Republic of the Philippines Office of The

OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE ) CANGMATING, SIBULAN, NEGROS ORIENTAL

IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD K0046+(-910) - K0048+533; K0059+781 - K0060+307.50; K0065+448 - K0071+696.60 MUN. OF BINALBAGAN, NEGROS OCCIDENTAL

SECTION ID = S00127NR NET LENGTH = 10.06 KM WIDTH = 3.35 METERS THICKNESS = 0.30 METERS BEGINNING OF PROJECT BEGINNING OF SECTION 1 STA. 45+090.00 ( K0046+(-910) )

W E

END OF SECTION 1 ( BEG. EXISTING WIDENING ) STA. 48+502.05 ( K0048+533 ) S

1BDJGJD0DFBO

INDEX OF SHEETS: 8FTU1IJMJQQJOF4FB NO. SHEET CONTENTS

1 LAY OUT PLAN, VICINITY MAP & INDEX OF SHEETS

2 TYPICAL ROAD SECTION DETAIL

PAVEMENT DESIGN PARAMETER

GENERAL NOTES TYPICAL DETAIL OF OPEN LINED CANAL Project Site THERMOPLASTIC PAVEMENT MARKINGS DETAIL END OF SECTION 2 3 SUMMARY OF QUANTITIES STA. 60+285.74 ( K0060+307.50 )

SCHEDULE OF ITEMS BEGINNING OF SECTION 2 ( END OF EXISTING WIDENING ) STA. 59+781.00 ( K0059+781 ) SPECIFICATIONS

GROUTED RIPRAP DETAIL

ELEVATION DETAILS OF WEEPHOLES L O C A T I O N M A P

4 STANDARD PLAN OF PORTLAND CEMENT CONCRETE PAVEMENT Manapla Cadiz City 5 STANDARD PLAN OF METAL GUARDRAIL Sagay City Victorias City Escalante City 6 STANDARD PLAN OF CHEVRON SIGNS Silay City 7 STANDARD REINFORCED CONCRETE PIPE CULVERT DETAILS Talisay City Negros Occidental 1st DEO BEGINNING OF SECTION 3 Toboso ( MAGSAYSAY BR. APP. "B" ) Bacolod City 8 - 22 PLAN & PROFILE STA. 65+448.00 ( K0065+448 ) Bacolod City DEO Murcia Calatrava Bago City 23 - CROSS-SECTION Salvador Benedicto The Site Pulupandan San Carlos City Valladolid Negros Occidental 4th DEO San Enrique La Carlota Pontevedra Canlaon La Castellana Vallehermoso BINALBAGAN Moises Padilla Hinigaran (Magallon)

Isabela Binalbagan Negros Occidental 2nd DEO

Himamaylan Guihulngan City Negros Oriental 1st DEO Ilog La Libertad

Kabankalan City Jimalalud Cauayan Tayasan

Ayungon NEGROS Candoni Bindoy (Payabon) Sipalay City OCCIDENTAL Negros Occidental 3rd DEO Mabinay Manjuyod END OF PROJECT Hinoba-an (Asia) END OF SECTION 3 Bais City STA. 71+587.79 ( K0071+696.60 ) Tanjay City Kalumboyan Pamplona Amlan (Ayuquitan) NEGROS San Jose Basay ORIENTAL Sibulan Bayawan City Negros Oriental 2nd DEO (Tulong) Santa Catalina Dumaguete City Valencia (Luzurriaga) Bacong Negros Oriental 3rd DEO Dauin

Siaton Zamboanguita

V I C I N I T Y M A P

20.00 ROAD RIGHT OF WAY

16.40

1.50 1.50 SHOULDER 3.35 EXISTING PAVEMENT 3.35 SHOULDER

1.50% 1.50% -3.00% 1.50% 1.50% -3.00%

CUT CUT 2:1

FILL FILL FILL 0.50 GROUTED RIPRAP ( SEE DETAIL ) VARIABLE

VARIABLE 300mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 0.50M. MIN.

200mm THK. AGGREGATE SUBBASE COURSE

TYPICAL ROAD SECTION DETAIL 0.20 ( NORMAL SECTION ) VARIABLE SCALE 1 : 50 M. 0.30 ȭ

TYPICAL DETAIL OF OPEN LINED CANAL 20.00 ROAD RIGHT OF WAY SCALE 1 : 20 M.

