REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE I 2nd DISTRICT ENGINEERING OFFICE Alvear St., Lingayen, Pangasinan

C.Y. 2021 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR ROAD WIDENING ALONG MANGALDAN - MANAOAG - BINALONAN RD. - K0206+423 - K0207+040 SAN JACINTO, PANGASINAN STATION LIMITS: K0206+423 - K0207+040 NET LENGTH: 1.472 Ln.Km.

SUBMITTED: RECOMMENDED: APPROVED:

FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL OIC-CHIEF, PLANNING AND DESIGN SECTION OIC- ASST. DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: INDEX OF SHEETS LEGENDS BALAOI PASALENG BAY BURAYOC TO CAGAYAN PASALENG PAGUDPUD BINDAY

BURAAN BADUANG BANGUI MASINI 00 COVER SHEET ROAD TRAVEL WAY 1139,200 N BURGOS DUMALNEG GRID COORDINATES ADAMS REGIONAL MAP of REGION I DAVILA DIVI DARISDIS AGAGA TUNGEL DILAVO PAREDES BATO SHOWING NATIONAL ROADS MT. PAO INDEX OF SHEETS AIR STATION RROW, ROAD RIGHT OF LIPAY AND DISTRICT BOUNDARIES KARUSQUIS WAY LIMIT 20 Mts. NORTH SIGN PASUQUIN ILOCOS NORTE 1st LOCATION MAP,VICINITY MAP, GOOGLE MAP ALSEM AMIN

MT. AGANMATA 01 NABUTAS BACARRA VINTAR DAM LOCATION MAP MT. MASADSADAC LEGENDS VINTAR LAOAG CITY FINISHED GRADE LA PAZ GABU CARASI ABBREVIATIONS & SYMBOLS CENTER LINE OF CARRIAGEWAY SAN NICOLAS ON PROFILE g=+3.00 % SARRAT PIDDIG UBOG MANGITATAYU DINGRAS LUMBAO PAOAY BIDDING SOLSONA BATAC MARCOS PADONG GRADIENT CURRIMAO SUMMARY OF QUANTITIES MT. SICAPDO CONTOUR s=+3.00 % QUIOM ILOCOS NORTE 2nd 02 OF SIDE DITCH PORT CURRIMAO QUIOM (BANNA) ESPIRITU 4 3 4 5 PINILI BALLAAG 5 BINGAO GENERAL NOTES STO. TOMAS BADOC ISLAND BADOC MADUPAYOS SULAT POINT NAGREBSAN NUEVA ERA NASSADAO SINAIT BENCH MARK SECTION IN EARTH BALACBAC KAPAKAK

DACLABANO 03 DPWH STANDARD PROJECT BILLBOARD SALAMAGUE 1 CABUGAO SALAMAGUE

LAPOG BAY SAN JUAN PORTLAND CEMENT ILOCOS SUR 1st VERTICAL CURVATURE PINGET ISLAND 04 IMPLEMENTATION SCHEDULE MAGSINGAL CONCRETE PAVEMENT CASILI PATONG STO. DOMINGO SAN ILDEFONSO SAN VICENTE BANTAY SANTA CATALINA 05 TYPICAL SECTION VIGAN CITY CAOAYAN ORIGINAL GROUND CENTER OF ROADWAY TO ABRA SANTA 06 TOPOGRAPHIC PLAN, PROFILE SULVEC PT. NAGBUKEL NARVACAN

FINISH GRADE PIPE CULVERT STA. MARIA TOPOGRAPHIC PLAN, PROFILE SAN ESTEBAN 07 BURGOS SANTIAGO BAYANGGUI

DAN-AR LIDLIDDA RIVER / CREEK INVERT ELEVATION OF CANAL BANAYOYO 08 TOPOGRAPHIC PLAN, PROFILE CANDON CITY SAN EMILIO GALIMUYOD

SALCEDO QUIRINO STA. LUCIA G. DEL PILAR QUINIBU POINT OF STA. CRUZ 09 TOPOGRAPHIC PLAN, PROFILE CHEVRON ALIGNMENT SIGN DILI SIGAY INTERSECTION / TANGENT ILOCOS SUR 2nd CERVANTES KIMPUSA SUYO DARDARAT BUTAC 10 STRAIGHT LINE DIAGRAM TAGUDIN CABUGAO ALILEM SECTION TARGET BANGAR TO BENGUET SUDIPEN RIMOS LUNA CASTRO SUGPON 11 STRAIGHT LINE DIAGRAM BALAOAN

