department of public works and highways€¦ · c.y. 2020 project detailed engineering design plan...

C.Y. 2020 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR THE

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION IX

3RD ENGINEERING DISTRICT

SEGABE, PIÑAN, ZAMBOANGA DEL NORTE

127.00 ln.m.

REHABILITATION/ RECONSTRUCTION OF ROADS WITH

SLIPS, SLOPE COLLAPSE, AND LANDSLIDE

RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,

K1827+194 - K1827+321.00

DATE :

EVA A. TRANI

SUBMITTED:

ACTING-CHIEF, PLANNING AND DESIGN SECTION

DATE :

CHRISTOPHER L. EBAL

RECOMMENDED:

ASSISTANT DISTRICT ENGINEER

DATE :

VERONICO O. MICARANDAYO

APPROVED:

DISTRICT ENGINEER

BRGY. PANGANURAN, SIBUTAD, ZAMBOANGA DEL NORTE

K1827+194.00 - K1827+321.00

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R01421MN

S01038MN

3,253.54 sq.m.

LP

LAYOUT PLAN

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:



OFFICE OF THE DISTRICT ENGINEER

REGION IX



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REHABILITATION/ RECONSTRUCTION OF ROADS

WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE


K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA

PROJECT AND LOCATION:

SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

ACTING ASST. CHIEF, PLANNING

AND DESIGN SECTION

ACTING-CHIEF, PLANNING

AND DESIGN SECTION


ENGINEER II ENGINEER II

198

PROJECT LENGTH :

BEG. OF PROJECT

BEG. OF PACKAGE A ...................K1827+194.00

..................52.50 ln.m.

END OF PACKAGE A ...................K1827+246.50

BEG. OF PACKAGE B ...................K1827+246.50

..................74.50 ln.m.

END OF PACKAGE B

END OF PROJECT ....................K1827+321.00

PROJECT NET LENGTH ..............127.00 ln.m.

LAY-OUT PLAN

N. D. T. S.

INDEX OF SHEETS

SET NO. SHEET NO.