16.40

1.50 1.50 SHOULDER 3.35 EXISTING PAVEMENT 3.35 SHOULDER

1.50% 1.50% -3.00% 1.50% 1.50% -3.00%

CUT CUT 2:1

0.10 FILL FILL

GROUTED RIPRAP 0.10 ( SEE DETAIL ) REFLECTORIZED PAVEMENT MARKINGS ( WHITE ) 100mm WIDTH

0.15 0.10 0.15 230mm THK. PORTLAND CEMENT CONCRETE PAVEMENT EDGE OF PAVEMENT

WIDTH AS SHOWN ON PLANS 300mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 0.10 0.10 200mm THK. AGGREGATE SUBBASE COURSE 3.00 6.00 3.00 6.00 3.00

0.10 TYPICAL ROAD SECTION DETAIL 0.15 REFLECTORIZED PAVEMENT MARKINGS ( YELLOW ) REFLECTORIZED PAVEMENT MARKINGS ( PAVED SHOULDER ) 150mm WIDTH FOR HORIZONTAL CURVE ( WHITE ) 150mm WIDTH

SCALE 1 : 50 M. 0.10 WIDTH AS SHOWN ON PLANS

EDGE OF PAVEMENT

REFLECTORIZED PAVEMENT MARKINGS ( WHITE ) 0.10 ȭ 100mm WIDTH

20.00 ROAD RIGHT OF WAY TYPICAL THERMOPLASTIC PAVEMENT MARKINGS DETAIL SCALE N.T.S. 16.40

1.50 1.50 SHOULDER 3.35 EXISTING PAVEMENT 3.35 SHOULDER

-3.00% +s% +s% -s% -s% -3.00% GENERAL NOTES

2:1 1. ALL DIMENSION SHOWN IN PLAN ARE IN METERS EXCEPT AS NOTED. FILL FILL 2. HORIZONTAL AND VERTICAL CONTROL ARE ALL ASSUMED AND GROUTED RIPRAP ESTABLISHED DURING THE SURVEY. ( SEE DETAIL ) 3. CURVED COMPUTATION ARE BASED ON HORIZONTAL AND VERTICAL GEOMETRY.

4. THE ORIGINAL GROUND AND FINISHED GRADE ELEVATION REFERS TO THE EXISTING AND PROPOSED ELEVATION OF THE ROAD CENTERLINE 300mm THK. PORTLAND CEMENT CONCRETE PAVEMENT PROFILE. THE FINISHED GRADE IS ALSO THE ELEVATION OF THE CENTER- LINE AS SHOWN IN THE TYPICAL CROSS SECTION. 200mm THK. AGGREGATE SUBBASE COURSE 5. FOR SUPER ELEVATION, CURVE WIDENING OR HORIZONTAL TRANSITION REFER TO TABLE FOR SUPER ELEVATION DEVELOPMENT FOR ROAD TYPICAL ROAD SECTION DETAIL SAFETY DESIGN MANUAL. ( SUPERELEVATED SECTION ) SCALE 1 : 50 M. 6. SLOPE PROTECTION SHALL BE PROVIDED IN AREAS INDICATED ON THE PLANS IN ACCORDANCE WITH DETAILS SHOWN IN THE DRAWING.

7. ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013 EDITION.

8. DESIGN WAS BASED ON THE DATA SUBMITTED BY THE SURVEY TEAM OF PLANNING AND DESIGN DIVISION OF DPWH, NEGROS ISLAND REGION (NIR), REGIONAL OFFICE.

9. THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS AND PROVIDE ACCESSIBILITY FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009.

0.50 4.00 SPECIFICATION : 2.00 2.00 1. SAFETY ON THE PROJECT 1

3.00 IF THE ENGINEER ASSIGNED IN THE PROJECT NOTICES ANYTHING ON 3 DRAIN OR WEEP HOLES PP PVC SPACED @ 2.00M HOR AND 1.00M VERT STAGGERED THE SITE THAT IS CONSIDERED UNSAFE, A SITE INSTRUCTION WITH FILTER CLOTH @ INNER END SHOULD IMMEDIATELY BE GIVEN TO THE CONTRACTOR REGARDING THIS MATTER THAT COULD CAUSE SAFETY PROBLEMS, SUCH AS: VAR. A. HINDRANCES TO THE TRAFFIC FLOW, IF NEEDED THE SHOULDER SHOULD BE USED SO THAT TWO WAY TRAFFIC

1.00 F I L L PP PVC WEEPHOLES STAGGERED @ CAN BE MAINTAINED. 2000 HOR. & 1000 VERT. WITH 0.60m OF 20mm

GRAVEL BAGGED IN POLYESTER 0.60 2.00 NON-WOOVEN FILTER CLOTH ON EACH HOLE. B. LACK OF TRAFFIC CONTROL ( STOP / GO BOARD )

