REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC …...1. construction specifications all works...

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL III DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

TEOTIMO C. BAGHUCAN

CHIEF, PLANNING AND DESIGN SECTION

DATE:

SUBMITTED:

GUMER M. CASTILLO, DPA , ASEAN Eng..

ASSISTANT DISTRICT ENGINEER

DATE:

RECOMMENDED:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

APPROVED:

C.Y. 2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

CONVERGENCE AND SPECIAL SUPPORT PROGRAM - CONSTRUCTION/IMPROVEMENT

OF ACCESS ROADS LEADING TO TRADES, INDUSTRIES AND ECONOMIC

ZONES (ROADS LEVERAGING LINKAGES FOR INDUSTRY AND TRADE

INFRASTRUCTURE PROGRAM - ROLL-IT) - JCT. (TER) GABAYAN -

ANOLING (CANDIJAY) - INAGBUHAN - PILAR ROAD IN SUPPORT OF

AGRIBUSINESS INDUSTRY, CANDIJAY, BOHOL, PACKAGE II

CANDIIJAY, BOHOL

STA. 0+000.00 - STA. 2+263.00

NET LENGTH: 2,263.00 m.

THE REPUBLIC OF THE PHILIPPINES

Luzon Strait

South china sea

Philippine SeaLuzon

Samar

Mindoro

Sulu Sea

Palawan

Mindanao

Leyte

BoholCebu

Negros Oriental

Panay

K E Y M A P

THIS SITE REGION VII

N

S

EW

Siquijor

Bohol

Cebu

SiquijorREGION VII MAP

THIS SITE BOHOL PROVINCE

N

S

EW

ANDAGUINDULMAN

CANDIJAY

DUERO

JAGNAGARCIA HERNANDEZVALENCIADIMIAOLILALOAY

ALBURQUERQUE

LOBOC

SEVILLABILAR

BATUAN

CARMENSIERRA BULLONES

PILAR

DAGOHOYALICIA MABINI

DANAO

SAGBAYAN

UBAY

SIKATUNA

BALILIHAN

N

S

EW

THIS SITE

V I C I N I T Y M A P

PROJECT NAME AND LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.DRAFTED:

2

2

12

LOCATION MAP, KEY MAP,

REGION VII MAP

VICINITY MAP,

PERSPECTIVE

PREPARED:

EUGENIO S. CAGAMPANG, JR.

ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III

CHIEF PLANNING & DESIGN SEC.

DATE :

DATE :

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE :

Republic of the Philippines


Regional Office VII


Guindulman , Bohol

C.Y. 2021 PROJECT


CONVERGENCE AND SPECIAL SUPPORT PROGRAM -

CONSTRUCTION/IMPROVEMENT






CANDIIJAY, BOHOL

INDEX OF SHEETS

SHEET NO. SHEET CONTENTS

1TITLE PAGE

2

LOCATION PLAN, PROJECT LENGTH DATA, INDEX OF SHEET,

3

HEADWALL DETAILS

7TYPICAL CANAL AND SLOPE PROTECTION

10

KEY MAP, LOCATION MAP AND VICINITY MAP

SECTION NO. L I M I T S

STA. 0+000.00 - STA. 2+263.00

PROJECT LENGTH DATA

LENGTH ( m )

270.00

L O C A T I O N P L A N

N O T T O S C A L E

5

GENERAL NOTES (HIGHWAY COMPONENT)

9

TRAFFIC MANAGEMENT

TYPICAL OF ROADWAY SECTION

TOTAL . . . .

SUMMARY OF QUANTITIES

4

6

270.00

8STANDARD PCCP DETAIL OF SUPERELEVATION AND WIDENING.

11(11 - 14) PLAN & PROFILE

GUMER M. CASTILLO , DPA, ASEAN Eng..


12(15 - 28) DETAILED CROSS SECTION

STANDARD DETAIL OF VERTICAL AND HORIZONTAL CURVE AND WIDENING ON CURVE

END

BEGINNING

N

S

EW

PROJECT NAME AND LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.DRAFTED:

3

3

12



PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

MAGITING A. CRUZ

DISTRICT ENGINEER



ITEM

DESCRIPTIONUNIT

QUANTITY

REMARKS

200(1) Aggregate Subbase Course

/PLANNO.

l.m.101(4)a1 Removal of Actual Structures/Obstruction, 610mm DIA RCPC 66.00

cu.m.3,886.27

( 200mm thick )

104(2)aEmbankment From Borrow, Common Soil

cu.m.

114.59

B.5

Occupational Safety And Health Programl.s. B.7(1)

Project Billboard / Sign Board

B.8(1)Traffic Management

each 2.00

mos.

A.1.1(8)Provision Of Field Office For The Engineer

(Rental Basis) mos.

A.1.1(11)

Provision Of Furniture/Fixtures Equipment &

1.00

Appliances For The Field Office For The Engineer l.s.

A.1.1(16)Operation & Maintenance Of Field Office

For The Engineer mos.

1.00

B.9Mobilization And Demobilization

l.s.

311(1)e1 Portland Cement Concrete Pavement 15,162.10sq.m.

(Unreinforced)(0.28 m Thk.) 14 Days

( 280mm thick )

7.00

7.00

1.00

7.00

cu.m.

103(6)a Pipe Culvert and Drain Excavation, Common Soil

872.52103(1)a Structure Excavation, Common Soil

505(2)a Grouted Riprap, Class "A"

cu.m.4,338.51

cu.m.102(2) Surplus Common Excavation7,060.69

A.1.2(1)Provision of 4x4 Pick Up Type Service Vehicle

For The Engineer, To be Turn-over to DPWH each

1.00

404(1)a Reinforcing Steel, Grade 40

kg.149,843.23

405(1)a2 Structural Concrete, Class "A" 20.68MPa, 14days

cu.m.2,017.77

500(1)a3 Pipe Culverts, 910 mm DIA. Class II RCPC

l.m.146.00

cu.m.

4.15

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

PROJECT NAME AND LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

DRAFTED:

GENERAL NOTES

SHEET NO.

4

12

4

SET NO.

( HIGHWAY COMPONENT )

GENERAL NOTES

1. CONSTRUCTION SPECIFICATIONS

ALL WORKS SHALL COMPLY WITH THE DPWH STANDARDS SPECIFICATIONS FOR

HIGHWAYS, BRIDGES AND AIRPORTS, VOLUME 1I, 2013 EDITION; INCLUDING OTHER

SPECIFICALLY PREPARED FOR THIS PROJECT.

2. PROJECT CONTROLS AND REFERENCES

HORIZONTAL CONTROLS FOR THE PROJECT WITH CORRESPONDING ELEVATIONS

AND DESCRIPTIONS ARE AS SHOWN ON THE PLANS.

VERTICAL CONTROLS FOR THE PROJECT WITH CORRESPONDING ELEVATIONS

AND DESCRIPTION ARE AS SHOWN ON THE SAME DRAWINGS.

3. DIMENSIONS

LINEAR MEASUREMENTS OF STRUCTURES IN DETAILED DRAWINGS ARE IN

MILLIMETERS WHILE DISTANCES AND ELEVATIONS ARE IN METERS.

4. ELEVATIONS AND GRADES

ELEVATIONS AND FINISHED GRADES AS DESCRIBED IN THE ROAD PROFILES

ARE RECKONED ALONG THE CENTERLINE.

5. HORIZONTAL TRANSITIONS

HORIZONTAL TRANSITIONS FOR ROADWAY TAPERINGS / WIDENINGS SHALL

BE APPLIED AS SHOWN ON THE PLANS.

6. REMOVAL OF EXISTING STRUCTURES AND

OBSTRUCTION

RESPECTED OWNERS WILL BE GIVEN PRIORITY TO TAKE ACTION IN THE

REMOVAL OF THEIR HOUSES FENCES, ELECTRICAL POLES AND OTHER UTILITIES.

PORTIONS OF EXISTING UTILITIES SUCH AS POWER LINES, WATER MAINS,

ETC. THAT MAY OBSTRUCT THE CONSTRUCTION OF THIS PROJECT, SHALL BE

RELOCATED BY THE INTITY OR OWNERS CONCERNED. EXTREME

PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE

ANY PORTION OF THE EXISTING PUBLIC UTILITIES DURING

CONSTRUCTION.ANY DAMAGE THEREOF SHALL BE IN THE ACCOUNT OF THE

CONTRACTOR.

RELOCATION OF ANY GROUND UTILITY STRUCTURES SHALL BE SUCH THAT IT

WILL NOT CAUSE OBSTRUCTION NOR CONFLICT TO VEHICULAR AND PEDESTRIAN

TRAFFIC MOVEMENT.

7. ROAD CONNECTIONS AND PRIVATE ENTRANCES

ROAD CONNECTIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR AS SHOWN ON THE PLANS OR

AS DIRECTED BY THE ENGINEERS IN SUCH A MANNER AS TO INSURE PROPER CONNECTION AND RIDING

QUALITY.

9. DRAINAGE STRUCTURES

EXACT LOCATIONS, OUTFALLS, SLOPES, INVERT ELEVATIONS AND LEVEL OF THE DRAINAGE STRUCTURES

SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENTS MAYBE MADE AT

HIS DIRECTION TO SUIT ACTUAL FIELD CONDITIONS.

10.DESIGN DATA / REFERENCES

ENGINEERING / GEODETIC SURVEYS UNDERTAKEN BY THE DPWH - 3RD ENGINEERING DISTRICT

AND THE REFERENCES OF PLANS ARE BASED ON STANDARD.

11. ROAD SIGNAGES / PAVEMENTS MARKINGS

REFLECTORIZED THERMOPLASTIC PAVEMENT MARKINGS TO BE USED IN THE PROJECT SHALL BE IN

ACCORDANCE WITH THE DPWH - DEPARTMENT ORDER NO. 202, SERIES OF 1992 BEARING THE SUBJECT

"USE OF REFLECTORIZED THERMOPLASTIC PAVEMENT MARKINGS."

PROVISIONS OF BATAS PAMBANSA BILANG 344 (ACCESSIBILITY LAW AND ITS IMPLEMENTING RULES AND

REGULATIONS) MUST BE OBSERVED WHENEVER NECESSARY.

12. MISCELLANEOUS STRUCTURE

THE NECESSARY DRAWINGS CONTAINED IN THE DPWH STANDARD DRAWINGS FOR ROADS AND BRIDGES

SHALL BE UTILIZED FOR THE PROJECT UNLESS OTHERWISE A MORE DETAILED DRAWING IS SPECIFIED

AND / OR AND APPROVED.

BEFORE THE START OF ACTUAL CONSTRUCTION THE "AS STAKED PLAN" SHOULD BE SUBMITTED TO THE

DISTRICT OFFICE IN ORDER THAT IMMEDIATE STEPS MAYBE UNDERTAKEN TO CORRECT OR ADJUST

WHATEVER APPRECIABLE DEVIATION THERE MAYBE FROM THE ORIGINAL PLAN.

13. STANDARD DRAWINGS

8. GUIDELINES ON THE USE OF DOWEL BARS

ALL TRANSVERSE JOINTS SHALL BE PROVIDED WITH DOWEL BARS IN ACCORDANCE WITH DEPARTMENT

ORDER 40,SERIES OF 2014,RE: PRESCRIBING MINIMUM DESIGN STANDARD FOR PORTLAND CEMENT

CONCRETE PAVEMENT(PCCP) IN ARTERIAL AND SECONDARY NATIONAL ROADS AND ACCESS ROADS

LEADING TO PORTS

14. ALL ROADS INFRASTRUCTURE AND RELATED FACILITIES ARE GENDER RESPONSIVE.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

MAGITING A. CRUZ

DISTRICT ENGINEER



C.Y. 2021 PROJECT









CANDIIJAY, BOHOL


DRAFTED:

SHEET NO.

5

12

5

SET NO.

TYPICAL OF ROADWAY SECTION

TYPICAL ROADWAY SECTION

SCALE 1: 50 M

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

TABLE OF SLOPE RATIOS AND SLOPE CUT AND FILL

APPROXIMATE SLOPE RATIOS

HEIGHT OF

SLOPE(m)

NATURE OF

MATERIAL

CUT SLOPE

RATIO

REMARKS

0.0 TO

1.0

1.1 TO

1.0

1.1 TO

2.0

OVER 2.0

OVER 2.0

EARTH

EARTH

SOFT ROCK,CORAL

SHALE CEMENTED GR.

EARTH

SOFT ROCK,CORAL

SHALE CEMENTED GR.

4 : 1

FILL SLOPE

RATIO

4 : 1

2 : 1 2 : 1

VARIES FROM

1 TO 1 : 1

2 : 1

1/ 1/2 : 1 1/ 1/2 : 1

VARIES FROM

1/2 : 1 TO 1 : 1

CUT SLOPE STAKE WILL

DEPEND UPON STABILITY

OF MATERIAL

1/2 : 1

CUT SLOPE STAKE WILL

DEPEND UPON STABILITY

OF MATERIAL

TABLE FOR SHOULDER SLOPE "S"

( HIGH SHOULDERS)

" e "" s "

3

4

5

6

7

8

3

3

2

1

0

-1

PAVEMENT DESIGN PARAMETERS

CBR

M

R

CESAL

PSI

R

S

o

P

t

S'

C

k

Z

R

DESIGN YRS.

THK. PCCP

28 %

10,500 psi

97 %

6.500x10^6

0.35

2.5

2.00

750

175

'-1.881

20

230 mm

ITEM NO. 104(2)a - EMBANKMENT, FROM BORROW

ITEM NO. 311(1)c1 - (230 mm thk.) PORTLAND CEMENT CONCRETE

PAVEMENT (UNREINFORCED 14 DAYS

ITEM NO. 200(1) - (200 mm thk.) AGGREGATE SUBBASE COURSE

MAGITING A. CRUZ

DISTRICT ENGINEER

CU

RV

E =

LE

FT

3.05 m 3.05 m1.50 m

C / L

W= 1.05 m1.50 m

SHOULDER SHOULDER

SU

PE

RE

LEV

ATIO

N -

e = 0

.04 m

/m

ITEM NO. 311(1)c1 - (230 mm thk.) PORTLAND CEMENT CONCRETE PAVEMENT

ITEM NO. 200(1) - (200 mm thk.) AGGREGATE SUBBASE COURSE

(UNREINFORCED) 14 DAYS

ORIGINAL GROUND

ITEM NO. 102.(2) - SURPLUS COMMON EXCAVATION.

3.05 m 3.05 m1.50 m

C / L

W=1.05m1.50 m

SHOULDER SHOULDER

SU

PE

RE

LEV

ATIO

N -

e = 0

.05 m

/m

CU

RV

E =

LE

FT

ITEM 103(1)a - Structure Excavation , Common Soil

ITEM NO. 102.(2) - SURPLUS COMMON EXCAVATION.

ITEM 505(2)a - GROUTED RIPRAP CLASS ''A''

WHEEPHOLE STAGGERED (1.5m - 2.0m)

4" dia. PVC.



S

L

O

P

E

1

:

1

0.60m

0.40m

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

200

15

0

15

0

150

B

A

T

T

E

R

3

:1

2

S E C T I O N 4A

SCALE NTS

20

0

C

L

F

1

5

0

2-12mm Ø

12mm Ø @ 300

EACHWAYS

W/2 E

3

5

L

4

A

P L A N (TYPE -1)

SCALE NTS

W/2 E

3A

ID

GROUND LINE

15

01

50

W

t t

2-12mm Ø

12mm Ø @ 300

EACHWAYS

45

0H

VA

RIE

S T

O S

UIT

LO

CA

L

CO

ND

IT

IO

NS

SECTIONAL ELEVATION (TYPE -1)

SCALE NTS

5-12mm Ø

5-12mm Ø

200

15

0

15

0

20

0

I.D

.1

50

45

0

2-12mm Ø

200

2-12mm Ø

100

H

VA

RIE

S T

O S

UIT

LO

CA

L

CO

ND

IT

IO

NS

USE TABLE NO. 1 FOR 1.5:1 SLOPES

USE TABLE NO. 2 FOR 4:1 SLOPES

7

5

1

5

0

F

S E C T I O N 3A

SCALE NTS

2

0

0

PERSPECTIVE

SCALE NTS

GENERAL NOTES:

SPECIFICATIONS:

STANDARD SPECIFICATIONS FOR HIGHWAY

AND BRIDGES.

DESIGN DATA:

CONCRETE:

ALL CONCRETE TO BE CLASS"A"

ALL EXPOSED CORNERS TO BE CHAMFERED 20mm

EXPOSED SURFACES TO HAVE ORDINARY FINISH

REINFORCING STEEL:

ALL REINFORCING STEEL TO BE DEFORMED BARS

OF STRUCTURAL OR INTERMEDIATE GRADE

MULTIPLE PIPES TO BE SET WITH LONGITUDINAL

CENTERLINES 1-2/3 DIAMETERS OF PIPE APART.

SKEWED PIPES:

DIMENSIONS"W" TO BE INCREASED TO TAKE CARE

OF INCREASED WITH OR LENGTH DUE TO SKEW OR

MULTIPLE PIPES.

TOPS OF HEADWALL, ON GRADE CULVERTS SHALL

BE PLACED PARALLEL TO PROFILE GRADE WHEN THE

GRADES ARE 30% MORE QUANTITIES SHOWN IN

TABLES ARE FOR ONE HEADWALL ONLY.

1/3

D

1/3

D

1/3

D

30

03

00

D

Ø

B

A

C

PLAN C 90°

TABLE 1 - FLARED F TYPE HEADWALLS FOR 0.46m to 0.91m PIPES (1.5:1 SLOPES)

DIA & THK OF PIPE(mm)

INT. DIA.

ID

MIN. THK. SHELL "Y"

MACHINE

MADE

HAND

MADE

460

610

760

910

50

60

76

80

76

90

100

110

L E F

690 380 570

960 530 800

1250 610 1030

1510 840 1260

AREA OF

WATERWAY

sq.m.

DIMENSIONS (mm)

W

mm

FLARED TYPE

CONC.

(cu.m.)

STEEL

(kg.)

SINGLE PIPE

AREA OF

WATERWAY

W

mm

FLARED TYPE

CONC.

(cu.m.)

STEEL

(kg.)sq.m.

DOUBLE PIPE

0.13

0.23

0.36

0.51

610

760

910

1070

0.55

0.82

1.14

1.55

12.70

15.87

19.95

24.94

0.26

0.46

0.71

1.03

1370

1780

2180

2590

0.78

1.16

1.65

2.22

21.77

24.94

31.75

47.62


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

DETAILED CROSS SECTION

11

MAGITING A. CRUZ

DISTRICT ENGINEER



C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

ESTIMATED QUANTITIES PER LINEAR METER

ITEM UNIT QUANTITY

(canal with cover)

REINFORCING STEEL

CEMENT GROUT

TYPE DS (C) -A

SCHEDULE OF REINFORCEMENT PER ONE METER STRIP ( H=600mm )

BAR TYPE BAR SIZE

1

3

4

16mmO

16mmO

16mmO

NO. OFPIECES

10

10

4

LENGHT mm

934

1,000

2,600

TOTALLENGHT

9,340

10,000

10,400

UNITWEIGHT

1.579

TOTALWEIGHT(KG)

14.75

15.79

4.10

m3

kg

m3

0.445

45.28

0.0022

0.1

5

0.15 0.60 0.15

0.80

0.5

0

0.6

0

0.1

5

0.9

0

0.6

0

0.0050.005

0.15

0.15

16mmO

16mmO

SOLID

16mmO

16mmO

NOTE: 5 PVC DRAIN HOLES @ EVERY FIFTH CANAL LINING COVER

0.90

SECTIONAL PLAN OF COVER

CONCRETE

0.150.15

CLASS "A" CONCRETE

1.579

1.579

2 16mmO 8 674 5,392 1.579 10.64

bar-2

bar-1

bar-4

bar-3

(canal with cover)

ESTIMATED QUANTITIES PER LINEAR METER

ITEM UNIT QUANTITY

REINFORCING STEEL

CLASS "A" CONCRETE

kg

m3

46.64

0.99(including foundation)

SCHEDULE OF REINFORCEMENT PER ONE METER STRIP (H= 3.0 m)

BAR TYPE BAR SIZE NO. OFPIECES

LENGTH mm

TOTALLENGTH

UNITWEIGHT

TOTALWEIGHT(KG)

1

2

16mmO 14 14,0001,000 1.579 22.106

3,71316mmO 2.5 9,282 14.6571.579

3 1,34012mmO 2.5 3,350 2.9750.888

TOTAL = 46.642

4 1,00012mmO 4 4,000 3.5520.888

5 1,51012mmO 2.5 3,775 3.3520.888

0.60

0.30

0.25

SLOP

E =

2:1

0

.

