CESO
UI LP O
PISTA DE AC
R PRO UTA VINC Nº 1 IAL 6
Q
AERÓDR ZONA AEROES TACIÓN
O
S
Y
OMO
E
M
SIPE SIP
AR C
MONUMENTO A LA CUENCA DEL SOL
SA N
.M.B . F.C. G
A GU EL T AN RO AC PI O EZO MU ER Y TO
SUIPACH
PA
968
=
PE
3.
60
m
m
18
RÚ
967
10
60
m
V.
50.
85
964
CH I
ED Y ON .51 F. m KE NN
A O CA M IN LP O UI F.
m 65 50.
54.2 7m
M.V.
m
511.88
EL
514.42
CARL OS GARD
L = 8.44 m L = 24.20 m
4m
510.48
511.00
m L = 108.02
507
m L=
m L = 156.86
L = 77.44
m
m
8.66
L = 93.08
L=
1m L = 57.6
TE OR ON STR
m
14
L
=
AL CAN
74
.0
3
m
m L = 53.16 m L = 45.58
m
L = 58.22 m
L = 104.90 m
L = 253.81
L = 62.82 m
m
L = 177.40
ARIO
BALNE
.51
m
m 33.01
L
L = 240.6
2m
.97
L= L = 23.84
=
53
m
.1
m
62
m
m
439
1m
L=
56.
32
m
L=
L=
58.9
7m
m
L = 87.36
L = 184.80 m
3m 71.5
m
m
Z RU C RÍO L EJE DE
m
m
m
L = 65.45 m
112
L = 139.08
L = 159.54
m
m
IPAL MUNIC L = 156.17
L = 193.01 m
7.4
11
L = 43.23
L=
.18
L=
3
L = 40.37
m
m
L=
m
E MA
S CLU ON INC
72
.05
L = 172.12
EL
8m
L = 100.9
OS GARD
O
m
m
L = 68.11
L = 94.95
OS GARD EL
m L = 16.73
3.4
m
L = 92.46
1m L = 23.1
10
L=
L = 78.47
L = 43.35
USINA HIDROEL ÉCTRIC A
L = 160.40 m
m L = 237.34
m L = 53.89
CEFE
m
S HE RAS
L. S
O
CT U D E
ACU
. LA
GR A
.53
m L = 63.73 m L = 64.90
m L = 51.30
AMOR RINO
m
EL
L = 38.44
1m
OS GARD CARL
L = 189.13 m
L = 33.69
UC R
m .93 92
m
3m
E
L=
L=
220
m L = 63.23
m L = 65.37 m
EL 7m
OS GARD
L = 125.8
LCUTA
L = 102.1
YON
L = 105.3
OLA
L=
T. DE CA
m
97
.29
509.20
509.20
m
m L = 41.70
m
L = 92.90
CARL OS GARD EL EL 0m
OS GARD
L = 103.3
CARL
L = 59.60
m L = 19.52
m
CARL L = 72.44 m
3m
L=
72.9
5m
12 8.3
L = 139.77
8m
OLAYON
m
507
L = 1014.2
m
m
CARL
TE NOR
L = 19.65
AR
15 m L = 107.
6m
SUR YON OLA
L = 98.7
OLA YON
m .61
12
L=
L = 137.58
L = 139.3
m
m
L = 32.02
SUR
m
OLA YON m
SUR YON
L = 94.14
OLA
SUR OLAYON
5m
BOLIV
m
M.V.
m
T. A. EDISON
L = 37.16
135 .43
L = 20.01
L = 232.68
m
4m
SUR
OLA 44 m
OLAYON
TE NOR
HER AS
L = 93.17
T. A. EDISON
1m
L=
L = 36.10
LLI
L = 109.1
105
LAS
m
L=
GRAL.
31 .86
1m
J.J. CASTE SUR
TE NOR
ELLI
L = 344.
YON
J.J. CAST
GRAL. AL. GR
7m 11 2.1 L=
CARL
YON
GRAL.
EDISO
SUCR E
4.8 4m 11
L = 89.80
AR
L = 113.10
3.3
2m
L = 101.3
m L = 50.54
SUR YON OLA TE NOR
GRAL. BOLIV
N
m
L = 275.6
7m
2m
J.J. PASO
L = 68.53 m
LIV
OLA T. A.
112
.97
L = 72.72
7m 92.0 L=
HERA S m
LAS
.29 100
GRAL.
L=
9m 20.2
GRAL.
142
BO
AS HER
L=
L=
m
L = 165.4
L = 102.9
TELLI
LAS
98
2m
9m
m
4m
m
.15
m
LAS
L = 73.89
L=
S HERA
SUCR E AL.
m .99
2.5
L = 135.6
L = 136.13
L = 136.8
m
S HERA
PAS
J.J. CAS
N
30
m
L = 98.95
m
m
L=
.03
L=
L=
m 19 20. L=
E SUCR
m 03
L=
57.
AL.
L=
.83
O
ED
ISO
m
m
m
74
128
J.J.
GR
10
L=
L=
4.9 9m 11 L= m 87 .16 L=
8
L=
EDISON
T. A.
L = 166.53
3m
E
77.51
m
L = 165.4
m
08
GRAL.
2m
T. A.
L = 95.20
m
69
146 .89
AL.
m
m
m
78.
7m
L=
m
PASO m
L=
AL. m
ISO N
70
.51
.48
76.
AL.
15
2.0 2m
0m
L.
m 4.77
L=
105
GR
L=
CAST
ED
7.5
6m
m
L = 87.40
m
E A.
67
.00
11
.60
L = 80.05
L=
118 .62
SUCR T.
16 9.
39
102
m
AR
GR
91
63
S NE
11 9.2
GO LU
L=
13
L=
º3
93
m
L=
90
55.
SAVIO AL. 11
m
SAVIO
94.
L=
AL.
GR m
LLI
L=
m
OJ
LA
RI
11
3m
11 9.0
L= 24. 89 m
I
=
m
L=
m 90 m 57 =
CASTE
LAS
m
5m 5.0
61.
GR =
L=
J.J.
L=
L=
10
J.J.
8.2
7.3
7m
53
m
m
L=
L=
3.1
5.1
L=
.37
0m
.21 69
0m
11
17
1m
12 7.
80
L
57.1
59.
137
m
L
FR ÍAS
A
3.71 12 L=
64.
GR 70
=
L = 176.0
m
L = 56.89
L=
m L
74.
1m
L
.2 m8m
.5 9
m
m
m
49.88
L=
L= 29.80
L=
8.8
J.J.
ELL
L=
1.75
m
.5
ST EL LI
21
m
L=
=
L=
8
. CA
11
L=
L=
L=
L=
54. 00
.6
O
21
L
m
L=
7
IE NT
L
2.
