Department of Public Works and Highways Region Vi - Western Visayas Negros Occidental 1St District Engineering Office Matab-Ang, Talisay City, Negros Occidental

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION VI - WESTERN VISAYAS NEGROS OCCIDENTAL 1ST DISTRICT ENGINEERING OFFICE MATAB-ANG, TALISAY CITY, NEGROS OCCIDENTAL

C.Y. 2020 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR CONSTRUCTION OF FARM-TO-MILL ROAD: CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO SITIO PASTO, BRGY. MAGTICOL TOBOSO ROAD SECTION, NEGROS OCCIDENTAL STA. 0+000 - STA. 0+188.50 NET LENGTH: 188.50 m. / 0.377 lane km. WIDTH : 5.00 m. THICKNESS : 0.30 m.

SUBMITTED: RECOMMENDED: APPROVED:

ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: N 0

LUZON

MANILA REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS MINDORO

REGION VI - WESTERN VISAYAS SAMAR

PANAY OFFICE OF THE DISTRICT ENGINEER LEYTE NEGROS OCCIDENTAL 1ST DISTRICT ENGINEERING OFFICE CEBU PALAWAN NEGROS BOHOL MATAB-ANG, TALISAY CITY PROJECT SITE CONSTRUCTION OF FARM-TO-MILL ROAD: CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: MINDANAO CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO SITIO PASTO, BRGY. MAGTICOL TOBOSO ROAD SECTION, NEGROS OCCIDENTAL JOLO STA. 0+000 - STA. 0+188.50 KEY MAP

N NET LENGTH: 188.50 m. / 0.377 lane km. 0 WIDTH : 5.00 m. THICKNESS : 0.30 m. KALIBO ROXAS CITY N AKLAN CAPIZ

END OF PROJECT P A N A Y STA. 0 + 300 ILOILO MANAPLA CADIZ CITY VICTORIAS SAGAY CITY ANTIQUE CITY E.B. MAGALONA ESCALANTE TO Jct. Nat'l. Road CITY SAN JOSE DE ILOILO CITY SILAY CITY BUENAVISTA TALISAY CITY TOBOSO BACOLODCITY

MURCIA CALATRAVA EP:0+342.78 GUIMARAS DS. BENEDICTO SAN CARLOS CITY

KABANKALAN CITY ILOG CAUAYAN PROJECT SITE

BEG. OF PROJECT SIPALAY STA. 0 + 000 N E G R O S O C C I D E N T A L

HINOBAAN

WESTERN VISAYAS MAP

MANAPLA CADIZ CITY VICTORIAS INDEX OF SHEETS: CITY E.B. MAGALONA LAY - OUT PLAN 1. LAY OUT PLAN, VICINITY & LOCATION MAP & INDEX OF SHEETS SAGAY ESCALANTE CITY CITY SCALE : N. T. S. 2. GENERAL NOTES, SPECIFICATIONS, SUMMARY OF QUANTITIES, 3. TYPICAL ROADWAY CROSS SECTION, GROUTED RIPRAP SILAY CITY DETAIL & SCHEDULE 4. STANDARD PLAN OF PCCP TALISAY CITY 5. ROAD GEOMETRIC DESIGN, HORIZONTAL & VERTICAL CURVES TOBOSO 6. SUPER ELEVATION & PAVEMENT WIDENING 7. TYPICAL DETAIL OF TRAFFIC SIGNS BACOLOD CITY TYPICAL DETAIL OF TWO SIDED FRAMES MURCIA 8. TRAFFIC MANAGEMENT SCHEME WATER FILLED BARRIER D.S. BENEDICTO TYPICAL DETAIL OF TRAFFIC CODE CALATRAVA 9. PLAN & PROFILE 10 - 15. CROSS SECTION SAN CARLOS 16. BILLBOARD DETAIL CITY 17. BUNKHOUSE DETAIL PROJECT SITE