2

0

0.50

3.00

200MM THK. CONCRETE

SLAB W/ 16MM Ø (BAR 2)

VERT. REINFORCING BARS

AND 14-16MM Ø (BAR 1)

HORIZONTAL BARS

SPACED @ 400MM O.C.

B.W.

4-16MM Ø (BAR 1) REINFORCING BARS W/

12MM Ø (BAR 3) TIES SPACED @ 400MM

4-12MM Ø (BAR 4) REINFORCING BARS W/

12MM Ø (BAR 5) TIES SPACED @ 400MM

TOTAL = 45.28


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


11

MAGITING A. CRUZ

DISTRICT ENGINEER



C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

ITEM 311(1)c1, (0.23M THK.)

ITEM 200

4.00 M

DETAIL OF RAMP APPROACH

SCALE:

1:50M

12 "

12 "

5/8" O x 24" TIE BAR

1/2 " RADIUS

FIRST SLAB

LONGITUDINAL CONSTRUCTION OR CONTACT JOINT

( TO BE USED FOR HALF WIDTH OR LANE AT A TIME CONSTRUCTION )

/

0.0254

a

a

0.06

T

0.250.25

28 mm x 0.60 m DOWEL BAR

1/2 " RADIUS

T

(0.30 m O.C.) TO BE PAINTED

WITH RED LEAD AND THEN

GREASED

F

F

SEE DETAIL JOINT

BUTT TRANSVERSE CONSTRUCTION OR CONTACT JOINT

( TO BE PLACED ONLY AT LOCATION OF WEAKENED PLANE JOINT)

WEAKENED PLANE JOINT USED IN HALF WITH CONSTRUCTION

SECTION B - B

( TYPE TO BE USED SHALL BE AS SPECIFIED )

TIE BAR

DETAILED OF CONCRETE SLAB

AGGREGATE SUBBASE

SUBGRADE

TIEBARS

SURFACE TEXTURE

TRANSVERSE JOINT

CONCRETE MATERIALS

SLAB THICKNESS

DOWEL BARS

SURFACE SMOOTHNESS

LONGITUDINAL JOINT

COURSE

NOTES:

1. CONSTRUCTION ( CONTRACT ) JOINT ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS POURED

RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT.

2. AT THE CONSTRUCTION JOINTS, (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO CONCRETE

3. THE BARS SHALL BE DEFORMED STEEL BARS.ALL DOWEL SHALL BE SMOOTH, ROUND STEEL BARS FREE FROM

4. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL

AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE.

FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB.

BE USED FOR THE WHOLE PROJECT.

5. MATERIAL FOR THE DEFORMED METAL PLATE SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF BLACK IRON

FREE FROM RUST AND KINKS.

6. AT LEAST SIX ( 6 ) SUCCESIVE DOWEL BUTT JOINTS AT NORMAL SPACING, SHALL BE PROVIDED BEFORE OR

7. THE GROOVE OR CRACK ABOVE JOINT ( LONGITUDINAL OR TRANSVERSE ) SHALL BE SEALED WITH 30-50

PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER BASE SEALING COMPOUND AFTER THE

CONRETE HARDENS AND BEFORE OPENING THE PAVEMENT TO TRAFFIC.

8. ALL TRANSVERSE JOINT, EXCEPT CONSTRUCTION JOINTS , SHALL BE CONTINUOUS FROM EDGE TO EDGE.

9. ALL LONGITUDINAL JOINTS MET AT INTERSECTIONS WITH NO GAPS OR OFFSETS.

10. DOWEL EXPANSION JOINT SHALL BE PLACED WITH INTERVAL OF 90 METERS, UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

11. ALL DIMENSIONS ARE IN METERS EXCEPT WHERE OTHERWISE MENTIONED IN IMPERIAL UNITS.

TRANSVERSE CONSTRUCTION (CONTACT ) JOINT SHALL BE PROVIDED AT THE END OF ANY RUN WHERE

LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY ( 30 ) MINUTES OR LONGER.

TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR AT LOCATION OF WEAKENED PLANE JOINTS

SHOULD BE BUTT JOINTS WITH DOWELS IF THE JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKEND

JOINT INTERVAL ( 1.50 m TO 3.00 m. ) IT SHOULD BE KEYED JOINTS WITH THE BARS.

DEFORMED TIE BAR16mm Ø x 600 @600

ONE HALF OF THE LENGTHSHALL BE PAINTED WITHAPPROVED RED LEAD ANDTHEN GREASED.28mmØ x 600 @ 300 O.C.PLAIN DOWEL BARS

SECT

ION

1


FORMED GROOVE WITH KEYWAYSFILL WITH POURED JOINT FILLER

PLAIN DOWEL BAR 28mm Ø x 600 @600

SAWED GROOVE WITH POURED JOINT FILLER( @ 4.5m INTERVAL OR AS DIRECTED BY THE ENGINEER)



METAL DOWEL CAP GAUGE NO. 1828mm INSIDE DIAMETER BE PLACEDON EACH DOWEL BAR ON ALTERNATE END

HALF OF THE BAR ON THE SIDE OFMETAL DOWEL CAP SHALL BE PAINTEDWITH RED LEAD AND THEN GREASED

20mm PREMOLDEDEXPANSION FILLER

LINE SHOWING TRANSVERSECONSTRUCTION JOINT AT LOCATIONOF WEAKENED PLANE JOINT

TRANSVERSE CONSTRUCTION JOINT

LANE SHOWING TRANSVERSECONSTRUCTION JOINT AT MIDDLETHIRD OF NORMAL JOINT INTERVAL

DEFORMED TIE BAR16mm Ø x 600 @ 600 O.C.

LONGITUDINAL JOINT

TRANSVERSE CONSTRUCTION JOINTOF WEAKENED PLANE JOINT

PLAIN DOWEL BAR28mm Ø x 600 @ 300 O.C.

SECTION NOT TO SCALE

(KEYED TRANSVERSE CONSTRUCTION ON CONTACT JOINT )

DETAIL "C"NOT TO SCALE

DETAIL "B"NOT TO SCALE

DETAIL "A"NOT TO SCALE

SECTION I(LONGITUDINAL JOINT)

NOT TO SCALE

CONTACT JOINT(HALF LANE PAVING)

SECTION II (TRANSVERSE JOINT)NOT TO SCALE

DETAILS OF BAR SPACING ALONG CURVES

DETAILS OF EXPANSION JOINT (DOWELED) AT CERTAIN INTERSECTIONS AND STRUCTURESNOT TO SCALE

DETAILS OF JOINTS IN RIGID PAVEMENT NOT TO SCALE

DETAIL OF SIDE FORMS

METAL SIDE FORM

ROOFING NAIL@ 600mm O.C.

METAL SIDE FORM

SAWED JOINT(2 LANE PAVING)

CONTRACTION JOINT CONSTRUCTION JOINT

TYPICAL PLAN OF TWO LANE PAVEMENTNOT TO SCALE

25

SEEDETAIL "A"

SEEDETAIL "C"

SEEDETAIL "B"

SEEDETAIL "D"

SECTION II

28mmØ PLAINDOWEL BAR @300 O.C.

12

5

12

5

25

a

12

5

12

5

1FE-5

1FE-5

1DE-5

1CE-5

LONGITUDINALJOINT

4500 4500

1500

MINIMUM

300 300

(TRANSVERSE AND LONGITUDINALCONSTRUCTION OR CONSTRUCTION JOINT)

(WEAKENED PLANE JOINT USEDIN HALF WIDTH CONSTRUCTION)

1BE-5

1DE-5

300 300

(BUTT TRANSVERSE CONSTRUCTIONOR CONTRACT JOINTS)

FIRST SLAB

WOODEN SIDE FORM

SIZE AND LENGTH OF DOWEL /TIE BARS

TYPE PCCP THICKNESS

( mm )

SIZE

( mm )

LENGTH

( mm )

SPACING

( mm )

DEFORMED

TIE BAR

200 600

230

16 600 600

DOWEL

ROUND BAR

200

25

600 300

230 28

600 300

280 32

600

300

16 600

ITEM 311(1)c1, (0.23M THK.)

ITEM 200

4.00 M

DETAIL OF RAMP APPROACH

SCALE:

1:50M

12 "

12 "

5/8" O x 24" TIE BAR

1/2 " RADIUS

FIRST SLAB

LONGITUDINAL CONSTRUCTION OR CONTACT JOINT

( TO BE USED FOR HALF WIDTH OR LANE AT A TIME CONSTRUCTION )

/

0.0254

a

a

0.06

T

0.250.25

28 mm x 0.60 m DOWEL BAR

1/2 " RADIUS

T

(0.30 m O.C.) TO BE PAINTED

WITH RED LEAD AND THEN

GREASED

F

F

SEE DETAIL JOINT

BUTT TRANSVERSE CONSTRUCTION OR CONTACT JOINT

( TO BE PLACED ONLY AT LOCATION OF WEAKENED PLANE JOINT)

WEAKENED PLANE JOINT USED IN HALF WITH CONSTRUCTION

SECTION B - B

( TYPE TO BE USED SHALL BE AS SPECIFIED )

TIE BAR

DETAILED OF CONCRETE SLAB

AGGREGATE SUBBASE

SUBGRADE

TIEBARS

SURFACE TEXTURE

TRANSVERSE JOINT

CONCRETE MATERIALS

SLAB THICKNESS

DOWEL BARS

SURFACE SMOOTHNESS

LONGITUDINAL JOINT

COURSE

NOTES:

1. CONSTRUCTION ( CONTRACT ) JOINT ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS POURED

RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT.

2. AT THE CONSTRUCTION JOINTS, (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO CONCRETE

3. THE BARS SHALL BE DEFORMED STEEL BARS.ALL DOWEL SHALL BE SMOOTH, ROUND STEEL BARS FREE FROM

4. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL

AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE.

FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB.

BE USED FOR THE WHOLE PROJECT.

5. MATERIAL FOR THE DEFORMED METAL PLATE SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF BLACK IRON

FREE FROM RUST AND KINKS.

6. AT LEAST SIX ( 6 ) SUCCESIVE DOWEL BUTT JOINTS AT NORMAL SPACING, SHALL BE PROVIDED BEFORE OR

7. THE GROOVE OR CRACK ABOVE JOINT ( LONGITUDINAL OR TRANSVERSE ) SHALL BE SEALED WITH 30-50

PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER BASE SEALING COMPOUND AFTER THE

CONRETE HARDENS AND BEFORE OPENING THE PAVEMENT TO TRAFFIC.

8. ALL TRANSVERSE JOINT, EXCEPT CONSTRUCTION JOINTS , SHALL BE CONTINUOUS FROM EDGE TO EDGE.

9. ALL LONGITUDINAL JOINTS MET AT INTERSECTIONS WITH NO GAPS OR OFFSETS.

10. DOWEL EXPANSION JOINT SHALL BE PLACED WITH INTERVAL OF 90 METERS, UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

11. ALL DIMENSIONS ARE IN METERS EXCEPT WHERE OTHERWISE MENTIONED IN IMPERIAL UNITS.

TRANSVERSE CONSTRUCTION (CONTACT ) JOINT SHALL BE PROVIDED AT THE END OF ANY RUN WHERE

LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY ( 30 ) MINUTES OR LONGER.

TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR AT LOCATION OF WEAKENED PLANE JOINTS

SHOULD BE BUTT JOINTS WITH DOWELS IF THE JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKEND

JOINT INTERVAL ( 1.50 m TO 3.00 m. ) IT SHOULD BE KEYED JOINTS WITH THE BARS.


ONE HALF OF THE LENGTHSHALL BE PAINTED WITHAPPROVED RED LEAD ANDTHEN GREASED.28mmØ x 600 @ 300 O.C.PLAIN DOWEL BARS

SECT

ION

1



PLAIN DOWEL BAR 28mm Ø x 600 @600

SAWED GROOVE WITH POURED JOINT FILLER( @ 4.5m INTERVAL OR AS DIRECTED BY THE ENGINEER)



METAL DOWEL CAP GAUGE NO. 1828mm INSIDE DIAMETER BE PLACEDON EACH DOWEL BAR ON ALTERNATE END

HALF OF THE BAR ON THE SIDE OFMETAL DOWEL CAP SHALL BE PAINTEDWITH RED LEAD AND THEN GREASED

20mm PREMOLDEDEXPANSION FILLER

LINE SHOWING TRANSVERSECONSTRUCTION JOINT AT LOCATIONOF WEAKENED PLANE JOINT

TRANSVERSE CONSTRUCTION JOINT

LANE SHOWING TRANSVERSECONSTRUCTION JOINT AT MIDDLETHIRD OF NORMAL JOINT INTERVAL

DEFORMED TIE BAR16mm Ø x 600 @ 600 O.C.

LONGITUDINAL JOINT

TRANSVERSE CONSTRUCTION JOINTOF WEAKENED PLANE JOINT

PLAIN DOWEL BAR28mm Ø x 600 @ 300 O.C.

SECTION NOT TO SCALE

(KEYED TRANSVERSE CONSTRUCTION ON CONTACT JOINT )

DETAIL "C"NOT TO SCALE

DETAIL "B"NOT TO SCALE

DETAIL "A"NOT TO SCALE

SECTION I(LONGITUDINAL JOINT)

NOT TO SCALE

CONTACT JOINT(HALF LANE PAVING)

SECTION II (TRANSVERSE JOINT)NOT TO SCALE

DETAILS OF BAR SPACING ALONG CURVES

DETAILS OF EXPANSION JOINT (DOWELED) AT CERTAIN INTERSECTIONS AND STRUCTURESNOT TO SCALE

DETAILS OF JOINTS IN RIGID PAVEMENT NOT TO SCALE

DETAIL OF SIDE FORMS

METAL SIDE FORM

ROOFING NAIL@ 600mm O.C.

METAL SIDE FORM

SAWED JOINT(2 LANE PAVING)

CONTRACTION JOINT CONSTRUCTION JOINT

TYPICAL PLAN OF TWO LANE PAVEMENTNOT TO SCALE

25

SEEDETAIL "A"

SEEDETAIL "C"

SEEDETAIL "B"

SEEDETAIL "D"

SECTION II

28mmØ PLAINDOWEL BAR @300 O.C.

12

5

12

5

25

a

12

5

12

5

1FE-5

1FE-5

1DE-5

1CE-5

LONGITUDINALJOINT

4500 4500

1500

MINIMUM

300 300

(TRANSVERSE AND LONGITUDINALCONSTRUCTION OR CONSTRUCTION JOINT)

(WEAKENED PLANE JOINT USEDIN HALF WIDTH CONSTRUCTION)

1BE-5

1DE-5

300 300

(BUTT TRANSVERSE CONSTRUCTIONOR CONTRACT JOINTS)

FIRST SLAB

WOODEN SIDE FORM

SIZE AND LENGTH OF DOWEL /TIE BARS

TYPE PCCP THICKNESS

( mm )

SIZE

( mm )

LENGTH

( mm )

SPACING

( mm )

DEFORMED

TIE BAR

200 600

230

16 600 600

DOWEL

ROUND BAR

200

25

600 300

230 28

600 300

280 32

600

300

16 600


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

AS SHOWN

11

MAGITING A. CRUZ

DISTRICT ENGINEER



C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

AutoCAD SHX Text

A

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4500

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4500

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WIDTH AS SHOWN IN PLANS

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300

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600

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300

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300

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T

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FIXED

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25

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1/3T

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11

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25

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50

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a

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b

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b

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b

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b

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600

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1500(MIN)

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300

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300

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300

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300

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300

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50

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600

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4500

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300

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TRAFFIC MANAGEMENT PLAN

N T S

WORKSITE AREA

RO

AD

PR

EP

AR

E

TO

ST

OP

Attach/ Install Barricade flasher light

every after 3 traffic cones to improve

visibility particularly at nighttime

Traffic cones to be

placed 3 to 5 meters apart

Shoulder

30 m30 mD

DIMENSION "D"

A distance expressed in meters equal to the

approach speed of traffic in kilometers per hour

PR

EP

AR

E

TO

ST

OP

D

MA

CH

IN

ER

Y

AH

EA

D

RO

AD

WO

RK

AH

EA

D

40

DDD

40

RO

AD

WO

RK

AH

EA

D

RO

AD

MA

CH

IN

ER

Y

AH

EA

D

D D D

TRAFFIC MANAGEMENT PLAN

N T S

WORKSITE AREA

RO

AD

PR

EP

AR

E

TO

ST

OP

Attach/ Install Barricade flasher light

every after 3 traffic cones to improve

visibility particularly at nighttime

Traffic cones to be

placed 3 to 5 meters apart

Shoulder

30 m30 mD

DIMENSION "D"

A distance expressed in meters equal to the

approach speed of traffic in kilometers per hour

PR

EP

AR

E

TO

ST

OP

D

MA

CH

IN

ER

Y

AH

EA

D

RO

AD

WO

RK

AH

EA

D

40

DDD

40

RO

AD

WO

RK

AH

EA

D

RO

AD

MA

CH

IN

ER

Y

AH

EA

D

D D D


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

AS SHOWN

11

MAGITING A. CRUZ

DISTRICT ENGINEER



C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

R

R

PC

PT

-

UNSYMMETRICAL VERTICAL PARABOLIC CURVE

NOT TO SCALE

PVI

PVC

PI

PVC

PVI

PVT

-

g

%

+

g

%

+

g

%

-

g

%

Wn

Lo

Wn =

WLn

Lc

WIDENING ON INNER SIDE OF HORIZONTAL CURVE

PI

P

C

P

T

11001.86

T

I

PT - POINT OF TANGENTCY


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

AS SHOWN

11

MAGITING A. CRUZ

DISTRICT ENGINEER



C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

AutoCAD SHX Text

T

AutoCAD SHX Text

HORIZONTAL CURVE (CIRCULAR) NOT TO SCALE

AutoCAD SHX Text

MO

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X X

AutoCAD SHX Text

LVC/2

AutoCAD SHX Text

LVC/2

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SYMMETRICAL VERTICAL PARABOLIC CURVE NOT TO SCALE

AutoCAD SHX Text

LVC2

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LVC1

AutoCAD SHX Text

447

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Y1

AutoCAD SHX Text

Y2

AutoCAD SHX Text

447

AutoCAD SHX Text

LVC

AutoCAD SHX Text

LVC

AutoCAD SHX Text

Y

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LEGEND: W = WIDENING WIDTH Lo = LENGTH OF SUPER ELEVATION RUN-OFF Lw = LENGTH OF FULL WIDENING WIDTH Lw = LENGTH OF FULL WIDENING WIDTH Ln = LENGTH FROM THE BEGINNING OF RUN-OFF WITH A WIDENING OF Wn Wn = WIDENING OF LENGTH Ln

AutoCAD SHX Text

w

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Ln

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2/3Lo

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1/3Lo

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2/3Lo

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Ln

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Ln

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1/3Lo

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Lo

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FORMULA: T=R(TAN 1/2) Lc= PI TTPI PI D= PI 1145.916R PI E=T(TAN 1/4) LEGEND: PI - POINT OF HORIZONTAL INTERSECTION I - EXTERNAL ANGLE T - LENGTH OF TANGENT R - HORIZONTAL RADIUS Lc - LENGTH OF CURVATURE D - DEGREE OF CURVE (ARC DEFINITION) PC - POINT OF CURVE E - EXTERNAL DISTANCE LEGEND: PVI - POINT OF VERTICAL INTERSECTION PVC - POINT OF VERTICAL CURVATURE PVT - POINT OF VERTICAL TANGENCY LVC, LVC1, LVC2 -LENGTH OF VERTICAL CURVES g- GRADE IN PERCENT MO- MIDDLE ORDINATE X, X1, X2 - DISTANCE FROM PCV OR PVT TO ANY POINT IN CURVE Y, Y1, Y2 - VERTICAL OFFSET A- ALGEBRAIC DIFFERENCE OF GRADES IN % NOTE: NO VERTICAL CURVES IS REQUIRED WHEN THE ALGEBRAIC DIFFERENCE IN GRADE IS LESS THAN 0.50% IN ANY SYMMETRICAL VERTICAL PARABOLIC CURVE MO = PI ALVC800 PI Y = X² (MO)(LVC/2)²FORMULA: LVC = KA LEGEND: A - ALGEBRAIC DIFFERENCE GRADIENT (%) K - RATE OF VERTICAL CURVATURE (m) IN ANY UNSYMMETRICAL VERTICAL PARABOLIC CURVE MO = (LVC1)(LVC2)(A)200LVC Y1= MO(X1)²(LVC1)² Y2 = MO(X2)²(LVC2)²FORMULA: LVC = KA LEGEND: A - ALGEBRAIC DIFFERENCE OF GRADIENT (%) K - RATE OF VERTICAL CURVATURE (m)

AutoCAD SHX Text

Wn

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W

AutoCAD SHX Text

Lc

HORIZONTAL CURVATURE

EXISTING GROUND ELEVATION

VERTICAL CURVATURE

E L E

V A

T

I O

N

FINISHED GRADE ELEVATION


DRAFTED:

SHEET NO.