CH EL
LI
11
.97
2.6
L=
.26 99 L=
m
J.J
12
RM
m
NI
=
L=
10
6m
m .24 97 L= 18 6.6 2m L= m
=
m
L
76
m
5.
72
4m
43. 51
m
= 11.
m
m
L=
5.8 L=
m 80 .43 L=
m 2.55 24 2.
LUNA
L = 112.5
L=
00
L=
m
PASO
. ZA
L
Y
25 6.
ED
10
NN
=
.04
L=
m .68
22 2.3 0m 13
13
67.33
L=
GUSTAV O
HO A. C SPITA L RE SPO
PERÓ
A
.37
96
m
=
LI
DR O J.
KE
L
.19
N
14 1.7 8m =
PE
.18
80
J.J.
100
L
EL
L=
L=
11
.29
L=
95 0m
116
31
m
L=
CH
m
L=
10
L=
EVA
L=
.74
L
SA
14
9
m
NI
.2
80 .14
ÍAS
L=
JH
FR
m
m
PASO
L=
5.4
OS
m
67
JH ON
m
86
ED NN KE F. ON
O J.
.48
m
L=
35 4.00
m
21 .6 5
L=
F.
=
DR
90
.73
L=
m
15
m
=
GD OR
PE L=
118
.48
4.8
3.40 26 L
O
2m
1.
C. G
L = 64,00 m. i = 0,0034
94 = L
JH
Y ED KE NN F. m
JH ON
44 2. 47 = L
Y ED m 4.39 13 L=
L=
L=
m 2.69 14
NT
OR . ZA
.76
ÍAS
220
m
IE
LI
88
FR
L= 93.70
RM
EL
L=
O J.
L=
SA
L=
CH
9.4
=
L = 128,20 m. i = 0,0034 L = 64,20 m. i = 0,0034
ENT VIE ERIO JO
CEM CO "LA OP RE ERA GIO TIV NA A L"
L=
L= m 78 8. 10 = L
m 00 0. 22 = L
NN KE F. ON JH
Y Y ED NN KE F.
. ZA
L=
J.J.
2m
FO RM
ON .0
KE NN
99 =
.92
10
L=
m
m
DR
5.7
m 26
3m
10
31
= 7. 11 = L L=
L
.M
MO VIR NU GE MEN N DE TO A L C LA AR ME N 4m 6.4
L= 12.65 8.85 m m
m 58 4. 11 m
.0 8 17
ED NN KE F.
m 47 0.
OR
69
L m
29 5
8.6
RÓ N L=
O =
14
A PE
9m
AL N AN AC ION
CA
A EV AR GU DE = L
m 04 3. 12 = m 31 5. 35
69 7. 10
JH ON
84
.40 FO m RM OS A
GD
255
L
UA
Y
GRA L
.P.H)
RO (D T S E A M CANAL
C DE LUB NA FE UT RR IC O A VIA Y PE RIO SC A
EMPALME DEL ACUEDUCTO DE REFUERZO
RQ UE PA
YAC OH UAS
I
CAM
IND
IN
T.
ER
NE S
TO
LE
m
L=
m
L
F.
A
UG
81 .37
RÓ
EV
NI
2.
6m
ON
GU
UR
A PE
L=
0.
10
14
m
m
IE NT
L
10
JH
AR A
m
L=
EV
.46
RM
39 .1
4
m
PE
.44
NI C
965 L=
=
ED
2
Y
m
L
L
m
4
L=
99
IL
11 16
.87
14
m .7
4
GD
98 59
.7
L=
AS
966
3.
17
Nº
m
10
AL
56
=
11
Y
ION
L
UA
RU
TA N
AC
=
UG
AY
BR
9
58 .6
L
UR
90 .9 4
m
= =
m
GU
m
L
GUA
962
11
EA U
RA
US TR IA
L
RA
m 14 3.
29
m
61 .9
4
250
L
80
SA
=
8
=
5
L=
38
1
ND
969
m 2
13
.2
11
59
= L
L
CA
L=
77
OS A
JH
L
256
=
L= 7m
L = 24.68 m
A PE 86.89 RÓ m N
m
=
S
m
131.1
ILL AD
61 2 .4 3 m
11
= L
RO
21
0
57 .0
=
NI
40 .5 9
06
L
ÍA
5.
18
L
FR
L=
L
J.
12
1
11
0.
28
=
m
.57
L=
AV
L
m
m
m
14
10
19
961
11
=
11
=
L
O
.3
2 29
253
.8
22
RÚ
AS IL
L
11 7.2 5m
.1
8
O
=
29 7
58
11
PE L
BR
L m
40 =
11
2. m 6 .9
57
m
m
DR
L
=
m 1
11
64 .9
6
m
LI
m 9.00 10 L=
IA
EV
m
6m
RM
85 .8 7
HEL
PE
1
m
N
251
29
74.91
L=
4.7
FO
=
NIC
.94
A
.1
GUA
12
L= L
NT
L
m
73
m
L=
m
=
. ZA
L=
EL
1 .7
10 L
m
.1
6
FO RM OS A
L
m
m
m
RU T
SO
NE ZU EL
m
ND
91
20
L
m 03 4. 10 = L
= L
m 87 0. 10 =
L
0
5.
=
9
85
.37
IE
75
0 29
82 .1
152
IOJ A AR O
VE
91
RA
=
L=
SA RM
3.
=
03
L=
-L TO
IC
970 =
=
11
L
PA
L
m
L
m 5 .3
81
=
.0 4
244
OR
246
L
.5
3m
A
L
77
L=
EV 111.6 A PE 7m RÓ N
Y
=
9.7
OS
54
RM
82.28
85.
89
.1 4
=
62
=
.51
10
10
L
29 9
69
12
L=
87
FO RM
GD
247
1089
NA
A
IV
L
N
O
m
955
09
RO
m
RÓ
m
.01 m
17
EN TI
BI
ME J
BO L
A PE
IE NT
9 28
10
=
245
10
=
SA
248
0 m 30 3.45
.99 L=
103
L
L=
m
L=
=
24
2
88
.29
m
L
=
71 .6
183
8
L
L
.29
184
146
99 10
m
11
03
RG
CO LO M
954
.B .
RA ED AV SA C. m 7. 36 10 = L
3 35 m L = 35.04
323
36
335
=
=
A
51 7
GR AL.
m
.5
0
35 8
95
= L
10 35 9. 9 85 m = L
m 13 3. 10 =
35 4
L
m
36 0
13 2. 79
= L
m 50 2. 14 =
5
L
35 L
m
8
.5
94
=
L
322
83
=
L=
CL
185
108
92
91
.38
79
L=
3
249
L=
6m
1098
L=
120.7
1093 m 3 .4 = L
94 10 m 0 .8 58 = L
00 11
m 2 .0 55 = L
01 11
95 m
10
8
60 =
02
L
III
953
07
m
1.