1 1 LAY-OUT PLAN

2 2 LOCATION MAP AND VICINITY MAP

3 3 SUMMARY OF QUANTITIES

4 4 TYPICAL SECTION

5 5-7

STD. DRAWING ( GEN. SPEC., ACTIVE MESH SYSTEM ACCESSORIES, HR-GRIP, STEEL PLATE, HEAD

ANCHORING, HR LINK & U-BOLT WIRE GRIPS DETAILS, ISOMETRIC VIEW, MACCAFERRI STEEL GRID HR 30

6 8 PLAN AND PROFILE

7 9-18 CROSS SECTION

8 19 PROJECT BILLBOARD DETAILS

1826+

937

1

8

2

7

+

0

0

0

1

8

2

7

+

1

0

0

1

8

2

7

+

2

0

0

1

8

2

7

+

3

0

0

1

8

2

7

+

4

0

0

1827+

456

N

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W

S

TO

KA

N

IM

TO

SA

WA

NG

BEG. OF PROJECT

BEG. OF PACKAGE A

K1827 + 194.00

END OF PACKAGE A

BEG. OF PACKAGE B

K1827 + 246.50

1

1

END OF PROJECT

END OF PACKAGE B

K1827 + 321.00

LM,VM

LOCATION MAP

VICINITY MAP

EW

S

N

VICINITY MAP

LOCATION MAP

DAPITAN

CITY

RIZAL SHRINE

TAGUILON

RIZAL

PIÑAN

LA LIBERTAD

MUTIA

SERGIO OSMEÑA

SIBUTAD

ALIGUAY ISLAND

SILINOG ISLAND

PIÑAHON ISLAND

SINIPAY ISLAND

OBAY ISLAND

ISIS

LARAYAN

TO DIPOLOG

TO OROQUIETABARCELONA

TO DON VICTORIANO

TO

D

IP

OL

OG

TO MOLAVE

MACLEODES

TO PUNTA

DANSULLAN

POLO

SAN PEDRO

SAN VICENTE

DAKAK

PULAUAN

PORT

CANLUCANI

TAG-ULO

GUIMPUTLAN

BANBANAN

CARANG

BAYLIMANGO

STO. NIÑO

SINONOC

TALISAY

ORO

NAPO

DARO

PANGANURAN

SAWANG

SILLA POINT

KANIM

KAUSWAGAN

LIBAY

MA. CRISTINA

CALUBE

MAGSAYSAY

NASIPANG

SEBACA

BALUBOHAN

MABUNAO

NANGKA

MINLASAG

DAMASING

SIPALOC

DELAPA

MARAPONG

SIBULOC

OYAN

CALILIC

BAGACAY

RIZALINA

SAN ROQUE

NILABO

BIRAYAN

LA ESPERANZA

NANGKAAN

MITIMOS

TOLON

NEW

DAPITAN

POTUNGAN

S. MAPANG

N. MAPANG

LA UNION

DAMPALAN

OPAO

HILLTOP

ILAYA

BURGOS

TAMION

OYAN

SULANGON

ANTIPOLO

OWAON

LIYANG

SICAYAB BUCANA

POB. WEST

POB EAST

NAPILAN

MABUHAY

MAUSWAGON

DIWAAN

MA. URAY

BA-AO

VILLA HERMOSA

SAN MIGUEL

STO. NIÑO

GUINLES

LABRADOR

LETAPAN

SILAWE

SIANIB

ANASTACIO

DAPDAP

BANDERA

PIAN

LAPAYANBAJA

SIKOT

DANGI

NEW SICAYAB

SAN ANTONIO

LINGASAD

BACUYONG

ADANTE

SAN NICOLAS

POB. NORTH

POB. SOUTH

SEGABE

MAGANGON

DEL PILAR

ASENIERO

MASIDLAKON

SINGARAN

NEW CARACAR

SIPAON

STA. CRUZ

STA. CATALINA

NEW BATAAN

LA VICTORIA

NEW ARGAO

SAN JOSE

SAN FRANCISCO

MERCEDES

EL PARAISO

NEW CASUL

TUBAC

NEW SIQUEJOR

G. BERGADO

TOTONGON

DIOLEN

UNIDOS

BUENASUERTE

TINGLAN

ALVENDA

PASORIO

NEW LAND

HEAD TIPAN

DILAND

STO. TUMAS

SAN MIGUEL

UPPER GUMAY

DIONUM

LOWER GUMAY

LAPULAPU

SIGAYAN

SILANO

TINAYTAYAN

VILLARICO

CALICAN

DESIN

BETHLEHEM

LIBANGON

SAN PEDRO

MILAD

STA. FE

UBAY DAAN TIPAN

BAGONG SILANG

MALIGAYA

LINABO

DILAWA

SINAAD

STA. TERESITA

SAN FRANCISCO

MACALIBRE

MAHYAHAY

MABUHAY

MARAPONG

PRINCESA

PRESIA

NUEVA

VISTA

NEW RIZAL

NAZARETH

BAGONG BAYAN

SAN ANTONIO

NEBO

TINAGO

KAUSWAGAN

SAN ISIDERO

PEDAGAN

NEW TANGUB

DAMPALAN

LABIRAY

PRINCESA

LAMAYA

SAN JOSE

DANAO

SAN JUAN

VENUS

LIWANAG

BAJO

ALTO

BIAYON

WILBEN

DE VENTA PERLA

ANTONINO

SIKITAN

LUZVILLA

PENACIO

SITUBO

TUBURAN

BUENAVISTA

SINAI

DON ELINO

TININDUGAN

BAGONG BAGUIO

POLANCO

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UBAY

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THIS SITE

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



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K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