10

12

10

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

PLAN AND PROFILE

SUPER ELEVATION

AND WIDENING

MAGITING A. CRUZ

DISTRICT ENGINEER

PROFILE

1:1000

1:100

HOR

VERT.

M.

M.

PT

+O

195

205

PT

+O+O

ELEMENTS OF CURVES

PI STA. I E R T V (kph)Lc e %

05°38'56" 01°51'28"

WideningPC

PT

1 0.750+016.1930.42

616.64 60.800+014.23

0+046.56

2 1.280+072.59 09°34'27" 03°07'48" 30.62

365.6661.10 0+041.97

0+103.07

3 1.600+194.32 11°54'54" 03°53'20" 30.75294.65 61.27 0+163.57

0+224.85

D

0.02m/m60 kph

0.03m/m50 kph 0.75 m.

0.03m/m 50 kph 0.75 m.

BEG. 0+000.00

0+000 - BEG.

19

9.5

2

20

2.1

2

PC

PC

PT

0.00 m.

e=0.02 m/m

DS= 50 kph

TL= 23.19

W = 0.75 m

GUMER M. CASTILLO ,DPA, ASEAN Eng..


200

0+100 0+200 0+300 0+400 0+500 0+600

20

3.7

2

20

5.9

1

20

9.7

8

21

3.0

6

21

4.9

7

21

6.0

5

21

5.0

5

21

5.0

9

21

5.0

5

21

6.3

3

21

8.1

2

21

9.5

2

21

9.7

4

22

0.1

2

22

2.7

9

22

6.4

5

22

7.7

4

22

9.4

5

23

2.6

0

23

5.7

4

23

9.8

8

24

3.7

4

24

5.9

4

25

0.4

8

25

4.6

7

25

8.0

8

26

1.2

2

19

9.5

2

20

1.5

1

20

3.8

7

20

7.2

4

21

0.5

4

21

3.1

4

21

4.6

7

21

5.9

7

21

5.7

2

21

5.6

9

21

5.7

4

21

7.1

8

21

8.6

0

21

9.6

2

21

9.9

2

22

0.9

0

22

3.4

6

22

6.3

5

22

8.3

4

23

0.0

8

23

2.4

6

23

6.5

7

24

0.6

4

24

4.0

0

24

7.3

0

25

1.2

0

25

5.3

4

25

9.0

2

26

1.8

0

26

4.0

6

26

5.9

9

26

7.6

7

EXIST. CONC.

PVI STA. 0+045

ELEV. = 204.00

MO = 0.572

LVC = 50 m.

L1 =L2= 25 m.

PVI STA. 0+090

ELEV. = 212.60

MO = 0.611

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 0+140

ELEV. = 216.05

MO = 0.083

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 0+200

ELEV. = 215.05

MO = 0.686

LVC = 60 m.

L1 =L2= 30 m.

PVI STA. 0+300

ELEV. = 220.12

MO = 0.785

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 0+250

ELEV. = 219.62

MO = 0.407

LVC = 40 m.

L1 =L2= 20 m.

g

=

+

9

.

9

5

6

%

g

=

+

1

9

.

1

1

1

%

g

=

+

6

.

9

0

0

%

g =

-1.667%

g

=

+

9

.

1

4

0

%

MAKE PROPER CONNECTION

205

g

=

+

1

9

.

1

1

1

%

g

=

+

9

.

1

4

0

%

215

PVI STA. 0+340

ELEV. = 226.80

MO = 0.450

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 0+395

ELEV. = 231.03

MO = 0.904

LVC = 50 m.

L1 =L2= 25 m.

g

=

+

1

6

.

7

0

0

%

g

=

+

7

.

6

9

1

%

210

215

220

220

225

230

235

240

g

=

+

2

2

.

1

5

6

%

g =

+1.0

0%

g

=

+

1

6

.

7

0

0

%

TBM1 TOP EDGE EXST CONC ON BEG

2

199.77

CONNCTNG GRADE

3

198.71

CL BEG SURVEY STA.0+000

4

199.51

ROADSIGN TO SPRING

10

201.30

C

L

11

201.3

2

CL

12

202.15

ERS

1

3

201.9

8

GRND

15

202.84

GRND

19

202.52

CL

20

203.16

CL

21

203.45

GRND UP

24

203.35

GRND UP WD 2TRUNK MAHOGANY .8M

25

204.26

CL EXST RCPC 610MM

30

206.68

DOWN INLET

37

203.57

DOWN OUTLET

46

203.83

CL

47

205.32

CL

48

206.32

GRND BEG PROPOSE CANAL

50

206.34

GRND BEG PROPOSE SLOPE PRO

54

206.03

MOLAVE TREE

55

206.45

CL

56

208.89

CL

57

210.62

GRND WD GMLINA TREE

64

208.53

G

R

N

D

D

O

W

N

6

5

2

0

8

.1

8

CL

66

212.02

CL

67

213.03

GRND UP

70

213.84

BOHECO POST

71

213.29

GIANT ACACIA

74

212.92

GRND FLAT

75

212.16

CL

76

213.68

CL

77

214.85

GRND UP

80

215.72

GRND UP

82

216.19

GRND FLAT

83

215.73

MOLAVE AND MAHOGANY TREE

84

215.43

MAHOGANY TRUNK .5M DIA

85

216.15

CL

86

215.79

CL

87

216.55

GRND UP 3M NXT

90

217.61

GRND UP

92

216.90

GRND UP

93

217.26

GRND FLAT

94

216.73

M

AHOGANY T

RUNK

95

216.95

AUREI

96

217.18

CL

97

212.15

CL

98

214.11

BOHECO POST

103

213.37

GRND

104

213.97

CL

105

215.16

CL EXST RCPC 610MM

106

211.75

TO

P

R

IP

R

A

P

108

211.4

5

T

O

P

R

C

P

C

1

0

9

2

1

0

.7

4

TOP RIPRAP

116

211.64

RP1 PAINT MARK ON BANKAL TREE122

213.71

CL

123

214.10

RP2 PAINT MARK ON MOLAVE TREE124

215.13

CL

125

215.83

GRND DOWN 6M

131

213.79

M

AHOGANY T

RUNK .4

M

D

IA

132

215.63

C

L

133

215.9

3

CL

134

217.1

8

GRND UP

138

218.86

C

L

142

218.8

5

CL

143

219.19

G

RND W

D M

AHO

G

ANY T

RUNK

149

218.26

GRND DOWN

150

217.8

1

CL

152

218.82

CL

153

219.65

GRND

156

219.24

GRND

157

220.06

GRND DOWN

161

217.42

TBM2 PAINT MARK ON HARDROCK

162

218.85

BOHECO POST

163

219.85

CL

164

219.55

MOLAVE TREE

165

219.02

CL

166

220.07

GRND DOWN WD GMLINA TREE172

218.05

CL

174

219.51

CL EXST RCPC 910MM

175

220.52

H

D

W

A

L

L

1

7

8

2

1

9

.6

4

TOP

179

217.95

DOWN INLET

181

215.78

HDWALL

185

219.11

T

O

P

186

219.2

1

DOWN OUTLET

188

216.73

CL

192

221.63

MAHOGANY TRUNK 1M DIA

193

220.96

CL

194

222.62

GRND

197

221.85

GRND WD GEMLINA

199

223.02

MAHOGANY TRUNK .5MDIA

201

222.28

MAHOGANY TRUNK .3MDIA

202

224.62

CL

203

225.37

CL

204

226.67

GRND FLAT

207

226.21

GRND WD MOLAVE TREE .8MDIA209

224.79

GRND DOWN

210

224.22

CL

211

226.85

CL

212

229.73

GRND WD MOLAVE TREE

219

227.27

CL

221

228.45

CL

222

231.00

GRND WD MAHOGANY TRUNKS .3MDIA

226

230.75

GRND DOWN

229

228.82

BOHECO POST

230

230.72

BOHECO POST

231

233.03

CL

232

235.50

CL

233

235.34

GRND WD MAHOGANY TREE .5MDIA

236

235.67

GRND FLAT

237

234.86

GRND WD GEMLINA TREE

240

234.94

CL EXST RCPC 610MM

242

234.81

TOP HDWALL

244

235.91

D

O

W

N

IN

L

E

T

2

4

6

2

3

4

.6

3T

B

M

3

P

A

IN

T

M

A

R

K

O

N

H

D

W

A

L

L

2

5

1

2

3

5

.8

0

DOWN OUTLET END PROPOSE RIPRAP

259

232.36

CL

260

236.63

CL

261

239.21

R

P1 PAIN

T M

AR

K O

N

M

AH

O

G

AN

Y

266

238.56

G

RND DO

W

N

270

238.45

RP2 PAINT MARK ON MAHOGANY

271

238.24

C

L

272

241.24

C

L

273

2

4

3

.4

3

GRND UP 1M

277

242.85

M

O

LA

V

E

T

R

E

E

.3M

D

IA

281

241.67

C

L

282

243.6

1

C

L

U

P

1

M

IN

T

E

R

V

A

L

283

245.94

E

A

R

TH

C

A

N

A

L

286

244.70

G

R

N

D

FLAT N

XT U

P 2M

287

244.41

GRND FLAT

290

243.28

C

L

291

245.06

C

L

292

2

4

6

.2

7

G

R

N

D

C

A

N

A

L

2

9

4

2

4

6

.8

2

G

R

N

D

F

L

A

T

U

P

T

O

3

M

2

9

5

2

4

6

.7

0

C

L

299

2

4

9

.0

5

C

L B

E

G

E

X

S

T

C

O

N

C

P

A

V

E

D

3M

W

D

3

0

0

2

5

0

.0

7

G

R

N

D

F

LA

T

U

P

T

O

4M

303

249.57

G

R

N

D

FLA

T

306

250.50

C

L EXST C

O

N

C

3

0

7

252.80

CL EXST CO

NC

308

255.26

CL END EXST CONC

309

258.48

GRND FLAT

311

257.35

GRND FLAT

312

257.86

CL

316

259.79

CL

317

261.34

GRND FLAT

320

259.81

GRND FLAT

323

261.19

CL

324

262.31

CL

325

263.88

GRND FLAT

328

264.22

GRND FLAT

331

265.19

CL

332

264.92

C

L

333

265.44

GRND FLAT

336

265.22

G

R

N

D

FLAT

3

3

9

264.98

C

L

3

4

0

2

6

7

.2

6

C

L

341

268.76

G

R

N

D

U

P

.5M

344

268.22

G

R

N

D

F

LA

T

347

269.67

0+020

0+040

0+060

0+080

0+100

0+120

0+140

0+160

0+180

0+200

0+220

0+240

0+260

0+280

0+300

0+320

0+340

0+360

0+380

0+400

0+420

0+440

0

+

4

6

0

0

+

4

8

0

0

+

5

0

0

0

+

5

2

0

0+540

0+560

0+580

0+600

0+620

BP

: 0+

000.00

PC

: 0+

005.78

M

id: 0+

016.19

PT

: 0+

026.60

PC

: 0+

042.69

Mid

: 0+

072.59

P

T

: 0

+

1

0

2

.3

6

P

C

: 0

+

1

3

0

.3

2

M

id

: 0

+

2

6

0

.6

9

PT

: 0+

296.84

PC

: 0+

380.74

M

id

: 0

+

4

1

0

.9

1

P

T

: 0

+

4

6

1

.5

3

P

C

: 0

+

4

9

6

.0

3

M

id

: 0

+

5

2

2

.8

6

P

T

: 0

+

5

4

9

.7

0

P

C

: 0

+

5

5

1

.1

6

M

id

: 0

+

5

7

6

.9

1

P

T

: 0

+

6

0

2

.6

7

DE

SIG

N S

PE

ED

=

100 km

/h

0

+

2

9

6

.9

0

E

L

E

V

.

=

2

6

8

E

L

E

V

.

=

2

6

7

E

L

E

V

.

=

2

6

6

E

L

E

V

.

=

2

6

5

E

L

E

V

.

=

2

6

4

E

L

E

V

.

=

2

6

3

E

L

E

V

.

=

2

6

2

E

L

E

V

.

=

2

6

1

E

L

E

V

.

=

2

6

0

E

L

E

V

.

=

2

5

9

E

L

E

V

.

=

2

6

8

E

L

E

V

.

=

2

6

7

E

L

E

V

.

=

2

6

6

E

L

E

V

.

=

2

5

8

E

L

E

V

.

=

2

5

8

E

L

E

V

.

=

2

5

9

E

L

E

V

.

=

2

6

0

E

L

E

V

.

=

2

6

1

E

L

E

V

.

=

2

6

2

E

L

E

V

.

=

2

6

3

E

L

E

V

.

=

2

6

4

E

L

E

V

.

=

2

6

5

E

L

E

V

.

=

2

5

7

E

L

E

V

.

=

2

5

6

E

L

E

V

.

=

2

5

5

E

L

E

V

.

=

2

5

4

E

L

E

V

.

=

2

5

3

E

L

E

V

.

=

2

5

2

E

L

E

V

.

=

2

5

1

E

L

E

V

.

=

2

5

0

E

L

E

V

.

=

2

4

9

E

L

E

V

.

=

2

4

8

E

L

E

V

.

=

2

4

7

E

L

E

V

.

=

2

4

6

E

L

E

V

.

=

2

4

5

E

L

E

V

.

=

2

4

4

E

L

E

V

.

=

2

4

3

E

L

E

V

.

=

2

5

7

E

L

E

V

.

=

2

5

6

E

L

E

V

.

=

2

5

5

E

L

E

V

.

=

2

5

4

E

L

E

V

.

=

2

5

3

E

L

E

V

.

=

2

5

2

E

L

E

V

.

=

2

5

1

E

L

E

V

.

=

2

5

0

E

L

E

V

.

=

2

4

9

E

L

E

V

.

=

2

4

8

E

L

E

V

.

=

2

4

7

E

L

E

V

.

=

2

4

6

E

L

E

V

.

=

2

4

5

E

L

E

V

.

=

2

4

4

E

L

E

V

.

=

2

4

3

E

L

E

V

.

=

2

4

2

E

L

E

V

.

=

2

4

1

E

L

E

V

.

=

2

4

0

E

L

E

V

.

=

2

3

9

E

L

E

V

.

=

2

3

8

E

L

E

V

.

=

2

3

7

E

L

E

V

.

=

2

3

6

E

L

E

V

.

=

2

3

5

E

L

E

V

.

=

2

3

4

E

L

E

V

.

=

2

3

3

E

L

E

V

.

=

2

3

2

E

L

E

V

.

=

2

3

1

E

L

E

V

.

=

2

3

0

E

L

E

V

.

=

2

2

9

E

L

E

V

.

=

2

2

8

E

L

E

V

.

=

2

2

7

E

L

E

V

.

=

2

2

6

E

L

E

V

.

=

2

2

5

E

L

E

V

.

=

2

2

4

E

L

E

V

.

=

2

2

3

E

L

E

V

.

=

2

2

2

E

L

E

V

.

=

2

2

1

E

L

E

V

.

=

2

2

0

E

L

E

V

.

=

2

1

9

E

L

E

V

.

=

2

1

8

E

L

E

V

.

=

2

1

7

E

L

E

V

.

=

2

1

6

ELE

V.=

242

E

LE

V

.=241

ELE

V.=

240

E

LE

V

.=239

E

L

E

V

.

=

2

3

8

E

L

E

V

.

=

2

3

7

E

L

E

V

.

=

2

3

6

E

L

E

V

.

=

2

3

5

E

L

E

V

.

=

2

3

4

E

L

E

V

.

=

2

3

3

E

L

E

V

.

=

2

3

2

E

L

E

V

.

=

2

3

1

E

L

E

V

.

=

2

3

0

E

L

E

V

.

=

2

2

9

E

L

E

V

.

=

2

2

8

E

L

E

V

.

=

2

2

7

E

L

E

V

.

=

2

2

6

E

L

E

V

.

=

2

2

5

E

L

E

V

.

=

2

2

4

E

L

E

V

.

=

2

2

3

E

L

E

V

.

=

2

2

2

E

L

E

V

.

=

2

2

1

E

L

E

V

.

=

2

2

0

E

L

E

V

.

=

2

1

9E

L

E

V

.=

2

1

8

ELEV.=217

E

L

E

V

.

=

2

1

7

E

L

E

V

.

=

2

1

6

E

L

E

V

.

=

2

1

5

E

L

E

V

.

=

2

1

4

E

L

E

V

.

=

2

1

4

E

L

E

V

.=

2

1

5

E

LE

V

.=214

E

LE

V

.=213

E

LE

V

.=212

E

LE

V

.=211

E

L

E

V

.

=

2

1

4

ELEV.=216

E

L

E

V

.

=

2

1

6

E

L

E

V

.

=

2

1

7

E

L

E

V

.=

2

1

7

E

L

E

V

.=

2

1

7

E

L

E

V

.

=

2

1

5

E

L

E

V

.

=

2

1

5

E

L

E

V

.

=

2

1

4

E

L

E

V

.

=

2

1

4

E

L

E

V

.

=

2

1

3

E

L

E

V

.

=

2

1

2

E

L

E

V

.

=

2

1

1

E

L

E

V

.

=

2

1

3

E

L

E

V

.

=

2

1

2

E

L

E

V

.

=

2

1

1

E

L

E

V

.

=

2

1

0

E

L

E

V

.

=

2

0

9

E

L

E

V

.

=

2

0

8

E

L

E

V

.

=

2

0

7

E

L

E

V

.

=

2

0

6

E

L

E

V

.

=

2

0

5

E

L

E

V

.

=

2

0

4

E

L

E

V

.

=

2

0

3

E

L

E

V

.

=

2

0

2

E

L

E

V

.

=

2

0

1

E

L

E

V

.

=

2

0

0

E

L

E

V

.

=

1

9

9

E

L

E

V

.

=

1

9

9

E

L

E

V

.

=

2

0

4

E

L

E

V

.

=

2

0

3

E

L

E

V

.

=

2

0

2

E

L

E

V

.

=

2

0

1

E

L

E

V

.

=

2

0

0

E

L

E

V

.

=

2

1

0

E

L

E

V

.

=

2

0

9

E

L

E

V

.

=

2

0

8

E

L

E

V

.

=

2

0

7

E

L

E

V

.

=

2

0

6

E

L

E

V

.

=

2

0

5

ELE

V.=

204

E

L

E

V

.

=

2

0

5

1

PI

2

P

I

3

PI

4

P

I

5

P

I

6

P

I

7

P

I

D

I

S

T

=

1

5

7

.

0

7

m

.

A

Z

I

=

1

8

3

°

3

0

'2

4

"

D

IS

T

=

5

4

.5

7

m

.

A

Z

I =

1

9

9

°5

6

'0

3

"

D

I

S

T

=

1

1

4

.

3

2

m

.

A

Z

I

=

1

7

7

°

2

9

'5

7

"

DIS

T =152.4

1m.

AZI =216°1

5'01"

D

I

S

T

=

2

2

5

.

0

5

m

.

A

Z

I

=

2

3

0

°

0

9

'0

2

"

D

IS

T =

121.57m

.

A

ZI =

218°14'0

8"

DIST =

56.44m

.

AZI =208°3

9'41"

ELE

V.=

206

E

L

E

V

.

=

2

1

5E

L

E

V

.

=

2

1

6

E

L

E

V

.

=

2

2

0

E

L

E

V

.

=

2

6

7

P L A N

SCALE ;

1 / 1000 M.

BEG. OF PROJECTSTA. 0+000

MAT

CHLI

NEST

A. 0

+620

BENCH MARK

TBM. NO.

ELEVATION (m)

01

REMARKS

TOP EDGE OF EXISTING PAVEMENT @ THE BEG.ELEV.=199.77

02

PAINT MARK OD HARD ROCK.ELEV.=218.85

03

PAINT MARK ON RCPC HEADWALLELEV.=235.80


13°54'01" 04°34'48"

WideningPC

PT

6 1.850+522.86 30.46249.91

60.63

0+492.400+553.03

7 2.180+576.91 16°25'39" 05°26'52" 30.36

210.3460.31 0+546.55

0+606.85

8 2.200+733.70 16°21'42" 05°21'00" 30.76213.99 61.11 0+702.94

0+764.05

D

0.04m/m50 kph

0.03m/m40 kph 0.75 m.

0.03m/m 40 kph 0.90 m.

0.75 m.


38°45'04" 13°21'28"

WideningPC

PT

5 5.150+410.91

30.17

85.78 58.020+380.74

0+438.76

D

0.04m/m 30 kph 1.20 m.

ELEMENTS OF CURVES

ELEMENTS OF CURVES

22°42'48" 04°35'06" 4 1.850+269.6930.46

249.91 60.630+239.23 0+299.861.85m/m

40 kph 0.75 m.