SANTOL N O T E S : 1st 12 STRAIGHT LINE DIAGRAM BACNOTAN SAN GABRIEL SAN JUAN STO. ROSARIO THIS SITESAN FERNANDO PORT 1. ON PLAN AND PROFILE, ALL THE STRUCTURE WORKS WHICH ARE REPRESENTED LUBING NAGYUBUYUBAN PORO POINT SAN FERNANDO CITY BAGULIN 13 STANDARD PCCP JOINTS (PLAIN) BY SYMBOLS ARE SHOWN ON BOTH SIDES OF THE ROAD.

NAGUILIAN BURGOS 2. STATION LIMITS AND LENGTH OF EACH WORK SHALL BE DETERMINED IN THE FIELD BAUANG BAGUIO-NAGUILIAN 14 STANDARD PCCP JOINTS (DOWELED) LA UNION 2nd AND APPROVED BY THE ENGINEER. CABA

Santiago Island ARINGAY SAN ANTONIO 15 STANDARD PAVEMENT MARKINGS DETAIL 3. PORTLAND CEMENT CONCRETE PAVEMENT RECONSTRUCTION (PCCP) BLOCK, TUBAO PUGO MARCOS HIGHWAY STANDARD SIZE OF ONE SLAB 3.05m - 3.65m x 4.50m. AGOO ANDA STO. TOMAS

16 GEOMETRIC DESIGN STANDARD 4. ALL STRUCTURES SHALL COMPLY WITH THE REQUIRED STANDARD, SEE APPLICABLE DRAWINGS. DAMORTIS ROSARIO TO BAGUIO TO BAGUIO Hundred Islands ARTACHO BANI RABON ESPERANZA MABILAO SISON BOLASI LABAYUG ALAMINOS CITY NUEVA VISCAYA AGNO SAN FABIAN POZZOROBIO 17 GEOMETRIC DESIGN STANDARD SAN ROQUE SAN ROQUE SAN JACINTO SAN NICOLAS SAN MANUEL MABINI LAOAC SUAL DAGUPAN CITY MANGALDAN BURGOS BINALONAN NATIVIDAD LINGAYEN MANAOAG MAPANDAN LABRADOR ASINGAN TAYUG 18 GEOMETRIC DESIGN STANDARD BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN PANGASINAN SUB BUGALLON PANGASINAN 3rd PANGASINAN 1st SAN CARLOS CITY UMINGAN MALASIQUI VILLASIS BALUNGAO AGUILAR 19 DETAIL OF STANDARD BOX CULVERT STO TOMAS NUEVA ECIJA BASISTA ROSALES

INFANTA URBIZTONDO ALCALA PANGASINAN 2nd BAYAMBANG BAUTISTA TO TARLAC 20 DETAIL OF STANDARD BOX CULVERT TO ZAMBALES MANGATAREM

