n sta 0+108.8 sta 0+000brms.e-subicbay.com/docs/bids/75/ftotgx0zuhz6... · bar bending diagram...

corregidor highway

ZAMBALES highway

SHEET NO.

R-13

21 OF 40

N

S

EW

A

R-13

THIS

SITE

R-13

SENTRY GATE CUBI DISTRICT SITE DEV'T PLAN

SCALE NTS

(ZAMBALES HIGHWAY COR. CORREGIDOR HIGHWAY)

N

LEGEND: AREA FOR PAVEMENT MARKINGS

D

R-13

SEE TYPICAL

PAVEMENT MARKING

FOR WELCOME GATE

NOTE: ROAD WIDTH = 8.50 M

aREA OF premixed reflectorized PAvement markings = 69.56 M²

refer to eng'g dep't for site reference

RM-2

ST

A 0

+0

00

ST

A 0

+10

8.8

ENGINEERING

PROJECT TITLE:

LOCATION: SUBIC BAY FREEPORT ZONE

DRAFTED/ CADD:

DESIGNED:

MDD

TN

EM

A

P

G

RT

E

T S

IE

EN

IG

NE

R

PW

GN D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY

CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:

EDISON D. ICO

CHIEF - PDD DA FOR PWTSG

MARCO A. ESTABILLOGARY P. FERNANDEZ

MNGR-ENG'G DEPT.

ATTY. WILMA T. EISMA

ADMINISTRATOR & CEO

AMM / MDD

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text

PUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE

aparri road

subic technics inc.

SHEET NO.

R-14

22 OF 40

N

S

EW N

A

R-14

THIS

SITE

R-14


SCALE NTS

(APARRI ROAD)

LEGEND: AREA OF PAVEMENT MARKINGS

D

R-14

SEE TYPICAL

PAVEMENT MARKING

FOR WELCOME GATE

RM-2

NOTE: ROAD WIDTH = 7.30 M



STA 0

+108.8

STA 0

+000

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

TN

EM

A

P

G

RT

E

T S

IE

EN

IG

NE

R

PW

GN D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

AMM / MDD

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text


CROWN PEAK

TOPAZ

SHEET NO.

R-15

23 OF 40

N

S

EW

N

A

R-15

THIS

SITE

R-15


SCALE NTS

(TARLAC ROAD)

LEGEND: AREA FOR PAVEMENT MARKINGS

NOTE: ROAD WIDTH = 8.60 M, shoulder on one side = 1.70 m



D

R-15 RM-2

SEE TYPICAL

PAVEMENT MARKING

FOR WELCOME GATE

STA 0+108.8

STA 0+000

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

TN

EM

A

P

G

RT

E

T S

IE

EN

IG

NE

R

PW

GN D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

AMM / MDD

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text


EXISTING SUBGRADE/SUBBASE TO REMAIN

100MM THK EXISTING AC PAVEMENT TO BE REMOVED

300mm THK EXISTING BASE MATERIAL TO BE REMOVED

C

L

C

L

BASE COURSE, 150mm THICK

BITUMINOUS PRIME COAT

BITUMINOUS CONCRETE SURFACE

WEARING COURSE (50mm THICK)

WIDTH

EXISTING SUBGRADE TO BE

COMPACTED TO 95% OF MAX

DENSITY


BINDER COURSE, 50mm THICK

BITUMINOUS TACK COAT

SUBBASE COURSE, 150mm THICK

SHEET NO.

AC-1

24 OF 40

ENGINEERING

PROJECT TITLE:


ROAD REHABILITATION

PROJECT 2016

DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

NOTE: *= R-6,R-7,R-8

REMOVAL OF EXISTING A.C. PAVEMENT

A.C. PAVEMENT RECONSTRUCTION DETAILS

NOT TO SCALE

1

* AC-1

AutoCAD SHX Text


C

L

C

L

1300 7500 2400


BINDER COURSE (50MM THICK)


WEARING COURSE (50MM THICK)

BITUMINOUS PRIME COAT


300MM EXISTING BASE MATERIAL TO BE REMOVED


BITUMINOUS TACK COAT

C

L

7500 19503600



300MM EXISTING BASE MATERIAL TO BE REMOVED

BASE COURSE, 150MM THICK

SUBBASE COURSE, 150MM THICK

EXISTING SUBGRADE TO BE COMPACTED

TO 95% OF MAX DENSITY

SHEET NO.

