PROPOSED DRAINAGE - naga.gov.phnaga.gov.ph/wp-content/uploads/2017/12/7_005839-2017-01P.pdf ·...

PROJECT TITLE PREPARED BY: RECOMMENDED BY:

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ASSISTANT CITY ENGINEER

JOHN G. BONGAT

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REPUBLIC OF THE PHILIPPINES

OFFICE OF THE CITY ENGINEER

CITY OF NAGA

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GAUDENCIO A. ASIS JR.

APPROVED BY:

CITY ENGINEER CITY MAYOR

LEON B. PALMIANO IV

CONCURRED BY:

CHRISTOPHER B. ARCEENGINEER I

LOCATION: NAGA CITY SCHOOL OF ARTS & TRADES,

SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE

EMMEL M. ADAQUEENGINEER II

LOCATION MAP

PROPOSED DRAINAGELOCATION: NAGA CITY SCHOOL OF ARTS & TRADES, SABANG, NAGA CITY

PROJECT ID.NO : 005839-2017-01

THIS SITE


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JOHN G. BONGAT

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CITY OF NAGA

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APPROVED BY:


LEON B. PALMIANO IV

CONCURRED BY:



SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE


PLAN VIEWSCALE 1:1000m

A L I G N M E N T - 2

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ELE

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SC

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FG

FLOOD GATE

(SEE DETAIL)


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JOHN G. BONGAT

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CITY OF NAGA

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APPROVED BY:


LEON B. PALMIANO IV

CONCURRED BY:



SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE


0+000

10

.8

6

8.8

14

0+020

10

.7

7

8.8

62

0+040

10

.5

7

8.9

09

0+060

10

.1

2

8.9

57

0+080

10

.0

0

9.0

05

0+100

9.8

3

9.0

52

0+120

9.1

00

0+142.50

10

.0

0

9.1

48

0.24%

TOP OF PAVEMENT

PROPOSED INVERT ELEVATION

REINFORCED CONCRETE BOX CULVERT DRAINAGE

38.34 M.

MAIN ROAD

13.48 M.

Alignment - (2) PROFILE

8

10

12

8

10

12

0+000

10

.1

5

9.0

00

0+020

9.7

3

9.0

60

0+040

9.7

3

9.1

20

0+060

9.7

2

9.1

80

0.30%


0+072.65


8

10

8

10

0+000

9.7

5

9.0

51

0+020

9.8

1

9.1

13

0+040

9.7

6

9.1

75

0+060

0.31%



TOP OF PAVEMENT

TOP OF PAVEMENT

2.0

5

1.9

1

1.6

6

1.1

6

1.0

0

0.7

8

0.9

0

0.8

5

1.1

5

0.6

7

0.6

1

0.5

4

0.5

1

0.7

0

0.7

0

0.5

9

0.5

7

8

10

12

8

10

12

ABD CEHIJK

LNOH

MN

FG

9.7

3

9.2

2

10

.0

0

9.7

8

9.2

1

0.10

CONCRETE CURB

SMOOTH CEMENT FIN.

0.10

150mmTHK CHB

SIDE ELEVATION

2"x2"x

1

4

" Angle Bar Frame

CONCRETE CURB

SMOOTH CEMENT FIN.

150mmTHK CHB

12-1X

1

4

" FLAT BAR

sp. @ 1.5" O.C.

2"x2"x

1

4

" Angle Bar Frame

0.50m

FRONT ELEVATION

0.50 to 0.60

0.1

0

0.05 0.40 0.05

.15 0.20

0.06 0.06

3-12mmØ CUT BARS

SPACED EQUALLY

BOTHWAYS

12mmØ BAR HANDLE

.15

4.0

0cm

DRAINAGE COVER DETAIL

DRAINAGE INLET DETAIL

12-1X

1

4

" FLAT BAR

sp. @ 1.5" O.C.

1.00

0.10 1.00

0.10

Pavement line

G R

O

U

N

D

0.10

VERIFY

0.10

1.00

0.10

0.10

PLA

IN

S

MO

OT

H F

IN

IS

H

0.10m

thk G

UT

TE

R

ground line

0.30

0.10

0.60

0.60

LengthWidth Depth LocationDesignation

58.31 m 1.00 m 1.15mE-F & G-I

CHBD 1

CHB BOX TYPE DRAINAGE 1 CROSS-SECTION


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JOHN G. BONGAT

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CITY OF NAGA

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APPROVED BY:


LEON B. PALMIANO IV

CONCURRED BY:



SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE


0.80

1.00

0.10

0.80

0.10 0.60 0.10

0.10

0.40

0.20

0.10

VERIFY

0.10

ground line

G R

O

U

N

D

G R

O

U

N

D

ground line

CHB BOX TYPE DRAINAGE 2 CROSS-SECTION


26.00 m 0.80 m 0.88m A-B & C-D

CHBD 2

0.50


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JOHN G. BONGAT

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CITY OF NAGA

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APPROVED BY:


LEON B. PALMIANO IV

CONCURRED BY:



SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE


0.80

0.80

0.10

0.60

0.10

0.40

0.20

0.10

VERIFY

0.10

ground line

corridor line

G R

O

U

N

D

C O

R

R

I D

O

R

1.00

0.10

0.10

CHB BOX TYPE DRAINAGE 3 & 4 CROSS-SECTION


68.14 m 0.80 m 0.58m L - O

CHBD 3

52.09 m 0.80 m 0.64m M - N

CHBD 4


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JOHN G. BONGAT

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CITY OF NAGA

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APPROVED BY:


LEON B. PALMIANO IV

CONCURRED BY:



SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE


12mm HORIZONTAL RSB

SP. @ 200mm O.C.

