BRIDGE I.D. : B00178BH

TITLE PAGE 01

08

SURVEYED BY :

RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

SHEET CONTENTS : DESIGNED BY : SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

JUNIBE C. FROILAN

OIC - ASSISTANT DISTRICT ENGINEER

MARIO M. MONTEJO DM, MNSA.

DISTRICT ENGINEER

F.Y. : 2017

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,

REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD ( Tagbilaran-Getafe Section )

K0101+173 - K0101+199.14

BRIDGE LENGTH: 26.14 L.M.

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL

0+006.00

0+002.00

0+004.00

0+008.00

0+010.00

0+012.00

0+014.00

0+016.00

0+018.00

0+020.11

UPS

TREA

M

KEY MAP

Luzon

THIS SITE

South

China

Sea

Mindoro

REGION VII

Palawan

Philippine

Sea

Mindanao

Luzon

Strait

Sulu Sea

Cebu

Panay

Negros

Siquijor

Samar

Cebu

BOHOL PROVINCE

N

e

g

r

o

s

O

r

i

e

n

t

a

l

Leyte

THIS SITE

BOHOL

Bohol

REGION VII MAP

0+000.00

N O T T O S C A L E

LOCATION MAP

PROJECT LENGTH DATA

LIMITS

STA.0+000 - STA.0+020.11 20.11 meters

LENGTH

LOCATION MAP, PROJECT LENGTH DATA, INDEX OF SHEET, TRAVERSE, KEY MAP, ANDVICINITY MAP

SHEET NO. SHEET CONTENTS

GENERAL ELEVATION, CROSS SECTIONS, GENERAL ELEVATION,

TITLE PAGE

INDEX OF SHEETS

GENERAL NOTES, SUMMARY OF QUANTITIES

SIDE DRAIN DETAILS, RIPRAP DETAILS, STAIR ELEVATION, SECTION THRU STAIRS

LONGITUDINAL SECTION 4

7 - 8 DETAILED CROSS SECTION - - - - - - STA.0+000 - STA.0+014

6

2

1

3

LOCATION MAP

PROJECT LENGTH DATA

INDEX OF SHEET

TRAVERSE

KEY MAP

VICINITY MAP

02

08

SURVEYED BY :

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

JUNIBE C. FROILANMARIO M. MONTEJO DM, MNSA

SHEET CONTENTS :DESIGNED BY :

PROJECT TITLE / LOCATION SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

DISTRICT ENGINEEROIC-ASST. DISTRICT ENGINEER

TALIBON , BOHOL

GROUP OF B-BOO'S

GROUP OF B-BOO'S

GROUP OF B-BOO'S

GEMELINA GEMELINA

SIGN

END GUARDRAILS

BEG G-RAILS

GUARDRAILS

GUARDRAILS

GUARDRAILS

DO

WN

STR

EAM

TOP EDGE PILE CUP

BM

01

BRIDGE 2nd APPROACHK0101+199.14

BRIDGE 1st APPROACHK0101+173

BEGINNING OF PROJECTSTA.0+000

END OF PROJECTSTA.0+020.11

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14

TYPICAL DETAIL OF PAVEMENT MARKING5

TALIBON, BOHOLPROJECT SITE

MAP PROVINCE OF BOHOL

MABINI

DUERO

UBAY

CANDIJAY

ALICIA

GUINDULMAN

TALIBON

SAN MIGUEL

JAGNA

( 94.00 KM )

DANAO

CARMEN

( 58.80 KM )

( 72.00 KM )

TRINIDAD

DAGOHOY

BIEN UNIDO

SIERRA BULLONES

PILAR

PRES. GARCIA

ANDA

SEVILLA

BUENAVISTA

( 36.00 KM )

( 76.50 KM )

( 51.00 KM )

SAGBAYAN

JETAFE

BATUAN

BATASAN I.

CATIGBIAN

( 35.267 KM )

CUAMING DACU

CLARIN

( 71.400 KM )

INABANGA

LOBOC

BAGUMBANUA I.

ISLA DE UBAY

PANGAPASAN I.

CORELLA

SAN ISIDRO

( 10.195 KM )

ISLAND

HAYA-AN

Pamilacan Island

( 39.000 KM )

CABASIHAN

ISLAND

MARIBOJOC

( 14.310 KM )

ISLAND

INANORAN

ISLAND

BUDLAAN

CALAPE

( 41.365 KM )

ANTEQUERA

MOCABOC I.