DAPITAN

CITY

RIZAL SHRINE

TAGUILON

SIBUTAD

PIÑAHON ISLAND

SINIPAY ISLAND

OBAY ISLAND

POLO

SAN PEDRO

SAN VICENTE

DAKAK

CANLUCANI

TAG-ULO

GUIMPUTLAN

BANBANAN

CARANG

BAYLIMANGO

STO. NIÑO

SINONOC

TALISAY

ORO

NAPO

DARO

PANGANURAN

SAWANG

SILLA POINT

KANIMKAUSWAGAN

LIBAY

MA. CRISTINA

CALUBE

MAGSAYSAY

NASIPANG

MINLASAG

SIPALOC

DELAPA

MARAPONG

SIBULOC

OYAN

CALILIC

BAGACAY

HILLTOP

BURGOS

TAMION

OYAN

SULANGON

ANTIPOLO

OWAON

DIWAAN

MA. URAY

D

A

P

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A

BEG. OF PROJECT

BEG. OF PACKAGE A

K1827 + 194.00

2

2

END OF PACKAGE A

BEG. OF PACKAGE B

K1827 + 246.50

END OF PROJECT

END OF PACKAGE B

K1827 + 321.00

SQ

SUMMARY OF QUANTITIES

PACKAGE A


SHEET CONTENTS: DRAFTED:

JOFE C. CAINCAY

REVIEWED:

DATE :

LUNA C. CASTAÑARES

SUBMITTED:

DATE :

RECOMMENDED:

DATE :


CHRISTOPHER L. EBAL

APPROVED:

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



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K1827+194 - K1827+321

ACTING-ASST. CHIEF, PLANNING

AND DESIGN SECTION


AND DESIGN SECTION

ENGINEER II/ J.O


EVA A. TRANI

1983

3

PART A:

A.1.1(8) PROVISION OF FIELD OFFICE FOR THE ENGINEER (RENTAL BASIS)

month

A Temporary Field Office (40 Footer Container Van with ACU, Furnished and Maintained) Shall be Provided for the Engineer

A.1.4(1)

PROVISION OF PROGRESS PHOTOGRAPHS each

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION UNITREMARKS

PART G:

100(1)

CLEARING AND GRUBBING Ha

PART B:

B.5 PROJECT BILLBOARD / SIGNBOARD each As per Department Order No. 21, Series of 2017 - Revised Guidelines on the Installation of Project Billboards.

B.7(2)

OCCUPATIONAL SAFETY & HEALTH PROGRAM

Lump Sum

Utilized Construction Foreman as Trained First Aide Personnel.

B.9 MOBILIZATION / DEMOBILIZATIONLump Sum

Intended for the Transporting of Slow Moving Heavy Equipments & Other Necessary Equipments

for the Project Proper Implementation.

PART B:

512(1)e EROSION CONTROL MAT (TYPE 5) sq.m

For Rockfall Protection

513(1)

PERMANENT GROUND ANCHOR ln.m. For Rockfall Protection

522(5)a PASSIVE SYSTEM, SIMPLE DRAPERY sq.m

For Rockfall Protection

QUANTITY

PACKAGE APACKAGE B

1.80

72.00

1,286.99

405.00

1,286.99

1.00

1.00

1.00

0.13

109.00

1,966.55

570.00

1,966.55

1.00

1.00

0.20

-

-

-

TYPICAL SECTION

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



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K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

TS

1827+220

EXISTING

PCCP

C

L

ROCK MASS

EXISTING CARRIAGEWAY

EXISTING GROUND

TYPICAL SECTION

4

4

FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

16 MM DIAMETER HORIZONATAL

CREST ROPE @ .TERMINATION

ASSUMED @ EVERY 10 METERS

TO BE VERIFIED ON ACTUAL SITE CONDTION

A.) ITEM 522 D.O. SERIES OF 2019

ITEM 522.3.2 - STEEL WIRE (TYPE1)

2.7MMØ MILD STEEL WIRE (EN10218-28 EN10223-3)

WITH INTEGRATED WIRE OF 8MMØ

WIRE TENSILE STRENGTH = 380-550N/MM

WIRE ROPE TENSILE STRENGTH = 1770N/MM

TENSILE STRENGTH WIRE MESH = ≥ 50KN/M

ITEM 522 TABLE 522.5

GALMAC(ZN/AL = 95% ZINC, 5% AL

GALVANIZATION STANDARD (EN10244-2 CLASS A)

GALVANIZATION WEIGHT - 245G/M

WEIGHT OF COATING - CLASS 3 OR A

B.) ITEM 512 EROSION CONTROL MATS

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

16 MM DIAMETER HORIZONATAL

CREST ROPE @ .TERMINATION

ASSUMED @ EVERY 10 METERS

TO BE VERIFIED ON ACTUAL SITE CONDTION

3.00m

5M ANCHOR BAR

32MMØ @ 2.M O.C.