1 0.50 C. INADEQUATE WARNING SIGNS FOR THE ROAD USERS 1.00 3 D. IMPROPER USE OF EQUIPMENT THAT POSE DANGER 3.00 E. EXCAVATION THAT IS NOT PROPERLY BARRICADED AND ROCK BACKING 1.00

1.00 LIGHTED DURING NIGHT TIME. EXISTING GROUND F. THE CONTRACTOR IS RESPONSIBLE FOR ALL ROAD SAFETY DEVICES / ARRANGEMENT ON THE JOB SITE, THIS INCLUDES NOTE: 0.60 0.60 SIGNAGES, LIGHTING AND OTHER ROAD SAFETY DEVICES DRAIN OR WEEP HOLES SHALL BE PROVIDED IN SLOPE OF EMBANKMENT AT THE REQUIRED TO WARN AND PROTECT ROAD USERS. LOCATIONS SHOWN ON THE PLANS, NOT LESS THAN TWO CUBIC FEET OF ROCKS. BACKING SHALL BE PROVIDED AT EACH DRAIN OR WEEP HOLES TO 0.60 ENSURE PROPER OPERATION OF THE DRAIN. ROCK BACKING SHALL BE 2. QUALITY CONTROL EXTENDED TO AT LEAST ONE FOOT ABOVE THE DRAIN OF WEEP HOLES. EXISTING GROUND 0.50 SUBSTANDARD MATERIALS WILL RESULT IN SUB STANDARD WORK. THE RESPONSIBILITY FOR TESTING AND ACCEPTANCE LIES FULLY WITH THE CONTRACTOR, AND IT IS THE RESPONSIBILITY OF THE MATERIALS ENGINEER TO OVERSEE ALL TESTING AND TO ELEVATION DETAILS OF WEEPHOLES TYPICAL GROUTED RIPRAP DETAIL ENSURE THAT THE TESTS COMPLY WITH THE SPECIFICATIONS AND SCALE 1 : 50 M. SCALE 1 : 50 M. PROCEDURES.

3. LOCATION OF PUBLIC UTILITIES

BEFORE THE CONTRACTOR BEGINS ANY EXCAVATION BELOW EXISTING GROUND PARTICULARLY ADJACENT TO THE EXISTING ROAD AND PROPERTIES. THE UTILITY AUTHORITIES SHOULD BE GIVEN ADVANCED NOTICES AND SITE INSPECTION SHOULD BE ARRANGED AND THE SAME APPLIES TO HEAVY EQUIPMENT CROSSING THE ROAD.

4. EXCAVATION

UNSUITABLE MATERIALS THAT MAY BE ENCOUNTERED DURING THE EXCAVATION. SHOULD BE REMOVED TO THE SATISFACTION OF THE PROJECT ENGINEER. PHOTOGRAPHS SHOULD BE TAKEN BEFORE REPLACEMENT OF EXCAVATION MATERIALS AND SHALL BE MEASURED AND AGREED BY BOTH PARTIES. THE CONTRACTOR AND THE PROJECT ENGINEER. THE VOLUME SHOULD BE RECORDED IN A LOG BOOK FOR RECORD PURPOSES. EXCAVATED MATERIALS SHOULD BE REMOVED FROM THE CONSTRUCTION SITE. THE HAULING AND THE DISPOSAL IS WITHIN THE AUTHORITY OF THE PROJECT ENGINEER.

5. PAVEMENT

ANY ITEM OF WORK REFLECTED ON THE PLANS / CONTRACT SUCH AS CLEARING & GRUBBING, SUB - GRADE PREPARATION, BASE MATERIALS PREPARATION. PCCP AND RIPRAP SHOULD CONFORM WITH THE 2004 DPWH STANDARD SPECIFICATION WHICH IS THE BASES OF REFERENCE IN ANY CONSTRUCTION ACTIVITIES.

7. RIPRAP AND GROUTED RIPRAP

A. FOOTING SHALL BE CARRIED DOWN TO A FIRM FOUNDATION AS DIRECTED BY THE ENGINEER.

NOTE: B. CLASS "A" CONCRETE SHALL BE USED.

QUANTITIES ARE SUBJECT TO INCREASE / DECREASE, DEPENDING C. MORTAR TO BE ONE (1) PART CEMENT AND THREE (3) PARTS UPON THE RESULT OF JOINT FINAL INSTRUMENT SURVEY. SAND. D. MORTAR JOINTS 2 1/2 CM TO 4 CM.