TO TARLAC 21 DETAIL OF PEDESTAL FOR STREETLIGHT

START OF PROJECT STA. K0206+423

RABON ESPERANZA THIS SITE MABILAO BOLASI

SAN FABIAN SAN JACINTO ABBREVIATIONS AND SYMBOLS DAGUPAN CITY MANGALDAN LINGAYEN MANAOAG AND & MINIMUM MIN. LABRADOR ASPHALT CONCRETE PAVEMENT ACP NORTHING N BINMALEY AT @ NUMBER NO. BGY. ORIGINAL GROUND LEVEL OGL % BUGALLON BEGINNING BEG. PERCENT PHIL. BENCH MARK BM PHILIPPINES +/- BR. PLUS/MINUS BRIDGE PCC BUILDING BLDG. POINT OF COMPOUND CURVE POINT OF CURVATURE PC AGUILAR C CENTERLINE L POINT OF INTERSECTION PI BASISTA CENTIMETER cm POINT OF TANGENCY PT CONCRETE CONC. VC POINT OF VERTICAL CURVE END OF URBIZTONDO CONCRETE HOLLOW BLOCK CHB POINT OF VERTICAL INTERSECTION PVI CONTINUOUS CONT. POINT OF VERTICAL TANGENT PVT PROJECT 3 PANGASINAN 2nd CUBIC METER cu.m. / m POINT ON TANGENT POT STA. K0207+040 BAYAMBANG DEGREE OF CURVE D PORTLAND CEMENT CONCRETE PAVEMENT PCCP DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DPWH RADIUS R MANGATAREM DESIGN VELOCITY V RATE OF VERTICAL CURVATURE K DETAIL DET. REINFORCED CONCRETE BOX CULVERT RCBC DIAMETER DIA./Ø REINFORCED CONCRETE PIPE CULVERT RCPC DISTANCE DIST. REFERENCE POINT RP TO TARLAC EACH EA. RIGHT OF WAY R-O-W EACH WAY EW ROAD RD ELEVATION ELEV./EL. ROADWAY RDWY EMBANKMENT EMB. SPACES SPC ENGINEER ENGR. SPECIAL SPL 2 EXISTING EXTG. SQUARE METER sq.m. / m FINISHED GRADE LINE FGL STATION STA. HORIZONTAL HOR. TANGENT DISTANCE T TRANSV. INCHES IN. TRANSVERSE TYP. LINEAR METER LM TYPICAL VAR GOOGLE MAP LUMP SUM LS VARIABLE MAXIMUM MAX. VERTICAL VERT VICINITY MAP METER m WIDTH w METRIC TON MT WITH w/ MILLIMETER mm

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. D:\jepoy.png DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JEPHUNNEH R. FERRER REGIONAL OFFICE I INDEX OF SHEETS ROAD WIDENING ALONG LOCAATION MAP ENGINEER II (CTO) PANGASINAN 2ND MANGALDAN-MANAOAG-BINALONAN RD - VICINITY MAP 01 PREPARED: K0206+423 - K0207+040 GOOGLE MAP FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL DISTRICT ENGINEERING OFFICE SAN JACINTO, PANGASINAN LEGENDS 18 OIC-ASST. DISTRICT ENGINEER ALVEAR ST., LINGAYEN, PANGASINAN ABBREVIATIONS & SYMBOLS GLORIFICADORC:\Users\JEPHUNNEH\Documents\Planning A. and Design\PIRMAs\PIRMA\GLORIFICADOR DE GUZMAN A.png OIC-CHIEF, PLANNING AND DESIGN SECTION DISTRICT ENGINEER ENGINEER II DATE: DATE: DATE: GENERAL NOTES: SPECIFICATIONS, DESIGN CRITERIA, CONSTRUCTION REQUIREMENTS