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



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K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

PLAN AND PROFILE

K1827+000 - K1827+400

S T A T I O N

FINISHED GRADE

ORIGINAL GRADE

HORIZONTAL CURVATURE

VERTICAL CURVATURE

SUPERELEVATION

WIDENING

ROADWAY IMPROVEMENT

(TRAVELLEDWAY / SHOULDERS)

80.00 m.

75.00 m.

70.00 m.

SCALE: WIDTH = 1 : 2000 mts.

LENGTH = 1 : 2000 mts.

E L E

V

A

T

I O

N

PROFILE

SCALE: VERTICAL = 1 : 200 mts.

HORIZONTAL = 1 : 2000 mts.

P L A N

PP

1827+000 1827+100 1827+200 1827+300 1827+400

T

O

P

K

M

P

O

S

T

1

8

2

7

N

:

9

5

8

5

6

6

.

0

2

7

E

:

5

5

4

5

7

1

.

3

6

0

Z

:

7

2

.

2

6

3

H

O

U

S

E

H

O

U

S

E

BM NAILED AT TUG

AS ROO

T

N:958761.836

E:554739.058

Z:98.021

PC

: 1826+

937.233

P

T

:

1

8

2

6

+

9

7

5

.

2

5

5

P

C

:

1

8

2

7

+

0

4

8

.

6

5

7

P

T

:

1

8

2

7

+

1

1

9

.

0

4

7

P

C

:

1

8

2

7

+

1

2

2

.

9

4

2

P

T

:

1

8

2

7

+

1

8

6

.

8

4

8

P

C

:

1

8

2

7

+

2

2

6

.

8

0

3

P

T

:

1

8

2

7

+

2

5

5

.

7

2

0

P

C

:

1

8

2

7

+

2

8

1

.

2

2

7

P

T

: 1

8

2

7

+

3

1

0

.0

8

3

P

T

:

1

8

2

7

+

3

4

6

.

4

9

0

P

C

:

1

8

2

7

+

3

8

5

.

9

3

6

PT

: 1827+

426.974

1826+

937

1

8

2

7

+

0

0

0

1

8

2

7

+

1

0

0

1

8

2

7

+

2

0

0

1

8

2

7

+

3

0

0

1

8

2

7

+

4

0

0

1827+

456

AZ

=211° 3

3' 4

3.9

4"

0.1

03m

A

Z

=

2

4

2

°

0

8

'

5

6

.

7

7

"

3

9

.

9

5

5

m

A

Z

=

2

6

9

°

2

2

'

5

6

.

4

8

"

2

5

.

5

0

7

m

A

Z

=

1

7

9

°

3

1

'

5

9

.

4

6

"

3

9

.

4

4

7

m

AZ

=211° 4

4' 3

3.6

2"

29.2

97m

A

Z

=

1

8

1

°

4

3

'

1

2

.

0

0

"

7

3

.

4

0

2

m

A

Z

=

1

8

7

°

4

5

'

5

7

.

6

2

"

3

.

8

9

5

m

7

2

7

2

7

4

7

4

7

4

7

4

7

4

7

4

7

4

7

4

76

76

7

6

7

6

7

6

76

7

6

7

6

76

76

7

8

78

7

8

7

8

8

0

80

8

0

82

88

9

0

9

0

90

9

0

9

0

9

0

9

29

2

9

2

9

4

94

9

4

9

4

9

6

9

6

9

6

9

6

9

6

9

8

98

1

0

0

1

0

0

1

0

0

100

102

1

0

4

1

0

4

1

0

6

1

0

6

1

0

6

1

0

0

1

0

0

1

0

0

1

0

2

1

0

2

N

E

W

S

P.I. N

o.

01

P

.

I

.

N

o

.

0

2

P

.

I

.

N

o

.

0

3

P

.I. N

o

.