E. THE STONES SHALL NOT BE LESS THAN 15 KGS. IN WEIGHT AND LAID OFF TO THE LINES AND DIMENSION REQUIRED.

8. ROAD MARKINGS ( THERMOPLASTIC )

A. THE PROJECT ENGINEER SHOULD VERIFY FROM THE BILL OF QUANTITIES THE TYPE OF ROAD MARKINGS THAT IS REQUIRED WHETHER CONTINUOUS OR BROKEN. THE DIMENSIONS, COLORS AND MATERIALS TYPE SHOULD CONFORM TO THE SPECIFICATION PRESCRIBED IN THE BLUE BOOK 2004 EDITION.

B. THE PROJECT ENGINEER SHOULD CHECK WITH THE LABORATORY TO ENSURE THAT THE TYPE OF MATERIALS IS CORRECT AND HAS BEEN APPROVED.

C. PRE - MARKING SHOULD BE CAREFULLY CARRIED OUT BY THE CONTRACTOR AND CHECKED AND APPROVED BY THE PROJECT ENGINEER BEFORE LAYING ON THE ROAD MARKINGS TO START.

D. PRE - MARKING IS NORMALLY CARRIED OUT BY SURVEY INSTRUMENT ON STRAIGHT SECTIONS AND BY A ROPE LINE ON A CURVE. THE PROPOSED ALIGNMENT SHOULD BE MARKED W/ PAINTS SPOTS ON THE PAVEMENT SURFACE FOR THE MACHINE TO FOLLOW.

1B 1C

NOTE: 1L 1K

NOTE:

PLAN 1J ( SHOWING FLARING OF EXISTING CONCRETE PAVEMENT ) SCALE 1 : 50 M

1A TYPICAL PLAN OF A TWO LANE PAVEMENT NOT TO SCALE

1B DETAIL "A" SCALE 1 : 10 M

1G SECTION I 1K S E C T I O N 1L S E C T I O N WHERE: SCALE 1 : 40 M

1C DETAIL "B" SCALE 1 : 10 M

CONTRACTION JOINT CONSTRUCTION JOINT

1H SECTION II SCALE 1 : 40 M DETAIL OF EXPANSION JOINT (DOWELLED) AT 1D DETAIL "C" CERTAIN INTERSECTIONS AND STRUCTURES SCALE 1 : 10 M

GENERAL NOTES :

DETAIL OF BAR SPACING ALONG CURVES

1E DETAIL "D" WOODEN SIDE FORM WOODEN/METAL SIDE FORM METAL SIDE FORM SCALE 1 : 10 M DETAIL OF SIDE FORMS

1I DETAILS OF JOINTS IN RIGID PAVEMENT SCALE NTS

1F S E C T I O N STANDARD PLAN OF PORTLAND CEMENT CONCRETE PAVEMENT SCALE 1 : 10 M

SURVEYED & PREPARED: REPUBLIC OF THE PHILIPPINES PROJECT TITLE: SHEET CONTENTS: SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO.: SHEET NO.: ANNIE P. MEJOGUE ENGINEER III IMPROVEMENT / WIDENING OF NATIONAL ROADS DESIGNED: ALONG BACOLOD SOUTH ROAD STANDARD PLAN OF OFFICE OF THE REGIONAL DIRECTOR K0046+(-910) - K0048+533; K0059+781 - K0060+307.50; STEPHEN B. ABASTILLAS 4 NEGROS ISLAND REGION ( NIR ) K0065+448 - K0071+696.60 PORTLAND CEMENT ENGINEER III CHECKED: AILEN S. JULIT ERIC A. AYAPANA LEA N. DELFINADO, CESO IV ( INTERIM - OFFICE ) CONCRETE PAVEMENT CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR OIC-REGIONAL DIRECTOR 30 CANGMATING, SIBULAN, NEGROS ORIENTAL LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL JOSE ROY H. LAGON ASST. CHIEF, PLANNING & DESIGN DIVISION SURVEYED & PREPARED: REPUBLIC OF THE PHILIPPINES PROJECT TITLE: SHEET CONTENTS: SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO.: SHEET NO.: ANNIE P. MEJOGUE ENGINEER III IMPROVEMENT / WIDENING OF NATIONAL ROADS DESIGNED: ALONG BACOLOD SOUTH ROAD OFFICE OF THE REGIONAL DIRECTOR K0046+(-910) - K0048+533; K0059+781 - K0060+307.50; STANDARD PLAN OF STEPHEN B. ABASTILLAS 5 NEGROS ISLAND REGION ( NIR ) K0065+448 - K0071+696.60 ENGINEER III METAL GUARDRAIL CHECKED: AILEN S. JULIT ERIC A. AYAPANA LEA N. DELFINADO, CESO IV ( INTERIM - OFFICE ) CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR OIC-REGIONAL DIRECTOR 30 CANGMATING, SIBULAN, NEGROS ORIENTAL LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL JOSE ROY H. LAGON ASST. CHIEF, PLANNING & DESIGN DIVISION A B C D E F