CATANG

ISLAND

TAGBILARAN CITY

CORTES

( 9.752 KM )

( 18.626 KM )

N

O

R

T

H

W

E

S

T

B

A

N

K

MAGCALINGAO

CASCATINO I.

CABAGAN I.

SIKATUNA

BALILIHAN

TUBIGON

( 16.568 KM )

( 21.856 KM )

( 53.557 KM )

ISLAND

CABILAO

LOON

( 28.228 KM )

SANDINGAN

ISLAND

S

A

N

-

A

N

G

P

A

S

S

PANGLAO

( 17.090 KM )

ISLAND

PANGANGAN

MARIBOJOC BAY

MANTATAO

( 40.90 KM )

BILAR

N

GARCIA HERNANDEZ

VALENCIA

DIMIAO

LILALOAY

( 242.150 km )

ALBUR

( 248.611 km )

BACLAYON

( 253.629 km )

DAUIS

( 3.326 km )

VICINITY MAP

1. ALL WORKS SHALL COMPLY WITH THE FOLLOWING:

- DPWH DESIGN GUIDELINES, CRITERIA AND STANDARDS,

VOLUME II

- STANDARD SPECIFICATION FOR HIGHWAY, BRIDGES &

AIRPORTS, 2013 EDITION.

- HIGHWAY SAFETY DESIGN STANDARD PART I & II.

2. UNLESS OTHERWISE SPECIFIED, DIMENSIONS ARE

EXPRESSED IN MILLIMETER WHILE DISTANCES AND

ELEVATION ARE IN TERMS OF METER.

3. THE THICKNESS OF THE CONCRETE PAVEMENT, AND

SUB BASE COURSE ARE RECKONED FROM A DESIGN

ANALYSIS IN CONFORMITY WITH THE PROVISIONS OF

DEPARTMENT ORDER No.22 SERIES OF 2011AND DEPART-

ORDER NO.137 SERIES OF 2014

4. PROPER CONNECTION SHALL BE PROVIDED AT THE

BEGINNING AND END OF THE PROJECT, WHEN NECESSARY

TO ENSURE A SAFE TRANSITION BETWEEN THE NEW AND

OLD / EXISTING PAVEMENT.

5. FIELD DATA OF THIS PROJECT IS BASED ON ACTUAL SURVEY

CONDUCTED BY THE SURVEY TEAM OF

THE DPWH BOHOL II DEO, UBAY, BOHOL.

6. THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS OF THE

NECESSARY ACCESSIBILITY AND ROAD SAFETY FACILITIES FOR PERSONS

WITH DISABILITY IN ACCORDANCE WITH D.O., 37 SERIES OF 2009

7. AS-STAKED PLAN SHALL BE PREPARED BY THE WINNING

CONTRACTOR BASED ON THE PRE-CONSTRUCTION SURVEY

JOINTLY CONDUCTED BY THE CONTRACTOR,IMPLEMENTING

OFFICE AND CONSTRUCTION SUPERVISION CONSULTANTS

(csc) IF THE PROJECT CALLS FOR CONSULTANCY SERVICES /

CONTRACTS.

8. IN ACCORDANCE WITH D.O. 28,SERIES OF 2015,UPON THE

ISSUANCE BY THE DPWH OF THE NOTICE TO PROCEED (NTP),

THE IMPLEMENTING OFFICE SHALL PROVIDE THE

CONTRACTOR AN EDITABLE ELECTRONIC COPY OF THE

APPROVED PLANS FOR THE PROJECT TO FACILITATE THE

PREPARATION BY THE CONTRACTOR OF THE AS-STAKED.

ANY DISPARITY BETWEEN THE AS-STAKED PLANS AND THE

APPROVED PLANS MAY SERVE AS THE BASIS FOR INITIAL

VARIATION ORDER.

9. "AS-STAKED PLAN " SHALL BE NEW SET OF PLAN

DEPICTING THE ACTUAL FIELD REQUIREMENT. IN ADDITION

STANDARD DRAWING (e.g) DESIGN PARAMETERS OF ROAD

GEOMETRIC DESIGN FOR HORIZONTAL AND VERTICAL

CURVES AND OTHER DRAWINGS WITHOUT CHANGES NEED

NOT BE REDRAWN IN THE PREPARATION OF AS-STAKED

PLAN. A COPY OF THE APPROVED ORIGINAL DESIGN PLAN

SHALL BE INCLUDED IN THE SUBMISSION OF THE AS-STAKED

PLAN " TO FACILITATE REVIEW / EVALUATION AND APPROVAL

OF THE LATTER.