9 2.400+774.96 17°59'53" 05°57'00" 30.50192.58 60.49 0+744.46

0+804.96

0.03m/m40 kph 0.75 m.

TEST PIT

STA.0+040

TEST PIT

STA.0+240

TEST PIT

STA.0+480

TEST PIT

STA.0+600

M

id

: 0

+

1

9

1

.2

4

PI - 05

REFERENCE POINTS

PI NO. REF. NO. DIST.AZIMUTH REMARKS

1

2

243°18'54"

183°49'39"

03.92

04.06

PAINT MARK ON BANGKAL TREE R/S OF ROAD.

PI - 07

1

2

329°37'07"

187°11'50"

10.96

02.38

PAINT MARK ON MOLAVE TREE R/S OF ROAD.

PAINT MARK ON MAHOGANY TREE R/S OF ROAD.

PAINT MARK ON MAHOGANY TREE L/S OF ROAD.

STA. = 0+178.63

1-LINE EXIST. RCCP 610mmdia.

6 PCS REMOVE AND REPLACE

TO RCPC 910mm dia.910 mm dia.

12 pcs. CROSS DRAIN

STA. 0+296.90

1-LINE EXIST.RCCP 910mm dia.

NEED ADD'L. RCPC 910mm

dia.910 mm dia. 4pcs. BOTHSIDE

CROSS DRAIN

STA. 0+412.69




11 pcs. CROSS DRAIN

PI NO.

PI NO.

PI NO.

D

IS

T

=

1

6

.2

0

m

.

A

Z

I =

2

1

4

°

1

8

'3

7

"

M

id

: 0

+

1

9

4

.3

2

P

C

: 0

+

1

6

3

.5

7

P

T

:

0

+

2

2

4

.8

5

P

C

:

0

+

2

3

9

.2

3

P

C

: 0

+

2

9

9

.8

6

P

C

:

0

+

4

3

8

.7

6

PCPC

PTPT PC

PC PTPCPT

+O+O +O+O +O+O +O+O +O+O +O+O +O+O+O+O+O+O

g = + 9.956%g = +19.111%

g = -1.667%

g = +6.900%

g = + 9.140%g = +16.700% g = +7.691% g = +22.156%

+O+O

g = +15.00%g = +21.00%

g = +13.320%g = +8.040%

0+023.56

0+046.750+098.28

0+121.48

e=0.03 m/m

DS= 50 kph

TL= 23.19

W = 0.75 m

0+144.85

0+168.04 0+220.38

0+232.20

0+244.01 0+295.07

0+316.61

e=0.03 m/m

DS= 40 kph

TL= 21.54

W = 0.75 m

0+362.56

0+387.12 0+432.38

0+456.95

e=0.04 m/m

DS= 30 kph

TL= 24.57

W = 1.20 m

0+529.80

0+551.33 0+602.07

0+623.60

e=0.03 m/m

DS= 40 kph

TL= 21.54

W = 0.75 m

20

4.4

02

04

.2

4

STA. 0+046.26




16 pcs. CROSS DRAIN

21

5.0

92

15

.5

6

225

245

260

230

PVI STA. 0+440

ELEV. = 241.00

MO = 0.358

LVC = 40 m.

L1 =L2= 20 m.

g

=

+

2

2

.

1

5

6

%

240

g

=

+

1

5

.

0

0

%

PVI STA. 0+540

ELEV. = 259.60

MO = 0.576

LVC = 60 m.

L1 =L2= 30 m.

g

=

+

1

5

.

0

0

%

g

=

+

2

1

.

0

0

%

250

250

g

=

+

2

1

.

0

0

%

PVI STA. 0+480

ELEV. = 247.00

MO = 0.300

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 0+540

ELEV. = 259.60

MO = 0.576

LVC = 60 m.

L1 =L2= 30 m.

255

260

g

=

+

8

.

0

4

0

%

g

=

+

1

3

.

3

2

0

%

g

=

+

1

3

.

3

2

0

%

PVI STA. 0+590

ELEV. = 266.26

MO = 0.264

LVC = 40 m.

L1 =L2= 20 m.

265

26

4.3

3

26

5.3

2

26

7.3

0

22

0.0

62

20

.9

6

23

4.6

02

35

.3

2

25

7.2

62

57

.8

0

2.6

72

8.0

55

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL



VERTICAL CURVATURE

E L E

V A

T

I O

N



DRAFTED:

SHEET NO.

10

12

10

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

PLAN AND PROFILE

SUPER ELEVATION

AND WIDENING

P L A N

SCALE ;

1 / 1000 M.

MAGITING A. CRUZ

DISTRICT ENGINEER

PROFILE

1:1000

1:100

HOR

VERT.

M.

M.

PT

+O

0+620

26

7.3

0

PC PTPC PT



0+700 0+800 0+900 1+000 1+100 1+200

27

9.0

0

27

0.7

3

27

2.0

0

27

3.4

0

27

4.9

0

27

6.1

9

27

6.2

8

27

6.5

8

27

7.2

3

27

8.9

6

28

1.3

9

28

1.7

9

28

3.9

9

28

4.4

2

28

5.9

4

28

6.6

3

28

7.0

0

28

7.3

4

28

7.6

9

28

8.4

0

28

9.1

0

29

0.6

7

29

0.8

7

29

2.7

3

29

3.3

7

29

3.3

2

29

2.6

2

29

2.8

9

26

7.6

7

26

9.2

8

27

0.8

9

27

2.3

9

27

3.5

2

27

4.2

8

27

4.9

3

27

5.5

8

27

6.3

1

27

7.5

7

27

8.7

7

28

0.4

9

28

2.3

0

28

3.8

9

28

5.0

8

28

5.8

6

28

6.4

3

28

7.0

0

28

7.5

7

28

8.1

4

28

8.8

0

28

9.6

5

29

0.6

7

29

1.7

8

29

2.8

7

29

3.8

1

29

3.7

2

29

3.4

5

29

3.0

8

265

270

275

g = +8.040%

BASE

1

275.70

CL

341

268.76

GRND UP .5M

344

268.22

GRND FLAT

347

269.67

CL

348

272.35

CL

349

271.97

CL

357

270.43

CL

358

271.12

GRND UP 1M

361

272.36

GRND FLAT

364

270.84

CL

365

272.46

CL

366

273.02

GRND UP 1M

370

275.36

GRND FLAT

373

272.49

MOLAVE TREE .3MDIA

374

273.57

CL

375

274.19

CL

376

275.14

GRND UP .5M

379

275.88

GRND WD TIMBER HOUSE

381

275.03

CL

383

275.92

CL

384

276.31

GRND UP .6M

387

277.55

GRND WD BOHECO POST

389

276.32

GRND ON TIMBER HOUSE 4X6

390

276.12

TBM LAST ON CONC MOHON

392

275.11

CL

393

276.18

C

L

394

276.31

G

R

N

D

W

D

TIM

BER

H

O

U

SE 4X6

399

275.77

CL

400

276.28

C

L

401

276.43


405

275.61

G

R

N

D

D

O

W

N

1

0

M

406

2

7

4

.8

4

CL

407

276.67

CL EXST RCPC 1M DIA

408

276.99

TOP

412

274.05

DOWN INLET

417

271.59

DOW

N INLET

418

272.62

GRND PROVIDE SLOPE PROTECTION

426

273.54

GRND PROVIDE SLOPE PROTECTION

427

272.53

DOWN OUTLET

437

268.28

DOWN OUTLET

439

277.79

GRND DOWN END PROPOSE SLOPE

442

276.42

CL

446

279.12

CL

447

280.14

GRND FLAT

450

281.76

CL

453

281.30

CL

454

282.20

CL JCT TO PROPER SITIO LONGPIN

460

282.85

TBM 5 TOP HEADWALL

461

282.78

CL

462

283.30

GRND CORNLAND

465

284.53

CL

469

284.20

CL

470

284.73

ERS PROPOSE CANAL

471

284.94

CORNLAND

472

285.57

CL

476

285.53 CL

477

286.30

GRND FLAT

480

287.22

GIANT ACACIA

484

286.83

CL

485

287.00

CL

486

287.44

GRND FLAT

490

288.54

GRND FLAT

493

287.45

CL

494

287.77

CL EXST RCPC 610MM

495

288.05

T

O

P4

9

7

2

8

7

.9

0

D

O

W

N

IN

L

E

T

5

0

32

8

7

.0

9

H

D

W

A

L

L

5

0

72

8

7

.5

5

T

O

P

5

0

8

2

8

6

.9

4

D

O

W

N

O

U

T

E

L

T

5

0

9

2

8

6

.5

5

CL

513

288.24 CL

514

288.31

CL

521

288.44

CL

522

288.59

CL

530

288.83

CL

531

289.04

CL

540

289.47 CL

541

289.87

CL

550

290.25 CL

551

290.67

CL

558

291.25

CL

559

291.76

GRND FLAT

565

291.81

GRND FLAT

566

291.59

CL

567

292.11

CL

568

292.46

GRND UP

571

293.94

GRND FLAT

572

294.23

GRND FLAT

576

292.41

CL

577

292.80

CL

578

293.31

TBM6 PAINT MARK ON HARDROCK583

295.14

CL

588

293.85

CL

589

294.19

CL

597

294.36

CL

598

294.33

CL

605

294.32

CL

606

294.05

GRND WD GMLINA

610

295.17

GRND FLAT

611

295.59

CL

615

293.82

CL

616

293.49

GRND UP

620

294.78

BOHECO POST

623

292.51

CL

625

293.43

CL

626

293.2

0

CL EXST RCPC 610MM635

293.03

TBM7 TOP EDGE HDWALL643

292.71

TOP RCPC

646

292.12

DOWN GRND OUTELT

651

290.68

0+620

0+640

0+660

0+680

0+700

0+720

0+740

0+760

0+780

0+800

0+820

0+840

0+860

0+880

0+900

0+920

0+940

0+960 0+980

1+000

1+020

1+040

1+060

1+080

1+100

1+120

1+140

1+160

1+180

1+186

PC

: 0+

717.59

M

id

: 0

+

7

3

3

.7

0

P

T

: 0

+

7

4

9

.8

1

P

C

: 0

+

7

6

0

.1

2

M

id

: 0

+

7

7

4

.9

6

PT

: 0+

789.81

PC

: 0+

832.65

Mid

: 0+

849.60

PT

: 0+

866.56

PC

: 0+

984.70

Mid

: 1+

008.57

PT

: 1+

032.43

PC

: 1+

067.53

M

id

: 1

+

0

7

9

.3

1

P

T

: 1

+

0

9

1

.0

8

E

P

: 1

+

1

8

6

.

0+

792.72

0+

860.00

0+

861.22

ELE

V.=

293

ELE

V.=

293

E

L

E

V

.=

2

9

2

ELEV.=292

E

L

E

V

.

=

2

9

5

E

L

E

V

.

=

2

9

5

E

L

E

V

.

=

2

9

3

E

L

E

V

.

=

2

9

2

E

L

E

V

.

=

2

9

1

E

L

E

V

.

=

2

9

0

E

L

E

V

.

=

2

8

9

E

L

E

V

.

=

2

8

8

E

L

E

V

.

=

2

8

7

E

L

E

V

.

=

2

8

6

E

L

E

V

.

=

2

8

5

E

L

E

V

.

=

2

8

4

E

L

E

V

.

=

2

9

3

E

L

E

V

.

=

2

9

2

E

L

E

V

.=

2

9

1

E

L

E

V

.=

2

9

0

ELEV.=289

E

L

E

V

.=

2

8

8

E

L

E

V

.=

2

8

7

E

L

E

V

.

=

2

8

3

E

L

E

V

.

=

2

8

2

E

L

E

V

.

=

2

8

1

E

L

E

V

.

=

2

8

0

E

L

E

V

.

=

2

7

9

E

L

E

V

.

=

2

7

8

E

L

E

V

.

=

2

7

7

E

L

E

V

.

=

2

7

6

E

L

E

V

.

=

2

7

5

E

L

E

V

.

=

2

7

4

E

L

E

V

.

=

2

7

3

E

L

E

V

.

=

2

7

2

E

L

E

V

.

=

2

7

1

E

L

E

V

.

=

2

7

0

E

L

E

V

.

=

2

6

9

E

L

E

V

.

=

2

6

8

E

L

E

V

.

=

2

6

7

E

L

E

V

.

=

2

6

6

E

L

E

V

.

=

2

6

5

E

L

E

V

.

=

2

6

4

E

L

E

V

.

=

2

6

3

E

L

E

V

.

=

2

7

4

E

L

E

V

.

=

2

7

3

E

L

E

V

.

=

2

7

4

E

L

E

V

.

=

2

8

6

E

L

E

V

.

=

2

8

5

E

L

E

V

.=

2

8

4

E

L

E

V

.=

2

8

3

E

L

E

V

.=

2

8

2

E

L

E

V

.=

2

8

1

E

L

E

V

.=

2

8

0

E

L

E

V

.=

2

7

9

E

L

E

V

.=

2

7

8

E

L

E

V

.=

2

7

7

E

L

E

V

.

=

2

7

6

E

L

E

V

.=

2

7

6

E

L

E

V

.=

2

7

5

E

L

E

V

.=

2

7

4

E

L

E

V

.=

2

7

3

E

L

E

V

.=

2

7

2

ELE

V.=

271

ELEV.=270

E

L

E

V

.=

2

6

9

E

L

E

V

.=

2

7

7

E

L

E

V

.

=

2

7

2

E

L

E

V

.

=

2

7

1

E

L

E

V

.

=

2

7

0

E

L

E

V

.

=

2

6

9

E

L

E

V

.

=

2

6

8

E

L

E

V

.

=

2

6

7

E

L

E

V

.

=

2

6

6

D

IS

T

=

1

0

7

.0

4

m

.

A

Z

I =

2

0

4

°2

7

'1

0

"

8

P

I

9

P

I

1

0

P

I

11

PI

12

PI

D

IS

T

=

7

0

.7

7

m

.A

Z

I =

1

9

5

°1

6

'2

1

"

DIS

T =158.9

9m.

AZI =

191°21'4

8"

DIS

T =

41.49m.

AZ

I =167°08'42"

D

IS

T =

74.78m

.

A

Z

I =

184°48'4

3"

DIS

T =

157.0

7m

.

AZ

I =183°30'2

4"

E

L

E

V

.

=

2

6

7

E

L

E

V

.=

2

9

1

E

L

E

V

.

=

2

6

4

E

L

E

V

.

=

2

6

3

MA

TCH

LIN

EST

A. 0

+620

PI STA. E R T V (kph)Lc e %

WideningPC

PT

0.521+008.57 03°54'33" 01°16'48" 30.48893.22

60.94 0+978.091+039.03

12 1.221+079.31 09°10'49" 03°01'19" 30.44379.16 60.75 1+048.87

1+109.62

D

0.02m/m70 kph 0.60 m.

0.04m/m60 kph 0.75 m.

ELEMENTS OF CURVES

11

0.880+849.60 06°33'05" 02°07'48" 30.78537.72

61.49 0+818.600+880.31

0.04m/m 30 kph 0.75 m.10




11 pcs. CROSS DRAIN




11 pcs. CROSS DRAIN

BENCH MARK

TBM. NO.

ELEVATION (m)

04

REMARKS

TBM LAST ON CONCRETE MOHON.ELEV.=275.11

05TOP ON RCPC HEADWALL.

ELEV.=282.78

06

PAINT MARK ON HARD ROCK.ELEV.=295.14

07

TOP EDGE OF HEADWALL.ELEV.=292.71

PI NO. I

TEST PIT

STA.0+780

TEST PIT

STA.1+100

PC

PC

PT

PC

PT

+O +O +O +O +O

g = +3.264%

g = + 9.011% g = + 2.857%

g = +5.556% g = - 3.050%

0+686.19

0+707.72 0+759.26

0+780.80

e=0.03 m/m

DS= 40 kph

TL= 21.54

W = 0.90 m

e=0.03 m/m

DS= 60 kph

TL= 23.19

W = 0.75 m

0+800.42

0+823.61 0+875.52

0+898.72

e=0.02 m/m

DS= 70 kph

TL= 21.32

W = 0.60 m

0+959.96

0+981.28 1+035.84

1+042.31

1+055.25 1+103.24

1+133.95

e=0.04 m/m

DS= 75 kph

TL= 30.71

W = 0.75 m

PVI STA. 0+690

ELEV. = 273.30

MO = 0.245

LVC = 60 m.

L1 =L2= 30 m.

PVI STA. 0+800

ELEV. = 276.89

MO = 0.676

LVC = 60 m.

L1 =L2= 30 m.

g

=

+

8

.

0

4

0

%

g

=

+

3

.

2

6

4

%

g

=

+

5

.

5

5

6

%

275

PVI STA. 0+800

ELEV. = 276.89

MO = 0.676

LVC = 60 m.

L1 =L2= 30 m.

PVI STA. 0+890

ELEV. = 285.00

MO = 0.462

LVC = 60 m.

L1 =L2= 30 m.

g

=

+

9

.

0

1

1

%

g

=

+

2

.8

5

7

%

280

285

g

=

+

5

.

5

5

6

%

285

PVI STA. 1+030

ELEV. = 289.00

MO = 0.202

LVC = 60 m.

L1 =L2= 30 m.

PVI STA. 1+120

ELEV. = 294.00

MO = 0.188

LVC = 60 m.

L1 =L2= 30 m.

290

295

STA. 0+792.72

27

5.9

92

76

.0

9

STA. 0+861.22

28

1.8

62

82

.4

0

STA. 0+956.69

28

6.9

32

86

.9

0

1-LINE EXIST.RCCP 1.00mm dia.

17 PCS. NEED WINGWALL AND

HEADWALL.

STA. 1+186.33

29

2.9

72

93

.2

9

g

=

-

2

.5

4

0

%

MA

TCH

LIN

E

STA

. 1+1

86

STA. 1+186

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL



VERTICAL CURVATURE

E L E

V A

T

I O

N



DRAFTED:

SHEET NO.

10

12

10

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

PLAN AND PROFILE

SUPER ELEVATION

AND WIDENING

P L A N

SCALE ;

1 / 1000 M.

MAGITING A. CRUZ

DISTRICT ENGINEER

PROFILE

1:1000

1:100

HOR

VERT.

M.

M.

+O

290

300

PCPT



295

1+200

29

3.1

6

29

2.9

7

29

3.4

4

29

3.5

0

29

3.6

2

29

3.5

1

29

3.4

0

29

3.2

0

29

2.9

3

29

2.6

6

29

2.9

2

29

3.0

8

29

3.1

8

29

3.4

9

29

4.5

4

29

5.4

9

29

6.6

5

29

7.6

6

29

7.9

2

29

7.9

5

29

7.9

6

29

7.9

0

29

9.1

9

30

0.9

6

30

3.5

5

30

5.9

2

30

8.3

5

31

1.3

2

31

4.2

7

1+300 1+400 1+500 1+600 1+700 1+8001+7601+186

29

8.2

0

1+618.49

29

8.5

0

1+620.00

29

8.2

0

29

3.7

6

29

3.2

9

29

4.3

2

29

4.2

5

29

4.0

6

29

3.8

7

29

3.6

8

29

3.4

9

29

3.3

0

29

3.1

1

29

2.9

5

29

3.2

3

29

3.5

4

29

4.0

0

29

4.7

6

29

5.8

1

29

7.0

0

29

7.9

0

29

8.2

0

29

8.2

0

29

8.2

0

29

8.2

0

29

8.5

1

30

0.6

9

30

3.1

8

30

5.6

7

30

8.1

6

31

0.6

5

31

3.1

3

29

8.2

0

29

8.2

0

PVI STA. 1+170

ELEV. = 292.73

MO = 0.044

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 1+220

ELEV. = 294.44

MO = 0.124

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 1+380

ELEV. = 292.92

MO = 0.030

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 1+450

ELEV. = 294.01

MO = 0.332

LVC = 60 m.

L1 =L2= 30 m.

PVI STA. 1+520

ELEV. = 298.20

MO = 0.299

LVC = 40 m.

L1 =L2= 20 m.

PVI STA. 1+640

ELEV. = 298.20

MO = 0.311

LVC = 20 m.

L1 =L2= 10 m.

g

=

+

3

.

4

2

0

%

g =

- 0.950%

g =

+

1.557%

g

=

+

5

.

9

8

6

%

g = +0.000%

g

=

+

1

2

.

4

4

5

%

295

g

=

+

1

2

.