VICINITY MAP NOT DRAWN TO SCALE

1.) ALIGNMENT AND GRADES ARE SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD CONDITIONS. 2.) DISTANCES AND ELEVATIONS ARE IN METERS UNLESS INDICATED OTHERWISE 3.) GRADES SHOWN ARE TOP OF FINISHED PAVEMENT. 4.) ALL WORK SHALL COMPLY WITH THE STANDARD "SPECIFICATIONS FOR HIGHWAYS AND BRIDGES", REVISED 2013 5.) CUT IN EARTH SHALL BE ROLLED AS REQUIRED BY ITEM 105 - SUBGRADE OF THE STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, REVISED 2013. SUMMARY OF QUANTITIES NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND IT SHALL BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEMS. ITEM NO. DESCRIPTION QUANTITY UNIT REMARKS 6.) ALL EMBANKMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISION OF FIELD OFFICE REQUIREMENTS OF " ITEM 104 - EMBANKMENTS OF THE STANDARD SPECIFICATIONS A.1.1.(8) 1.07 mo. FOR HIGHWAYS AND BRIDGES, REVISED 2013. FOR THE ENGINEERS (Rental Basis) 3 7.) THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS OF AND PROVIDE 102(2) SURPLUS COMMON EXCAVATION 423.18 m ACCESSIBILITY FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 , SERIES OF 2009. EMBANKMENT FROM ROADWAY 62.75 3 104(1)a EXCAVATION (COMMON SOIL) m 8) BEFORE THE START OF ACTUAL CONSTRUCTION THE AS STAKED PLAN SHOULD 2 BE SUBMITTED TO THE REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAYBE 105(1)a SUB GRADE PREPARATION 1,319.50 m UNDERTAKEN TO CORRECT OR ADJUST WHATEVER APPRECIABLE DEVIATION THERE MAYBE FROM THE ORIGINAL PLAN. THE REFERENCE FOR THE IMPLEMENTATION AGGREGATE SUB - BASE 3 COMPACTED SHALL BE THE AS STAKED PLAN. 200(1) COURSE 438.68 m (THK. = 0.20 M.) WIDTH = 5.00 M. 311(1)f1 PCC PAVEMENT (UNREINFORCED) 2 0.30 m. thk, 14 days 942.50 m (THK. = 0.30 M.) 3 SPECIFICATION : 505(2)a GROUTED RIPRAP - CLASS A 63.75 m 1.) SAFETY ON THE PROJECT

IF THE ENGINEER ASSIGNED IN THE PROJECT NOTICES ANYTHING ON THE SITE THAT IS CONSIDERED UNSAFE , A SITE INSTRUCTION SHOULD IMMEDIATELY BE GIVEN TO THE CONTRACTOR REGARDING THIS MATTER THAT COULD CAUSE SAFETY PROBLEMS , SUCH AS : A.) HINDRANCES TO THE TRAFFIC FLOW , IF NEEDED THE SHOULDER SHOULD BE USED SO THAT TWO WAY TRAFFIC CAN BE MAINTAINED.

B.) LACK OF TRAFFIC CONTROL ( STOP / GO BOARD )

C.) INADEQUATE WARNING SIGNS FOR THE ROAD USERS

D.) IMPROPER USE OF EQUIPMENT THAT POSE DANGER E.) EXCAVATION THAT IS NOT PROPERLY BARRICADED AND LIGHTED

F.) THE CONTRACTOR IS RESPONSIBLE FOR ALL ROAD SAFETY DEVICES / ARRANGEMENT ON THE JOB SITE,THIS INCLUDES SIGNAGES,LIGHTING AND OTHER ROAD SAFETY DEVICES REQUIRED TO WARN AND

2.) QUALITY CONTROL 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 ENSURE THAT THE TESTS COMPLY WITH THE SPECIFICATIONS AND PROCEDURES.

3.) 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

4.) 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 .

5.) RIPRAP AND GROUTED RIPRAP

A.) FOOTING SHALL BE CARRIED DOWN TO A FIRM FOUNDATION AS DIRECTED BY THE ENGINEER. B.) CLASS " A " CONCRETE SHALL BE USED. C.) MORTAR TO BE ONE (1 ) PART CEMENT AND THREE ( 3) PARTS 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.

1.00M. 2.50 M. 2.50 M. 1.00M. 0.40 M.

