schedule of reinforcement for pier 2 bored pile … · schedule of reinforcements for pile cap -...

C O N S U L T A N T S SUBMITTED BY DESIGNED BY

DATE:

APPROVED BY

REVISIONS DATE PROJECT TITLE

SHEET CONTENT

SCALE DRAWING STATUS

A

B

C

D

E

F

DATE APPROVED DATE REVISED REV.

DRAWING NO. SIZEPROJECT CODE

DATE:DATE:

OIC - PMD

JOVITO M. SUNGA

AS SHOWN DRAFT DRAWING

A1

- -

-

DETAILED ENGINEERING DESIGN OF THE

PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD,

MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD

PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA

PROJECT MANAGER - UICI

ALBERTO C. CAÑETE, P.P., F.ASEP


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA



PIER 2 BORED PILE DETAILS

P2SB-40

BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION

ALL DIMENSIONS ARE OUT TO OUT OF BARS

LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)

FOR ONE (1) BORED PILE (L=23m, Ø2000mm)

a b c d e

SCHEDULE OF REINFORCEMENT FOR PIER 2 BORED PILE

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




P2SB-49

BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a

C O N S U L T A N T S SUBMITTED BY


DESIGNED BY

DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

PROJECT MANAGER OIC - PMD

RYAN PAUL S. GALURA JOVITO M. SUNGA

ALBERTO C. CAÑETE, P.P., F. ASEP


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

AIRPORT TO NCC (KM.0+000 - KM.1+500) - SACOBIA

P2SB-50

PIER 7 COLUMN PLAN AND ELEVATION

COLUMN SECTION

SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES

b

a

c

A

e

a

c

b d

f

B

b

c

a

C

D

a a

b

E

a

F

D

a = PixDx3pcs


DATE:

APPROVED BY


SHEET CONTENT

SCALEDRAWING STATUS

A

B

C

D

E

F



DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-


SIZEPROJECT CODE

DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F


DRAWING NO.

PRESIDENT - UICI

EFREN L. DAVID


ALBERTO C. CAÑETE P.P.,F. ASEP

PRESIDENT - UICI

EFREN L. DAVID




DATE:

APPROVED BY


SHEET CONTENT

SCALEDRAWING STATUS

A

B

C

D

E

F



DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-


SIZEPROJECT CODE

DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F


DRAWING NO.

PRESIDENT - UICI

EFREN L. DAVID



PRESIDENT - UICI

EFREN L. DAVID



PILE CAP DETAIL

PEDESTAL DETAIL

PIER 7

SCHEDULE OF REINFORCEMENTS FOR PILE CAP - PIER 7

P2SB-51


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




P2SB-52


BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




P2SB-55


BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a



DESIGNED BY

DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:





A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-


P2SB-56


COLUMN SECTION


b

a

c

A

e

a

c

b d

f

B

b

c

a

C

D

a a

b

E

a

F

D

a = PixDx3pcs




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

PRESIDENT - UICI

EFREN L. DAVID






A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

PRESIDENT - UICI

EFREN L. DAVID



PILE CAP DETAIL

PEDESTAL DETAIL

PIER 9


P2SB-57


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




P2SB-58


BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a



DESIGNED BY

DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:





A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-


P2SB-59


COLUMN SECTION


a

b

b

A

e

a

c

b d

f

B

b

c

a

C

D

a a

b

E

a

F

D

a = PixDx3pcs


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-


PRESIDENT - UICI

EFREN L. DAVID




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-


PRESIDENT - UICI

EFREN L. DAVID



PILE CAP DETAIL

PEDESTAL DETAIL

PIER 10


P2SB-60



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




P2SB-61

BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a


P2SB-69


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA



BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e


a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a


P2SB-71



DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA



BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a


P2SB-73


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:

OIC - PMD

JOVITO M. SUNGA


A1

- -

-




PRESIDENT - UICI

DATE:

EFREN L. DAVID

- -

CHECKED BY

DATE:-

-

PROJECT MANAGER

RYAN PAUL S. GALURA




BAR BENDING

DIAGRAM

SIZE

(mm)

SPACING

(mm)

QTY

BAR

SHAPE

BAR DIMENSION


LOCATION

BAR

LENGTH

(m)

TOTAL

LENGTH

(m)

UNIT

WEIGHT

(kg./m.)

TOTAL

WEIGHT

(kg.)

VOLUME

CONCRETE

(cu.m.)


a b c d e

a

b

a

a

b

c

e

d

b

a

A

B

C

D

E

BAR

MARK

PIT

CH

b

a


DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-


PRESIDENT - UICI

EFREN L. DAVID




DATE:

APPROVED BY


SHEET CONTENT


A

B

C

D

E

F



DATE:DATE:




A1

- -

-




DATE:- -

CHECKED BY

DATE:-

-


PRESIDENT - UICI

EFREN L. DAVID



ABUTMENT BORED PILE


P2SB-78

Location REF: SHEET NO. BORED PILE DIAMETER CORRECTED BP DIAMETER

P2SB ‐ 50 2200MMØ 2000MMØ

P2SB ‐ 51 & P2SB ‐52 2000MMØ 2000MMØ

P2SB ‐ 56 2200MMØ 2000MMØ

P2SB ‐ 57 & P2SB ‐58 2000MMØ 2000MMØ

P2SB ‐ 60 2200MMØ 2200MMØ

P2SB ‐ 59 & P2SB ‐61 2000MMØ 2200MMØ

Pier 7

Pier 9

Pier 10

Bored Pile

LocationQty. of Vertical Reinforcement (PCS)

Pier 2 P2SB ‐ 40

Sheet No.

Pier 6 P2SB ‐ 49

Pier 7 P2SB ‐ 52

Pier 8 P2SB ‐ 55

Pier 9 P2SB ‐ 58

Pier 10 P2SB ‐ 61

Pier 14 P2SB ‐ 69

Pier 15 P2SB ‐ 71

Pier 16

Abutment

P2SB ‐ 73

P2SB ‐ 78Detailed Dwg.

Sched. Of Reinforcement BP1 ‐ 45

Detailed Dwg.

Sched. Of Reinforcement

Detailed Dwg.


Detailed Dwg.


Reference

Detailed Dwg.


Detailed Dwg.


Detailed Dwg.


Detailed Dwg.


BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 64

Detailed Dwg.


Detailed Dwg.


BP1 ‐ 26; BP1' ‐ 26; BP1" ‐ 26

BP1 ‐ 44

BP1 ‐ 32

BP1 ‐ 68; BP1' ‐ 48; BP1" ‐ 40

BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 64

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 60

BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 64

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 64

BP1 ‐ 80; BP1' ‐ 64; BP1" ‐ 40

BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 64

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 64; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 36; BP1" ‐ 36

BP1 ‐ 80; BP1' ‐ 64; BP1" ‐ 40

Qty. of Vertical Reinforcement (PCS)

Corrected

BP1 ‐ 44

BP1 ‐ 44

BP1 ‐ 68; BP1' ‐ 48; BP1" ‐ 40

BP1 ‐ 68; BP1' ‐ 48; BP1" ‐ 40

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 26; BP1' ‐ 26; BP1" ‐ 26

BP1 ‐ 26; BP1' ‐ 26; BP1" ‐ 26

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 60

BP1 ‐ 60

BP1 ‐ 80; BP1' ‐ 64; BP1" ‐ 40

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

BP1 ‐ 32; BP1' ‐ 32; BP1" ‐ 32

schedule of reinforcement for pier 2 bored pile … · schedule of reinforcements for pile cap -...

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