4

4

5

%

300

305

310

305

CL EXST RCPC 610MM

635

293.03

D

O

W

N

IN

LE

T640

292.0

8

T

B

M

7

T

O

P

E

D

G

E

H

D

W

A

L

L

6

4

32

9

2

.7

1

DOWN GRND OUTELT

651

290.68

CL

661

293.56

GRND DOWN THEN CONC HOUSE

668

291.76

CL

669

293.58

CL

670

293.56

GRND WD BOHECO POST

673

294.32

GRND WD GMLINA

676

293.36

GRND DOWN BEG PROPOSE SLOPE PRO

677

292.02

CL

678

293.69

CL

679

293.61

GRND FLAT

684

295.34

CL

688

293.56 CL

689

293.49

GRND DOWN

696

292.41

CL

697

293.33

CL

698

293.24

GRND WD BOHECO POST

701

294.24

GRND DOWN END PROPOSE SLOPE

705

292.24

CL

706

293.09

CL

707

292.95

GRND FLAT

710

293.38

GRND DOWN

713

291.57

CL

714

292.92

CL EXST RCPC 910MM 2 LINES

715

292.82

TO

P H

DW

ALL717

292.5

0

D

O

W

N

G

R

N

D

IN

LE

T

719

290.98

T

O

P

R

C

P

C

7

2

9

2

9

1

.5

1

D

O

W

N

G

R

N

D

O

U

T

L

E

T

730

2

9

0

.6

4

CL

737

292.89 CL

738

293.12

GRND

740

294.46


742

292.62

GRND DOWN

745

290.69

CL

746

293.32

CL

747

293.39

GRND DOWN

753

292.00

CL EXST RCPC 910MM 2 LINES

754

293.56

DOWN GRND INLET WD CATCH BASIN

760

291.76

UP TOP CATCH BASIN

764

293.26

U

P

T

O

P

C

A

T

C

H

B

A

S

IN

7

6

52

9

3

.2

9

TO

P R

CPC

769

291.9

4

DOW

N GRND OUTELT

771

291.12

DOWN GRND OUTELT

775

289.85

CL

776

294.10

CL

777

294.82

GRND WD MAHOGANY 1MDIA

780

294.97

GRND FLAT

781

295.61

GRND

784

293.69

T

B

M

8

P

A

IN

T

M

A

R

K

O

N

T

O

P

C

L

H

D

W

A

L

7

8

5

2

9

3

.6

4

BOHECOPOST

786

295.01

CL

787

295.32

CL

788

295.63

GRND UP

791

296.56

GRND DOWN

794

294.00

CL

795

296.55

CL

796

297.00

GRND UP 1M THEN FLAT

799

297.77

GRND END PROPOSE SLOPE PRO

801

296.41

G

R

N

D

D

O

W

N

S

LO

PE 2

.1

802

295.2

2

2 GIANT ACACIA 1MDIA

803

297.91

CL

804

297.86

CL

805

297.93

GRND UP THEN FLAT

808

299.86

GRND DOWN BEG PROPOSE SLOPE PRO

811

295.94

CL

813

298.01

CL

814

298.05

GRND

816

298.05

GRND UP 2M THEN FLAT

817

302.57

GRND

820

297.20

CL

821

298.15

CL

822

298.07

GRND UP

825

300.18

GRND DOWN

828

296.53

CL

829

297.98

CL

830

297.99

GRND FLAT WD TIMBER HOUSE

832

297.82

GRND DOWN 3M

835

296.34

CONC MOHON

836

297.97

BOHECO POST

837

297.65

CL

838

298.12

CL EXST DOUBLE BAREL RCBC 3X3

839

298.27

HDWALL

841

298.53

TBM

9 PAINT M

ARK ON HDW

ALL

842

298.53

TOP HDWALL

844

298.39

CL

848

295.12

CL

852

295.13

TOP EDGE FLOORNG

853

294.48

TOP EDGE FLOORNG

854

294.44

DOWN GRND OUTLET855

293.67

CL

856

298.83

CL

857

299.43

GRND PROVIDE SLOPE PRO

859

298.37

GRND FLAT

860

298.13

GRND DOWN PROVIDE SLOPE PRO

863

296.99

CL

864

300.58

CL

865

301.67

GRND UP WD COCO TRUNK

869

303.65

GRND DOWN

872

300.04

CL

873

303.27

CL

874

305.32

GRND WD BOHECO POST

877

305.95

GRND WD CONC HOUSE 15M AWAY

878

306.70

GRND DOWN END PROPOSE SLOPE PRO

881

302.42

CL

882

306.68

CL EXST RCPC 610MM 1 LINE

883

307.92

HDWALL

885

308.38

GRND SILTED RCPC

886

308.39

T

O

P

S

IL

T

E

D

R

C

P

C

8

8

93

0

7

.3

1

D

O

W

N

G

R

N

D

O

U

TLET

890

306.9

0

CL

896

309.57

CL

897

311.38

GRND DOWN

903

309.65

CL

904

313.22

RP1 PAINT MARK ON BOHECO POST

913

314.92

1+186

1+200

1+220

1+240

1+260

1+280

1+300

1+320

1+340

1+360

1+380

1+400

1+420

1+440

1+460

1+480

1+500

1+520

1+540

1+560

1+580

1+600

1+620

1+640

1+660

1+680

1+700

1+720

1+740

1+760

PC

: 1+

256.18

Mid

: 1+

300.10

PT

: 1+

344.02

PC

: 1+

507.21

Mid

: 1+

532.55

PT

: 1+

557.88

PC

: 1+

609.73

Mid

: 1+

620.01

PT

: 1+

630.30

PC

: 1+

690.62

Mid

: 1+

713.26

PT

: 1+

735.90

PC

: 1+

743.63

Mid

: 1+

760.11

DE

SIG

N S

PE

ED

=

100 km

/h

1+

186.00

ELE

V.=293

DIST =114.18m.

AZI =205°35'43"

1

3

P

I

14

P

I

16

P

I

1

7

P

I

DIST =232.54m.

AZI =213°12'29"

DIS

T =

93.2

6m

.

AZ

I =207°2

3'1

4"

DIST = 46.99m.

AZI =213°48'12"

DIST = 87.50m.

AZI =206°10'30"

1

5

P

I

ELE

V.=

292

ELEV.=294

E

L

E

V

.

=

2

9

5

E

L

E

V

.

=

2

9

4

E

LE

V

.=295

E

L

E

V

.

=

2

9

4

E

L

E

V

.

=

2

9

3

E

L

E

V

.=

2

9

1

E

L

E

V

.

=

2

9

2

E

L

E

V

.

=

2

9

2

E

L

E

V

.=

2

9

1

E

L

E

V

.

=

2

9

1

E

L

E

V

.

=

2

9

4

E

L

E

V

.

=

2

9

4

E

L

E

V

.

=

2

9

3

E

L

E

V

.=

2

9

2

E

L

E

V

.

=

2

9

4

E

L

E

V

.

=

2

9

3

E

L

E

V

.

=

2

9

5

E

L

E

V

.

=

2

9

5

E

L

E

V

.

=

2

9

6

E

L

E

V

.

=

2

9

7

E

L

E

V

.

=

2

9

8

E

L

E

V

.

=

2

9

9

E

L

E

V

.

=

3

0

0

E

L

E

V

.

=

3

0

1

E

L

E

V

.

=

3

0

2

E

L

E

V

.=

2

9

6

E

L

E

V

.

=

3

0

2

E

L

E

V

.

=

3

0

1

E

L

E

V

.

=

3

0

0

E

L

E

V

.

=

2

9

9

E

L

E

V

.

=

2

9

8

E

L

E

V

.

=

2

9

7

E

L

E

V

.

=

2

9

6

E

L

E

V

.

=

2

9

7

E

L

E

V

.=

2

9

7

E

L

E

V

.=

2

9

8

E

L

E

V

.=

2

9

9

E

L

E

V

.=

3

0

0

E

L

E

V

.=

3

0

1

E

L

E

V

.

=

2

9

8

E

L

E

V

.

=

2

9

9

E

L

E

V

.

=

3

0

0

E

L

E

V

.

=

3

0

1

E

L

E

V

.

=

3

0

2

E

L

E

V

.

=

3

0

3

E

L

E

V

.

=

3

0

4

E

L

E

V

.

=

3

0

5

E

L

E

V

.

=

3

0

6

E

L

E

V

.

=

3

0

7

E

L

E

V

.

=

3

0

8

E

L

E

V

.

=

3

0

9

E

L

E

V

.

=

3

1

0

E

L

E

V

.

=

3

1

1

E

L

E

V

.

=

3

1

2

E

L

E

V

.

=

3

1

3

E

L

E

V

.

=

3

1

4

E

L

E

V

.

=

3

1

5

E

L

E

V

.=

3

0

2

E

L

E

V

.

=

3

0

3

E

L

E

V

.

=

3

0

4

E

L

E

V

.

=

3

0

5

E

L

E

V

.

=

3

0

6

E

L

E

V

.

=

3

0

7

E

L

E

V

.

=

3

0

8E

L

E

V

.

=

3

0

9

E

L

E

V

.

=

3

1

0

E

L

E

V

.

=

3

1

1

E

L

E

V

.

=

3

1

2

E

L

E

V

.

=

3

1

3

E

L

E

V

.

=

3

1

4

E

L

E

V

.=

2

9

0

E

L

E

V

.

=

2

9

0

MA

TC

HL

INE

STA

. 1+1

86

MA

TC

HL

INE

STA

. 1+7

60

TEST PIT

STA.1+300

TEST PIT

STA.1+660

BENCH MARK

TBM. NO.

ELEVATION (m)

08

REMARKS

PAINT MARK ON TOP CENTERLINE HEADWALL.ELEV.=293.64

09PAINT MARK ON HEADWALL.

ELEV.=298.53

10

PAINT MARK ON HEADWALL.ELEV.=308.04

TBM10 PAINT MARK ON HDWALL

895

308.04

ELEMENTS OF CURVES


07°36'46" 01°41'20"

WideningPC

PT

13 1.501+300.1045.14

678.49 90.151+254.96

1+345.11

14 0.951+532.55 07°01'59" 02°16'30" 30.95503.60

61.82 1+501.601+563.42

15 0.161+532.55 01°12'44" 00°24'00" 30.25

2,859.3760.50 1+502.30

1+562.80

D

0.02m/m60 kph

0.03m/m 60 kph 0.60 m.

0.01m/m80 kph 0.60 m.

0.60 m.

PI NO.

ELEMENTS OF CURVES


06°24'58" 02°06'57"

WideningPC

PT

16 0.851+713.2630.35

541.56 60.641+682.91

1+743.55

17 2.201+760.11 16°35'10" 05°30'00" 30.35208.19

60.27 1+729.761+790.03

D

0.03m/m60 kph

0.03m/m 40 kph 0.75 m.

0.60 m.

PI NO.

1.4

61

1.22

+O +O +O +O +O

g = +3.420%

g = - 0.950%

g = +1.557%g = +5.986%

g = +0.000%

g = +12.445%

PC

PTPC

PT

PC

PT

PC

e=0.02 m/mDS= 60 kph

TL= 19.54

W = 0.60 m

1+238.61

1+258.151+341.92

1+361.46

e=0.03 m/m

DS= 60 kph

TL= 25.13

W = 0.60 m

1+481.26

1+506.39 1+558.63

1+583.76

e=0.03 m/m DS= 60 kph

TL= 25.13

W = 0.60 m

1+662.57

1+687.69 1+738.76

1+763.89

STA. 1+362.49

29

2.6

92

93

.0

9

STA. 1+434.92

29

3.7

52

94

.1

6

STA. 1+715.88

30

7.8

23

07

.6

5

7.325

8.2

77

STA. 0+186




12 pcs. CROSS DRAIN

STA. 1+362.49


14 PCS . ADD'L. OF 8 PCS.

910mm dia, CROSS DRAIN

STA. 1+434.92


12 PCS. ADD'L. 12 PCS. 910mm

dia.CROSS DRAIN

STA. 1+715.88




11 pcs. CROSS DRAIN

29

8.2

0

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

END OF PROJECTSTA. 1+834.93



VERTICAL CURVATURE

E L E

V A

T

I O

N



DRAFTED:

SHEET NO.

10

12

10

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

PLAN AND PROFILE

SUPER ELEVATION

AND WIDENING

P L A N

SCALE ;1 / 1000 M.

MAGITING A. CRUZ

DISTRICT ENGINEER

PROFILE

1:1000

1:100

HOR

VERT.

M.

M.

+O

320



315

31

4.2

7

1+900 2+000 2+100 2+200 2+3001+800

1+760

31

6.3

6

31

8.4

0

32

0.6

8

31

3.1

3

31

5.6

2

31

8.1

1

32

0.6

0

32

2.4

63

22

.4

6

310

ELEV. =322.46

1+834.93

BENCH MARK

TBM. NO.

ELEVATION (m)

11

REMARKS

NAIL DRIVEN ON CUT MOLAVE.ELEV.=324.81

PI - 17

REFERENCE POINTS

PI NO. REF. NO. DIST.AZIMUTH REMARKS

1

2

225°53'34"

209°47'34"

04.73

22.05

PAINT MARK ON BOHECO POST L/S OF ROAD.

PAINT MARK ON GEMILINA TREE L/S OF ROAD.

CL

904

313.22

CL

905

314.54

GRND UP NXT

909

315.02

RP1 PAINT MARK ON BOHECO POST

913

314.92

CL

914

315.88

CL

915

316.49

GRND UP

919

317.46

GRND DOWN

922

315.45

RP2 PAINT MARK ON GMLINA TREE

923

316.15

CL

924

318.07

CL

925

318.48

GRND UP WD MOLAVE TREE .8MDIA928

319.67

GRND DOWN

931

316.76

CL

932

319.22

CL EXST RCPC 610MM 1 LINE

933

320.21

DOWN GRND INLET SIITED

937

320.10

DENR CONC MONUMENT MAP 878

940

320.15

T

O

P

9

4

3

3

2

0

.3

7

D

O

W

N

G

R

N

D

O

U

T

L

E

T

9

4

6

3

1

9

.3

4

BOHECO POST

949

321.17

CL

950

321.91

CL

951

322.52

GRND WD TIMBER HOUSE

954

323.52

GRND DOWN

957

321.20

TBM

11 N

AIL D

R

IVEN

O

N

C

U

T M

O

LAV

958

324.81

1+760

1+780

1+800

1+820

1+835

M

id: 1+

760.11

PT

: 1+

776.59

PC

: 1+

798.94

Mid

: 1+

812.00

PT

: 1+

825.06

EP

: 1+

834.93

1

7

P

I

1

8

P

I

D

IS

T

=

5

2

.0

1

m

.A

Z

I =

1

9

7

°1

3

'0

2

"

D

IS

T =

22.95 m

.

A

ZI =

202°18'5

8"

E

L

E

V

.

=

3

1

3

E

L

E

V

.

=

3

1

4

E

L

E

V

.

=

3

1

5

E

L

E

V

.

=

3

1

6

E

L

E

V

.

=

3

1

7

E

L

E

V

.

=

3

1

8

E

L

E

V

.

=

3

1

9

E

L

E

V

.

=

3

2

0

E

L

E

V

.

=

3

2

1

E

L

E

V

.

=

3

2

2

E

L

E

V

.

=

3

2

3

E

L

E

V

.

=

3

2

4

E

L

E

V

.

=

3

2

4

E

L

E

V

.

=

3

2

3

E

L

E

V

.

=

3

2

2

E

L

E

V

.

=

3

2

1

E

L

E

V

.

=

3

2

0

E

L

E

V

.

=

3

1

9

E

L

E

V

.

=

3

1

8

E

L

E

V

.

=

3

1

7

E

L

E

V

.

=

3

1

6

E

L

E

V

.

=

3

1

5

E

L

E

V

.

=

3

1

3

E

L

E

V

.

=

3

1

4

ELEMENTS OF CURVES


WideningPC

PT

18 0.681+812.00 05°05'56" 01°40'08" 30.56686.33

61.08 1+781.441+842.52

D

0.02m/m 60 kph 0.60 m.

PI NO.

STA. 1+813.59



TO RCPC 910mm dia. 12 pcs.

CROSS DRAIN

MA

TC

HL

INE

STA

. 1+7

60

17 2.201+760.11 16°35'10" 05°30'00" 30.35

208.1960.27 1+729.76

1+790.030.03m/m 0.75 m.40 kph

g

=

+

1

2

.

4

4

5

%

g = +12.445%

PT

PC PT

1+834.93

31

9.9

23

19

.8

0

7.647

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:199.5

OF

F:4.70m

R

ELE

V:200.4

OF

F:5.41m

R

ELE

V:199.7

OF

F:0.00m

ELE

V:199.5

OF

F:-3.75m

L

ELE

V:200.0

OF

F:-10.12m

L

ELE

V:200.3

OF

F:-13.28m

L

ELE

V:200.5

OF

F:-14.18m

L

ELE

V:200.3

OF

F:0.00m

ELE

V:202.1

OF

F:3.81m

R

ELE

V:202.2

OF

F:7.97m

R

ELE

V:202.5

OF

F:0.00m

ELE

V:202.1

OF

F:-5.80m

L

ELE

V:202.3

OF

F:-6.53m

L

ELE

V:201.3

OF

F:3.25m

R

ELE

V:204.6

OF

F:7.49m

R

ELE

V:205.2

OF

F:8.97m

R

ELE

V:205.1

OF

F:0.00m

ELE

V:204.7

OF

F:-5.94m

L

ELE

V:203.4

OF

F:-7.23m

L

ELE

V:203.7

OF

F:0.00m

ELE

V:206.2

OF

F:3.94m

R

ELE

V:206.1

OF

F:8.95m

R

ELE

V:205.4

OF

F:0.00m

ELE

V:206.2

OF

F:-3.24m

L

ELE

V:203.8

OF

F:-6.49m

L

ELE

V:204.2

OF

F:-7.69m

L

ELE

V:204.7

OF

F:0.00m

ELE

V:205.9

OF

F:5.10m

R

ELE

V:205.8

OF

F:8.98m

R

ELE

V:206.2

OF

F:0.00m

ELE

V:205.9

OF

F:-5.47m

L

ELE

V:205.4

OF

F:-8.61m

L

ELE

V:206.8

OF

F:0.00m

ELE

V:209.7

OF

F:3.46m

R

ELE

V:209.8

OF

F:8.71m

R

ELE

V:209.6

OF

F:0.00m

ELE

V:209.7

OF

F:-4.05m

L

ELE

V:208.3

OF

F:-8.64m

L

ELE

V:209.8

OF

F:0.00m

ELE

V:213.3

OF

F:3.11m

R

ELE

V:213.8

OF

F:6.74m

R

ELE

V:212.9

OF

F:7.37m

R

ELE

V:212.5

OF

F:0.00m

ELE

V:213.3

OF

F:-3.05m

L

ELE

V:213.2

OF

F:-6.75m

L

ELE

V:212.9

OF

F:-7.54m

L

ELE

V:212.8

OF

F:0.00m

ELE

V:215.2

OF

F:3.81m

R

ELE

V:215.7

OF

F:5.81m

R

ELE

V:215.1

OF

F:0.00m

ELE

V:215.2

OF

F:-3.92m

L

ELE

V:216.2

OF

F:-7.74m

L

ELE

V:215.8

OF

F:-8.04m

L

ELE

V:215.7


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol

DETAILED CROSS SECTIONS

SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 206

ELEV.= 205

ELEV.= 204

ELEV.= 209

ELEV.= 210

ELEV.= 208

ELEV.= 213

ELEV.= 214

ELEV.= 212

ELEV.= 215

ELEV.= 214

ELEV.= 213

G.E. = 205.91

F.G. = 207.24

G.E. = 209.78

F.G. = 210.54

G.E. = 213.06

F.G. = 213.14

G.E. = 214.97

F.G. = 214.67

STA. 0+120

STA. 0+100

STA. 0+080

STA. 0+060

G.E. = 199.52

F.G. = 199.52

ELEV.= 200

ELEV.= 199

ELEV.= 198

G.E. = 201.51

F.G. = 202.12

ELEV.= 202

ELEV.= 203

ELEV.= 201

STA. 0+000

G.E. = 203.87

F.G. = 203.72

ELEV.= 204

ELEV.= 205

ELEV.= 203

G.E. = 204.24

F.G. = 204.40

ELEV.= 205

ELEV.= 204

ELEV.= 203

STA. 0+020

STA. 0+040

STA. 0+046.26



Se =0.02m/m

C = L

Se =0.02m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

STA. 0+046.26




16 pcs. CROSS DRAIN

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

INLET

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =13.50 SQ. M

0.25

0.50

0.30

0.60

AREA 200(1) = 2.88 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 4.70 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 5.70 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 25.55 SQ. M

AREA 500(1)a3= 16.00 L.m.

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.00 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.68 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 5.90 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =17.40 SQ. M

AREA 104(2)a =10.88 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.15 SQ. M

AREA 104(2)a = 7.20 SQ. M

AREA 101(4)a1 = 8.00 L.m.