16 MM Ø x 0.60m. @ 0.60 M.O. C. 1 SHOULDER SHOULDER WEEP HOLES - 100 mmØ PVC PIPE 3 @ 2.00 MOC HOR. & 1.00M VERT STAGGERED W/ FILTER CLOTH @ INNER END. VARIABLE

ITEM 311 PORTLAND CEM. CONC. PAVEMENT(0.30m.THK.) 0.60 M. ITEM 200 AGGREGATE SUB-BASE COURSE (0.20 m. THK.) ITEM 102 ROADWAY EXCAVATION 0.40 M.

N O R M A L TYPICAL ROADWAY CROSS SECTION GROUTED RIPRAP DETAIL SCALE: NTS SCALE: N T S

5.00 M.

1.00M. 2.50 M. 2.50 M. 1.00M.

16 MM Ø x 0.60m. @ 0.60 M.O. C. FROM TO (m) LEFT / RIGHT SHOULDER SHOULDER 0+010.00 0+090.00 80.00 LEFT SIDE SLOPE PROTECTION

1 3

ITEM 102 ROADWAY EXCAVATION ITEM 311 PORTLAND CEM. CONC. PAVEMENT(0.30m.THK.) ITEM 200 AGGREGATE SUB-BASE COURSE (0.20 m. THK.) ITEM 104 EMBANKMENT

SHOWING W/ GROUTED RIPRAP TYPICAL ROADWAY CROSS SECTION SCALE: NTS

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

LEGEND :

NOTE :

IN ANY SYMMETRICAL VERTICAL PARABOLIC CURVE

FORMULA :

LEGEND :

IN ANY UNSYMMETRICAL VERTICAL PARABOLIC CURVE

FORMULA :

LEGEND :

TRANSITION: CIRCULAR CURVE-STRAIGHT-CIRCULAR CURVE CASE 2

WIDENING ON HORIZONTAL SIMPLE CURVE

TRANSITION: CIRCULAR CURVE-MINIMUM STRAIGHT-CIRCULAR CURVE CASE 3

TRANSITION: CIRCULAR CURVE-CIRCULAR CURVE CASE 4

PROJECT NAME & LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I REGION VI - WESTERN VISAYAS 6 CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO SUPERELEVATION AND DESIGNED: NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE PAVEMENT WIDENING SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II FRONT ELEVATION REAR ELEVATION

FLOOR PLAN

LEFT SIDE ELEVATION RIGHT SIDE ELEVATION

P. I. NO. STATION I (<) E (m) T (m) R (m) Lc (m) D (<) P. C. (STA.) P. T. (STA.) e (%) W (m) V (kph)

03° 06' 42" (L) 0.074 REFERENCE POINTS: 1 0 + 018.41 5.432 200.000 10.86 05°43' 46" 0 + 012.98 0 + 023.84 - - -

CONTROL # NORTHING EASTING ELEVATION REMARKS 2 0 + 170.49 07° 05' 25" (L) 0.929 30.034 484.787 59.99 35°15' 48" 0 + 140.50 0 + 200.49 - - - BM - 1 1186162.14 542616.23 300.21 M. CL END OF EXISTING PCCP 3 0 + 210.33 05° 36' 52" (L) 0.240 9.807 200.000 19.60 05°43' 46" 0 + 200.53 1 + 220.13 - - - N P.I. REFERENCE POINT

P. I. NO. DISTANCE REMARKS

4.00 m. MANGO TREE 1 7.42 m. MANGO TREE

AZI. = 297° 36' 30.74" 9.82 m. STEEL ELECTRIC POST DIST.= 18.41 m 2

296.00 AZI. = 294° 29' 48.75" 38.17 m. MANGO TREE DIST.= 3 295.00 152.12 m 295.00 297.00 298.00 299.00 296.00 297.00 298.00 299.00

