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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