18 1.
96
1051
R. A
m
19
08
19
69
EA
11
960
15
37
7
m
L = 22.18 m
m
11 =
m
m .48 128
11
m 29 1. 21 =
BU ST OS
Y RA GA DE
9 =
L= L=
7
L=
L=
LÍS
m .14
79 L=
AN JU
1m
S NE
L = 52 64 .6 .59 7 m m
0
=
38
m
6
.1
87 = L m 6
.1
87
= L
m
m
AZ NIVE UD LAD OR
A. HERR ERA
SO
DE
DÍAZ JU AN m
436 8m
7.9 19
139.8
L=
L=
7 .5 99 = L
m .0 5 86
= L
S ELL AST
89 .35 85.10 m m
L=
1086
m .10 104
36
6 36
=
m
0
1 30 .77 m
0m
06
11 =
62
U
OL MO S
0
=
.7
9,0
1.
L
958
.61
=
m
.3 54
148
05
18
11 7.
11
1060
3.
1087
L=
937
11 =
5. 98
11 =
915
ES T PE AB N L PR ITE EC O NC IMI VI E NC IAR NT IA IO O L
1061 m .13 141 L=
1066
m .85 184
L
.3
6
88. 54
m
m
m
EV L
29 6
11
04
00
L=
L
m
UB
L
m
11
L
963
L=
11
252
18
18
956
950 951
AL ES
L=
1063 1064
m 18
=
333
254
952 L
946
Y
923
95
L=
m 82 81. L=
E NT DIE IND EP
L=
L
940
1088 m
103
L. C
5m L = 18.8
1011 L = 114. 24 m
EN
1021 m .30
=
10 97
EN
959
920
L
0 09 46
A BR OCH ERO
L=
=
10
m .85 120 L=
1
CUR
938
30
=
76
XX JU AN
E
916
917
46
37
4
7.
0.
L
L
919
1062
=
3 38 =
m
59
38
9
957
918
=
36
939
943
11
949
898
1050
m 103 .61
92
L
L
10
YEN
m L=
L=
1010
m .42 112 L=
1020
ÑA S. PE
72
AR 914
L
329
5
334
342
1.
m
LL
L
m
L
942
944
945
.9
122 49 .43 m
NE DA
10
12
65
m .55 124
=
9.
AVEL LA
L=
L
VA
H. IRI GO
L=
L = 126. 42 m
L=
1019
m
ÑA
.58
S. PE
170 L=
1018 m 100 .19 L=
1017
m
ÑA
1016L = 98.32
m 4.26 13 L=
71
10
113 .36
L=
AVEL
1048
m
1054
LANE DA
897
913
.75
2m
m 120 .75
m
TES IEN
114
RR
L=
967
m
896
948
LA 912
118
L = 18.5
92 13. L= .65
m
8
.4 98
319
332
336 4 .7
L
79
1070
77.
31
ND
EA U
64
7
62
.51
947
L=
m
YEN
RO
911
1055
m
ANO
m
m
.92
.62
166
167 L=
m
A
m 70
988
m 59
TES
96.
IEN CO RR
L=
m
52
152
.36
1069 L=
895
L=
1052
=
37
LEZ
.64
10 1042
GO
110 L=
m
H. IRI GO YEN
120
.38
m
1057 79 98.
1058
941
m
41
DA NE
m
1056
H. IRI
L=
m .95
ÑA
119
PA
L=
.77
ES
106
NZA
101
71.
L= m
L
6
L=
168
.15
908
907
968
m .22
TES
100
IEN
L=
RR CO
969
970 m
5m L= m 100
L=
IEN CO
10
.60
m
.39
936
1
38
56
35
331
.7
894
837 L=
88.
1047
117
337
RR
1068
49
1044
m
1040
TES
971
.90
33 m
900
94.
18
STO. CA
L = 139.
903
ES PA ÑA
L=
L=
909
m
L=
GO NZAL
AL
L=
L=
910
906
UÍN
BR
m 33. 20 L=
1053
873
JOAQ
EZ
878
899
AVEL LA
1045
904
1046
68. 63
1043
m
YEN H. IRI GO
ÑA ES
PA
902
m
EZ
893
40 m L = 150.
110 .60
1022 m
57.8
72.
L=
L = 28.5
.08 m
L = 126.
L=
GO
875
836
8m
1076
L=
44 m
ANED
96.
L=
AVELL
A ANED
AVELL
A ANED
AVELL
.89
L=
1039
m
901
905
UÍN
116 .73
S. PE
L=
m
m 76. 42
1073
991
L=
ES PA ÑA
84.
40
70
L = 110
926
A LAS PLAYAS, MEDIA NARANJA Y EL BRETE
CO
m
YEN
73
984
989 L=
990
100
ANED
A
.21
m
m
YEN
H. IRI GO
987
77. 02
96. 06
GO
ES
AVELL
ÑA PA
GO
88.
L=
H. IRI
YEN GO
m
YEN
.19 100 L=
986
H. IRI
15.
1015
m
1012
m
100
L=
ÑA ES PA
983
AL. GR
m
AL
.80
L=
2
343 935
ES
102
330
m
4. 10
2
.67
.47
16
PLANTA POTABILIZADORA
O
BR
.01
GU
EM
NZAL
CA
136
RTÍN
L=
. GO
934 1084
874
MA
872
PJE
1m
4m
L=
L = 79.40 m
1013
JOAQ
L=
STO. L=
21 m
35
=
L
48
65
24 7.
316
38
9 m 37 .64
CO T
110.6
2.1
892
ES
877 876
835
893
m
EM
m
m
.28
0 38
L=
L=
m
.56
324
=
TO
OC O
L=
m
20
m
GU
.91
8
m
50.86
AT
.00
927
43
AL
101
L = 115.
m
118
1023
37
m
L=
30
=
L=
1075
BR
1003
EZ
m
m 5.34 m 2.98 14
14
L=
.5 5
m
LG
L=
GO NZAL
74
37
341
85.
85
.12
38
55
TAC IÓN
76.87
EMBALSE CRUZ DEL EJE
DE
1038
MA RTÍN
L=
136
.86
122
.34
871
L=
L=
340 5
=
L
EMPALME ADUCCION REFUERZO
P.
ALBE RD
L=
1024
L=
m
315
L
L 100
0m
869
m
870
JOAQ UÍN
2
m
338 L=
51
74 .1
m
925
L=
999
834
STO. CA
L=
J. B.
I
107485.40 m
859
858
m
891
EZ
m
FU
S NE AN L=
3m 5m
8.9
15
3
m
1
.5
6.