10. PRIOR CLEARANCE FOR AUTHORITY SHALL BE SECURED

FROM THE REGIONAL DIRECTOR FOR PORTIONS INVOLVING

MAJOR CHANGES IN ROAD ALIGNMENT THAT WOULD ENTAIL/

SURMOUNT TO CERTAIN CHANGES ON THE ORIGINAL ITEMS

OF WORK.

SURVEYED BY :

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

JUNIBE C. FROILANMARIO M. MONTEJO DM, MNSA

SHEET CONTENTS :DESIGNED BY :

PROJECT TITLE / LOCATION SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

DISTRICT ENGINEEROIC-ASST. DISTRICT ENGINEER

TALIBON , BOHOL

GENERAL NOTES

SUMMARY OF QUANTITIES

03

08

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14

QUANTITIES

DESCRIPTIONITEM NO.

UNIT

REMARKS

AS PER PLAN

mo.

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

302(2)

310(a.3)BITUMINOUS CONCRETE SURFACE WEARING COURSE ( Hot-laid, 50mm)

5.63

1.00

264.00

0.1320

5.63

MOBILIZATION & DEMOBILIZATION

B.9

BITUMINOUS TACK COAT ( Emulsified Asphalt )

1.00PROJECT BILLBOARD / SIGNBOARD

B.5

B.7

OCCUPATIONAL SAFETY AND HEALTH PROGRAM

each

411(a)

150.00

BRIDGE PAINT ( Concrete Structure)

414(1)

1.00

505(5) 60.00

GROUTED RIPRAP CLASS "A"

l.m

8-1

15.00

ASPHALTIC PLUG JOINT

612(1) 100.00REFLECTORIZED THERMOPLASTIC PAVEMENT MARKINGS, (WHITE)

612(2) 75.00REFLECTORIZED THERMOPLASTIC PAVEMENT MARKINGS, (YELLOW)

mo.

L.S.

m.t.

m

2

L.S.

m

3

m

2

m

2

FORMS AND FALSEWORK

740(1)STRUCTURAL CONCRETE INJECTION AND CRACK BRIDGE

1016(2)BUILT-UP AND PREFORMED MEMBRANE ( Waterproofing on Bridge)

m

m

2

59.60

264.00

m

416(1)b200.07

CARBON FIBER SHEET BONDING ON CONCRETE GIRDERS ( 2 Layers,200

gms / sq. m. per layer)

101(6)

140.00

REMOVAL OF STRUCTURES AND OBSTRUCTION (CONCRETE)

m

3

m

2

101(3)b

264.00

REMOVAL OF EXISTING ASPHALT PAVEMENT(100mm THK.)

m

2

4-7(A)87.84

FORMS AND FALSEWORK

m

2

m

416(1)a

104.00CARBON FIBER PLATE BONDING ON CONCRETE GIRDERS

1.50

1.20

1.50

1.20

TYPICAL SECTIONSCALE 1:50 METERS

EXISTING BRIDGE

RIVER BED

1.00

1.50

VA

RIE

S

STAIRS

A3

1.50

SURVEYED BY :

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

JUNIBE C. FROILANMARIO M. MONTEJO DM, MNSA

SHEET CONTENTS :DESIGNED BY :