AREA 103(1)a = 0.40 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:216.0

OF

F:4.30m

R

ELE

V:217.3

OF

F:4.63m

R

ELE

V:217.6

OF

F:0.00m

ELE

V:216.0

OF

F:-3.43m

L

ELE

V:217.0

OF

F:-6.53m

L

ELE

V:216.8

OF

F:-8.70m

L

ELE

V:214.8

OF

F:0.00m

ELE

V:213.4

OF

F:3.59m

R

ELE

V:214.0

OF

F:6.44m

R

ELE

V:216.7

OF

F:0.00m

ELE

V:213.4

OF

F:-5.88m

L

ELE

V:213.7

OF

F:-7.53m

L

ELE

V:214.0

OF

F:0.00m

ELE

V:211.9

OF

F:3.07m

R

ELE

V:211.0

OF

F:4.96m

R

ELE

V:215.9

OF

F:0.00m

ELE

V:211.9

OF

F:-3.01m

L

ELE

V:210.4

OF

F:-6.91m

L

ELE

V:213.9

OF

F:-10.27m

L

ELE

V:214.7

OF

F:0.00m

ELE

V:211.8

OF

F:3.30m

R

ELE

V:210.6

OF

F:4.71m

R

ELE

V:215.8

OF

F:0.00m

ELE

V:211.8

OF

F:-3.18m

L

ELE

V:210.3

OF

F:-6.98m

L

ELE

V:213.9

OF

F:-10.53m

L

ELE

V:214.7

OF

F:0.00m

ELE

V:215.9

OF

F:3.15m

R

ELE

V:215.0

OF

F:5.84m

R

ELE

V:216.0

OF

F:0.00m

ELE

V:215.9

OF

F:-4.61m

L

ELE

V:213.8

OF

F:-8.92m

L

ELE

V:215.6

OF

F:-11.77m

L

ELE

V:215.3

OF

F:0.00m

ELE

V:216.9

OF

F:3.83m

R

ELE

V:217.3

OF

F:13.16m

R

ELE

V:217.9

OF

F:15.23m

R

ELE

V:219.0

OF

F:0.00m

ELE

V:216.9

OF

F:-3.12m

L

ELE

V:216.3

OF

F:-9.30m

L

ELE

V:216.0

OF

F:0.00m

ELE

V:219.0

OF

F:3.59m

R

ELE

V:218.5

OF

F:8.15m

R

ELE

V:219.4

OF

F:14.21m

R

ELE

V:221.1

OF

F:0.00m

ELE

V:219.0

OF

F:-3.04m

L

ELE

V:218.4

OF

F:-6.31m

L

ELE

V:216.8

OF

F:-6.92m

L

ELE

V:216.7

OF

F:0.00m

ELE

V:219.5

OF

F:4.84m

R

ELE

V:219.2

OF

F:8.29m

R

ELE

V:220.0

OF

F:0.00m

ELE

V:219.5

OF

F:-3.96m

L

ELE

V:218.8

OF

F:-7.99m

L

ELE

V:217.3


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 216

ELEV.= 215

ELEV.= 214

ELEV.= 216

ELEV.= 217

ELEV.= 215

ELEV.= 218

ELEV.= 219

ELEV.= 217

ELEV.= 220

ELEV.= 219

ELEV.= 218

G.E. = 215.05

F.G. = 215.74

G.E. = 216.33

F.G. = 217.18

G.E. = 218.12

F.G. = 218.60

G.E. = 219.52

F.G. = 219.62

STA. 0+260

STA. 0+240

STA. 0+220

STA. 0+200

G.E. = 216.05

F.G. = 215.97

ELEV.= 217

ELEV.= 216

ELEV.= 215

G.E. = 215.05

F.G. = 215.72

ELEV.= 215

ELEV.= 216

ELEV.= 214

STA. 0+140

G.E. = 215.09

F.G. = 215.56

ELEV.= 215

ELEV.= 216

ELEV.= 214

G.E. = 215.09

F.G. = 215.69

ELEV.= 216

ELEV.= 215

ELEV.= 214

STA. 0+160

STA. 0+178.63

STA. 0+180



Se =0.02m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.02m/m

C = R

Se =0.03m/m

C = R

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60




12 pcs. CROSS DRAIN

INLET

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

S

=

2

:

1

S

=

2

:

1

S

=

2

:

1

0.25

0.50

0.30

0.60

0.30

0.60

0.30

0.60

0.30

0.60

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.10 SQ. M

AREA 102(2) = 3.00 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 102(2) = 20.25 SQ. M

AREA 104(2)a = 1.20 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =16.42 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 11.00 SQ. M

AREA 500(1)a3= 12.00 L.m.

AREA 103(1)a = 2.00 SQ. M

AREA 102(2) = 37.00 SQ. M

AREA 101(4)a1= 6.00 L.m.

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 6.55 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 1.60 SQ. M

AREA 104(2)a = 4.80 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 3.95 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.55 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.65 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:219.7

OF

F:4.58m

R

ELE

V:219.6

OF

F:8.58m

R

ELE

V:217.8

OF

F:0.00m

ELE

V:219.7

OF

F:-4.03m

L

ELE

V:216.9

OF

F:0.00m

ELE

V:219.9

OF

F:3.33m

R

ELE

V:219.4

OF

F:6.42m

R

ELE

V:216.7

OF

F:0.00m

ELE

V:219.9

OF

F:-3.03m

L

ELE

V:216.6

OF

F:-6.18m

L

ELE

V:220.0

OF

F:0.00m

ELE

V:220.1

OF

F:3.18m

R

ELE

V:220.3

OF

F:7.23m

R

ELE

V:216.5

OF

F:0.00m

ELE

V:220.1

OF

F:-3.01m

L

ELE

V:217.6

OF

F:-6.18m

L

ELE

V:220.2

OF

F:0.00m

ELE

V:222.8

OF

F:3.32m

R

ELE

V:222.3

OF

F:7.77m

R

ELE

V:221.0

OF

F:14.50m

R

ELE

V:219.9

OF

F:0.00m

ELE

V:222.8

OF

F:-3.07m

L

ELE

V:223.1

OF

F:-6.16m

L

ELE

V:221.7

OF

F:0.00m

ELE

V:226.4

OF

F:6.39m

R

ELE

V:226.1

OF

F:0.00m

ELE

V:226.4

OF

F:-3.44m

L

ELE

V:224.9

OF

F:-5.46m

L

ELE

V:224.0

OF

F:0.00m

ELE

V:229.0

OF

F:3.31m

R

ELE

V:227.3

OF

F:7.98m

R

ELE

V:228.2

OF

F:11.20m

R

ELE

V:229.2

OF

F:14.93m

R

ELE

V:229.2

OF

F:0.00m

ELE

V:229.0

OF

F:-3.67m

L

ELE

V:226.8

OF

F:-4.67m

L

ELE

V:226.9

OF

F:0.00m

ELE

V:230.3

OF

F:4.00m

R

ELE

V:229.7

OF

F:10.47m

R

ELE

V:231.5

OF

F:15.47m

R

ELE

V:232.3

OF

F:0.00m

ELE

V:230.3

OF

F:-3.08m

L

ELE

V:228.7

OF

F:-4.59m

L

ELE

V:228.5

OF

F:0.00m

ELE

V:234.5

OF

F:3.74m

R

ELE

V:234.7

OF

F:7.82m

R

ELE

V:234.0

OF

F:13.21m

R

ELE

V:235.2

OF

F:16.23m

R

ELE

V:235.3

OF

F:0.00m

ELE

V:234.5

OF

F:-4.53m

L

ELE

V:232.5


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 227

ELEV.= 226

ELEV.= 225

ELEV.= 228

ELEV.= 229

ELEV.= 227

ELEV.= 230

ELEV.= 231

ELEV.= 229

ELEV.= 233

ELEV.= 232

ELEV.= 231

G.E. = 226.45

F.G. = 226.35

G.E. = 227.74

F.G. = 228.34

G.E. = 229.45

F.G. = 230.08

G.E. = 232.60

F.G. = 232.46

STA. 0+400

STA. 0+380

STA. 0+360

STA. 0+340

G.E. = 219.74

F.G. = 219.92

ELEV.= 220

ELEV.= 219

ELEV.= 218

G.E. = 220.06

F.G. = 220.96

ELEV.= 220

ELEV.= 221

ELEV.= 219

STA. 0+280

G.E. = 220.12

F.G. = 220.90

ELEV.= 220

ELEV.= 221

ELEV.= 219

G.E. = 222.79

F.G. = 223.46

ELEV.= 223

ELEV.=222

ELEV.= 221

STA. 0+296.90

STA. 0+300

STA. 0+320



Se =0.03m/m

C = R

Se =0.03m/m

C = R

Se =0.02m/m

C = R

Se =0.03m/m

C = R

Se =0.04m/m

C = R

22

2.7

92

23

.4

6


7 pcs. NEED ADD'L. RCPC

910mm dia.910 mm dia. 7pcs.

CROSS DRAIN

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

0.25

0.50

0.30

0.60

S

=

2

:

1

0.25

0.50

0.30

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

0.25

0.50

0.30

0.60

S

=

2

:

1

0.25

0.50

12 3 4

12

3

0.25

0.50

INLET

S

=

2

:

1

0.25

0.50

0.30

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

0.25

0.50

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.25

0.50

0.25

0.50

0.25

0.50

0.30

0.60

0.30

0.60

0.30

0.60

0.30

0.60

S

=

2

:

1

0.25

0.50

0.60

0.30

S

=

2

:

1

S

=

2

:

1

S

=

2

:

1

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 5.80 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.60 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 8.00 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 2.70 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 3.00 SQ. M

AREA 102(2) = 4.00 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a =12.60 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 6.75 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 2.35 SQ. M

AREA 102(2) = 6.70 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 18.70 SQ. M

AREA 500(1)a3= 7.00 L.m. Add'l.

AREA 103(1)a = 2.00 SQ. M

AREA 104(2)a = 17.40 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:234.8

OF

F:6.63m

R

ELE

V:235.1

OF

F:11.79m

R

ELE

V:237.1

OF

F:0.00m

ELE

V:234.8

OF

F:-3.83m

L

ELE

V:232.9

OF

F:0.00m

ELE

V:236.2

OF

F:6.25m

R

ELE

V:237.1

OF

F:10.50m

R

ELE

V:238.2

OF

F:0.00m

OF

F:-4.88m

L

ELE

V:235.1

OF

F:-7.00m

L

ELE

V:236.5

240

OF

F:0.00m

ELE

V:241.3

OF

F:5.76m

R

ELE

V:240.9

OF

F:10.39m

R

ELE

V:241.4

OF

F:0.00m

ELE

V:241.3

OF

F:-7.64m

L

ELE

V:241.2

OF

F:-8.48m

L

ELE

V:239.7

OF

F:0.00m

ELE

V:243.9

OF

F:6.93m

R

ELE

V:243.6

OF

F:0.00m

ELE

V:243.9

OF

F:-6.94m

L

ELE

V:242.5

OF

F:-8.98m

L

ELE

V:242.1

OF

F:0.00m

ELE

V:245.9

OF

F:3.68m

R

ELE

V:246.4

OF

F:7.12m

R

ELE

V:246.7

OF

F:13.19m

R

ELE

V:245.9

OF

F:16.88m

R

ELE

V:246.3

OF

F:0.00m

ELE

V:245.9

OF

F:-5.27m

L

ELE

V:246.2

OF

F:-8.46m

L

ELE

V:246.2

OF

F:-12.07m

L

ELE

V:245.5

OF

F:0.00m

ELE

V:251.3

OF

F:4.96m

R

ELE

V:249.5

OF

F:0.00m

ELE

V:251.3

OF

F:-3.96m

L

ELE

V:250.3

OF

F:-8.59m

L

ELE

V:250.8

OF

F:-12.42m

L

ELE

V:250.5

OF

F:-16.05m

L

ELE

V:249.7

OF

F:0.00m

ELE

V:254.7

OF

F:6.15m

R

ELE

V:253.9

OF

F:11.69m

R

ELE

V:255.6

OF

F:12.22m

R

ELE

V:255.5

OF

F:0.00m

ELE

V:254.7

OF

F:-5.41m

L

ELE

V:254.8

OF

F:-11.02m

L

ELE

V:254.3

OF

F:-15.15m

L

ELE

V:254.1

OF

F:-17.85m

L

ELE

V:253.4

OF

F:0.00m

ELE

V:258.1

OF

F:3.26m

R

ELE

V:257.3

OF

F:7.09m

R

ELE

V:257.6

OF

F:8.17m

R

ELE

V:257.7

OF

F:0.00m

ELE

V:258.1

OF

F:-3.83m

L

ELE

V:258.1

OF

F:-9.77m

L

ELE

V:257.1

OF

F:-15.45m

L

ELE

V:256.7

OF

F:-17.53m

L

ELE

V:256.1


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 246

ELEV.= 245

ELEV.= 244

ELEV.= 250

ELEV.= 251

ELEV.= 249

ELEV.= 254

ELEV.= 255

ELEV.= 253

ELEV.= 259

ELEV.= 258

ELEV.= 257

G.E. = 245.94

F.G. = 247.30

G.E. = 250.48

F.G. = 251.20

G.E. = 254.67

F.G. = 255.34

G.E. = 257.26

F.G. = 257.80

STA. 0+534.67

STA. 0+520

STA. 0+500

STA. 0+480

G.E. = 234.60

F.G. = 235.32

ELEV.= 235

ELEV.= 234

ELEV.= 233

G.E. = 235.74

F.G. = 236.57

ELEV.= 235

ELEV.= 236

ELEV.= 234

STA. 0+412.69

G.E. = 239.88

F.G. = 240.64

ELEV.= 239

ELEV.= 240

ELEV.= 238

G.E. = 243.74

F.G. = 244.00

ELEV.= 244

ELEV.= 243

ELEV.= 242

STA. 0+420

STA. 0+440

STA. 0+460



Se =0.04m/m

C = R

Se =0.04m/m

C = R

Se =0.03m/m

C = R

Se =0.01m/m

C = R

Se =0.04m/m

C = L

Se =0.04m/m

C = L

Se =0.04m/m

C = L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.30

0.60

0.25

0.50

S

=

2

:

1

ELEV.= 247

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60




14 pcs. CROSS DRAIN

INLET

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

EXIST. CONCRETE PAVEMENT

NEED TO REMOVE

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 15.00 SQ. M

AREA 500(1)a3=14.00 L.m.

AREA 103(1)a = 2.05 SQ. M

AREA 102(2) = 2.80 SQ. M

AREA 101(4)a1= 7.00 L.m.

AREA 104(2)a = 3.00 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 4.70 SQ. M

AREA 102(2) = 1.00 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 3.50 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.00 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 7.70 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 5.50 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 3.00 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.90 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:258.8

OF

F:4.19m

R

ELE

V:258.8

OF

F:7.88m

R

ELE

V:258.6

OF

F:8.96m

R

ELE

V:258.1

OF

F:0.00m

ELE

V:258.8

OF

F:-4.54m

L

ELE

V:259.0

OF

F:-8.95m

L

ELE

V:258.1

OF

F:0.00m

ELE

V:261.2

OF

F:6.31m

R

ELE

V:260.8

OF

F:11.39m

R

ELE

V:260.8

OF

F:14.83m

R

ELE

V:259.4

OF

F:0.00m

ELE

V:261.2

OF

F:-6.76m

L

ELE

V:262.1

OF

F:-13.01m

L

ELE

V:261.5

OF

F:-13.91m

L

ELE

V:261.3

OF

F:0.00m

ELE

V:264.3

OF

F:3.35m

R

ELE

V:263.9

OF

F:8.16m

R

ELE

V:264.4

OF

F:12.77m

R

ELE

V:263.0

OF

F:0.00m

ELE

V:264.3

OF

F:-4.66m

L

ELE

V:265.3

OF

F:-9.05m

L

ELE

V:265.1

OF

F:-11.87m

L

ELE

V:265.4

OF

F:0.00m

ELE

V:265.3

OF

F:3.02m

R

ELE

V:265.2

OF

F:9.91m

R

ELE

V:266.1

OF

F:13.40m

R

ELE

V:265.6

OF

F:0.00m

ELE

V:265.3

OF

F:-3.48m

L

ELE

V:265.6

OF

F:-7.00m

L

ELE

V:265.2

OF

F:-10.58m

L

ELE

V:266.9

OF

F:0.00m

ELE

V:268.3

OF

F:4.35m

R

ELE

V:267.0

OF

F:8.60m

R

ELE

V:267.6

OF

F:11.70m

R

ELE

V:268.1

OF

F:0.00m

ELE

V:268.3

OF

F:-4.85m

L

ELE

V:268.8

OF

F:-8.52m

L

ELE

V:268.0

OF

F:-10.76m

L

ELE

V:268.4

OF

F:0.00m

ELE

V:271.0

OF

F:3.01m

R

ELE

V:270.9

OF

F:9.33m

R

ELE

V:270.4

OF

F:0.00m

ELE

V:271.0

OF

F:-5.62m

L

ELE

V:269.8

OF

F:-10.96m

L

ELE

V:269.8

OF

F:0.00m

ELE

V:270.7

OF

F:3.97m

R

ELE

V:270.7

OF

F:8.98m

R

ELE

V:272.1

OF

F:0.00m

ELE

V:270.7

OF

F:-6.60m

L

ELE

V:270.6

OF

F:-11.16m

L

ELE

V:271.2

OF

F:0.00m

ELE

V:273.0

OF

F:4.33m

R

ELE

V:273.1

OF

F:9.80m

R

ELE

V:274.6

OF

F:13.01m

R

ELE

V:271.8

OF

F:0.00m

ELE

V:273.0

OF

F:-3.83m

L

ELE

V:272.5

OF

F:-7.50m

L

ELE

V:272.4

OF

F:-11.36m

L

ELE

V:272.6


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 269

ELEV.= 268

ELEV.= 267

ELEV.= 268

ELEV.= 269

ELEV.= 267

ELEV.= 270

ELEV.= 271

ELEV.= 269

ELEV.= 273

ELEV.= 272

ELEV.= 271

G.E. = 267.30

F.G. = 267.67

G.E. = 268.30

F.G. = 268.67

G.E. = 270.73

F.G. = 270.89

G.E. = 272.00

F.G. = 272.39

STA. 0+680

STA. 0+660

STA. 0+640

STA. 0+620

G.E. = 258.08

F.G. = 259.02

ELEV.= 259

ELEV.= 258

ELEV.= 257

G.E. = 261.22

F.G. = 261.80

ELEV.= 261

ELEV.= 262

ELEV.= 260

STA. 0+540

G.E. = 264.33

F.G. = 264.86

ELEV.= 264

ELEV.= 265

ELEV.= 263

G.E. = 265.32

F.G. = 266.99

ELEV.= 266

ELEV.= 265

ELEV.= 264

STA. 0+560

STA. 0+580

STA. 0+600



Se =0.01m/m

C =R

Se =0.04m/m

C =R

Se =0.04m/m

C =R

Se =0.04m/m

C =R

Se =0.01m/m

C =R

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.20 SQ. M

AREA 104(2)a = 5.60 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.30 SQ. M

AREA 104(2)a = 0.95 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.45 SQ. M

AREA 102(2) = 3.20 SQ. M

AREA 200(1) = 2.60 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a =18.30 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.45 SQ. M

AREA 102(2) = 3.20 SQ. M

AREA 200(1) = 1.30 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.80 SQ. M

AREA 200(1) = 2.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.50 SQ. M

AREA 102(2) = 3.20 SQ. M

AREA 200(1) = 2.20 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.58 SQ. M