AC-2

25 OF 40

SCALE NTS

2

AC-2R-10/11

NEW AC PAVEMENT/AC PAVEMENT RECONSTRUCTION DETAILS

ENGINEERING

PROJECT TITLE:


ROAD REHABILITATION

PROJECT 2016

DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO


(NEAR FIRST AND ALPHA STREET)


(INTERSECTION WITH PASTOLAN ROAD)

AutoCAD SHX Text


C

L


400mm THK BASE / SUBBASE COURSE TO

BE REMOVED


COMPACTED TO 95% OF MAX DENSITY

C

L


COMPACTED TO 95% OF MAX DENSITY

ITEM 311 PCCP

300mm THK

ITEM 200 AGGREGATE SUBBASE COURSE

200mm THK

C

2%2%

C-1

26 OF 40

DETAIL SECTION OF PCCP

NOT TO SCALE

1

C-1

NOTE:

REFER TO C-2, SEE TYPICAL DETAIL OF

TWO LANE CONCRETE PAVEMENT

R-2

REMOVAL OF EXISTING A.C./BASECOURSE

SHEET NO.

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text


250mm

(TIE BARS)

16mmØ x 600mm @ 500mm o.c.

250mm

250mm

250mm

250mm

4500 mm4500 mm

WID

TH

in

m

m

LONGITUDINAL CONSTRUCTION JOINT

(SEE SECTION DETAIL - A)

60

0m

m

16

mm

Ø x 6

00

mm

@ 6

00

mm

o

.c.

(T

IE

B

AR

S)

1500 mm

(minimum)

TRANSVERSE CONSTRUCTION JOINT

(SEE SECTION DETAIL - C)

CONTRACTION JOINT

(SEE SECTION DETAIL - B)

16mmØ x 600mm @ 500mm o.c.

(TIE BARS)

250mm

6mm

50mm

GROOVE DETAIL

POURED ASPHALT

SEAL 40-90 PENETRATION

GRADE

16mm Ø Tie bar

sawed groove

t =

in m

m

t / 3

t / 3

t / 3

600 mm

LONGITUDINAL CONSTRUCTION OR CONTACT JOINT

t =

200m

m

IT

EM

200

t =

in m

m

16mm Ø Tie bar

sawed groove

(see SECTION - B')

CONTRACTION JOINT

600 mm

t =

200m

m

IT

EM

200

t =

in

m

m

16mm Ø Tie bar

spaced @ 600mm o.c.

sawed groove

t / 3

t / 3

t / 3

600 mm

TRANSVERSE CONSTRUCTION JOINT

t =

2

00

mm

IT

EM

2

00

C-2

27 OF 40

TYPICAL DETAIL OF TWO LANE CONCRETE PAVEMENT

NOT TO SCALE

A

SECTION DETAIL - B'

NOT TO SCALE

4

SECTION DETAIL - A

NOT TO SCALE

1 SECTION DETAIL - B

NOT TO SCALE

2

SECTION DETAIL - C

NOT TO SCALE

3

SHEET NO.