PROJECT TITLE / LOCATION SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

DISTRICT ENGINEEROIC-ASST. DISTRICT ENGINEER

TALIBON , BOHOL

LINK SLABBRIDGE 1st APPROACH

K0101+173

A

BRIDGE 2nd APPROACHK0101+199.14

B

EXISTING BRIDGE

O.W.L. = 10.54 meters

H.F.L. = 15.00 meters

O.G.L. = 8.00 meters

2.80 VA

RIE

S

RIPRAP

BERM

BRIDGE STAIRS

1.501.00

1.501.00

3.90

1.501.00

1.501.00

BERM

RIPRAP

BRIDGE STAIRS

1.50

EXISTING BRIDGE

A4

A3

LINK SLABBRIDGE 1st APPROACH

K0101+173

ABRIDGE 2nd APPROACHK0101+199.14

B

1.00

1.50

GENERAL PLANSCALE 1:120 METERS

A1

GENERAL ELEVATIONSCALE 1:120 METERS

A2

2.80

EXISTING BRIDGE1.501.00

1.501.00

LINK SLABBRIDGE 1st APPROACH

K0101+173

A

BRIDGE 2nd APPROACHK0101+199.14

B

O.W.L. = 10.54 meters

H.F.L. = 15.00 meters

O.G.L. = 8.00 meters

ITEM 104 = EMBANKMENT

ITEM 505 = GROUTED RIPRAP

1.501.00

1.501.00

LONGITUDINAL SECTIONSCALE 1:120 METERS

A4

GENERAL PLAN

GENERAL ELEVATION

LONGITUDINAL SECTION

TYPICAL SECTION

04

08

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14

NO PASSING LINES ON VERTICAL CURVESMETHOD OF LOCATING AND DETERMINING THE LIMIT

N T S

℄

PAVEMENT MARKING APPLICATION OF NO PASSING ZONES N T S

℄

TWO LANES PAVEMENT MARKING N T S

STRUCTURE

NO PASSING LINES ON HORIZONTAL CURVESMETHOD OF LOCATING AND DETERMINING THE LIMIT

N T S

TYPICAL DETAIL OF PAVE-

MENT MARKINGS

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

BOHOL II DISTRICT ENGINEERING OFFICEUBAY

REGION VII

BOHOL

5 8

MARIO M. MONTEJO DM, MNSA

JUNIBE C. FROILANRAIMUNDA M. LUMANTAS

ARCHIE B. DAPAR RITO L. LAROGA

TALIBON , BOHOL

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14

SURVEYED BY :

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

JUNIBE C. FROILANMARIO M. MONTEJO DM, MNSA

SHEET CONTENTS :DESIGNED BY :

PROJECT TITLE / LOCATION SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

DISTRICT ENGINEEROIC-ASST. DISTRICT ENGINEER

TALIBON , BOHOL

FACE OF ABUTMENT COPING

Grouted rip rap ( 150mm. - 250mm. stones )

75mm. Ø PVC weep holesstaggered O 2000mm. Each way

0.06mm of 20mm. gravel baggedin polyester non-woven filter cloth

@ each weep hole

1.50

1.00

SCALE 1:30 RIPRAP DETAILS

0.60

0.40

H =

VA

RIE

S

1.50

B2

SCALE 1 : 30

SIDE DRAIN DETAILS

SCALE 1:50E L E V A T I O N

SECTION THRU DRAIN

0.40

1.50

1.00

0.60

H =

VA

RIE

S

EXISTING GRND. LVL.

Grouted rip rap ( 150mm. - 250mm. stones )

1.00

H =

VA

RIE

S

EXISTING GRND. LVL.

2AB

SCALE 1 : 30

B3A

B1

0.30

SCALE 1:30

S E C T I O N

1.70

0.30

0.10

B3A

B2A

B1A

SCALE 1 : 30 STAIR ELEVATION

1.50

VA

RIE

S

BERM(Loose boulder apron)( 250mm. - 300mm. stones )

2.80

DOWNB3

0.80

2.80

H =

VA

RIE

S1.

30

0.40

1.503.901.00 L = VARIES

S C A L E 1 : 30

STAIR RIPRAP DETAILSB4

1.50

1.00

1.50

1.00

1.50

1.00

BERM(Loose boulder apron)( 250mm. - 300mm. stones )

SIDE DRAIN DETAILS

RIPRAP DETAILS

STAIR ELEVATION

SECTION THRU STAIRS

06

08

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14

OGE = 8.57

FGE = 8.57

000+000

OGE = 8.24

FGE = 8.24

000+003.27

OGE = 8.15

FGE = 8.15

000+006

OGE = 8.44

FGE = 8.44

000+013.02

OGE = 8.27

FGE = 8.27

000+012

OGE = 8.26

FGE = 8.26

000+010

0.00

/8.5

7

-3.7

1/8.

36

-7.5

5/7.

64

-10.

00/9

.45

-10.

81/1

0.00

-15.

79/1

1.85

-12.

46/1

0.82

2.42

/8.7

5

3.62

/9.8

5

6.77

/10.

05

0.00

/8.2

4

-10.

00/1

0.86

10.0

0/11

.42

2.93

/8.3

6

-6.4

0/7.

88

-12.

33/1

2.03

-11.

35/1

1.97

-13.

49/1

4.33

14.3

1/13

.06

0.00

/8.1

5

-10.

00/1

0.67

-13.

55/1

4.20

-12.

33/1

2.05

-11.

30/1

2.04

-7.3

5/8.

36

-6.0

9/7.

97

-3.0

1/7.

93

4.10

/8.2

6

8.16

/10.

00

9.96

/11.

69

12.6

5/14

.27

15.7

1/14

.25

0.00

/8.1

5

-10.

00/1

0.67

-13.

55/1

4.20

-12.

