.962 63.25 173°35'2" 242382.917 110.86 143°3'21" 242331.212 97.16 189°55'16" 242220.401 73.73 164°30'39" 242124.222 54.74 195°14'54" 242051.101 73.70 223°0'7" 241996.880 48.80 159°39'49" 241950.404 68.34 155°12'39" 241908.382 86.46 208°8'42" 241840.390 54.95 224°31'59" 241768.650 64.69 133°53'43" 241757.653 18.11 159°37'51" 241703.001 26.44 202°43'27" 241685.281 81.28 177°57'23" 241663.550
NORTE 9094277.897 9094252.170 9094176.298 9094131.701 9094109.553 9094049.922 9094006.800 9093926.106 9093909.304 9093926.076 9093884.534 9093891.415 9093864.058 9093810.732 9093857.177 9093903.909 9093944.764 9093981.191 9093977.751 9093991.513 9093982.086 9093989.611 9094046.808 9094071.628 9094078.509 9094126.760 9094180.600 9094215.219 9094218.980 9094234.032
Area: 71789.03 m² Area: 7.17890 ha Perimetro: 2202.67 ml
P.I. NORTE
2352
PI:2
55
23.85 12.12 024°43'52" 23.67 1.31 1.28 0+156.04 0+179.89 242291.004 9093938.223
PI:3
55
31.56 16.22 032°43'10" 31.13 2.33 2.24 0+238.27 0+269.83 242204.766 9093929.084
PI:4
55
38.08 19.83 039°28'46" 37.33 3.45 3.25 0+319.13 0+357.20 242128.499 9093967.393
2348
PI:5
21
8.29
4.20 022°34'42" 8.24
0.42 0.41 0+441.16 0+449.45 242023.203 9093943.453
2346
PI:6
6
4.23
2.22 043°25'07" 4.13
0.43 0.40 0+498.03 0+502.26 241968.995 9093952.786
PI:7
55
30.47 15.63 031°43'33" 30.08 2.18 2.10 0+577.65 0+608.12 241913.122 9094027.440
PI:8
109
37.29 18.83 019°37'31" 37.10 1.62 1.59 0+704.20 0+741.48 241791.632 9094075.203
PI:9
200
23.61 11.82 006°45'54" 23.60 0.35 0.35 0+898.14 0+921.76 241650.457 9094198.301
C. CIM. = 2347.285
5
N°
3.70
2344 0
0+000
55
2350
1.00 2347.9513.00
C. TER. = 2346.918 C. COR. = 2347.951
Vol. Acum.
PI:1
1
2344
Vol.
2354
: 1.0
2345.951 NA. MIN.
2346
X:-6.21 Y:2345.814
2350
Área
LADO P1 - P2 P2 - P3 P3 - P4 P4 - P5 P5 - P6 P6 - P7 P7 - P8 P8 - P9 P9 - P10 P10 - P11 P11 - P12 P12 - P13 P13 - P14 P14 - P15 P15 - P16 P16 - P17 P17 - P18 P18 - P19 P19 - P20 P20 - P21 P21 - P22 P22 - P23 P23 - P24 P24 - P25 P25 - P26 P26 - P27 P27 - P28 P28 - P29 P29 - P30 P30 - P1
ELEMENTOS DE CURVA
ST → 0+920.00 → ESC. 1/250
2356 2354
Prog.