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

ROAD REHABILITATION

PROJECT 2016

C-2 C-2 C-2 C-2

C-2 C-2

C-2 C-2

C-2 C-2

AutoCAD SHX Text


S/4

TST

S/5

H/4

TH

T

H/4

T S

S/4

250

3

8

9

77

6

5

1

2

9

3

5

4

250

3

9

2

5

4

5

8

9

8

6

1

4-12MMØ

170MMØ WEEP HOLES @ 4550

150 ABOVE NORMAL LEVEL

250

150

100

S/5

12MMØ @ 250

12MMØ

250

150

100

12MMØ @ 250

12MMØ

CONSTRUCTION JOINT

PAVING NOTCH, PROVIDE

WHERE APPROACH SLAB IS

REQUIRED

CHAMFER 150MM

250

CONSTRUCTION JOINT

H+

2T-2C

T+S/4-C

H+

2T-2C

T-2C

1 2

H+

2T-2C

T-2C

7

3S/5

8

S/2+T

6

S/4+T-C

H/4+

T-C

3

2S+3T-C

3S/5

T-2C

4 5

CLEAR DOUBLE BARREL BOX CULVERT

SPAN HEIGHT

S H C

BAR 1 BAR 2 BAR 3 BAR 4 BAR 5 BAR 6 BAR 7 BAR 8 BAR 9

16 300

ØSPACING

ØSPACING

ØSPACING

ØSPACING

ØSPACING

ØSPACING

ØSPACING

ØSPACING

ØSPACING

1500 1500 40 16 280 16 300 16 300 16 300 20 200 12 300 12 280 12 250

T

250

DESCRIPTION

SKEW RCBC-1

C-3

28 OF 40

PART PLAN

(DOUBLE BARREL)

SECTION

BAR BENDING DIAGRAM

STANDARD DOUBLE BARREL REINFORCED CONCRETE BOX CULVERT

NOT TO SCALE

A

R-1 C-3

BAR SCHEDULE

L

=

1

4

.

0

0

M

SHEET NO.

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text


Rdwy. Constr.

C

L

Culvert

C

L

12MMØ @ 250MM

12MMØ @ 250MM

1-16MMØ

325MM

H+

T375

550

600

2-20MMØ BAR

16MMØ @ 300MM

12MMØ @ 300MM

12MMØ @ 325MM

6

0

0

M

M

CC

12M

MØ

@

450M

M

600

2

2

5

16MMØ BAR

12MMØ @ 450MM

1200

300

375

250

75

100

GROUND LINE

16MMØ @ 300MM

75

300

12MMØ @ 300MM

12MMØ @ 450MM

12MMØ BAR

4-12MMØ BARS EQUALLY SPACED

75

12MMØ @ 325MM

2-20MMØ BAR PARALLEL

TO TOP OF WALL

16MMØ @ 300MM

325MM

VARIES

325MM

900M

M

450MM

1650M

M

CHAMFER 20MM

12MMØ @ 450MM

Rdwy. Constr.C

L

CulvertC

L

2

5

0

4

5

0

3

2

5

1

1

2

5

3

5

0

FLOW

4

6

°

B

B

2

5

0

4

5

0

3

2

5

3

5

0

1

1

2

5

7

7

5

B

B

3

0

5

1

2

9

8

3

3

7

5

3

7

5

FLOW

4

5

0

3

2

5

1

1

2

5

1

8

5

7

1963

7

7

5

3

5

0

7000

B B

3

7

5

7

7

5

4

5

.

5

°

B

B

450

1125

325 350

375

C-4

29 OF 40

PART PLAN

PART PLAN

(SHOWING REINFORCEMENT)

WINGWALL DETAILS

NOT TO SCALE

A

R-1 C-4

WING ELEVATION

SECTION B-B

SECTION C-C

(INLET)

PART PLAN

(OUTLET)

SHEET NO.

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text


A

A

CC

12MMØ @ 300MM

BOTHWAYS

B

B

150

450

B

B

B

B

BB

12MMØ @ 300MM

BOTHWAYS

A

A

A

A

A

A

CC

C C

3

0

0

BARRELC

L

END OF

APRON

150 150

1200

150

APRON LIP

DRAIN SLOT

AT EACH

BARREL C

L

D

D

1200

150

150 450

150

150

50

300

END OF BOX

75 450

12MMØ @ 300MM x 900MM

OMIT CUTOFF WALL AT END OF BOX

AND UNDER WINGWALL FOOTING

WHEN APRON IS USED

12MMØ @ 450MM

12MMØ @ 450MM

500525

1800

12MMØ @ 600MM

12MMØ @ 600MM

1650

1050

450

75

12MMØ @ 300MM x 900MM

1800

12MMØ BARS

300

C-5

30 OF 40

PART PLAN

(INLET)

PART PLAN

(OUTLET)

APRON DRAIN DETAIL

ELEVATION D-D

SECTION C-C

SECTION A-A

SECTION B-B

APRON DETAILS

NTS

A

R-1 C-5

SHEET NO.

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD

AMM / MDD

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

I

G

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

ROAD REHABILITATION

PROJECT 2016

AutoCAD SHX Text


n sta 0+108.8 sta 0+000brms.e-subicbay.com/docs/bids/75/ftotgx0zuhz6... · bar bending diagram...

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