I. STANDARD SPECIFICATIONS A) HOOKS AND BENDS REVISED 2013 AND DESIGN GUIDELINES, CRITERIA AND STANDARDS 2015 EDITION. SPECIAL PROVISIONS HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. SUMMARY OF QUANTITIES A a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE BETWEEN CONTROL SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE db db Do Do POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN PROFILE,AND CROSS SECTION ARE IN BARS 180° 90° 90° 135° 135° A METER AND THE UNIT OF MEASURE AS SHOWN IN THE DETAILS OF STRUCTURES ARE IN MILLIMETERS. 10 125 150 100 100 125 A END HOOK QUANTIT 12 150 200 113 113 163 16 175 250 150 138 200 ITEM NO. DESCRIPTION UNIT REMARKS II. DIMENSIONS D D Y a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE db db STIRRUP & TIE HOOK STIRRUP TIE db CENTERLINE OF THE ROAD. b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD The contractor shall at all times STATION) ARE PROVIDED AT THE BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. Do = 6 db for db < 30 D = 4 db for db < 20 A.1.1(8) Provision for Field Office 5.23 month provide field office for the Do = 8.7 db for db > 30 D = 6 db for db > 30 engineer during the duration of for Engineer (Rental Basis) III. STATIONINGS X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) the contract. IV. HORIZONTAL CONTROL 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT LESS THAN 196 KPa. SOIL BORING TEST - PERMANENT STRUCTURES AT THE PROJECT SITE. B.3 Permits and Clearances 1.00 L.S. SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF V. VERTICAL CONTROL SOIL SPOTS UNDER IF THE RESULT IF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT As per D.O. 21, Series of a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION OF THE PROJECT IS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING B.5 Project Billboard / Signboard 3.00 each b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT INTERVALS MATERIALS OR CONCRETE CLASS "B". 2017 ALONG THE PROJECT. 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL VI. HORIZONTAL ALIGNMENT As per D.O. 13, Series of SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES B.7(1) Occupational Safety and Health Program 1.00 month a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF THE AT SUITABLE INTERVALS AND ELEVATIONS. 2018 PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE MAINLY 3. THE DEPTH OF PENETRATION SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR ADJUSTMENT OF THE SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS 4. THE THICKNESS OR DIAMETER OF As per D.O. 13, Series of HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT THE ACTUAL FIELD B.8(1) Traffic Management 1.00 month STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. 2018 CONDITION. VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) B.9 Mobilization/Demobilization 1.00 L.S. As per D.O. 197, Series of 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND HIGHWAYS, 2013. 2. 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT 2018 PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE POST AND TRUNKLINES, IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS PROJECT SHALL BE RELOCATED BY THE ENTITY 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO OR OWNER CONCERNED, EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. 101(6) Removal of Structures and Obstructions 1,130.44 cu.m. For Box Culvert SECTION OF THE EXISTING PUBLIC UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR THE ACCOUNT OF THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. (Concrete) (Extension of Box Culvert) BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT SHALL BE MADE 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID SCHEDULE. SHALL BE USED FOR THE WHOLE PROJECT. 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK VIII. DRAINAGE STRUCTURES 102(2) Surplus Common Excavation 436.29 cu.m. For PCCP IRON FREE FROM RUST AND LINKS. 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE CHECKED 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDE IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE APPROVAL OF THE ENGINEER TO SUIT BEFORE OR AFTER AN EXPANSION JOINT. 104(1)a Embankment from Roadway Excavation 33.30 cu.m. For PCCP ACTUAL FIELD CONDITIONS. 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 30-50 BY THE ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD (Common Soil) OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS OTHERWISE BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. 3. EXISTING DRAINAGE STRUCTURES OR PART 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE. THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL SERVICEABLE SHALL BE TURNED OVER TO THE 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. 105(1)a Subgrade Preparation (Common Material) 5,814.40 sq.m. For PCCP GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. WITHOUT ANY EXTRA COMPENSATION. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. TO DAMAGE THESE MATERIALS DURING THE REMOVAL AND HANDLING. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE 200(1) Aggregate Subbase Course 1,628.03 cu.m. For PCCP LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH IX. STRUCTURAL CONCRETE STRUCTURES DOWELS IF JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT 311(1)e1 Portland Cement Concrete Pavement 5,814.40 sq.m. For PCCP IX.1) CONCRETE SHOULD BE KEYED JOINTS WITH THE BARS. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) (Unreinforced, 0.28m THICK) STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL BE 50mm. 404(1)a Reinforcing Steel (Grade 40) 7,904.56 kgs. For Box Culverts ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. IX.2) REINFORCING STEEL 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE. FOR 405(1)a3 Structural Concrete 94.35 cu.m. For Box Culverts GRAVEL SHOULDER AND 1.5% FOR CONCRETE SHOULDER. a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER THAN 16 MM 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL REBARS SHALL BE FREE OF 3. THE SLOPE OF SHOULDER SHALL ALWAYS FILL IN THE DIRECTION OF THE OUTSIDE EDGE OF (20.68 MPa, Class A, 28 Days) MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND WITH CONCRETE. THE TRAVELLED WAY. 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3%%% THEN THE SLOPE OF LOWER 407(3) Parapet Walls 141.75 cu.m. For Stone Masonry IX.3) REINFORCING BAR SPLICING SHOULDER SHALL BE THE SAME AS FOR THE TRAVELLED WAY. 5. WHEN SUPER ELEVATION IS 4%%% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO ARTICLE 8.32 ALL SLOPE OF 3%. SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS USED INLIEU OF LAPPED Stone Masonry 1,248.41 cu.m. For Stone Masonry 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. 506(1) CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125%%% OF THE SPECIFIED YIELD STRENGTH OF THE BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO THE SHAPES AND DIMENSIONS 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.10 PAVEMENT WIDTH INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL REINFORCING BARS REQUIRING BENDING SHALL BE Reflectorized Thermoplastic Pavement 220.80 sq.m. For PCCP AND NOT ON VARYING PAVEMENT WIDTH DUE WIDENING. 612(1) BENT COLD. WHEN REINFORCING BARS ARE BENT BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING. THE Markings White 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 10. FOR e> 7%SHOULDER SHOULD BE PAVED.