AREA 102(2) = 1.20 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:274.4

OF

F:5.28m

R

ELE

V:274.8

OF

F:9.14m

R

ELE

V:276.1

OF

F:12.24m

R

ELE

V:275.0

OF

F:15.26m

R

ELE

V:272.0

OF

F:0.00m

ELE

V:274.4

OF

F:-8.15m

L

ELE

V:274.2

OF

F:-11.56m

L

ELE

V:274.1

OF

F:0.00m

ELE

V:275.9

OF

F:6.65m

R

ELE

V:276.8

OF

F:10.84m

R

ELE

V:276.4

OF

F:15.10m

R

ELE

V:274.6

OF

F:0.00m

ELE

V:275.9

OF

F:-7.35m

L

ELE

V:275.9

OF

F:-10.63m

L

ELE

V:275.7

OF

F:-11.79m

L

ELE

V:275.5

OF

F:0.00m

ELE

V:276.2

OF

F:7.23m

R

ELE

V:277.4

OF

F:15.71m

R

ELE

V:274.2

OF

F:0.00m

ELE

V:276.2

OF

F:-8.17m

L

ELE

V:275.9

OF

F:-12.63m

L

ELE

V:274.2

OF

F:0.00m

ELE

V:276.3

OF

F:5.88m

R

ELE

V:276.6

OF

F:13.45m

R

ELE

V:273.7

OF

F:17.68m

R

ELE

V:270.8

OF

F:0.00m

ELE

V:276.3

OF

F:-5.49m

L

ELE

V:275.4

OF

F:-9.16m

L

ELE

V:273.8

OF

F:-15.56m

L

ELE

V:271.3

OF

F:0.00m

OF

F:7.70m

R

ELE

V:274.3

OF

F:12.60m

R

ELE

V:273.2

OF

F:13.99m

R

ELE

V:272.2

OF

F:0.00m

ELE

V:276.6

OF

F:-7.25m

L

ELE

V:273.1

OF

F:-11.37m

L

ELE

V:271.1

OF

F:0.00m

ELE

V:276.9

OF

F:4.07m

R

ELE

V:275.9

OF

F:9.07m

R

ELE

V:272.0

OF

F:12.83m

R

ELE

V:272.6

OF

F:14.55m

R

ELE

V:272.6

OF

F:0.00m

ELE

V:276.9

OF

F:-4.48m

L

ELE

V:274.9

OF

F:-12.33m

L

ELE

V:270.7

OF

F:-15.40m

L

ELE

V:269.6

OF

F:0.00m

ELE

V:277.2

OF

F:9.33m

R

ELE

V:274.0

OF

F:12.73m

R

ELE

V:273.2

OF

F:15.07m

R

ELE

V:272.7

OF

F:0.00m

ELE

V:277.2

OF

F:-6.84m

L

ELE

V:275.1

OF

F:-9.89m

L

ELE

V:273.6

OF

F:-13.80m

L

ELE

V:272.0

OF

F:-16.81m

L

ELE

V:269.7

OF

F:0.00m

ELE

V:279.0

OF

F:6.44m

R

ELE

V:279.6

OF

F:10.38m

R

ELE

V:278.9

OF

F:11.83m

R

ELE

V:276.9

OF

F:0.00m

ELE

V:279.0

OF

F:-7.73m

L

ELE

V:278.9

OF

F:-11.81m

L

ELE

V:275.5

OF

F:-16.34m

L

ELE

V:272.9


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 277

ELEV.= 276

ELEV.= 275

ELEV.= 275

ELEV.= 276

ELEV.= 274

ELEV.= 277

ELEV.= 278

ELEV.= 276

ELEV.= 279

ELEV.= 278

ELEV.= 277

G.E. = 276.58

F.G. = 277.31

G.E. = 275.99

F.G. = 276.09

G.E. = 277.23

F.G. = 278.57

G.E. = 278.96

F.G. = 279.77

STA. 0+820

STA. 0+800

STA. 0+792.72

STA. 0+780

G.E. = 273.00

F.G. = 273.39

ELEV.= 274

ELEV.= 273

ELEV.= 272

G.E. = 274.40

F.G. = 274.52

ELEV.= 274

ELEV.= 275

ELEV.= 273

STA. 0+700

G.E. = 275.90

F.G. = 275.28

ELEV.= 275

ELEV.= 276

ELEV.= 274

G.E. = 276.28

F.G. = 276.58

ELEV.= 277

ELEV.= 276

ELEV.= 275

STA. 0+720

STA. 0+740

STA. 0+760



Se =0.02m/m

C =R

Se =0.03m/m

C =R

Se =0.03m/m

C =R

Se =0.03m/m

C =R

Se =0.03m/m

C =L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

1-LINE EXIST.RCCP 1.00mm dia.

17 PCS. NEED WINGWALL AND

HEADWALL.

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

S

=

2

:

1

0.30

0.60

0.30

0.60

0.25

0.50

0.25

0.50

S

=

2

:

1

S

=

2

:

1

0.30

0.60

0.30

0.60

0.30

0.60

0.25

0.50

0.25

0.50

8 9 10 11 12 13765432

14

15

0.25

0.50

1

16

17

0.25

0.50

AREA 200(1) = 2.60 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.00 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 6.40 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 16.90 SQ. M

AREA 200(1) = 2.60 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.60 SQ. M

AREA 102(2) = 2.00 SQ. M

AREA 103(1)a = 0.40 SQ. M

0.25

0.50

AREA 103(1)a = 0.60 SQ. M

AREA 103(1)a = 0.65 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 3.20 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 8.75 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 3.60 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 2.80 SQ. M

AREA 104(2)a = 2.00 SQ. M

AREA 102(2) = 0.40 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:281.4

OF

F:7.62m

R

ELE

V:282.5

OF

F:8.64m

R

ELE

V:281.1

OF

F:0.00m

ELE

V:281.4

OF

F:-8.17m

L

ELE

V:281.0

OF

F:0.00m

ELE

V:282.8

OF

F:7.07m

R

ELE

V:283.8

OF

F:0.00m

ELE

V:282.8

OF

F:-4.22m

L

ELE

V:282.7

OF

F:-7.51m

L

ELE

V:282.1

OF

F:0.00m

ELE

V:282.9

OF

F:7.05m

R

ELE

V:283.9

OF

F:0.00m

ELE

V:282.9

OF

F:-4.35m

L

ELE

V:282.8

OF

F:-7.48m

L

ELE

V:282.2

OF

F:0.00m

ELE

V:284.0

OF

F:6.32m

R

ELE

V:284.9

OF

F:6.95m

R

ELE

V:285.0

OF

F:0.00m

ELE

V:284.0

OF

F:-5.38m

L

ELE

V:283.3

OF

F:-8.56m

L

ELE

V:283.6

OF

F:-13.17m

L

ELE

V:281.0

OF

F:0.00m

ELE

V:285.4

OF

F:5.57m

R

ELE

V:286.1

OF

F:6.65m

R

ELE

V:286.3

OF

F:0.00m

ELE

V:285.4

OF

F:-7.09m

L

ELE

V:284.4

OF

F:-10.95m

L

ELE

V:283.8

OF

F:-15.47m

L

ELE

V:280.0

OF

F:0.00m

ELE

V:286.9

OF

F:3.07m

R

ELE

V:287.1

OF

F:6.92m

R

ELE

V:287.6

OF

F:0.00m

ELE

V:286.9

OF

F:-3.20m

L

ELE

V:286.7

OF

F:-8.86m

L

ELE

V:286.3

OF

F:-14.06m

L

ELE

V:282.1

OF

F:0.00m

ELE

V:287.6

OF

F:3.99m

R

ELE

V:288.2

OF

F:7.88m

R

ELE

V:288.6

OF

F:0.00m

ELE

V:287.6

OF

F:-3.18m

L

ELE

V:287.8

OF

F:-8.04m

L

ELE

V:287.2

OF

F:-12.65m

L

ELE

V:284.2

OF

F:0.00m

ELE

V:287.9

OF

F:3.68m

R

ELE

V:288.3

OF

F:6.68m

R

ELE

V:288.8

OF

F:0.00m

ELE

V:287.9

OF

F:-3.83m

L

ELE

V:287.6

OF

F:-7.75m

L

ELE

V:286.0

OF

F:-11.28m

L

ELE

V:286.1

OF

F:-11.52m

L

ELE

V:286.0


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 285

ELEV.= 284

ELEV.= 283

ELEV.= 285

ELEV.= 386

ELEV.= 284

ELEV.= 286

ELEV.= 287

ELEV.= 285

ELEV.= 287

ELEV.= 286

ELEV.= 285

G.E. = 284.42

F.G. = 285.08

G.E. = 285.94

F.G. = 285.86

G.E. = 286.43

F.G. = 286.63

G.E. = 286.93

F.G. = 286.90

STA. 0+956.69

STA. 0+940

STA. 0+920

STA. 0+900

G.E. = 281.39

F.G. = 381.49

ELEV.= 282

ELEV.= 281

ELEV.= 280

G.E. = 281.79

F.G. = 282.30

ELEV.= 281

ELEV.= 282

ELEV.= 280

STA. 0+840

G.E. = 281.86

F.G. = 282.40

ELEV.= 281

ELEV.= 282

ELEV.= 280

G.E. = 283.99

F.G. = 283.89

ELEV.= 284

ELEV.= 283

ELEV.= 282

STA. 0+860

STA. 0+861.22

STA. 0+880



Se =0.03m/m

C =L

Se =0.03m/m

C =L

Se =0.03m/m

C =L

Se =0.02m/m

C =L

JCT. TO PROPER SITIO LOGPIN




12 pcs. CROSS DRAIN

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 6.36 SQ. M

AREA 200(1) = 2.60 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.40 SQ. M

AREA 102(2) = 0.90 SQ. M

AREA 200(1) = 2.30 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.90 SQ. M

AREA 104(2)a = 0.50 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 7.55 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 2.20 SQ. M

AREA 102(2) = 0.90 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 8.20 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 5.65 SQ. M

AREA 200(1) = 3.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 11.70 SQ. M

AREA 500(1)a3= 12.00 L.m.

AREA 103(1)a = 2.00 SQ. M

AREA 102(2) = 5.70 SQ. M

AREA 101(4)a1 = 8.00 L.m.

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:288.0

OF

F:3.04m

R

ELE

V:288.3

OF

F:6.56m

R

ELE

V:288.8

OF

F:0.00m

ELE

V:288.0

OF

F:-3.45m

L

ELE

V:287.0

OF

F:-8.38m

L

ELE

V:286.6

OF

F:-11.38m

L

ELE

V:286.1

OF

F:-11.47m

L

ELE

V:286.2

OF

F:0.00m

ELE

V:288.3

OF

F:4.80m

R

ELE

V:288.6

OF

F:6.38m

R

ELE

V:288.7

OF

F:0.00m

ELE

V:288.3

OF

F:-4.18m

L

ELE

V:287.8

OF

F:-7.66m

L

ELE

V:287.4

OF

F:-11.10m

L

ELE

V:286.8

OF

F:-11.91m

L

ELE

V:287.3

OF

F:0.00m

ELE

V:288.7

OF

F:3.80m

R

ELE

V:289.1

OF

F:6.90m

R

ELE

V:289.5

OF

F:7.13m

R

ELE

V:289.5

OF

F:0.00m

ELE

V:288.7

OF

F:-5.29m

L

ELE

V:288.2

OF

F:-8.36m

L

ELE

V:287.5

OF

F:-12.19m

L

ELE

V:288.4

OF

F:0.00m

ELE

V:289.4

OF

F:7.12m

R

ELE

V:290.2

OF

F:7.59m

R

ELE

V:290.3

OF

F:0.00m

ELE

V:289.4

OF

F:-4.61m

L

ELE

V:289.1

OF

F:-8.07m

L

ELE

V:288.1

OF

F:-11.91m

L

ELE

V:289.5

OF

F:0.00m

ELE

V:290.5

OF

F:5.37m

R

ELE

V:291.1

OF

F:8.77m

R

ELE

V:291.4

OF

F:0.00m

ELE

V:290.5

OF

F:-4.13m

L

ELE

V:290.3

OF

F:-9.62m

L

ELE

V:289.6

OF

F:-11.10m

L

ELE

V:290.6

OF

F:0.00m

ELE

V:291.9

OF

F:4.48m

R

ELE

V:292.4

OF

F:9.32m

R

ELE

V:292.9

OF

F:9.98m

R

ELE

V:293.0

OF

F:0.00m

ELE

V:291.9

OF

F:-4.14m

L

ELE

V:291.9

OF

F:-9.70m

L

ELE

V:291.8

OF

F:-10.52m

L

ELE

V:291.7

OF

F:0.00m

ELE

V:292.8

OF

F:7.65m

R

ELE

V:294.3

OF

F:8.76m

R

ELE

V:294.5

OF

F:0.00m

ELE

V:292.8

OF

F:-6.98m

L

ELE

V:292.6

OF

F:-11.78m

L

ELE

V:292.3

OF

F:0.00m

ELE

V:293.7

OF

F:7.27m

R

ELE

V:295.2

OF

F:8.14m

R

ELE

V:295.2

OF

F:0.00m

ELE

V:293.7

OF

F:-5.81m

L

ELE

V:293.4

OF

F:-9.88m

L

ELE

V:293.1

OF

F:-10.85m

L

ELE

V:293.0


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 290

ELEV.= 289

ELEV.= 288

ELEV.= 290

ELEV.= 291

ELEV.= 289

ELEV.= 290

ELEV.= 291

ELEV.= 289

ELEV.= 293

ELEV.= 292

ELEV.= 291

G.E. = 289.10

F.G. = 289.65

G.E. = 290.67

F.G. = 290.67

G.E. = 290.87

F.G. = 291.78

G.E. = 292.73

F.G. = 292.87

STA. 1+100

STA. 1+080

STA. 1+060

STA. 1+040

G.E. = 287.00

F.G. = 287.00

ELEV.= 288

ELEV.= 287

ELEV.= 286

G.E. = 287.34

F.G. = 287.57

ELEV.= 287

ELEV.= 288

ELEV.= 286

STA. 0+960

G.E. = 287.69

F.G. = 288.14

ELEV.= 287

ELEV.= 288

ELEV.= 286

G.E. = 288.40

F.G. = 288.80

ELEV.= 289

ELEV.= 288

ELEV.= 287

STA. 0+980

STA. 1+000

STA. 1+020



Se =0.02m/m

C =L

Se =0.02m/m

C =L

Se =0.02m/m

C =L

Se =0.02m/m

C =L

Se =0.04m/m

C =L

Se =0.04m/m

C =L

Se =0.04m/m

C =L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

OF

F:-5.94m

L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

OF

F:-5.94m

L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

OF

F:-5.94m

L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.25 SQ. M

AREA 102(2) = 7.00 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.00 SQ. M

AREA 102(2) = 3.00 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.00 SQ. M

AREA 102(2) = 1.70 SQ. M

AREA 200(1) = 2.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.80 SQ. M

AREA 102(2) = 1.55 SQ. M

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 1.00 SQ. M

AREA 102(2) = 0.70 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 9.00 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 5.40 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 7.00 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:294.4

OF

F:5.13m

R

ELE

V:295.3

OF

F:8.26m

R

ELE

V:295.4

OF

F:0.00m

ELE

V:294.4

OF

F:-8.54m

L

ELE

V:293.5

OF

F:-10.01m

L

ELE

V:293.1

OF

F:0.00m

ELE

V:294.3

OF

F:7.00m

R

ELE

V:295.5

OF

F:8.39m

R

ELE

V:295.5

OF

F:0.00m

ELE

V:294.3

OF

F:-6.24m

L

ELE

V:293.7

OF

F:-9.66m

L

ELE

V:292.7

OF

F:0.00m

ELE

V:293.6

OF

F:4.29m

R

ELE

V:294.4

OF

F:7.78m

R

ELE

V:295.0

OF

F:9.87m

R

ELE

V:294.9

OF

F:0.00m

ELE

V:293.6

OF

F:-4.12m

L

ELE

V:293.1

OF

F:-8.26m

L

ELE

V:292.6

OF

F:-9.30m

L

ELE

V:292.3

OF

F:0.00m

ELE

V:293.2

OF

F:4.08m

R

ELE

V:293.2

OF

F:9.34m

R

ELE

V:293.6

OF

F:9.83m

R

ELE

V:293.4

OF

F:0.00m

ELE

V:293.2

OF

F:-3.19m

L

ELE

V:292.6

OF

F:-8.40m

L

ELE

V:291.0

OF

F:0.00m

ELE

V:293.0

OF

F:4.11m

R

ELE

V:292.8

OF

F:7.64m

R

ELE

V:292.8

OF

F:0.00m

ELE

V:293.0

OF

F:-4.15m

L

ELE

V:291.6

OF

F:-6.60m

L

ELE

V:290.7


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER

ELEV.= 293

ELEV.= 292

ELEV.= 291

ELEV.= 293

ELEV.= 294

ELEV.= 292

ELEV.= 293

ELEV.= 294

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

G.E. = 292.97

F.G. = 293.29

G.E. = 293.16

F.G. = 293.76

G.E. = 293.44

F.G. = 294.32

G.E. = 293.50

F.G. = 294.25

STA. 1+240

STA. 1+220

STA. 1+200

STA. 1+186

G.E. = 293.37

F.G. = 293.81

ELEV.= 394

ELEV.= 393

ELEV.= 392

G.E. = 293.32

F.G. = 293.72

ELEV.= 393

ELEV.= 394

ELEV.= 392

STA. 1+120

G.E. = 292.62

F.G. = 293.45

ELEV.= 392

ELEV.= 393

ELEV.= 391

G.E. = 292.17

F.G. = 293.17

ELEV.= 393

ELEV.= 392

ELEV.= 391

STA. 1+140

STA. 1+160

STA. 1+180



Se =0.02m/m

C =L




12 pcs. CROSS DRAIN

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

0.30

0.60

S

=

2

:

1

0.30

0.60

0.25

0.50

0.25

0.50

AREA 200(1) = 3.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.50 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 0.40 SQ. M

AREA 102(2) = 2.80 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 2.35 SQ. M

AREA 102(2) = 2.00 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 7.44 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 103(1)a = 0.40 SQ. M

OF

F:0.00m

ELE

V:293.16

OF

F:8.71m

R

ELE

V:293.8

OF

F:9.75m

R

ELE

V:294.3

OF

F:0.00m

OF

F:-4.00m

L

ELE

V:293.0

OF

F:-7.09m

L

ELE

V:291.4

OF

F:-8.83m

L

ELE

V:291.2

OF

F:0.00m

ELE

V:293.5

OF

F:7.75m

R

ELE

V:294.5

OF

F:8.07m

R

ELE

V:294.5

OF

F:0.00m

ELE

V:293.5

OF

F:-4.95m

L

ELE

V:291.9

OF

F:-8.83m

L

ELE

V:291.3

OF

F:0.00m

ELE

V:293.6

OF

F:3.14m

R

ELE

V:294.1

OF

F:7.42m

R

ELE

V:294.7

OF

F:8.37m

R

ELE

V:294.8

OF

F:0.00m

ELE

V:293.6

OF

F:-5.14m

L

ELE

V:292.0

OF

F:-8.82m

L

ELE

V:291.5

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

0.30

0.60

0.25

0.50

S

=

2

:

1

0.30

0.60

0.25

0.50

S

=

2

:

1

0.30

0.60

0.25

0.50

INLET

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.38 SQ. M

AREA 104(2)a = 6.60 SQ. M

AREA 200(1) = 2.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 11.48 SQ. M

AREA 500(1)a3= 12.00 L.m.

AREA 103(1)a = 2.00 SQ. M

0.30

0.60

AREA 103(1)a = 0.30 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.50 SQ. M

AREA 104(2)a = 5.60 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 4.40 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 102(2) = 1.50 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 101(4)a1= 10.00 L.m.