33/1

2.05

-11.

30/1

2.04

-7.3

5/8.

36

-6.0

9/7.

97

-3.0

1/7.

93

4.10

/8.2

6

8.16

/10.

00

9.96

/11.

69

12.6

5/14

.27

15.7

1/14

.25

-13.

31/1

4.40

-12.

34/1

2.08

-11.

34/1

1.96

-10.

00/1

0.97

-8.6

5/9.

98

-5.5

8/9.

14

-4.5

9/8.

56

0.00

/8.2

7

-1.3

8/8.

30

6.63

/8.1

3

8.81

/9.7

4

10.3

0/11

.90

11.4

3/12

.02

12.3

6/14

.09

0.00

/8.4

4

-4.1

9/8.

79

-7.9

3/10

.17

-10.

00/1

0.96

-9.1

3/10

.32

-12.

86/1

2.83

-11.

68/1

2.10

-16.

43/1

4.22

7.09

/8.1

2

9.27

/10.

00

10.4

9/11

.87

11.4

4/11

.94

12.3

3/14

.28 14

.06/

13.8

9

15.3

8/13

.90

0.00

/8.2

4

2.93

/8.3

6

DETAILED CROSS SECTIONSCALE 1:100 meters

DETAILED CROSS SECTION

STA.0+000 - STA.0+013.02

07

08

ELEV. 8.00

9.00

7.00

ELEV. 8.00

9.00

7.00

ELEV. 8.00

9.00

7.00

BEGINNING OF PROJECT

A = 4.89 m²

A = 0.00 m²

101(1)

505

A = 11.13 m²

A = 2.26 m²

101(1)

505

A = 6.92 m²

A = 3.83 m²

101(1)

505

A = 6.48 m²

A = 0.98 m²

101(1)

505

A = 5.66 m²

A = 0.91 m²

101(1)

505

A = 8.24 m²

A = 8.91 m²

101(1)

505

ELEV. 8.00

9.00

7.00

ELEV. 8.00

9.00

7.00

ELEV. 8.00

9.00

7.00

SURVEYED BY :

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

JUNIBE C. FROILANMARIO M. MONTEJO DM, MNSA

SHEET CONTENTS :DESIGNED BY :

PROJECT TITLE / LOCATION SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

DISTRICT ENGINEEROIC-ASST. DISTRICT ENGINEER

TALIBON , BOHOL

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14

OGE = 8.19

FGE = 8.19

000+018

OGE = 8.18

FGE = 8.18

000+020.11

0.00

/8.5

7

-3.7

1/8.

36

-7.5

5/7.

64

-10.

00/9

.45

-10.

81/1

0.00

-15.

79/1

1.85

-12.

46/1

0.82

2.42

/8.7

5

3.62

/9.8

5

6.77

/10.

05

10.0

0/10

.28

0.00

/8.1

8

-1.6

7/8.

15

-2.2

8/9.

85

-4.5

3/10

.45

-6.7

3/10

.45

-10.

00/1

1.98

SURVEYED BY :

Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION VIIBOHOL II DISTRICT ENGINEERING OFFICE

UBAY, BOHOL RITO G. LAROGA

ENGINEER II

ARCHIE B. DAPAR

ENGINEER II

( GEODETIC ENGINEER )

RAIMUNDA M. LUMANTAS

CHIEF, PLANNING AND DESIGN

JUNIBE C. FROILANMARIO M. MONTEJO DM, MNSA

SHEET CONTENTS :DESIGNED BY :

PROJECT TITLE / LOCATION SUBMITTED & REVIEWED BY : RECOMMENDING APPROVAL : APPROVED BY : SHEET NO.

DISTRICT ENGINEEROIC-ASST. DISTRICT ENGINEER

TALIBON , BOHOL

DETAILED CROSS SECTIONSCALE 1:100 meters

ELEV. 8.00

9.00

7.00

ELEV. 8.00

9.00

7.00

A = 5.85 m²

A = 0.00 m²

101(1)

505

A = 5.37 m²

A = 0.00 m²

101(1)

505

DETAILED CROSS SECTION

STA.0+018 - STA.0+020.11

08

08

CONSTRUCTION AND MAINTENANCE OF BRIDGES ALONG NATIONAL ROADS,REHABILITATION/ MAJOR REPAIR OF PERMANENT BRIDGES AT CANAWAYON

BRIDGE (B00178BH) ALONG TAGBILARAN NORTH ROAD SCA( Tagbilaran-Getafe Section)K0101+173 - K0101+199.14