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JEPHUNNEH R. FERRER REGIONAL OFFICE I ROAD WIDENING ALONG ENGINEER II (CTO) SUMMARY OF QUANTITIES PANGASINAN 2ND MANGALDAN-MANAOAG-BINALONAN RD - 02 GENERAL NOTES PREPARED: K0206+423 - K0207+040 DPWH STANDARD PROJECT BILLBOARD FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL DISTRICT ENGINEERING OFFICE SAN JACINTO, PANGASINAN 18 ALVEAR ST., LINGAYEN, PANGASINAN GLORIFICADOR A. DE GUZMAN OIC-CHIEF, PLANNING AND DESIGN SECTION OIC-ASST. DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II DATE: DATE: DATE: 2400 (8 ft.)

2440.00mm 80 C:\Users\JEPHUNNEH\Desktop\Bañaga-Angarian\COA logo.svg.png COMMISSION ON AUDIT 50 (PROVINCE AND CITY)

90 CONSTRUCTION OF (Name of Project and Location) Project: Cost: 70 50 CONTRACTOR : Location: Fund sources: 30 Implementing Agency: 50 Development Partner: DATE STARTED : HELVETICA 3" WHITE BACKGROUND 30 Contractor/Supplier: BLACK TEXT 50 CONTRACT COMPLETION DATE : Brief Description of Project: 30 50 CONTRACTOR COST : Project Details: 30

50 IMPLEMENTING OFFICE / CONTACT No. : 2400 (8 ft.) 30 1220 50 SOURCES OF FUND : Project Date Project Status Description Standard Target Date of Percentage of As of Cost Incurred Date Remarks Completion Completion (Date) to Date Completed

170 HELVETICA 1"

60 30 DEPARTMENT OF 60 PUBLIC WORKS AND HIGHWAYS For Particulars or Complaints about this project, Please Contact the Regional office or Cluster Which has Audit Jurisdiction on this Project. 40 TEXT 2920 or call (02)165-02 for any concern on this project HELVETICA 1" 50 www.dpwh.gov.ph COA Regional Office No./ Cluster: Address: 30 Contact No.: or text COA Citizens Desk at 0915-539-1957 50

50

40 320 2400 (8 ft.)

DISPLAY AREA DPWH STANDARD PROJECT BILLBOARD 50 x 50 HORIZONTAL COCO LUMBER DISPLAY AREA

(TARPAULIN ON 2-1200 x 2400 x 1/4 MARINE PLYWOOD) 1200

2400 2400 2400 DISPLAY AREA DISPLAY AREA DISPLAY AREA 1200 1200 1200

BILLBOARD (1200 x 2400 x 12 (1200 x 2400 x 5 1200

50X50 HORIZONTAL MARINE PLYWOOD) MARINE PLYWOOD) COCO LUMBER

45°

EDGE OF ROAD

50X75 HORIZONTAL 50X75 HORIZONTAL COCO LUMBER 50 x 75 VERTICAL TRAFFIC DIRECTION COCO LUMBER COCO LUMBER 1000 1000 1000 1000 ROAD 1000 50 x 50 WOODEN STAKE 50X50 WOODEN 50X50 WOODEN STAKE STAKE GROUND LEVEL ORIENTATION GROUND LEVEL GROUND LEVEL GROUND LEVEL 500 500 500 500 500

1000 TYPICAL FRAME ELEVATION FRONT ELEVATION 2400 2400 1000

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

DPWH STANDARD PROJECT BILLBOARD COA STANDARD PROJECT BILLBOARD SCALE: N.T.S. SCALE: N.T.S.