0

4

ELEMENTS OF CURVE

Number

PI-1

PI-2

PI-3

PI-4

PI STATION

1827+157.532

1827+241.540

1827+296.550

1827+329.155

NORTHING

958723.067

958764.777

958765.376

958791.062

EASTING

554578.493

554657.433

554712.997

554735.871

I

54°22'59"

27°14'00"

47°41'44"

42°09'13"

T

34.590

14.737

15.323

19.071

R

67.329

60.838

34.664

49.485

LC

63.906

28.917

28.856

36.407

PC

1827+122.942

1827+226.803

1827+281.227

1827+310.083

PT

1827+186.848

1827+255.720

1827+310.083

1827+346.490

E

8.365

1.759

3.236

3.548

V(kph)

50

50

50

50

W(m)

-

-

-

-

70

.0

04

70

.0

61

70

.0

68

70

.1

38

70

.0

76

70

.2

01

70

.2

11

70

.4

86

71

.0

93

72

.2

68

73

.9

95

76

.7

89

79

.8

86

83

.0

20

86

.0

95

89

.0

65

91

.5

26

93

.2

82

94

.5

35

94

.3

95

93

.2

23

91

.5

00

89

.4

95

87

.3

34

85

.4

34

83

.8

40

SAME ELEVATION

70

.0

04

70

.0

61

70

.0

68

70

.1

38

70

.0

76

70

.2

01

70

.2

11

70

.4

86

71

.0

93

72

.2

68

73

.9

95

76

.7

89

79

.8

86

83

.0

20

86

.0

95

89

.0

65

91

.5

26

93

.2

82

94

.5

35

94

.3

95

93

.2

23

91

.5

00

89

.4

95

87

.3

34

85

.4

34

83

.8

40

TO

KA

N

IMT

O S

AW

AN

G

BEG. OF PROJECT

BEG. OF PACKAGE A

K1827 + 194.00

BEG. OF PROJECT

BEG. OF PACKAGE A

K1827 + 194.00

END OF PACKAGE A

BEG. OF PACKAGE B

K1827 + 246.50

END OF PACKAGE A

BEG. OF PACKAGE B

K1827 + 246.50

6

8

K1827+194.00

BEG. OF ROCKFALL PROTECTION PACKAGE A

K1827+246.50

END OF ROCKFALL PROTECTION PACKAGE A

BEG. OF ROCKFALL PROTECTION PACKAGE B

P.I. No. 01, STA.1827+157.532

1

2

-

-

-

RP-1

-

--

-

958723.067

554578.493

76.111 m

NO AVAILABLE

R.P.No.

REFERENCE POINT

REMARKS

N

E

ELEV.

N

E

ELEV.

REMARKS

N

E

ELEV.

RP-2

AZIMUTH

NO AVAILABLE

-

-

-

DISTANCE

P.I. No. 02, STA.1827+241.540

1

2

-

-

-

RP-1

-

--

-

958764.777

554657.433

89.346 m

NO AVAILABLE

R.P.No.

REFERENCE POINT

REMARKS

N

E

ELEV.

N

E

ELEV.

REMARKS

N

E

ELEV.

RP-2

AZIMUTH

NO AVAILABLE

-

-

-

DISTANCE

P.I. No. 03, STA.1827+296.550

1

2

-

-

-

RP-1

-

--

-

958765.376

554712.997

94.646 m

NO AVAILABLE

R.P.No.

REFERENCE POINT

REMARKS

N

E

ELEV.

N

E

ELEV.

REMARKS

N

E

ELEV.

RP-2

AZIMUTH

NO AVAILABLE

-

-

-

DISTANCE

P.I. No. 04, STA.1827+329.155

1

2

-

-

-

RP-1

-

--

-

958791.062

554735.871

- m

NO AVAILABLE

R.P.No.

REFERENCE POINT

REMARKS

N

E

ELEV.

N

E

ELEV.

REMARKS

N

E

ELEV.

RP-2

AZIMUTH

NO AVAILABLE

-

-

-

DISTANCE

BM NAILED AT TUGAS ROOT

STA. K1827 + 310.00

21.82m RIGHT SIDE FROM CENTERLINE

N:958761.836

E:554739.058

ELEV: 98.021 m.