300.00 AZI. = 287° 24' 23.87" AZI. = 281° 47' 31.50"

PC:0+012.98 PT:0+023.84 DIST.= 39.88 m DIST.= 132.46 m RP-1 RP-2 300.00

301.00

STA 0+000.00 0+100 300.00

PC:0+140.50 EP:0+342.78 0+300

PT:0+200.49 PT:0+220.13

PC:0+200.53 0+200

RP-1

300.00 RP-1 301.00

BEG. OF PROJECT END OF PROJECT STA. 0 + 000 STA. 0 + 188.50

HIGH PT STA: 2+80.00 HIGH PT ELEV: 301.32 PVI STA:0+250.00 LOW PT STA: 0+50.00 PVI ELEV:301.16 LOW PT ELEV: 300.21 K:1133.76 PVI STA:0+080.00 LVC:60.00 EL. 305.00 PVI ELEV:300.21 K:107.36 LVC:60.00 GRADE BREAK STA = 0+342.82 ELEV = 301.634 BVCE: 301.00 EVCE: 301.32 BVCS: 0+220.00 EVCS: 0+280.00 GRADE BREAK STA = 0+000.00 ELEV = 300.215 BVCE: 300.21

EVCE: 300.38 0.51% BVCS: 0+050.00 EVCS: 0+110.00 E L V A T I O N 0.56% 0.00% EL. 300.00

EL. 295.00

S T A T I O N -0+050 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400

ORIGINAL GROUND ELEVATION 300.21 299.81 300.01 301.01 299.82 299.90 300.10 300.17 300.24 300.27 300.57 300.66 301.59 301.30 301.30 300.35 300.85 301.25

FINISHED GRADE ELEVATION 300.21 300.21 300.21 301.11 301.21 300.22 301.32 301.42 301.52 301.62 300.26 300.33 300.44 300.55 300.66 300.77 300.89 301.00

HORIZONTAL CURVATURE DIAGRAM

VERTICAL CURVATURE DIAGRAM

WIDENING DIAGRAM

SUPER ELEVATION

DIAGRAM

PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 9 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE PLAN & PROFILE DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 10 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE CROSS SECTION DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 11 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE CROSS SECTION DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 12 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE CROSS SECTION DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 13 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE CROSS SECTION DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 14 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE CROSS SECTION DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II PROJECT NAME & LOCATION: SHEET CONTENTS: SURVEYED & PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION OF FARM-TO-MILL ROAD: ROGELITO D. SOMONDONG REGION VI - WESTERN VISAYAS CONCRETING OF SUGARCANE FARM-TO MILL-ROAD: LAB. TECH. I CROSSING SITIO POLOPANGYAN, BRGY. BUG-ANG TO 15 NEGROS OCCIDENTAL 1st DISTRICT ENGINEERING OFFICE CROSS SECTION DESIGNED: SITIO PASTO, BRGY. MAGTICOL HERMINIO A. HERIDA ELSIE A. PRIETOS NORMITA A. NOBLE JAIME SJ. JAVELLANA 17 MATAB-ANG, TALISAY CITY, NEG. OCC. STA. 0+000 - STA. 0+188.50 ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ALEX G. ALMIAS DATE: DATE: DATE: DATE: TOBOSO, NEGROS OCCIDENTAL ENGINEER II 1800 600 50 500 50 600 600 600 ATTACHED BARRICADE FLASHER LIGHT 70 100 ( DURING NIGHT TIME ) 200 DM E N D 160 EM 70 E N D 600 100 38

180 160 DM R O A D W O R K 1000 70 240 DN 600 170 1460 170 40 *** Black text on yellow reflectorized background 180 38 T - 1 VARIES DEPENDING 1800 ON THE SIZE OF *** Black text on red reflectorized border 1500 200 1400 200 and white reflectorized background SIGN PANEL

70 R 4 - 2 600 200 DM

100 ROADWORK 600 100 38

180 A H E A D 160 DM 70 800 240 DN 600 480 840 480 40 *** Black text on yellow reflectorized background 180 T - 1 38 100

*** Black text on red reflectorized border

900 and white reflectorized background R 4 - 1 ALL MATERIALS ARE 2" x 2" x 2.33mm 600 ANGULAR BAR

*** Black symbol on yellow reflectorized background STANDARD SIGN PANEL OF APPROPRIATE T 5 - 5 SHEETING FASTENED WITH BOLTS AND NUTS *** Black symbol on orange reflectorized background FOR EASE OF REPLACEMENT T 1 - 5