318
=
2
4m
I
GO
NZAL
09
m
L
m .09 134
6
11
=
314
4
38
ES
m
L=
L= 3
325
344
339
40.30
m
61 .6
3
2
m
1.6
.70
99.
m
8 38
269
L
15
ALBE RD
1037
106
ES
=
36 39
36
m
S. PEÑA
m L = 147.16
L=
m
RÓ
N
L=
L=
AL
.53
EM
137
L
345
.80
5
L = 49.5
868
RTÍN GU
L=
AN
83 10 85 10
III XX
A PE
67
37
m
L=
50
7. 11
=
L
79
EV
4
J. B.
890
UÍN
L=
CA BR
108
1009
966
.64
JOAQ
856
STO. L=
L = 64.66 m
867
1007
MA
1014
833
L=
346
1m
7
317
56
861 1004
860
992
309
326 59.5
66.47
13
=
0 35
311
0.
1030
AL
m
m
327 328
5m
L = 90.0
.48
L
35
312
14
.96
857
L = 139.22 m
866
L = 155.60 m
1008
L=
m
m
RO CA
BR
1005
112
m
1000
310
6m
L=
L=
0m
m
m
115.3
m
84 5.
3.8
N
103
.33
67.08
m 13
RÓ
=
I
EZ
m
DE
L=
364
391
393
436 2 50
m
L=
L=
29
.55
GO NZAL
m
365
13
A PE
L
L=
97. 13
975
STO. CA L=
ALBE RD
1036
108
.58
117
ES
26
.58
3
L=
L=
862
J. B.
843
EM
97.
107
m
29
m
RTÍN GU
L=
JOAQ UÍN
855
854
865
MA
853
852
1001
77.
04
m
993
.95
m
I
AL
m
831
EV
117
.86
ALBE RD
1025
102 .89
EZ
830
831
13 2.7 0m
AN
17
308
77
L=
UR NO
BR
m
985 NZAL
m
438
L= L= L=
L = 136,50 m. i = 0,0033
0m
35 6
L=
J. B.
879
IZZ
95. 47
GO
.05
L=
UÍN
110
120
m
ES
.64
JOAQ
L=
m
Z
55
PA
82.
AL.
1029
L=
GR
1006
EM
108
H. IRI
L=
L=
L=
STO. CA L=
L=
ES
L=
94.
88
982
m L=
844
GR AL.
100
RO CA
.16
974
m ES PA ÑA
PA AL.
850
1002
842
16
L=
980 L = 97.10
L = 99.71
444
ERA
465
IVA HERR
L = 121.8 8m
ATAL
8m
RERA
L = 121.8
L= 16 L = 2.79 L = 182.8 m AN 16 3.4 5 m FU 7m NE S
IVA HER
ATAL
DE
321
100.5
306
313
664
JU
832
N
3 46
0
L = 136,50 m. i = 0,003
m
L=
307
RÓ
1139
7 38
977
m
m
ÑA PA
98
73
1
CA
m
973
22
RO
94.
AL.
GR
L=
80.
PA AL.
L=
GR
m 40
Z
80.
998
L=
GR
m
m
RTÍN GU
ER
A PE
46 2 46 1
401
50
S. PEÑA
766
AP
ÓN
EV
L = 168.56 m .87
964
965
RO CA
m L=
GR AL.
76. 82
972
Z
m
997
85
98.
DR ID LAMA
ID DR LAMA
GO NZAL EZ
.13
MA
43 4
J.E. RO VELLI
m
9m
3m
L = 112.0
L = 108.6
446
466 m
503
443
L=
109
976
851
440
m L = 75.14
400
FU
L
m
= 66
L
MIRAVA L Pje. ZA
m
448
L = 113.02
MAYO 25 DE
L = 125.8 5m
473 474
MAYO
L = 148.3 0m
25 DE
SARMIENTO
402
80.43
L = 136,50 m. i = 0,003
4m L = 34.6
120
994
EV
m
EM
m
L = 42.89
454 1m
3m
450
L = 112.7
L = 112.0
LAZAR
EZUELA Pje. SERR
Pje. TUCLAN 460
458
L = 97.90 m
475
L = 82.09 m
L = 161.70 m
480
LIBERTAD
L=
479
L = 263.04
m
8
L=
GU
109
.46
EVA PERÓN
421
128
.1
838
RTÍN
ES
.24
AL
978
MA
L=
UÍN
BR
m
L=
27
849 848
L=
STO. CA
.61
.96 m
=
995
109
L = 177
L
GU
m
JOAQ
.78
m
m
m
m .74 28
120 .35
.58
ALBE
RD I
OP
RTÍN
ES
841
880 J. B.
MA
L = 13.57
399
EVA PERÓN
L = 139.12
419
m
L=
840
EM
GO NZAL
847
02
HERNÁN M.
E 445
L=
839
L = 35.86
L = 48.74 m
464
760
1
L = 133.65 m
663 662
L=
L=
UÍN
EZ
99.