2

0

.

0

0

m

R

.

R

.

O

.

W

2

0

.

0

0

m

R

.

R

.

O

.

W

END OF PROJECT

END OF PACKAGE B

K1827 + 321.00

K1827+321.00

END OF ROCKFALL PROTECTION PACKAGE B

END OF PROJECT

END OF PACKAGE B

K1827 + 321.00

CROSS SECTION

K1827+246.50

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S




K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

CS

13

1827+246.50

0.0

00

91

.5

26

1.3

41

91

.4

65

3.6

53

91

.2

67

5.9

46

91

.3

58

7.5

51

91

.2

12

0.0

00

91

.5

26

-1

.1

94

91

.5

50

-3

.0

18

91

.6

03

-5

.9

25

91

.6

26

-8

.8

69

94

.8

83

98

.6

00

-1

6.2

82

99

.3

82

-1

9.9

09

10

1.7

58

-2

1.8

81

10

2.8

39

-2

4.7

11

10

4.9

60

SLOPE LENGTH = 25.20m

88.00

89.00

90.00

91.00

92.00

93.00

94.00

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

105.00

106.00

107.00

0.0

0

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

0.0

0

-1

.0

0

-2

.0

0

-3

.0

0

-4

.0

0

-5

.0

0

-6

.0

0

-7

.0

0

-8

.0

0

-9

.0

0

-1

0.0

0

-1

1.0

0

-1

2.0

0

-1

3.0

0

-1

4.0

0

-1

5.0

0

-1

6.0

0

-1

7.0

0

-1

8.0

0

-1

9.0

0

-2

0.0

0

-2

1.0

0

-2

2.0

0

-2

3.0

0

-2

4.0

0

-2

5.0

0

-2

6.0

0

-2

7.0

0

0.0

00

91

.5

26

1.3

41

91

.4

65

3.6

53

91

.2

67

5.9

46

91

.3

58

7.5

51

91

.2

12

0.0

00

91

.5

26

-1

.1

94

91

.5

50

-3

.0

18

91

.6

03

-5

.9

25

91

.6

26

-8

.8

69

94

.8

83

-1

4.5

26

98

.6

00

-1

6.2

82

99

.3

82

-1

9.9

09

10

1.7

58

-2

1.8

81

10

2.8

39

-2

4.7

11

10

4.9

60

7

EXISTING PCCP

FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

END OF PACKAGE A

BEG.OF PACKAGE B

5M ANCHOR BAR

32MMØ @ 2.M O.C.