VERTICE P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30
202342
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
GESTION 2019 - 2022
0.03 0.03 0+065.27 0+068.97 242386.715 9093905.860
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
PROYECTO:
SECCIONES TRANSVERSALES - 3
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD" PROYECTISTA:
LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
1.85 003°50'10" 3.70
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
KM: 00+920 - 0+980 REGION: PROVINCIA:
APRUEBA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: lunes, marzo 18, 2019
LAMINA:
ST-03
241650 E
241800 E
241950 E
242100 E
242250 E
242400 E
242550 E
N
E
W
O
S
9094350 N
9094350 N
N
241500 E
E
CORTE TRANSVERSALES
S
2-2
CORTE CORTE 1-1
CORTE 04
235
0+ 00 0
0 04 0+
4 +9
:0 PT
236
9094200 N
4 45.1 0+9
8
9.7
PC:
.34
0
0
97
0+ 0+6 606
23
60
2375
2375
2365
2365
0+020
2370 0+060
0+040
2360 0+000
2360 0+038
0+020
PC
P PT C: 0 : +8 62 .61
.15
25
3.8
9
86
0+
PPTC: 0 : 0 +83 +8 5.5 36 2 .43
.066 04 .7 +9 04 : 0 +9 PC 0
PT :
60 23
60 23
BM01
0+ 00+6 056
troch
237
70 23
9094050 N
9094050 N
PC: 0 + PT: 669.78 0+6 71
60
0
puente existente
23
PPC T:: 0+ 0+7701 01.9.26 7
0+ 04 0
PC PT : 0 : 0 +7 +7 96 97 .6 .83 9
PPTC: 0 : 0 +8 +8 1 4 14 .3 .917
0+ 02 0
PC PT : 0+7 : 0 47.1 +74 8 8.3 7
0
a
PC PT: : 0+7 0+7 15.8 16.7 3 7
0
CORTE 03
CORTE
4-4
2370
2360
2365
2365
2355
2355
2360
2360
2350
2350
2355
2355
2345
2345
2360
0
PC PT : 0+7 76.9 :0 +7 8 78 .70
236
CORTE 3-3
2370 0+ 00
a
2370
2370 0+000
2 4.7 7 88 5.5 0+0+88 : T P
PC : PPTC: : 0 0+9 PTPT: 0++994413.34.8 0 : 0 +9 1.8255 +9 37.3 4 25 .89
tro ch
:0
2370
60 23
+9
PC
2380
:
PT :
1+ 00
9.7 8
PT :1
PC :
Km 00 0 1+
9094200 N
+9
2380 DISTRITO DE HUAYLILLAS
2360 60 23
:0
0+ 02 0
50
1+ 01 9.1 9
+03
1.3
3
23
PC
2375
0 .9806 833. ++998 : 00 PPCT
K 1+0 m 51
2375
23
70
0
2350 0+000
0+020
2350 0+060 0+065
0+040
2340 0+000
0+020
2340 0+0600+066
0+040
3
3 49.9
334.9 9
.97
PT: 0 +140
:0
79.9
0+ 06 068 3.7 .17 0 : 0+
PT
: PC
0 06
0 04 0+
0+
CORTE 01
9093900 N
36 .54
2380
PLANO DE PLANTA
20
40m 241650 E
2380
-3.04%
2379 2378 2377
2376
-3.74%
241950 E
241800 E
-3.90%
2375 2374 2373
242100 E
242250 E
-4.24%
-2.13%
2372
2371 2370 2369
-1.12%
2360.49
9094150.49
241648.03
BM01
FLUJO DE AGUA
2366.87
9093994.47
241948.45
BM02
CURVAS DE N.
2374.60
9093973.03
242129.35
BM03
PUNTO FIJO (BM)
2378.65
9093879.81
242443.19
BM04
ESC. H:1/2000
CORTES
PLANO DE PERFIL LONGITUDINAL
2380
ESC. H: 1/2000 V: 1/200
2379 2378 2377
2376 2375 2374 2373
2372
-1.85%
-1.91%
2368 2367 2366 2365
2371 2370 2369
-4.81%
2368
-2.82%
2364
2363 2362 2361
2367 2366 2365
-3.64%
2364
-4.74%
2360 2359 2358 2357
-1.09%
2363 2362 2361
-3.43%
2360
-7.12
%
2356 2355 2354 2353
-1.41%
2359 2358 2357
-4.88%
2356 2355 2354 2353
-4.53%
2352
2352
2351 2350 2349
2351 2350 2349
-5.95 %
2348 2347 2346 2345
ELEMENTOS DE CURVAS
2348
-1.20%
2347 2346 2345
-4.55%
2344
2344
2343 2342 2341
PI
2343 2342 2341
COTA TERRENO
2375.38
2371.83
2369.83
2368.32
2364.60
2360.87
2358.14
2353.86
2349.08
2344.21
2342.09
COTA CORONACIÓN
2375.38
2371.83
2369.83
2368.32
2364.60
2360.87
2358.14
2353.86
2349.08
2344.21
2342.09
PC
T
.