481
m
m
ES
996
m
JOAQ
CA
AL
L=
369
SARMIENTO
m
L = 87.57
L
504
361
39
L = 81.61 m
442
370
320
IENT
407
m
421 L = 146.98 m 422 LL = 142.17 m = 143.02 m 423
403
420
BAI
371
L=
767
694
467 468
DE
L = 112.12 m
Pje. P. PUIG
L=
L = 134.29 m
L = 64.43 m
RM
L = 77.43
.28
.15
EZ
BR
1067
L = 128.89
486
384
69
GU
100
GO
846 STO.
1065
LIBERTAD
CRESPO AURELIO O CRESP AURELIO
SARMIENTO
m
439
m
6m
SARMIENTO
610
695
L = 221.21 L = 225.45 m L = 223.97 m m
469
INDEPENDENCIA
INA ALS
Z ÑE NU FAEL RA
505
m
693
698
SA
L = 81.44 m
611
696
L = 58.51
O
AV. C. PELLEGRINI
L = 96.53 m
443
m
7.8
692
754
594
m L = 55.98
506
L = 236.53
690
435
499
L = 55.71
5m
LEN
445
m
406
405
EVA PERÓN
BAILEN L = 115.4
433
447
L = 62.87
388
434
444 RIVADAVIA
m
697
593
L = 111.57 m
JOSÉ HERNAN DEZ
687
688
691 592
689
m
L = 136.31
m
484
N EVA PERÓ
L = 119.37
SARMIENTO
L = 50.45
EX -EST DE AB O. POTA LE S.N ES BILIZ CIMI DE TACI AC ENTO BO ÓN IÓ N MB EO
m
404
INDEPENDENCIA
m
651
L = 135.20
437
L = 73.73
381
L=
BR A L
922
DUARTE QUIRÓS
m
10
534
L = 111.09
CALLE Nº m
535
L = 148.71
537 548 m L = 183.36
Z ÑE FAEL RA
m
EVA PERÓN
590
391
385
L = 173.57 L = 172.89 m L = 172.16 m m
m
441
414
485
RÓN
EVA PE
N EVA PERÓ
m
m
386
470 471 472
413
m
N EVA PERÓ
N
SARMIENTO
AV. C. PELLEGRINI
765
L = 122.26
NU
L = 60.59
501
m
496
L = 160.38
418
m
EVA PERÓ
407
410
415
417
L = 188.95
432
INA ALS
698
589
686
Q
622
m L = 111.89
RAÚL CASADO m L = 147.55
539
L = 146.50
m
m
555
L = 81.43
549 m
L = 81.45
551 m L = 138.35
m
957 m
m
495
433
L = 108.40
.41
408
416
15
507
m L = 109.20
685
422
409
L = 91.54 m L = 90.66 m L = 89.73 m
476 477 478
L = 58.43
382
377
449
RA M AL
L = 313.73
1129
m
554
L = 112.60
ALSINA (E)
m
538
NUÑEZ RAFAEL
m L = 62.02
DEZ JOSÉ HERNAN
DEZ L = 81.26
m
JOSÉ HERNAN
550
426 425 424
L=
m L = 96.68 m L = 98.05 m L = 100.07
L = 59.00
m
442
437
453
m
L = 79.31
383
NT ER A
624 m
m
552
L = 85.10 m
553
L = 29.57
DEZ JOSÉ HERNAN
536
DEZ JOSÉ HERNAN
556 557 558
L = 51.14 L = 77.28 m m
m
m
L = 50.28
L = 42.08 m
664
L = 80.56
L = 34.64
RIVADAVIA
m
670 668
L = 36.43
m
S. PEÑA
682
441
588
m
m 489 LL==139.15 137.29 m 491 L = 134.74 493
423 439
m L = 208.65 m L = 207.38 m L = 206.04
L = 64.37
392
411 412
389
451
457
396
m
431
490 492 494
m
378
1
RTÍN
L=
NZAL
J. B
921
397
L = 65.00
L = 136,50 m.
TANQUE DE RESERVA Cap. 2.000 m³
L=
m L = 45.72
627 m L = 138.08
L = 261.52
626
629
L = 89.52
m
L = 177.80
m
JOSÉ HERNAN DEZ
m 01 89. L=
559
ELLA
84.
667
m L = 22.10
671
m L = 178.13
L = 114.08
681
679 680
684
m
452
459
L = 104.21 m
511
510
0
L = 187.38
703 700
L = 44.84
94.43 m
50
666
661
665
NA AVO LU
380
390
m
m
m
m
m
630
L = 90.90
m
JOSÉ HERNAN DEZ
m 44
637
58. L=
636
L=
92.
52
m
DA
635
L = 88.36
AV ELLA NE
m
DA
576
L = 85.69
ELLA NE AV
DA
94.
ELLA
NE
56048 m
L=
DA NE
56115 m
AV
L= m 88
NE DA
88.
562
L=
AV ELLA
m
NE DA
31
87.
563
L=
AV ELLA m
AV L=
AVELL
727
IEN TES RR CO m
21 16.
741
RR IEN TES
L=
S. PEÑA
CO
TES IEN
654 659 660 661
438
799
RR
513 427 514
m L = 177.97 m L = 179.97 m L = 182.11
653 448 447 655 656 446
L = 60.08
3.77
m
94
571
573
585
L = 99.70 m L = 109.10 m L = 93.24 m
570
393
Cota Terreno 504,45
375 379
5
43 10
L=
.29
Z
572
m
AN
JU
70
PA
663 662
L = 82.09
DE
AZ
DÍ
37
AL.
m
SO
L=
L= 76. 39 L= 73. m 61 m
L=
756 758
54.
DA
764
GO H. IRI
NE ELLA AV
L=
656
658 135
.25
591
613
658 659 763 L = 33.48 660 m
657
m
569 L=
612
9m
CO
m 72
YEN
47.
769
L=
7m
L = 98.32
568
m
753
L = 74.23
A
742 755 757 759
737 799
.77
m
m
.27
740 637 734
L = 101.8
m
735 736
NI
L=
512
252
.48
704
602
9m
m
GR
564
53 62. L=
ELLA
NE
DA
963
m 34
676
58.
m
A ANED
.75 104 L=
725 m
A
90. 27
726
ANED
L=
AVELL
m 93. 36
ANED
L=
AVELL
744 ANED
A
m
745
102 .00
L=
AVELL
8m
L = 10.13
587
604
838 606 607
m
m
657 L=
44
609
L = 100.6
595
576 575 L = 246
584 .37
4.0
1 36
143.4
INDARTE
762
AV. COS TANERA
667
RIVERA
655
666
13
.69
ID
AV
VIEYTES m
582
VIEYTES
L = 86.94
m
583
L = 79.55
VIE YTES
71
38. 5 12 m
L=
104
YEN GO
761 RTE
m
IPÚ
641AV. C. PELLEGRI
639 638
A
m .07
L = 12.83
642 654 640
97. 75
747
739
L = 122.2 0m
ANED
119
L=
MA
PELLE
AVELL
L=
m
567
GUST
429 509
601
603
64. 605 62 m
647
L = 108.5 GRINI 0m
586
38
665
583 L=
L=
8
54
DR
m
VIEYTES
VIEYTES VIEYTES
578
580
m
581
L = 31.90
H. IRI .74 GO m YEN
L=
716 m
YEN
91. 04 L=
H. IRI GO
717
m 82 92. L=
H. IRI
751
752
L H. IRI = 117 .69 GO YEN m
768
m
YEN
114 .11 L=
m
20 43.
L=
PA
ES
DR ID
RIVERA INDA
668
.15
49.
m
L = 318.52
51 m
LAMA
631
VIEYTES
639
m
577
L = 86.38
MOSCONI m
MOSCONI
L = 90.45
579
L = 80.29
m
MOSCONI m L = 84.79
MOSCONI
m
718
67. 50
L=
PA ÑA
m .70 104 L=
ES
m 81 91. L=
ES PA ÑA
720 m 90
ÑA
774
80.
PA
ES
L=
PA
INDARTE
115
748
L = 163.08
m
MOSCONI m
MOSCONI
m
618
L = 86.56
619
L = 88.52
m
ARISTOBULO DEL VALLE
m
620
L = 75.80 m
621
L = 67.16
MO
SC ON I
LLE L VA
956
ULO DE
m 93 85. L=
55. 82
m
781 m
782
.64
CA
104
RO
L=
RO AL. GR
775
945
m
PA
ES
L=
RIVERA
714
L=
AV. C.