CROSS SECTION

K1827+260.00

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S




K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

CS

14

1827+260.00

0.0

00

91

.5

26

1.3

41

91

.4

65

3.6

53

91

.2

67

5.9

46

91

.3

58

7.5

51

91

.2

12

0.0

00

91

.5

26

-1

.1

94

91

.5

50

-3

.0

18

91

.6

03

-5

.9

25

91

.6

26

-8

.8

69

94

.8

83

98

.6

00

-1

6.2

82

99

.3

82

-1

9.9

09

10

1.7

58

-2

1.8

81

10

2.8

39

-2

4.7

11

10

4.9

60


88.00

89.00

90.00

91.00

92.00

93.00

94.00

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

105.00

106.00

107.00

0.0

0

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

0.0

0

-1

.0

0

-2

.0

0

-3

.0

0

-4

.0

0

-5

.0

0

-6

.0

0

-7

.0

0

-8

.0

0

-9

.0

0

-1

0.0

0

-1

1.0

0

-1

2.0

0

-1

3.0

0

-1

4.0

0

-1

5.0

0

-1

6.0

0

-1

7.0

0

-1

8.0

0

-1

9.0

0

-2

0.0

0

-2

1.0

0

-2

2.0

0

-2

3.0

0

-2

4.0

0

-2

5.0

0

-2

6.0

0

-2

7.0

0

0.0

00

91

.5

26

1.3

41

91

.4

65

3.6

53

91

.2

67

5.9

46

91

.3

58

7.5

51

91

.2

12

0.0

00

91

.5

26

-1

.1

94

91

.5

50

-3

.0

18

91

.6

03

-5

.9

25

91

.6

26

-8

.8

69

94

.8

83

-1

4.5

26

98

.6

00

-1

6.2

82

99

.3

82

-1

9.9

09

10

1.7

58

-2

1.8

81

10

2.8

39

-2

4.7

11

10

4.9

60

7

EXISTING PCCP

FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

CROSS SECTION

K1827+280.00

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S




K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

CS

15

1827+280

0.0

00

93

.2

82

2.6

96

93

.3

91

5.7

57

93

.3

85

0.0

00

93

.2

82

-2

.2

18

93

.1

49

-3

.2

93

93

.0

81

-5

.3

23

93

.1

75

-1

5.4

88

10

4.6

40

-2

0.2

89

10

6.0

45

-2

4.3

94

10

7.4

75

-2

7.2

38

10

7.7

04

91.00

92.00

93.00

94.00

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

105.00

106.00

107.00

108.00

109.00

110.00

0.0

0

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

0.0

0

-1

.0

0

-2

.0

0

-3

.0

0

-4

.0

0

-5

.0

0

-6

.0

0

-7

.0

0

-8

.0

0

-9

.0

0

-1

0.0

0

-1

1.0

0

-1

2.0

0

-1

3.0

0

-1

4.0

0

-1

5.0

0

-1

6.0

0

-1

7.0

0

-1

8.0

0

-1

9.0

0

-2

0.0

0

-2

1.0

0

-2

2.0

0

-2

3.0

0

-2

4.0

0

-2

5.0

0

-2

6.0

0

-2

7.0

0

-2

8.0

0

0.0

00

93

.2

82

2.6

96

93

.3

91

5.7

57

93

.3

85

0.0

00

93

.2

82

-2

.2

18

93

.1

49

-3

.2

93

93

.0

81

-5

.3

23

93

.1

75

-6

.4

96

94

.4

41

-1

5.4

88

10

4.6

40

-2

0.2

89

10

6.0

45

-2

4.3

94

10

7.4

75

-2

7.2

38

10

7.7

04

7

EXISTIN

G P

CCP


FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

CROSS SECTION

K1827+300

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S




K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

CS

16

1827+300

0.0

00

94

.5

36

2.4

61

94

.7

26

6.3

14

96

.6

90

8.5

48

98

.2

80

0.0

00

94

.5

36

-1

.2

08

94

.4

08

-4

.2

65

94

.0

83

-7

.3

88

93

.7

49

-1

3.9

29

10

2.0

77

-1

9.5

75

10

9.1

54

-2

4.4

14

10

9.6

35

91.00

92.00

93.00

94.00

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

105.00

106.00

107.00

108.00

109.00

110.00

111.00

112.00

0.0

0

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

0.0

0

-1

.0

0

-2

.0

0

-3

.0

0

-4

.0

0

-5

.0

0

-6

.0

0

-7

.0

0

-8

.0

0

-9

.0

0

-1

0.0

0

-1

1.0

0

-1

2.0

0

-1

3.0

0

-1

4.0

0

-1

5.0

0

-1

6.0

0

-1

7.0

0

-1

8.0

0

-1

9.0

0

-2

0.0

0

-2

1.0

0

-2

2.0

0

-2

3.0

0

-2