PT
R
LEYENDA Curva Mayor C/5m
2342.09
1+050.840
2344.21
1+000
2349.08
0+900
2353.86
0+800
2358.14
0+700
2360.87
0+600
2364.60
0+500
2368.32
0+400
2369.83
0+300
2371.83
0+200
2375.38
0+100
2379.02
0+000 2379.02
2340
2379.02
2340
COTA CIMENTACIÓN
CARRETERA
242400 E
PERFIL LONGITUDINAL: Eje Rio Cajas- 1 PROG: 0+000 - 1+051 Escalas - V: 50 H:250 -3.90%
DESCRIP.
COTA (msnm)
10
ESTE
9093750 N
0
COTA (msnm)
Curva Menor C/1m
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
NIVEL DEL FLUJO
0.000
0.000
CORTE (-) RELLENO (+)
0.000
Punto De Estación
ALTURA DEFENSA
2379.02
Punto De BMs
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Buzon De Desague Canal
O
PC: Inicio de curva PT: Final de curva PI: Punto de Inflexion R: Radio de Curva L: Longitud de Curva LC: Longitud de Cuerda T: Tangente : Angulo de Deflexion
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
PROYECTO:
2342.09
2344.21
2349.08
2353.86
2358.14
Eje Proyectado
PLANO:
MUNICIPALIDAD DISTRITAL DE HUAYLILLAS
PLANTA Y PERFIL LONGITUDINAL
"CREACION DEL SERVICIO DE PROTECCION Y CONTROL DE INUNDACIONES EN LA MARGEN DERECHA DEL RIO CAJAS, DISTRITO DE HUAYLILLAS, PROVINCIA DE PATAZ, REGION LA LIBERTAD"
GESTION 2019 - 2022 PROYECTISTA:
LUIS JESUS CORONEL VALDIVIEZO - ALCALDE
2360.87
2364.60
2368.32
2369.83
2371.83
Acceso 2375.38
9093750 N
K 0+ m 00 0 Escala gráfica
NORTE
14 .55
BM04
ELEV. :0 +0
0 02 0+
: PT 00 0 0+
PC
:0
PC
PT: 0
2380
RIO PUENTE EXIT.
CUADRO DE BM'S UTM WGS 84
0+ 0
+112 .98
.53 +11 1
PC 0 +155 PT: :0+ 157.8 .367
PC: 0+ 186.30 PT: 0+18 7.86
80 23
PC: 0+228.98 PT: 0+232.23
PC :
0+0
PT
LEYENDA
0
+08
9.3
1
PC: 0+
134.06
PT: 0+26 PC: 0+ 2671.91 .73
PC: 0+283.6 0 PT: 0+2 88.2 2
0+3
03.5 0+3
PC:
PT:
9
15.9
0
PC: 0+
PT P : 0+ 6.29 PC: C0+36 351 PT: 0+363.14 9.41.73 : 0+36 PT PC: 0+356.89 PT: 0+3 55.92
troch a
CORTE 02
Km 0+500
2380
PC :0 + PT: 0+ 319.1 322.756
PT
PC: 0+ 503.
42 : 0+508.62
9093900 N
2370
: 0+ 3
3.121 : 0+41 416.2 PT PC: 0+
23 70
BM03
trocha
7.24 PT: 0+4334.10 PC: 0+4
9 54.3 PT: 0+4 1.15 PC: 0+45
0+038 0+020 0+000
75.32 PC: PT: 0+4 0+482. 72
+51
PC:
.05
39
+5
:0
PT: 0
PT
5.45
0+ .42 534.28
3 4.0
PT
0
:
7 23
0+
59
4 59 5 0+ : 0+571.1 1 : PC 0.3 PCT 58 01 : 0+ 824. .99 C 57 P 00++5 : PT .055 +556600.3 PPCT: 00+
3 66755..4 .38 ++5556 70668 PPCCT::: 000+ 4.8.6 PPT: 0+ 5556 0+ : PC .29 +557 PT: 0
BM02 PC: 0+511
623.0
PT: 0 +
PC
:0
+6 1
8.6
9
237
DIBUJO Y DISEÑO:
M.V.L.
REVISA:
KM: 00+000 - 1+050 REGION: PROVINCIA:
APRUEBA:
DISTRITO:
LA LIBERTAD PATAZ HUAYLILLAS
ESCALA: INDICADA FECHA: viernes, marzo 15, 2019
LAMINA:
PT-01A