Meter of Phase Plan

8/18/2019 Meter of Phase Plan

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“CONSTRUCCIÓN DE SISTEMAS DE AGUA POTABLERURAL EN EL DISTRITO DE SAN PABLO”

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DESIGN AIR PASS No. 01

PROYECTO: AMPLIACION Y MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y

SANEAMIENTO DEL CASERÍO FARO BAJO DISTRITO DE SOROCHUCO

CELENDIN - CAJAMARCA

Length (L) = 35.00 m.Pipe diameter (s) = 1 in. ESPECIFICACIONE

Class of pipe (s) = 7.5

Number of pipes = 1

Pipe eight per ml = 0.!5 "g.#m.

ire diameter = 3#$ pulg. 1# ! 5 %&esist. to the 'able brea = $010.00 g.#m. 3# * 5 %Cable eight per ml = 0.53 g.#m. 1 5 %+,erload per meter = $0.00 g.#m. 1 1# * 5 %-afet Coeffi'ient = ! 1 1# ! 5 %

! 5 !.3*7

/i,en dimensions ! 1# ! 5 !.0* b 'a = 1.!0 m. 3 5 *.30!

Prof. Ca = 1.!0 m. * 5 7.055h 'a = 0.0 m. 2 5 15.!!7

o4er dimensions $ 5 !5.225 = 1.70 m. 10 5 32.301d = 0.30 m. 1! 5 52.*07

6imensions apatah8 = 0.20 m.b8 = 0.20 m.

prof. = 0.$0 m.

ater ,olume = 0.017

eight of 4ater = 1000.00

otal 4eight of pipe = $.1 "g.otal 4eight of ater = 17.1$ "g.otal 4eight of 'able = 1$.3$ "g. Lotal +,erload = !$00.00 "g.+9L = !$**.*7 "g.

(h ca = profun!

#EI$%T TOTAL (P&o&a'" = )**+93 -+

eight to be supported b gi,en ( = !$**.*7 "g.

/i,en ,olume = 1.30eight gi,en 'on'rete (Pd) = 3110.*0 "g.

* DATOS

T./O PC1. PARA FL.IOS A PR

IAETRONOINAL

(Pu'-+"

LON$+(4&5+"

CLASE 6 PSI

PESO (7- 8&uo"

% La Norma :'ni'a Peruana e;igtubos deben ser en CL9-? 10.

% odos los tubos se fabri'an 'on(?C) @ simple presion (-P)

* CÁLCULOS

m3

"g.#m3

m3

b 'a

P r o f .

' a


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P P5 = O++: Th; !c; ;ar &h; run& of A!r Pa55

R P&o&a' = O++ : Th; ca'; 5uppor&5


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03.00.00 METRADO PASE AÉREO Nº 01

1. LABPA?9 6? ?&&?N+

91 = 1.** (6ado) 9! = 0.*$ (apata)

AT = +92

!. &9+ &?PL9N?+

3. ?DC9E9CAFN B9NG9L

E1 = 3.17 (6ado)

E! = 1.02 (apata)T = >+22

*.

E1 = !.5 (6ado)

E! = 0.31 (orre)

E3 = 0.5$ (apata)

6?-P. = 0.17

T = 3+)

5. ?NC+H&96+ 6?-?NC+H&96+

9 = *.0$

2.

9'ero I 3#$> = 1$.* m. 10.30 "g. (orre) 9'ero I 1#*> = 30.$ m. 2.7$ "g. (orre) 9'ero I 3#$> = 1!.* m. 2.* "g. (apata)

To&+ Ac;ro ? 3@* = 30+* 4+ 6+2 -+

To&+ Ac;ro ? @> = 30+* 4+ )+66) -+

To&a' = 2>+02 -+

7. 9&&9J?+ 6? -GP?&HACA?- 6? C+LGBN9-

9 = *.17

$.

6ist.#P:ndolas = 1.50 m.otal P:ndolas = !* und.

Longitud = 2!.*0 m. (P:ndolas)

Longitud = 3.00 m. (Cable prin'ipal)

m!

m!

42

m3

m3

43

C+NC&?+ HKC= 175 "g#'m!

m3

m3

m3

m3

43

m!

9C?&+ (f=*!00 g#'m!)

m!

C9L? 6? 9C?&+ AP+ +9 Ø 3#$>


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To&a' 2)+90 4+

.

Longitud = 35.00 m.

10.

Longitud = 35.00 m.11. ?BPL96+?-

1!. PL9C9- B?MLAC9- 1#*>

13.

1*.

G?&9 PEC Ø 1> CL9-? 10

G?&9 HO/O Ø 1 1#! >

GNAFN GNAE?&-9L PEC -9P Ø 1>

969P96+&?- PEC -9P Ø 1>


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S TECNICAS NTP 399,002

% 0.7$3 %% 1.007 %

% 1.!73 1.200

1.2*0 1.$13 !.52

1.$$* !.3$! 3.3*3

!.$$1 3.75! 5.311

*.1*$ 5.51! 7.$*7

2.1$5 $.0!3 11.52!

10.!10 13.!$ 1.!12

!!.37 !.005 *1.*3

37.70 *.120 70.2!!

5.0!! 72.51 10.$$

$!.53! 107.3*1 153.$*0

"

SION CON EPALE ESPI$A CAPANA

CLASE 6+0 PSI

CLASE 00 PSI

CLASE 200 PSI

PESO (7- 8&uo"

PESO (7- 8&uo"

PESO (7- 8&uo"

1> los

istema de empalme espiga % 'ampana

b 'a

P r o f .

' a


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7/12


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+92

+92

>+22

3+)

>+0*

2>+02 -+

>+6

2)+90 4+

42

42

43

43

42

42


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3+00 4+

3+00 4+

2 un+

2 un+

un+

2 un+


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“CONSTRUCCIÓN DE SISTEMAS DE AGUA POTABLE RURAL EN EL DISTRITO DE SANPABLO”

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RESUMEN METRADO PASES AÉREOS

PROYECTO: AMPLIACION Y MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y

SANEAMIENTO DEL CASERÍO FARO BAJO DISTRITO DE SOROCHUCO

CELENDIN - CAJAMARCA

03+0+00 TRA/ABOS PRELIINARES

03.01.01 LABPA?9 6? ?&&?N+

03.01.0! &9+ &?PL9N?+

03+02+00 OIIENTO E TIERRAS

03.0!.01 ?DC9E9CAFN B9NG9L

03+03+00 CONCRETO ARAO

03.03.01

03.03.0! ?NC+H&96+ 6?-?NC+H&96+

03.03.03

03.03.0* 9&&9J?+ 6? -GP?&HACA?- 6? C+LGBN9-

03+0>+00 ACCESORIOS

03.0*.01

03.0*.0! G?&9 PEC I 1> CL9-? 10

03.0*.03 G?&9 HO/O I 1 1#! >

03.0*.0* ?BPL96+&?-

03.0*.05 PL9C9- B?MLAC9- 1#*>

03.0*.02

03.0*.07

C+NC&?+ HKC= 175 "g#'m!

9C?&+ (f=*!00 g#'m!)

C9L? 6? 9C?&+ AP+ +9 Ø 3#$>

GNAFN GNAE?&-9L PEC -9P Ø 1>

969P96+&?- PEC -9P Ø 1>


10/12


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+92

+92 42

>+22

3+)

>+0*

2>+02 -+

>+6

2)+90 4+

3+00

3+00 4+

2 un+

2 un+

un+

2 un+

42

43

43

42

42


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Meter of Phase Plan