4.0

0

-2

5.0

0

-2

6.0

0

-2

7.0

0

0.0

00

94

.5

36

2.4

61

94

.7

26

6.3

14

96

.6

90

8.5

48

98

.2

80

0.0

00

94

.5

36

-1

.2

08

94

.4

08

-4

.2

65

94

.0

83

-7

.3

88

93

.7

49

-1

3.9

29

10

2.0

77

-1

9.5

75

10

9.1

54

-2

4.4

14

10

9.6

35

7

EX

IST

ING

PC

CP


FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

CROSS SECTION

K1827+320

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S




K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

CS

17

7

1827+320

0.0

00

94

.3

96

2.0

18

94

.5

27

3.4

62

94

.4

56

5.1

04

94

.4

25

6.1

88

94

.3

87

0.0

00

94

.3

96

-4

.8

03

93

.9

76

-6

.0

01

93

.8

16

-7

.1

77

93

.7

46

-1

6.5

17

10

4.3

38

-2

0.0

70

10

7.0

32

-2

3.0

74

10

8.6

87

-2

6.7

66

10

9.8

43


91.00

92.00

93.00

94.00

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

105.00

106.00

107.00

108.00

109.00

110.00

111.00

112.00

0.0

0

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

0.0

0

-1

.0

0

-2

.0

0

-3

.0

0

-4

.0

0

-5

.0

0

-6

.0

0

-7

.0

0

-8

.0

0

-9

.0

0

-1

0.0

0

-1

1.0

0

-1

2.0

0

-1

3.0

0

-1

4.0

0

-1

5.0

0

-1

6.0

0

-1

7.0

0

-1

8.0

0

-1

9.0

0

-2

0.0

0

-2

1.0

0

-2

2.0

0

-2

3.0

0

-2

4.0

0

-2

5.0

0

-2

6.0

0

-2

7.0

0

-2

8.0

0

-2

9.0

0

0.0

00

94

.3

96

2.0

18

94

.5

27

3.4

62

94

.4

56

5.1

04

94

.4

25

6.1

88

94

.3

87

0.0

00

94

.3

96

-4

.8

03

93

.9

76

-6

.0

01

93

.8

16

-7

.1

77

93

.7

46

-1

6.5

17

10

4.3

38

-2

0.0

70

10

7.0

32

-2

3.0

74

10

8.6

87

-2

6.7

66

10

9.8

43

-2

7.8

56

10

8.4

83

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

5M ANCHOR BAR

32MMØ @ 2.M O.C.

END OF PROJECT

END OF PACKAGE B

CROSS SECTION

K1827+321.00

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER II

REY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S




K1827+194 - K1827+321.00

ENGINEER II

REY D. TABADA


SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:



AND DESIGN SECTION


AND DESIGN SECTION



198

CS

18

7

1827+321.00

0.0

00

93

.2

23

1.9

32

93

.2

88

3.4

30

93

.1

64

4.7

33

93

.1

59

7.1

98

92

.9

88

0.0

00

93

.2

23

-1

.9

28

93

.1

44

-4

.7

62

92

.9

94

-6

.0

98

92

.8

72

-7

.2

13

92

.7

40

-1

4.1

21

99

.2

48

-2

1.6

75

10

3.8

69

-2

4.4

98

10

6.2

11

-2

7.1

28

10

4.4

19


90.00

91.00

92.00

93.00

94.00

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

105.00

106.00

107.00

108.00

109.00

0.0

0

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

0.0

0

-1

.0

0

-2

.0

0

-3

.0

0

-4

.0

0

-5

.0

0

-6

.0

0

-7

.0

0

-8

.0

0

-9

.0

0

-1

0.0

0

-1

1.0

0

-1

2.0

0

-1

3.0

0

-1

4.0

0

-1

5.0

0

-1

6.0

0

-1

7.0

0

-1

8.0

0

-1

9.0

0

-2

0.0

0

-2

1.0

0

-2

2.0

0

-2

3.0

0

-2

4.0

0

-2

5.0

0

-2

6.0

0

-2

7.0

0

-2

8.0

0

0.0

00

93

.2

23

1.9

32

93

.2

88

3.4

30

93

.1

64

4.7

33

93

.1

59

7.1

98

92

.9

88

0.0

00

93

.2

23

-1

.9

28

93

.1

44

-4

.7

62

92

.9

94

-6

.0

98

92

.8

72

-7

.2

13

92

.7

40

-1

4.1

21

99

.2

48

-1

7.5

94

10

2.0

06

-2

4.4

98

10

6.2

11

-2

7.1

28

10

4.4

19

FUTURE WIDENING

S

L

O

P

E

1

.

0

:

1

.

0

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

5M ANCHOR BAR

32MMØ @ 2.M O.C.

department of public works and highways€¦ · c.y. 2020 project detailed engineering design plan...

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