1200 900

430 340 430 120 660 120

45 40 300 ROAD 100 EM PREPARE 120 DM 100 75 VARIES DEPENDING ON

120 DM 600 120 DM 600 THE SIZE OF SIGN PANEL MACHINERY T O 600 CLEAR 75 100 SPACING 120 EM AHEAD 100 EM S T O P 40 45 330 240 330 187 826 187 200 500 200 402 396 402 *** Black text on yellow reflectorized background *** White text on red reflectorized background TYPICAL DETAILS OF TWO-SIDED SIGN FRAME T 1- 3 T 1 - 1 8

INTERCONNECTED PLASTIC TEMPORARY BOLLARDS/ CONES SAFETY BARRIERS SHOULDER SPACED @ 3.0-5.0 M. ( WATER FILLED )

2.50m MINIMUM EXISTINGPAVEMENT BARRICADE FLASHER LIGHTS INSTALLED AFTER EVERY 3 BOLLARDS CLEARANCE ( DURING NIGHT TIME )

EXISTINGPAVEMENT WORKSITE AREA

SHOULDER 40 PREPARE 10m 10m 30m MACHINERY S T O P ROADWORK T O 40 AHEAD E N D ROAD A H E D STOP/ GO SIGNAL E N D ORANGE COLOR R O A D W K D D D D D

NOTE: DIMENSION “D” - A distance expressed in meters equal to the approach speed of traffic in kilometers TYPICAL DETAIL OF CONE per hour W A T E R F I L L E D B A R R I E R

1) THE STANDARD BILLBOARD MEASURES 1200mm x 2400mm (4ft x 8ft) USING 12mm (1/2") THICK MARINE PLYWOOD OR TARPAULIN POSTED ON 5mm (3/16") MARINE CONSTRUCTION OF (Name of Project and Location) PLYWOOD.

CONTRACTOR : 2) THE COLOR SHADE COMBINATION FOR THE YELLOW BACKGROUND OF THE DATE STARTED : NEW PROJECT BILLBOARD DESIGN IS AS FOLLOWS: CONTRACT COMPLETION DATE : CONTRACT COST : CYAN - 0 CONSTRUCTION CONSULTANT : MAGENTA - 7 IMPLEMENTING OFFICE : YELLOW - 78 SOURCES OF FUND : KEY - 0

3) FOR EACH BUILDING PROJECT, THE BILLBOARD SHALL BE INSTALLED IN FRONT OF THE PROJECT SITE. DEPARTMENT OF 4) FOR EACH ROAD/BRIDGE/FLOOD CONTROL PROJECTS, TWO BILL BOARD SHALL PUBLIC WORKS AND HIGHWAYS BE INSTALLED, i.e., ONE AT THE BEGINNING AND ONE AT THE END OF THE Text 2920 or call (02) 165-02 for any concern on this project PROJECT. www.dpwh.gov.ph 5) FOR ROAD PROJECTS WITH LENGTH OF 10 KILOMETERS OR MORE, BILLBOARD(S) SHALL ALSO BE INSTALLED AT EVERY 5 KILOMETERS INTERVAL..

6) NAME(S) AND/OR PICTURE(S) OF ANY PERSONAGES SHOULD NOT APPEAR IN THE BILLBOARD.

7) NO POLITICAL BILLBOARDS SHALL BE ALLOWED TO BE INSTALLED 100 METERS BEFORE AND 100 METERS AFTER ALL DPWH PROJECTS AND IN BETWEEN THE PROJECT LIMITS OR WITHIN THE ROAD RIGHT- OF-WAY.

8) DPWH CONTRACTORS SHALL NOT BE ALLOWED TO PLACE NAMES OF POLITICIANS ON THEIR EQUIPMENT OR CARRY POLITICAL BILLBOARD ON THEIR EQUIPMENT.

ROAD ORIENTATION

DISPLAY AREA DISPLAY AREA

(1200 x 2400 x 12 (TARPAULIN ON1200 x 2400 x 5 MARINE PLYWOOD) MARINE PLYWOOD)

GROUND LEVEL GROUND LEVEL GROUND LEVEL

FRONT ELEVATION FRONT ELEVATION TYPICAL FRAME ELEVATION (OPTION 1) (OPTION 2)

BILLBOARD FRAME DETAILS SCALE: 1:30M