ALTERNATELY LAID

16mm VERTICAL

RSB EXTERIOR U-BARS

SP. @ 200mm O.C.

ALTERNATELY WITH

INTERIOR U-BARS

16mm VERTICAL

RSB INTERIOR U-BARS

SP. @ 200mm O.C.

ALTERNATELY WITH

EXTERIOR U-BARS12mm RSB EXTRA BAR

SP. @ 200mm O.C.

16mm RSB BENT BAR

SP. @ 200mm O.C.

12mm RSB EXTRA BAR

SP. @ 200mm O.C.

16mm RSB BENT BAR

SP. @ 200mm O.C.

0.20

VERIFY

0.20

WIDTH

0.20 WIDTH - 0.40 0.20

LengthWidth Depth

Location

7.00 m

5.00 m 1.00 m 1.15mO - H

D - E1.00 m 0.80m

Designation

RCBC 3

RCBC 4

38.34 m1.20 m 1.87mI - K

RCBC 1

AVE. DEPTH

RCBC DRAINAGE 1,2,3 & 4 CROSS-SECTION

7.00 mF - G1.00 m 1.00m

RCBC 2

12mm HORIZONTAL RSB

SP. @ 200mm O.C.

16mm VERTICAL

RSB U-BARS

SP. @ 200mm O.C.

0.15

VERIFY

0.15

WIDTH

0.15 WIDTH-0.30 0.15

pavement linepavement line

5- 12mm HORIZONTAL RSB

EQUALLY SPACED O.C.

5- 12mm HORIZONTAL RSB

EQUALLY SPACED O.C.

Ave. Depth

LengthWidth Depth

LocationDesignation

B - C6.00 m 0.80 m 0.90m

RCBC 5

RCBC 5 DRAINAGE CROSS-SECTION

SLAB REINFORCEMENT LAYOUT

Z

Z/4 Z/4Z/2

Z/3

BOTTOM SLAB

TOP SLAB

12mm HORIZONTAL RSB

SP. @ 200mm O.C.

ALTERNATELY LAID

16mm RSB BENT UP BAR

SP. @ 200mm O.C.

ALTERNATELY LAID

W/ TOP BAR

16mm RSB

TOP BAR

SP. @ 200mm O.C.

12mm RSB EXTRA BAR

AT THE BOTTOM OF TOP BAR

SP. @ 200mm O.C.

12mm HORIZONTAL RSB

SP. @ 200mm O.C.

ALTERNATELY LAID

16mm RSB BENT DOWN BAR

SP. @ 200mm O.C.

ALTERNATELY LAID

W/ TOP BAR

16mm RSB

BOTTOM BAR

SP. @ 200mm O.C.

12mm RSB EXTRA BAR

AT THE TOP OF BOTTOM BAR

SP. @ 200mm O.C.

0.20

0.10

0.10


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JOHN G. BONGAT

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CITY OF NAGA

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APPROVED BY:


LEON B. PALMIANO IV

CONCURRED BY:



SABANG, NAGA CITY

CHECKED BY:

PROPOSED DRAINAGE


A A

2.9

5

1.5

01

.4

5

1.3

5

0.1

5

1.5

0

1.2

00

.3

0

3.0

0

1.3

0

3" x3" x

1

4

" angle bar

frame

1.5" dia Nut

Handle

1.5" dia shaft

lifting mechanism

6m thk

Steel plate Gate

Flood Gate Elevation Detail

1.00

0.70 0.150.15

0.65 0.100.10

0.0

8

3" x3" x

1

4

" angle bar frame

12mm dia

Bolts & nuts

sp. @ 0.30m O.C.

3" x 3" x

1

4

"

Angle Bar

Frame

1.5" x 1.5" x 3/16" Angle Bar

guide

1

4

" thk stopper

6" thk CHB

Flood Gate Section A-A

1.5" dia handle

3" x 3" x

1

4

"

Angle Bar

Frame

0.50

Flood Gate Handle

1

4

" thk stopper

3" x3" x

1

4

" angle bar frame3" x3" x

1

4

" angle bar frame

1.5" x1.5" x 3/16"

angle bar stiffener

6m thk

Steel plate Gate

Rubber Gasket

1.5

0

0.85

1.5 dia shaft

Flood Gate Steel Plate Detail

PROPOSED DRAINAGE - naga.gov.phnaga.gov.ph/wp-content/uploads/2017/12/7_005839-2017-01P.pdf ·...

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