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:293.7

OF

F:8.27m

R

ELE

V:295.1

OF

F:8.78m

R

ELE

V:295.2

OF

F:0.00m

ELE

V:293.7

OF

F:-7.29m

L

ELE

V:291.8

OF

F:-8.80m

L

ELE

V:291.6

OF

F:0.00m

ELE

V:293.6

OF

F:8.56m

R

ELE

V:295.4

OF

F:0.00m

ELE

V:293.6

OF

F:-8.45m

L

ELE

V:291.9

OF

F:-9.03m

L

ELE

V:291.5

OF

F:0.00m

ELE

V:293.5

OF

F:4.44m

R

ELE

V:294.4

OF

F:7.67m

R

ELE

V:295.3

OF

F:0.00m

ELE

V:293.5

OF

F:-5.57m

L

ELE

V:293.2

OF

F:-9.01m

L

ELE

V:291.6

OF

F:-9.47m

L

ELE

V:291.1

OF

F:0.00m

ELE

V:293.3

OF

F:3.77m

R

ELE

V:294.0

OF

F:8.14m

R

ELE

V:294.7

OF

F:0.00m

ELE

V:293.3

OF

F:-3.92m

L

ELE

V:292.6

OF

F:-7.84m

L

ELE

V:292.0

OF

F:-9.31m

L

ELE

V:290.7

OF

F:0.00m

ELE

V:293.0

OF

F:3.51m

R

ELE

V:292.8

OF

F:9.15m

R

ELE

V:293.6

OF

F:0.00m

ELE

V:293.0

OF

F:-3.84m

L

ELE

V:292.2

OF

F:-6.91m

L

ELE

V:291.7

OF

F:-8.55m

L

ELE

V:290.3

OF

F:0.00m

ELE

V:292.7

OF

F:3.32m

R

ELE

V:291.3

OF

F:8.98m

R

ELE

V:293.7

OF

F:0.00m

ELE

V:292.7

OF

F:-4.56m

L

ELE

V:290.7

OF

F:-7.37m

L

ELE

V:289.9

OF

F:0.00m

ELE

V:292.7

OF

F:3.19m

R

ELE

V:291.8

OF

F:8.90m

R

ELE

V:293.8

OF

F:0.00m

ELE

V:292.7

OF

F:-4.31m

L

ELE

V:291.0

OF

F:-7.22m

L

ELE

V:289.8

OF

F:0.00m

ELE

V:293.0

OF

F:6.00m

R

ELE

V:293.1

OF

F:8.38m

R

ELE

V:294.1

OF

F:0.00m

ELE

V:293.0

OF

F:-6.66m

L

ELE

V:290.2


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER



ELEV.= 294

ELEV.= 293

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

G.E. = 293.62

F.G. = 294.06

STA. 1+260

G.E. = 293.51

F.G. = 293.87

STA. 1+280

G.E. = 293.40

F.G. = 293.68

STA. 1+300

G.E. = 293.20

F.G. = 293.49

STA. 1+320

ELEV.= 293

ELEV.= 292

ELEV.= 291

ELEV.= 293

ELEV.= 292

ELEV.= 291

ELEV.= 293

ELEV.= 292

ELEV.= 291

ELEV.= 294

ELEV.= 293

ELEV.= 292

G.E. = 292.93

F.G. = 293.30

STA. 1+340

G.E. = 292.66

F.G. = 293.11

STA. 1+360

G.E. = 292.69

F.G. = 293.09

STA. 1+362.49

G.E. = 292.92

F.G. = 292.95

STA. 1+380

Se =0.02m/m

C =L

Se =0.02m/m

C =L

Se =0.02m/m

C =L

Se =0.02m/m

C =L

Se =0.02m/m

C =L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.30

0.60

0.25

0.50

0.30

0.60

0.25

0.50

0.30

0.60

0.25

0.50

0.30

0.60

0.25

0.50

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.30

0.60

0.25

0.50

0.30

0.60

0.25

0.50

0.30

0.60

0.25

0.50

STA. 1+362.49


14 PCS . ADD'L. OF 8 PCS.

910mm dia, CROSS DRAIN

AREA 200(1) = 2.00 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 1.10 SQ. M

AREA 104(2)a = 0.90 SQ. M

AREA 200(1) = 1.60 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 1.25 SQ. M

AREA 200(1) = 1.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.18 SQ. M

AREA 104(2)a = 0.75 SQ. M

AREA 200(1) = 1.45 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 3.50 SQ. M

AREA 104(2)a = 0.20 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 200(1) = 2.40 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.75 SQ. M

AREA 104(2)a = 0.80 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 200(1) = 2.40 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.28 SQ. M

AREA 104(2)a = 0.80 SQ. M

AREA 200(1) = 2.40 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.75 SQ. M

AREA 104(2)a = 0.80 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.45 SQ. M

0.30

0.60

AREA 200(1) = 2.25 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 11.48 SQ. M

AREA 500(1)a3= 14.00 L.m.

AREA 103(1)a = 2.00 SQ. M

AREA 505(2)a = 1.75 SQ.M.

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

INLET

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

S

=

2

:

1

OF

F:0.00m

ELE

V:293.1

OF

F:5.84m

R

ELE

V:294.1

OF

F:8.07m

R

ELE

V:294.3

OF

F:0.00m

ELE

V:293.1

OF

F:-3.04m

L

ELE

V:292.2

OF

F:-6.12m

L

ELE

V:290.6

OF

F:0.00m

ELE

V:293.2

OF

F:4.35m

R

ELE

V:293.4

OF

F:8.67m

R

ELE

V:293.6

OF

F:0.00m

ELE

V:293.2

OF

F:-4.04m

L

ELE

V:291.9

OF

F:-6.20m

L

ELE

V:290.2

OF

F:0.00m

ELE

V:293.5

OF

F:4.12m

R

ELE

V:293.2

OF

F:7.65m

R

ELE

V:292.5

OF

F:9.12m

R

ELE

V:293.2

OF

F:0.00m

ELE

V:293.5

OF

F:-3.26m

L

ELE

V:291.7

OF

F:-6.26m

L

ELE

V:289.9

OF

F:0.00m

ELE

V:293.6

OF

F:5.33m

R

ELE

V:292.3

OF

F:8.66m

R

ELE

V:293.6

OF

F:9.17m

R

ELE

V:293.6

OF

F:0.00m

ELE

V:293.6

OF

F:-3.02m

L

ELE

V:291.7

OF

F:-6.13m

L

ELE

V:290.5

OF

F:-6.35m

L

ELE

V:290.1

OF

F:0.00m

ELE

V:294.6

OF

F:4.44m

R

ELE

V:294.8

OF

F:9.31m

R

ELE

V:295.3

OF

F:9.39m

R

ELE

V:295.3

OF

F:0.00m

ELE

V:294.6

OF

F:-3.54m

L

ELE

V:293.8

OF

F:-6.75m

L

ELE

V:291.2

OF

F:0.00m

ELE

V:295.6

OF

F:3.42m

R

ELE

V:296.1

OF

F:8.23m

R

ELE

V:296.4

OF

F:9.12m

R

ELE

V:296.7

OF

F:0.00m

ELE

V:295.6

OF

F:-3.65m

L

ELE

V:295.4

OF

F:-7.15m

L

ELE

V:292.4

OF

F:0.00m

ELE

V:296.7

OF

F:6.08m

R

ELE

V:297.4

OF

F:8.72m

R

ELE

V:298.0

OF

F:0.00m

ELE

V:296.7

OF

F:-5.16m

L

ELE

V:294.8

OF

F:-7.55m

L

ELE

V:293.5

OF

F:0.00m

ELE

V:297.7

OF

F:5.18m

R

ELE

V:298.3

OF

F:8.13m

R

ELE

V:299.3

OF

F:0.00m

ELE

V:297.7

OF

F:-6.96m

L

ELE

V:295.2

OF

F:-8.16m

L

ELE

V:294.6


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER



ELEV.= 294

ELEV.= 293

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

ELEV.= 294

ELEV.= 293

ELEV.= 292

G.E. = 293.08

F.G. = 293.23

STA. 1+400

G.E. = 293.54

F.G. = 293.18

STA. 1+420

G.E. = 293.75

F.G. = 294.16

STA. 1+434.92

G.E. = 293.49

F.G. = 294.00

STA. 1+440

ELEV.= 295

ELEV.= 294

ELEV.= 293

ELEV.= 296

ELEV.= 295

ELEV.= 294

ELEV.= 297

ELEV.= 296

ELEV.= 295

ELEV.= 298

ELEV.= 297

ELEV.= 296

G.E. = 294.54

F.G. = 294.76

STA. 1+460

G.E. = 295.49

F.G. = 295.81

STA. 1+480

G.E. = 296.65

F.G. = 297.00

STA. 1+500

G.E. = 297.66

F.G. = 297.90

STA. 1+520

Se =0.02m/m

C = R

Se =0.03m/m

C = R

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

S

=

2

:

1

S

=

2

:

1

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.30

0.60

0.30

0.60

0.30

0.60

0.25

0.50

0.25

0.50

0.25

0.50

0.25

0.50

0.25

0.50

0.25

0.50

0.25

0.50

0.30

0.60

0.30

0.60

0.30

0.60

0.30

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

STA. 1+434.92


12 PCS. ADD'L. 12 PCS. 910mm

dia.CROSS DRAIN

0.30

0.60

EXIST. CATCHBASIN

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 200(1) = 1.45 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 5.50 SQ. M

AREA 104(2)a = 3.35 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =10.20 SQ. M

AREA 104(2)a = 1.65 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.10 SQ. M

AREA 104(2)a = 7.30 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a = 10.00 SQ. M

AREA 500(1)a3= 12.00 L.m.

AREA 103(1)a = 1.00 SQ. M

AREA 505(2)a = 3.78 SQ.M.

AREA 200(1) = 2.35 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 2.85 SQ. M

AREA 104(2)a = 2.48 SQ. M

AREA 200(1) = 2.45 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 3.06 SQ. M

AREA 104(2)a = 0.75 SQ. M

AREA 200(1) = 2.58 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 1.35 SQ. M

AREA 104(2)a = 1.90 SQ. M

AREA 200(1) = 2.35 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 3.65 SQ. M

AREA 104(2)a = 0.60 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:298.0

OF

F:7.73m

R

ELE

V:300.9

OF

F:0.00m

ELE

V:298.0

OF

F:-7.86m

L

ELE

V:296.0

OF

F:-8.61m

L

ELE

V:295.7

OF

F:0.00m

ELE

V:298.0

OF

F:4.80m

R

ELE

V:301.2

OF

F:7.59m

R

ELE

V:302.2

OF

F:0.00m

ELE

V:298.0

OF

F:-3.88m

L

ELE

V:297.8

OF

F:-7.51m

L

ELE

V:296.1

OF

F:-8.83m

L

ELE

V:296.6

OF

F:0.00m

ELE

V:298.0

OF

F:5.06m

R

ELE

V:299.4

OF

F:8.58m

R

ELE

V:300.1

OF

F:0.00m

ELE

V:298.0

OF

F:-4.26m

L

ELE

V:297.3

OF

F:-7.30m

L

ELE

V:296.3

OF

F:-9.44m

L

ELE

V:297.4

OF

F:0.00m

ELE

V:298.0

OF

F:8.89m

R

ELE

V:297.8

OF

F:9.57m

R

ELE

V:297.9

OF

F:0.00m

ELE

V:298.0

OF

F:-3.17m

L

ELE

V:297.7

OF

F:-7.40m

L

ELE

V:294.9

OF

F:-10.05m

L

ELE

V:298.3

OF

F:0.00m

ELE

V:298.3

OF

F:6.39m

R

ELE

V:295.7

OF

F:7.91m

R

ELE

V:295.8

OF

F:0.00m

ELE

V:298.3

OF

F:-6.35m

L

ELE

V:294.5

OF

F:-10.57m

L

ELE

V:299.1

OF

F:0.00m

ELE

V:296.8

OF

F:3.63m

R

ELE

V:295.3

OF

F:7.51m

R

ELE

V:295.6

OF

F:7.79m

R

ELE

V:295.8

OF

F:0.00m

ELE

V:296.8

OF

F:-4.85m

L

ELE

V:294.8

OF

F:-9.29m

L

ELE

V:298.7

OF

F:-10.60m

L

ELE

V:299.2

OF

F:0.00m

ELE

V:299.3

OF

F:3.46m

R

ELE

V:298.4

OF

F:6.85m

R

ELE

V:297.9

OF

F:6.95m

R

ELE

V:298.0

OF

F:0.00m

ELE

V:299.3

OF

F:-5.54m

L

ELE

V:297.0

OF

F:-8.60m

L

ELE

V:296.1

OF

F:-10.84m

L

ELE

V:300.0

OF

F:0.00m

ELE

V:301.0

OF

F:6.06m

R

ELE

V:302.0

OF

F:7.71m

R

ELE

V:301.2

OF

F:0.00m

ELE

V:301.0

OF

F:-3.20m

L

ELE

V:300.8

OF

F:-7.82m

L

ELE

V:299.3

OF

F:-11.03m

L

ELE

V:300.9


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER



ELEV.= 299

ELEV.= 298

ELEV.= 297

ELEV.= 299

ELEV.= 298

ELEV.= 297

ELEV.= 299

ELEV.= 298

ELEV.= 297

ELEV.= 299

ELEV.= 298

ELEV.= 297

G.E. = 297.92

F.G. = 298.20

STA. 1+540

G.E. = 297.95

F.G. = 298.20

STA. 1+560

G.E. = 297.96

F.G. = 298.20

STA. 1+580

G.E. = 297.90

F.G. = 298.20

STA. 1+600

ELEV.= 299

ELEV.= 298

ELEV.= 297

ELEV.= 299

ELEV.= 298

ELEV.= 297

ELEV.= 300

ELEV.= 299

ELEV.= 298

ELEV.= 301

ELEV.= 300

ELEV.= 299

G.E. = 298.20

F.G. = 298.20

STA. 1+618.49

G.E. = 298.20

F.G. = 298.20

STA. 1+620

G.E. = 299.19

F.G. = 298.51

STA. 1+640

G.E. = 300.96

F.G. = 300.69

STA. 1+660

Se =0.03m/m

C = R

Se =0.03m/m

C = R

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.25

0.50

0.30

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

RCBC 1ST APPROACHED

RCBC 2ND APPROACHED

0.25

0.50

0.25

0.50

0.25

0.50

0.30

0.60

0.30

0.60

0.30

0.60

0.25

0.50

0.25

0.50

0.25

0.50

0.30

0.60

0.30

0.60

0.30

0.60

0.25

0.50

0.60

0.30

0.25

0.50

0.60

0.30

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 200(1) = 1.95 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 5.50 SQ. M

AREA 200(1) = 1.75 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 14.0 SQ. M

AREA 200(1) = 1.45 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 4.05 SQ. M

AREA 200(1) = 1.45 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.60 SQ. M

AREA 104(2)a = 2.70 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 200(1) = 2.90 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a =14.00 SQ. M

AREA 102(2) = 3.00 SQ. M

AREA 200(1) = 2.90 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 104(2)a = 4.63 SQ. M

AREA 102(2) = 2.95 SQ. M

AREA 200(1) = 2.80 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 7.80 SQ. M

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 9.00 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:303.6

OF

F:7.31m

R

ELE

V:305.1

OF

F:8.55m

R

ELE

V:304.5

OF

F:0.00m

ELE

V:303.6

OF

F:-3.00m

L

ELE

V:302.9

OF

F:-9.85m

L

ELE

V:301.1

OF

F:-11.21m

L

ELE

V:301.7

OF

F:0.00m

ELE

V:306.0

OF

F:4.13m

R

ELE

V:306.7

OF

F:8.30m

R

ELE

V:307.2

OF

F:9.41m

R

ELE

V:307.5

OF

F:0.00m

ELE

V:306.0

OF

F:-4.26m

L

ELE

V:305.7

OF

F:-10.29m

L

ELE

V:303.1

OF

F:-11.12m

L

ELE

V:303.1

OF

F:0.00m

ELE

V:307.9

OF

F:4.18m

R

ELE

V:308.3

OF

F:9.49m

R

ELE

V:309.5

OF

F:10.53m

R

ELE

V:309.5

OF

F:0.00m

ELE

V:307.9

OF

F:-3.17m

L

ELE

V:306.9

OF

F:-9.65m

L

ELE

V:305.6

OF

F:-9.99m

L

ELE

V:305.5

OF

F:0.00m

ELE

V:308.4

OF

F:3.26m

R

ELE

V:308.8

OF

F:6.55m

R

ELE

V:309.0

OF

F:9.69m

R

ELE

V:310.0

OF

F:10.92m

R

ELE

V:310.0

OF

F:0.00m

ELE

V:308.4

OF

F:-4.07m

L

ELE

V:307.0

OF

F:-9.18m

L

ELE

V:306.3

OF

F:-9.59m

L

ELE

V:306.2

OF

F:0.00m

ELE

V:311.4

OF

F:4.11m

R

ELE

V:311.2

OF

F:9.30m

R

ELE

V:311.8

OF

F:13.43m

R

ELE

V:312.5

OF

F:0.00m

ELE

V:311.4

OF

F:-4.14m

L

ELE

V:310.8

OF

F:-7.08m

L

ELE

V:309.3

OF

F:0.00m

ELE

V:314.3

OF

F:4.38m

R

ELE

V:314.7

OF

F:10.57m

R

ELE

V:314.3

OF

F:14.88m

R

ELE

V:314.7

OF

F:0.00m

ELE

V:314.3

OF

F:-3.64m

L

ELE

V:314.0

OF

F:-5.33m

L

ELE

V:312.6

OF

F:0.00m

ELE

V:316.4

OF

F:3.52m

R

ELE

V:317.2

OF

F:8.62m

R

ELE

V:316.8

OF

F:13.21m

R

ELE

V:316.8

OF

F:0.00m

ELE

V:316.4

OF

F:-4.16m

L

ELE

V:316.2

OF

F:-5.81m

L

ELE

V:315.3

OF

F:0.00m

ELE

V:318.5

OF

F:3.48m

R

ELE

V:318.3

OF

F:10.14m

R

ELE

V:319.3

OF

F:0.00m

ELE

V:318.5

OF

F:-3.58m

L

ELE

V:318.2

OF

F:-6.38m

L

ELE

V:317.5


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER



ELEV.= 304

ELEV.= 303

ELEV.= 302

ELEV.= 306

ELEV.= 305

ELEV.= 304

ELEV.= 308

ELEV.= 307

ELEV.= 306

ELEV.= 309

ELEV.= 308

ELEV.= 307

G.E. = 303.55

F.G. = 303.18

STA. 1+680

G.E. = 305.92

F.G. = 305.67

STA. 1+700

G.E. = 307.82

F.G. = 307.65

STA. 1+715.88

G.E. = 308.35

F.G. = 308.16

STA. 1+720

ELEV.= 312

ELEV.= 311

ELEV.= 310

ELEV.= 315

ELEV.= 314

ELEV.= 313

ELEV.= 317

ELEV.= 316

ELEV.= 315

ELEV.= 319

ELEV.= 318

ELEV.= 317

G.E. = 311.32

F.G. = 310.65

STA. 1+740

G.E. = 314.27

F.G. = 313.13

STA. 1+760

G.E. = 316.36

F.G. = 315.62

STA. 1+780

G.E. = 318.40

F.G. = 318.11

STA. 1+800

Se =0.02m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.03m/m

C = L

Se =0.01m/m

C = L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.25

0.50

0.30

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

STA. 1+715.88




11 pcs. CROSS DRAIN

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =12.00 SQ. M

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 9.80 SQ. M

AREA 200(1) = 2.80 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 2.00 SQ. M

AREA 102(2) = 7.80 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 8.00 SQ. M

AREA 103(1)a = 0.30 SQ. M

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =11.20 SQ. M

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =17.10 SQ. M

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) =17.70 SQ. M

AREA 200(1) = 3.15 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 0.40 SQ. M

AREA 102(2) = 9.48 SQ. M

AREA 500(1)a3= 11.00 L.m.

AREA 101(4)a1= 6.00 L.m.

AREA 103(6)a = 5.60 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

OF

F:0.00m

ELE

V:320.1

OF

F:3.33m

R

ELE

V:320.0

OF

F:8.38m

R

ELE

V:321.0

OF

F:0.00m

ELE

V:320.1

OF

F:-4.08m

L

ELE

V:319.9

OF

F:-6.37m

L

ELE

V:318.9

OF

F:0.00m

ELE

V:320.7

OF

F:3.19m

R

ELE

V:321.2

OF

F:7.78m

R

ELE

V:321.8

OF

F:0.00m

ELE

V:320.7

OF

F:-3.12m

L

ELE

V:319.9

OF

F:-6.16m

L

ELE

V:319.6

OF

F:0.00m

ELE

V:322.5

OF

F:5.57m

R

ELE

V:323.0

OF

F:6.67m

R

ELE

V:323.6

OF

F:0.00m

ELE

V:322.5

OF

F:-3.25m

L

ELE

V:322.5

OF

F:-5.27m

L

ELE

V:321.2


DRAFTED:

SHEET NO.

11

12

SET NO.

PREPARED:


ENGINEER II

ASTERIA T. AÑANA

DRAFTSMAN

HENRY G. DALEN

ENGINEER II

DATE :

TEOTIMO C. BAGHUCAN

ENGINEER III


DATE :

DATE :

DATE :



Regional Office VII


Guindulman , Bohol


SCALE:

1:100 m


11

MAGITING A. CRUZ

DISTRICT ENGINEER



ELEV.= 320

ELEV.= 319

ELEV.= 318

ELEV.= 321

ELEV.= 320

ELEV.= 319

ELEV.= 323

ELEV.= 322

ELEV.= 321

G.E. = 319.80

F.G. = 319.92

STA. 1+813.59

G.E. = 320.68

F.G. = 320.60

STA. 1+820

G.E. = 322.46

F.G. = 322.46

STA. 1+834.93

Se =0.02m/m

C = L

Se =0.02m/m

C = L

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

0.15

0.005

0.15

0.15

0.15

0.15

0.60

0.60

STA. 1+813.59



TO RCPC 910mm dia.12 pcs.

CROSS DRAIN

INLET

AREA 101(4)a1= 8.00 L.m.

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 500(1)a3= 12.00 L.m.

AREA 103(1)a = 1.85 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(6)a =12.00 SQ. M

AREA 103(1)a = 0.40 SQ. M

AREA 200(1) = 2.70 SQ. M

W 311(1)c1 = 6.70 M

AREA 103(1)a = 1.00 SQ. M

AREA 102(2) = 2.19 SQ. M

AREA 102(2) = 7.40 SQ. M

AREA 104(2)a = 4.63 SQ. M

AREA 102(2) = 5.20 SQ. M

C.Y. 2021 PROJECT









CANDIIJAY, BOHOL

Date post:	05-Mar-2021
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