450 600 225 300 20 40

600 800 300 400 26 53

NOTE:

WHITE RETRO-REFLECTIVE CHEVRON ON BLACK BACKGROUND OR RED CHEVRON ON RETRO-REFLECTIVE WHITE BACKGROUND.

7.4.2a Design

The chevron sign shall be a vertical rectangle. No border shall be used on the chevron sign.

The point of the arrow in chevron shall indicate the direction of travel. They SHOWING THAT THE SPACING OF THE CHEVRON SIGNS ALLOW THE DRIVER TO SEE AT LEAST (3) SIGNS IN VIEW shall be visible for at least 150m to provide the road user with adequate time to WHILE NEGOTIATING THE CURVE UNTIL THE CHANGE IN ALIGNMENT ELIMINATES THE NEEDS FOR THE SIGNS AS react to change in alignment. The minimum lateral offset of the chevron sign shall CONTAINED IN THE 4TH PARAGRAPH OF SECTION 620.2.2, DESIGN FOR ITEM 620 - CHEVRON SIGNS be 1.8m from the edge of the pavement.

The chevron signs shall be installed on the outside of the curve, set up aligned with the approaching traffic at right angle to a driver's line of sight. Two-sided chevron signs may be used on two-lane, two-way roads to guide driver's travelling in both directions.

It is recommended that the spacing of the chevrons signs should allow the driver to see at least three (3) signs in view while negotiating the curve, until the change in alignment eliminates the need for the signs.

Chevron signs shall be mounted clear of roadside vegetation and clearly visible under headlight illumination by night. Chevrons should be installed 1.5m above the ground in rural areas and 2.2m in urban areas. The recommended spacing for chevrons within a curve is shown below.

TABLE 7.2 : Recommended Spacing for Chevron Signs

Advisory Speed Limit Chevron Spacing Radius ( kph ) ( m )

Speed Limit of 70 kph 30 - 50 60 - 120 24 R = Radius of Curvature = 150 m 60 - 70 120 - 210 36

80 - 90 210 - 300 48

> 90 > 300 60

TABLE 7.2 : Types of Chevron Signs

Type Typical Size Application

a. HM - 1A 450mm x 600mm NSKGHVLJQVSHHGZLWKQRYLVLEOHSUREOHP

b. HM - 1B 600mm x 800mm > 60 kph design speed and/or with no visible problem ( e.g. fog )

THE RECOMMENDED SPACING DISTANCES FOR THE CHEVRON SIGNS WITHIN THE CURVE AND APPROACH / DEPARTURE OF THE ROAD AS SHOWN IN TABLE 7.2 - RECOMMENDED SPACING FOR CHEVRON SIGNS AND AS CONTAINED IN THE SIXTH PARAGRAPH OF SECTION 620.2.2, DESIGN FOR ITEM 620 - CHEVRON SIGNS.

CONCRETE 247 kg/cm 2 (3,500 lb/in 2 ) CONCRETE 317 kg/cm 2 (4,500 lb/in 2 ) CONCRETE 317 kg/cm 2 (4,500 lb/in 2 ) kg/m OF PIPE kg/m OF PIPE

MINIMUM PIPE COVERING

ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL REINFORCEMENT REINFORCEMENT REINFORCEMENT TONGUE END GROOVE END 1A LONGITUDINAL SECTION 1B S E C T I O N 1C S E C T I O N 1D S E C T I O N SCALE NTS SCALE NTS SCALE NTS SCALE NTS

1 STANDARD REINFORCED CONCRETE PIPE CULVERTS SCALE NTS

METHOD A

CONCRETE CRADLE BEDDING ORDINARY BEDDINGS

3 TYPICAL BEDDING FOR CONDUITS 4 DETAIL OF PIPE COLLAR SCALE NTS SCALE NTS METHOD B 2 METHODS OF PIPE INSTALLATION SCALE NTS

0.000 48.00 ( K0

48.00 046+(-910 45+090.00 ) )