743 746
644
L=
70 7025
L = 72.42
652
428
580 669
51
L=
LAMA
PELLE
L = 119.37 GRINI m
H. IRI GO
942
946
944 712
581
m
m
728
731 608
646
643 ÑA
105 .87
m
m
L=
648
AV. C.
m
149 .70
476 566
TERMINA L DE OMNIBUS
m
BAILEN
394
m
455
828
582
614
ÑA
02
.31
.68
L = 34.93
385
456
577
159
.17
113
113
649
IPÚ
m
m
722
A. BR .62 m OW N
193
672
677
L=
L=
L=
L=
579
624
616
MA
117
.66
615
617
N
m
PELLEGRINI
L = 100.57
TE
94
940
L= L= 8 GR 163.5 47.73 AL. 6m RO m CA
A IND AR
94.
OW
.35
L=
450
LÍS
CALLE 2
470
520
.51
m
729
101
749
645 750
ER
m
732
A. BR
L=
650
AV. C.
770
m
651
85.88
L=
PA Z AL. GR
m
m
653
m AL. RO CA
GR AL.
.05
103 .21
.52
m
CALLE 1
430 130
623
103
L = 89.12
398
479
L=
L=
.69
622
L= L=
ÑA
m
RIV
L=
104
ES
L=
707
600
599
105
618
142 .65
822 m L = 95.85
105
m
469
L = 119.
UÍN
. CA
PAB L
730
733
673
598
723
716 MA
EM
DI
m
m
958
578
L=
m
675 674
597
L=
m
1.5
845 JOAQ
. AL BER
AL. GR
783 CA
m .55 103 L=
m
821
CA
80. 68
RO
L=
AL. GR
GR AL. RO
L=
BELG
L = 14.00
m
545
1077
ES
.78
619
CA
m .83 167
m 75
RANO
708 709
.38
9
1m
EZ
- EL BRETE STO
719
PA Z AL.
75. L=
GR
PA AL.
m
.50 106 L=
GR
817
AL. PA Z
LG
74.
RINI
5m
823
ES
ZAL
108
103
m
824
PELLEG
L = 93.9
706 596 709
114
107
620
800
m
713
627
624
.24
L=
L=
AV. C.
706
626
.97
652
825
m
625
L=
100
.82
106
.21
106
724.95 m
L=
801
L=
143
827 .46
L=
784
635
771
A. BR .69 m OW N
713
EM
ON
m
636
L=
694
826
RTÍN GU
ÍN G
72
L=
695
705
815
NES
m
MA
QU
L=
m
Z
119 .66
PA
789
L=
AL. GR
m 20
820 m
Z
16
819
93.
818
m
L=
712
629
710
m
628
634
100
m
959 17
94.
721
GR 95.
57
714
.98
m
L=
.26
CISTERNA Y ESTACION DE BOMBEO "EL ALTO"
51
DE OBLIGA DO
L = 84.53
544
L = 46.5
JOA
ARISTOB
OB
49. L=
.50 108
GR
L=
99
114
826
89.
VUELTA
468
m
YO
L=
669
802
633
IPÚ
m
PLA
BE 105.63
AR IST
78849 m
49.
L=
m AL. BE LG RA NO
795
796
L=
NO
m 90
LG RA
797
81.
AL. BE
L= m
RA NO
.74
798
BE LG
107
GR AL.
L=
772
L=
DO
m
546
478
503
707
631
L=
MA .81
EZ Y
L=
ULO DEL VALLE
L = 53.78
61
79. 7 36 m L=
PROG RESO m m 70
794
107 L=
ID m 48 78.
L=
RA NO
m 45
799
85.
L=
EPT
693
93.
630
632
790
m
692
L=
L=
708
m
L = 17.75
m
776
m
717
L=
52
DE OBLIGA
L = 131.76
516
ES
.66
104
LOP
AL.
m
24 D
102
785
697
IPÚ
71.
84. 71
VUELTA
475
.92
PA
L=
715
GU
EM
RO
41. 78 L=
949 m
44
78.
L=
LAMA .00 m DR ID
806 807
m
36 15.
L=
809 m 57
DR ID
82. L=
LAMA
810 m L=
109.26
104
m
696
GR
L=
690
691
A. BR .67 m OW N
.72
MA
816
AR
m
689
104
NES L=
702
L=
704
m
PLA
703
RTÍN
92
786
ID
.01
LAMA DR
109
IEM
829
93.
L=
L=
DO
m
547
477
673
677 678
672
L=
813
MA
A LAS PLAYAS
616
PROGRESO
m
m
BECER RA m 94 49.
805
m
YO
113 .72
MA
860
L=
1º DE
808
1º DE
MA
94.
811 m
108
.43
ZY
DR
51
L=
LOPE
I
L = 114.36 m
L=
773
803
960
m
DE OBLIGA
L = 108.56
206
JE
699 698
LAMA
96. L=
812
AV. C. PELLEGRIN
744
m
701
m
830
YO
835 76 m
L=
YO MA
1º DE
L=
834
m 87. 05
m
108 .37
804 IPÚ
814
831
41. 59 L=
L = 164.95 m
L=
55.7 3m
855
L=
LINIERS m
YO
833
MA
1º DE
.45
827
PLA NES
738
ID
LINIERS
L=
MA YO
90. 41
832
m
LOPE ZY
1º DE
95.0 0m
851
SGO . DE
L=
745
L=
MA
824
112
.33
103 GR .20 AL. m BE LG RA NO
LINIER S DE SGO. 97.9 3m
854
SGO . DE
L=
1m
LINIERS
87.9
853
SGO . DE
L= L=
SGO . DE
111
852
.11
m
LINIERS
A ROS
109 L=
O
1m
L = 104.4
AING
849
L = 107.1
Pje. ITUZ
700
777
L=
GR
SA m
.61 108
1136 m .53
100 L=
.95
A
844
1m
AING O
SANT
L = 111.0 7m
850
L = 107.1
Pje. ITUZ
2m
A A ROS
843
SANT
A
m
A ROS
L = 82.18
SANT
842
I
897
688
m
m
791
787
670
IPÚ
.34
679
m
861
MA
108
m
.60
153
961
m
ALIMENTACION
452
522
482
AV. C. PELLEGRIN
A. BR 108.35 m OW N
102
L=
L = 53.19
451
L = 521.62 m
521
487
BRE
0m
.32
LAMA DR
20
m
TA RO
64.1
1135
SAN TA RO SA
SA
859
SANT A RO A
L = 87.2 845 0m
SANT A ROS
103 .04 L=
896 N
m
TUCU MÁ
130 .35 L=
m 41 51.
11340 m
L=
SAN
891 m
N
.54 108 L=
m
892 N
106 .50
L=
TUCU MÁ m 74 85.
893
L=
894 m
N MÁ TUCU m
915 .78
m
EM BRE SEPTI
112 L=
24 DE L=
L=
31.
47
m
916
IZA URQU
L=
910
.04 112 L=
911 m .00
912 m L=
913
BRE
m .31
895 .41 110 L=
URQU IZA
m .27 172 L=
903
61.3
846
108
VUELTA
474
m
URQ UIZ A
737
m
734 L=
7m
.01
m
735
L=
M. MO RENO
m
565
498
B. J UST O
DON
L=
67
685 687
L=
823
9m
m
YRR E
69.5
847 O
109
836
91. 77
DE OBLIGA DO
L = 115.33
502
A
7.4
440
449
.00
PUE
L=
792
L=
671
731
674
13
m
L = 180.26 m
I
L=
AMEG HIN
OW N
m
L=
CALLE 3
m
540
144
JUA N
RDA N
41.7 7m
739
71.
828
A. BR
90. 79
778
L = 89.06
L = 154.10
798
L=
8m
L=
566
825
MA RC
m
680
L=
732
736
848
AV. C. PELLEGRIN
898
m
m
3.4 8m
465
m
L=
743
L = 116.34 m
54
686
109.4
839
84.
837
856 13.96
14
m
CALLE 4 m
483
EZ JO
L=
740
JUL IO
800
L=
733
m
L=
L=
INAS
m
541
UISTA
494 .36
ARGENT
L = 85.12
467 RECONQ
501
106
466
L = 141.72
LOP
m
96.04
720
4
VUELTA
m
498
492
MALVINAS
m
542
L = 70.93
L = 98.03
899
9 DE
721
58
500
m
585
L = 134.77
453
1138
I
L = 109.83 m
m
15
L = 135.94
ESQUIÚ
m
m
LL
838 MAIPÚ
86
L=
962
ATA
53.
681
793
L = 114.39
491
L = 89.00
473
499
567
454
L=
NI
88.
74
93.
840
821
DO
m
543
L=
NT A
L=
741
L=
L=
m
AR
722 723
121 .97
DE OBLIGA
L = 161.08
m
523
ARGENT INAS
L = 94.98
AV. C. PELLEGRIN
m
L=
VUELTA
MALVINAS
m
799
801
73
m
955
676
675 L=
ALVE
719
.01
AC 779
684
m
m
490
ARGENTINA
L = 85.55
524
INAS
m
471
m
569
ANTARTIDA
m
525
ARGENT
L = 108.33
472
UISTA
L = 115.09
MALVINAS
.01 126
900
80.
28
m
568
493
RECONQ
496
L = 133.60
455
480
571
497
DE OBLIGA DO
L = 137.46
m
570
ARGENTINA
456
497
L = 120.71 m
L=
841
N
683
104
.80
742
797
857
780
55.
VUELTA
489
L = 91.04
ANTARTIDA
m
526
m
803
L=
L=
INAS
m
.59
4m
725
OW
682
ARGENT
L = 114.81
515
EGRINI
727
A. BR
m
MALVINAS
481
495
L = 108.98
457
482
m
572
128
LE
PELL
L = 113.0
901
INO
.27
183
815
113
DE OBLIGA DO
YA PE YÚ
m
L=
AV. C.
127
858 .97 m
L=
97.
86403 m
822
ARGENTINA
L = 114.55
L=
902
AMEGH
862
L=
m
796
JUL IO
755
m
L=
ANTARTIDA
458
m
m
DE
9 DE
m
119
.53
816 952
L = 40.12
L = 65.17
483
RECONQUISTA
507
m
950
718
726
.17
m
573
485
484
m
m
923
918
L=
865
m
13 27.
L=
724
777
m
757 L = 112.10 m
L=
.40
L = 62.46
4
UZ
102
914 m .33 108
.11
.11
873
765
730
m
118
m
171
110
m
78
PELL EGRINI
806
.54
NES
.98
729
880
PLA
L=
L=
888
905 EZ Y
874
108
170
953
L=
L=
509
819
817
863
574
RECONQUISTA
488
459
527
INAS
.9
CR
SEPTI EM
m
931
51. 77 L=
m 45. 03
932
L=
795
.64
110
LOP
756
113
m
L=
53. L=
O
775
774
L=
778
866
m
m
486
505
m
528
ARGENT
L = 143.48
8 45 67 L =
807
RÍO
24 DE
m 28
929 m
919
904
.17
m
110 .56
MAIPÚ
m
.73
.41
951
L=
132
121
868
m
L = 86.92
529
MALVINAS
543
CALLE 5
546
460
530
m
QUIROGA
m
632
55.
122
.26
AMEG HIN
805
789 AV. C.
m L=
L=
881
m
889 776
L=
L=
728
L=
906
788
IO
106
.79
.28
209
m
L = 128.74
549
ARGENTINA
L = 144.03
RECONQUISTA
FACUNDO
550
508
L=
m
100
804
O
.79
L=
110
WN
773
779 793
794 L=
m
JUL
927
m
766
L = 120.62 m
767
m
ANTARTIDA
461
INAS
575
m
L=
m
9 DE
30
m
930
L=
A. BRO
L=
760
m
.54
m
MALVINAS ARGENT L = 141.88
L = 112.33
4m 22.1
924
I
11
.79
m
NES
.06
133
551
633
531
504
VUELTA
QUIROGA
m
634
487
540
m
623
L=
IN
1133
.28
PLA
100
933
L=
m
42
.19
928
111
790
981
106
101
EZ Y
L=
43.
.16 112
922
L=
L=
787 103 .54
L= L=
LOP
791 785
920
L=
.32
104
746
112
URQU IZA
780
792
m
HIN
IO
GR
L=
879
.16 .14
AMEG
O
L=
m 07 25.
m
925
L=
m
EL
JUL
LE
980
.04
136
921
.P
2m
117
108
786 L=
.C
878
772 L=
.00
L = 123.73 m
L=
.88
869
747 875
769
98.6
MAIPÚ
m
O
908
784
GHIN
9 DE
890
781
AME
1132
L = 49.67 m
768
m
758
110
L = 85.07 m
770
84. 84
m
L=
L=
.69
NES
L=
109
L=
926 m 42 69.
146
PLA
m
TUCU MÁ
IZA
m 94.
42
1m
WN
L=
909
L=
EZ Y
AV
882
80.2
A. BRO
L = 102.92 m
508
506
GR AL F.C . MIT .G R VIE .M.B. E JO CAM INO 820
954
101
.18
L=
748
887
L=
877
L=
761
m
883
876
LOP
978
113 .01
URQU
751
979
L=
24 DE
.72 108 L=
886
749
870 m
BRE m
m
.10
EM
109
884
SEPTI
L=
783
771
NES
109
.79
WN
64.