47.00

47.00 CANGMATING, SIBULAN, NEGROS ORIENTAL

REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE 47.00 OFFICE OF THE REGIONAL DIRECTOR

NEGROS ISLAND REGION ( NIR )

( INTERIM - OFFICE ) 48.00

47.00 48.00 45+200.00

49.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE: K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60 45+300.00

49.00 49.00 SHEET CONTENTS:

49.00 PLAN & PROFILE 45+400.00

50.00

50.00 CHECKED: DESIGNED: SURVEYED & PREPARED: STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE

49.00 ENGINEER III ENGINEER III

SUBMITTED: 49.00 45+500.00 CHIEF, PLANNING & DESIGN DIVISION AILEN S. JULIT

50.00

51.00 RECOMMENDING APPROVAL: ASSISTANT REGIONAL DIRECTOR 45+600.00 ERIC A. AYAPANA

50.00

50.00 APPROVED: LEA N. DELFINADO, CESO IV OIC-REGIONAL DIRECTOR 45+700.00

50.00 50.00 SET NO.:

51.00

51.00 SHEET NO.: 30 45+800.00 8 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 45.000 50.000 55.000 60.000 65.000 0.000

51.00 45+800.00

51.00

CANGMATING, SIBULAN, NEGROS ORIENTAL 50.00 REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR

NEGROS ISLAND REGION ( NIR )

50.00 50.00

( INTERIM - OFFICE ) 49.00

49.00 45+900.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE: K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS

51.00 ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60

51.00

52.00 46+000.00

53.00

53.00 SHEET CONTENTS: PLAN & PROFILE 46+100.00

54.00

54.00 CHECKED: DESIGNED: SURVEYED & PREPARED:

55.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE

55.00 ENGINEER III ENGINEER III 46+200.00

55.00 SUBMITTED:

55.00 CHIEF, PLANNING & DESIGN DIVISION AILEN S. JULIT

54.00

53.00

53.00 55.00 RECOMMENDING APPROVAL:

46+300.00 54.00 ASSISTANT REGIONAL DIRECTOR

56.00 ERIC A. AYAPANA

55.00 57.00

56.00

58.00

57.00

59.00

58.00 60.00 APPROVED: 46+400.00

LEA N. DELFINADO, CESO IV

61.00 59.00

OIC-REGIONAL DIRECTOR

60.00 62.00

63.00 61.00 SET NO.:

46+500.00 62.00 SHEET NO.: 30 9 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 50.000 55.000 60.000 65.000 0.000

63.00 CANGMATING, SIBULAN, NEGROS ORIENTAL REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE

OFFICE OF THE REGIONAL DIRECTOR 63.00 NEGROS ISLAND REGION ( NIR )

( INTERIM - OFFICE ) 62.00

46+600.00 62.00

LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE: 61.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS

ALONG BACOLOD SOUTH ROAD 60.00 K0065+448 - K0071+696.60

46+700.00 59.00 59.00

59.00

59.00 58.00 SHEET CONTENTS: 46+800.00

57.00 PLAN & PROFILE CHECKED: DESIGNED: SURVEYED & PREPARED: 56.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE

57.00

ENGINEER III ENGINEER III 56.00 46+900.00 SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION

AILEN S. JULIT 57.00 47+000.00

57.00 RECOMMENDING APPROVAL: ASSISTANT REGIONAL DIRECTOR

56.00 ERIC A. AYAPANA

56.00

47+100.00 56.00 APPROVED: LEA N. DELFINADO, CESO IV

OIC-REGIONAL DIRECTOR

57.00 56.00

58.00

47+200.00 59.00

SET NO.: 57.00 SHEET NO.: 30 10 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 60.000 65.000 70.000 75.000 0.000

60.00

58.00 CANGMATING, SIBULAN, NEGROS ORIENTAL REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR )

( INTERIM - OFFICE ) 59.00 47+300.00

60.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE:

60.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS 47+400.00 ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60

61.00

62.00

63.00 47+500.00 SHEET CONTENTS:

64.00

62.00 PLAN & PROFILE

65.00 CHECKED: DESIGNED: SURVEYED & PREPARED:

63.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON 47+600.00 ANNIE P. MEJOGUE ENGINEER III ENGINEER III

63.00 SUBMITTED:

64.00 CHIEF, PLANNING & DESIGN DIVISION

64.00

AILEN S. JULIT 64.00 47+700.00

65.00

65.00 RECOMMENDING APPROVAL:

66.00 ASSISTANT REGIONAL DIRECTOR ERIC A. AYAPANA

67.00 47+800.00 APPROVED:

68.00 LEA N. DELFINADO, CESO IV OIC-REGIONAL DIRECTOR 66.00

68.00 47+900.00

67.00 SET NO.: SHEET NO.: 30 11 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N

65.000 70.000 75.000 80.000

0.000

66.00 67.00 CANGMATING, SIBULAN, NEGROS ORIENTAL 67.00 REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) 68.00 48+000.00

( INTERIM - OFFICE ) 68.00

69.00

70.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE:

70.00 48+100.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS

71.00 ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60

72.00

73.00 73.00

48+200.00

74.00

74.00 75.00

SHEET CONTENTS: 75.00

PLAN & PROFILE

76.00 76.00 48+300.00 CHECKED: DESIGNED: SURVEYED & PREPARED:

77.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE ENGINEER III ENGINEER III

77.00 SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION AILEN S. JULIT

48+400.00

76.00 76.00 RECOMMENDING APPROVAL: ( BEG. EXISTING WIDENING ) STA. END OF SECTION 1 48+502.05 75.00 ASSISTANT REGIONAL DIRECTOR ERIC A. AYAPANA ( K0 048+533 ) 48+502.05 APPROVED: LEA N. DELFINADO, CESO IV OIC-REGIONAL DIRECTOR 48+600.00 SET NO.: SHEET NO.: 30 12 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 40.000 45.000 50.000 55.000 60.000 0.000 59+781.00 BEGINNING OF SECTION 2 ( END OF EXISTING WIDENING ) STA. CANGMATING, SIBULAN, NEGROS ORIENTAL REPUBLIC OF THE PHILIPPINES 59+781.00 * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR 59+800.00

NEGROS ISLAND REGION ( NIR ) 49.00 ( K0 ( INTERIM - OFFICE )

059+781 ) 49.00 59+900.00

49.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE:

50.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60

50.00

60+000.00 49.00 SHEET CONTENTS: PLAN & PROFILE

50.00

49.00

60+100.00 49.00

48.00 CHECKED: DESIGNED: SURVEYED & PREPARED:

47.00 49.00

STEPHEN B. ABASTILLAS

ASST. CHIEF, PLANNING & DESIGN DIVISION 47.00 JOSE ROY H. LAGON ANNIE P. MEJOGUE ENGINEER III ENGINEER III

SUBMITTED: 48.00 CHIEF, PLANNING & DESIGN DIVISION 60+200.00

AILEN S. JULIT 49.00

50.00

RECOMMENDING APPROVAL:

MERGING 76 M. 76 60+285.74 ASSISTANT REGIONAL DIRECTOR ERIC A. AYAPANA

50.00 51.00 51.00 STA. END OF SECTION 2 60+285.74 ( K0 060+307.50 ) APPROVED: LEA N. DELFINADO, CESO IV OIC-REGIONAL DIRECTOR SET NO.: SHEET NO.: 30 13 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N BEGINNING OF SECTION 3 STA. ( MAGSAYSAY BR. APP. "B" )

65+448.00 51.00

40.000 45.000 50.000 55.000

0.000

52.00

51.00 49.00 50.00 ( K0 48.00

065+448 ) 51.00 65+448.00

CANGMATING, SIBULAN, NEGROS ORIENTAL 48.00 REPUBLIC OF THE PHILIPPINES

* TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR 49.00 NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE )

50.00 65+500.00

50.00

50.00 50.00

49.00 50.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE:

51.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50;

IMPROVEMENT / WIDENING OF NATIONAL ROADS 49.00

52.00 65+600.00 ALONG BACOLOD SOUTH ROAD

K0065+448 - K0071+696.60 49.00 65+700.00

SHEET CONTENTS: 49.00 PLAN & PROFILE

50.00

CHECKED: DESIGNED: SURVEYED & PREPARED: 49.00

49.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE 65+800.00 ENGINEER III ENGINEER III SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION AILEN S. JULIT

49.00 65+900.00 49.00

RECOMMENDING APPROVAL: 50.00 ASSISTANT REGIONAL DIRECTOR ERIC A. AYAPANA

51.00

49.00

66+000.00 49.00 APPROVED: LEA N. DELFINADO, CESO IV

OIC-REGIONAL DIRECTOR 49.00 66+100.00

51.00 SET NO.:

50.00

48.00

48.00 SHEET NO.: 30 14 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION

E L E V A T I O N

48.00 48.00 40.000 45.000 50.000 55.000 60.000 0.000

49.00 CANGMATING, SIBULAN, NEGROS ORIENTAL REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) 66+200.00

( INTERIM - OFFICE ) 48.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE: 66+300.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50;