L=
A. BRO
782
EAR
537
818
867
872
762
759
L=
IZA URQU m
WN
PLA
m
1
ALV
117
A. BRO
EZ Y
.86
612
87
753
750
LOP
147
512
885
1131
L=
534
m
615
538
L = 68.28
m
611
92
763
Ú
RECONQ UISTA
511
84.
613
NTINAS
ADO
536
L = 86.42 m
L=
.16
S ARGE
BLIG
610
L = 61.61
m .10
608
118
539
L=
MALVINA
L=
947
m
614
DE O
m
535
L = 212.30
RA
LTA
533
BECER
m
m
L = 52.43
522
764
VUE
607
532
927
m
m
609
L = 181.56
SGO. DE CONT.
6
L=
7. 11
3 0m
FACUNDO
ARGENTINA
L = 142.48
L = 79.74
547
L = 169.96
ANTARTIDA
462
541
QUIROGA
ARGENTINA m
544
FIERRO
553
552
ANTARTIDA
463
532
59
5.5
75.7 6m
CON T. SAN TA ROS A 60
=
L 11
FACUNDO
555
m
L = 124.55
L = 214.55
L=
m
m
640
464
L = 220.02
530
90
4
NO
78.64
m
586
L = 89.90
m .08
L = 78.04
106
604
605
521
59
ORE
L=
ENTINA
510
L=
L = 79.36
531
m
523
m
m
596 m
587
533
L = 86.01
8 94
12
L = 213.48
588
LINIERS
m
L=
.58
13 1.
IDA ARG
m
m
GR
81
5
FIERRO
MARTÍN
QUIROGA
L = 125.28
641
L = 17.11
m
513
59
L = 89.65
589 514
L = 60.46
8.83
21
L=
2
59 =
FACUNDO
556
m
516
L=
L=
83 59 .69 7 m
m
19
8 59
L = 87.03
590
L = 163.18
m m
ANTART
m
519
524
MAIP
MARTÍN
642
L = 91.48
.42
70
L = 34.81
591
L
754
FIERRO
638
MARTÍN
L=
m
JOSÉ HERNAN
VIEYTES
MOSCONI
FIERRO
603
601
MARTÍN
557
DEZ
m
643
L = 80.23
m L = 238.87
6m
m
25.9
L = 66.75
L = 125.53
599 L=
L = 273.93
554
520
L = 169.26
m
528
527
RUTA
542 545
GR
O
CE SA MEN TE N RIO JO SÉ
DORREG
L=
LOZA
=
A. PEÑA
L
600 L = 180 .77 m
515
.87
MANUEL
517
m
m
602
625
L = 151.37
628
518
L = 89.76 m
529
NACI O
977
525
ROW N
Nº 3 8
NIO
526
A. B
NA L
SAN ANTO
.23
LDES
108
m L = 772.53
CISTERNA 1.000 M3 Y ESTACION DE BOMBEO
R. GUIRA
814
FRIGORÍFICO EX-MATADERO MUNICIPAL
7
L=
CALLE DAS
548
M. M
E 38 ALM EMP R. N. N° Y ° 16 N . P R.
NSILLA
G. POSA
SUCR
VIEJ A C O CAM ATA I MAR NO CA
A
L. V. MA
SALTO DE AGUA DEL CANAL PREVISTO PARA INSTALAR USINA HIDROELÉCTRICA
INO
VEC
INAL
PLANIMETRIA CIUDAD CRUZ DEL EJE ESC. 1 : 15.000
FORMATO A1 594x841
REFERENCIAS: R. P. N° 16
RUTA PROVINCIAL NUMERO 16
R. N. N° 38
RUTA NACIONAL NUMERO 38
CAÑERÍA FUTURA
CAÑERÍA A COLOCAR
CAÑERÍA EXISTENTE
RAMAL FUTURO
RAMAL SIMPLE A COLOCAR
RAMAL SIMPLE EXISTENTE
RAMAL SIMPLE A SUPRIMIR
VÁLVULA DE CIERRE FUTURA
VÁLVULA DE CIERRE A COLOCAR
VÁLVULA DE CIERRE EXISTENTE
VÁLVULA DE CIERRE A SUPRIMIR
VÁLVULA DE AIRE FUTURA
VÁLVULA DE AIRE A COLOCAR
VÁLVULA DE AIRE EXISTENTE
VÁLVULA DE AIRE A SUPRIMIR
TAPÓN FUTURO
TAPÓN A COLOCAR
TAPÓN EXISTENTE
TAPÓN A SUPRIMIR
HIDRANTE FUTURO
HIDRANTE A COLOCAR
HIDRANTE EXISTENTE
HIDRANTE A SUPRIMIR
CÁMARA DE DESAGÜE FUTURA
CÁMARA DE DESAGÜE A COLOCAR
CÁMARA DE DESAGÜE EXISTENTE
CAÑERÍA A SUPRIMIR
CÁMARA DE DESAGÜE A SUPRIMIR
03 02 01 00
EMISION INICIAL
23-04-20
NML
Nº
MODIFICACION
FECHA
EJEC.
NOTAS:
SECRETARÍA DE SERVICIOS PÚBLICOS
- Las Cotas del terreno están referidas al centro de bocacalle o al eje de calzada - Las cañerías NUEVAS sin indicación de diámetros serán de 0,063 m de diámetro. - Las cañerías serán de P.V.C. rígido, aptas para agua potable, clase 6, con uniones deslizantes. - La tapada mínima de la cañería colectora, tanto en calzada como en vereda, será de 1,00 m, con respecto a las cotas de terreno indicadas en planos de proyecto. - Las cañerías EXISTENTES sin indicación de diámetros son de 0,090 m de diámetro.
OBRA:
GOBIERNO DE LA PROVINCIA DE CORDOBA
PROVISIÓN DE AGUA - CRUZ DEL EJE REACONDICIONAMIENTO Y AMPLIACIÓN DEL SISTEMA DE AGUA POTABLE
CONTRATISTA: CISTERNA DE 1000 M3 Y ESTACION DE BOMBEO PLANIMETRIA CRUZ DEL EJE - CONFORME A OBRA ESCALA 1:15.000
PLANO N° 0 4 9 5 REVISION 00 LOCALIDAD
HIDROCONST S.A - MARTINEZ LUMELLO CONSTRUCCIONES S.A UTE
PLANO:
CONTR. APROB.
FECHA: AÑO 2020
GOBERNADOR: Juan Schiaretti
TOPOGRAFÍA:
MINISTRO: Dr. Ing. Fabían Lopez
PROYECTO: NML
SECRETARIO: Ing. Alberto Bresciano
DIBUJO: NML
DIRECTOR: Ing. Juan Vallejos
CRUZ DEL EJE
DEPTO. CRUZ DEL EJE