IMPROVEMENT / WIDENING OF NATIONAL ROADS 48.00 ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60

50.00

50.00 49.00 66+400.00

SHEET CONTENTS: 49.00 PLAN & PROFILE 66+500.00 CHECKED: DESIGNED: SURVEYED & PREPARED: STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE ENGINEER III ENGINEER III SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION

AILEN S. JULIT 49.00 66+600.00

50.00 RECOMMENDING APPROVAL:

50.00 ASSISTANT REGIONAL DIRECTOR ERIC A. AYAPANA 66+700.00

49.00 APPROVED: LEA N. DELFINADO, CESO IV

49.00

OIC-REGIONAL DIRECTOR 49.00

50.00 66+800.00 SET NO.: SHEET NO.: 30 15 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 40.000 45.000 50.000 55.000 60.000 0.000

49.00 66+900.00 CANGMATING, SIBULAN, NEGROS ORIENTAL

49.00 REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE )

49.00

49.00 67+000.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE:

49.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50;

49.00 IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60 67+100.00 SHEET CONTENTS: PLAN & PROFILE 67+200.00

50.00 CHECKED: DESIGNED: SURVEYED & PREPARED: STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE ENGINEER III ENGINEER III SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION 67+300.00 50.00

AILEN S. JULIT 49.00 RECOMMENDING APPROVAL: ASSISTANT REGIONAL DIRECTOR 67+400.00 ERIC A. AYAPANA

50.00 APPROVED:

50.00 LEA N. DELFINADO, CESO IV OIC-REGIONAL DIRECTOR 67+500.00

49.00

50.00 49.00 SET NO.:

49.00 49.00 SHEET NO.: 30 16 67+600.00 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 45.000 50.000 55.000 60.000 0.000

49.00 49.00 67+600.00

50.00 CANGMATING, SIBULAN, NEGROS ORIENTAL REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE )

49.00 67+700.00

LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE: 50.00 49.00 K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD

51.00 K0065+448 - K0071+696.60

49.00 67+800.00

49.00

49.00 SHEET CONTENTS: PLAN & PROFILE 67+900.00

CHECKED: DESIGNED: SURVEYED & PREPARED: 51.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE ENGINEER III ENGINEER III 68+000.00 SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION AILEN S. JULIT

49.00 RECOMMENDING APPROVAL: 68+100.00

ASSISTANT REGIONAL DIRECTOR 50.00 ERIC A. AYAPANA

49.00 APPROVED: 68+200.00 LEA N. DELFINADO, CESO IV OIC-REGIONAL DIRECTOR

49.00 SET NO.: 68+300.00 SHEET NO.: 30 17 WIDENING SUPERELEVATION HORIZONTAL CURVATURE VERTICAL CURVATURE EXISTING GROUND (R/S) EXISTING GROUND (C/L) EXISTING GROUND (L/S) STATION E L E V A T I O N 45.000 50.000 55.000 60.000 0.000 CANGMATING, SIBULAN, NEGROS ORIENTAL REPUBLIC OF THE PHILIPPINES * TO FOLLOW EXISTING WIDENING * TO FOLLOW EXISTING SUPERELEVATION * TO FOLLOW EXISTING HORIZONTAL CURVATURE * TO FOLLOW EXISTING VERTICAL CURVATURE OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE ) 68+400.00 LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL PROJECT TITLE: K0046+(-910) - K0048+533; K0059+781 K0060+307.50; IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD K0065+448 - K0071+696.60 68+500.00

49.00 49.00 SHEET CONTENTS: 49.00 68+600.00

PLAN & PROFILE 48.00 CHECKED: DESIGNED: SURVEYED & PREPARED:

49.00 STEPHEN B. ABASTILLAS ASST. CHIEF, PLANNING & DESIGN DIVISION JOSE ROY H. LAGON ANNIE P. MEJOGUE

ENGINEER III ENGINEER III 49.00 68+700.00 SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION AILEN S. JULIT

48.00 50.00 68+800.00 RECOMMENDING APPROVAL: ASSISTANT REGIONAL DIRECTOR ERIC A. AYAPANA

49.00 48.00 68+900.00 APPROVED: LEA N. DELFINADO, CESO IV

49.00 OIC-REGIONAL DIRECTOR 49.00 69+000.00 SET NO.: SHEET NO.: 30 18