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JEPHUNNEH R. FERRER REGIONAL OFFICE I ROAD WIDENING ALONG ENGINEER II (CTO) PANGASINAN 2ND MANGALDAN-MANAOAG-BINALONAN RD - DPWH STANDARD PROJECT BILLBOARD 03 PREPARED: K0206+423 - K0207+040 COA STANDARD PROJECT BILLBOARD FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL DISTRICT ENGINEERING OFFICE SAN JACINTO, PANGASINAN 18 ALVEAR ST., LINGAYEN, PANGASINAN GLORIFICADOR A. DE GUZMAN OIC-CHIEF, PLANNING AND DESIGN SECTION OIC-ASST. DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II DATE: DATE: DATE: IMPLEMENTATION SCHEDULE

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JEPHUNNEH R. FERRER REGIONAL OFFICE I ROAD WIDENING ALONG ENGINEER II (CTO) PANGASINAN 2ND MANGALDAN-MANAOAG-BINALONAN RD - 04 IMPLEMENTATION SCHEDULE PREPARED: K0206+423 - K0207+040 FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL DISTRICT ENGINEERING OFFICE SAN JACINTO, PANGASINAN 18 ALVEAR ST., LINGAYEN, PANGASINAN GLORIFICADOR A. DE GUZMAN OIC-CHIEF, PLANNING AND DESIGN SECTION OIC-ASST. DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II DATE: DATE: DATE: FILLED W/ ASPHALT SEALANT (30-40) PENETRATION BLOWN ASPHALT

16mm Ø TIE BAR BY 600 mm.SPACED AT 600 mm O.C

600 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT t = 0.28 m. 300 300 ITEM 200(1) - AGGREGATE SUB BASE COURSE t = 0.20 m. ITEM 105(1)a - SUBGRADE PREPARATION

DETAIL "A" CONSTRUCTION/LONGITUDINAL JOINT ON CARRIAGEWAY

SCALE 1: 15 MTS

C 3.95 L 3.95

PROPOSED ROAD WIDENING PROPOSED ROAD WIDENING 0.50 3.30 3.05 3.05 3.30 0.50

SLOPE 1.5 % SLOPE 1.5 % SLOPE 1.5 % SLOPE 1.5 % REMOVAL OF CONCRETE SHOULDER EXISTING CARRIAGEWAY EXISTING CARRIAGEWAY REMOVAL OF CONCRETE SHOULDER

ITEM 101(3)c2 - REMOVAL OF ACTUAL STRUCTURES/OBSTRUCTION

ITEM 105(1)a - SUBGRADE PREPARATION(COMMON MATERIAL)

ITEM 200(1) - AGGREGATE SUBBASE COURSE

ITEM 311(1) e1- PCCP (Unreinforced) 0.28m THICK

ITEM 407(3) - PARAPET WALLS

ITEM 506(1)- STONE MASONRY

TYPICAL SECTION OF WIDENING WITH STONE MASONRY AND PARAPET: (BS) STA. K0206+423 - K0207+040

NOT TO SCALE:

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JEPHUNNEH R. FERRER REGIONAL OFFICE I ROAD WIDENING ALONG ENGINEER II (CTO) PANGASINAN 2ND MANGALDAN-MANAOAG-BINALONAN RD - TYPICAL SECTION 05 PREPARED: K0206+423 - K0207+040 FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL DISTRICT ENGINEERING OFFICE SAN JACINTO, PANGASINAN 18 ALVEAR ST., LINGAYEN, PANGASINAN GLORIFICADOR A. DE GUZMAN OIC-CHIEF, PLANNING AND DESIGN SECTION OIC-ASST. DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II DATE: DATE: DATE: NATURAL GROUND ELEVATION

FINISHED ELEVATION E L E V A T I O N HOR. CURVATURE SUPER ELEVATION STATION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS VER. CURVATURE DISTRICT ENGINEERING OFFICE 13.00 3.00 8.00 ALVEAR ST., LINGAYEN, PANGASINAN PANGASINAN 2ND REPUBLIC OF THE PHILIPPINES

REGIONAL OFFICE I

STA.

206+000.00 PROPOSED

PROJECT

BEG. OF BEG. 206+000.00 206+000 8.36 8.56

BEG. OF PROJECT STA. 206 + 000.00 206+020.00 206+020 8.25 8.45

PROJECT NAME AND LOCATION: 206+040.00 MANGALDAN-MANAOAG-BINALONAN RD -

206+040

ROAD WIDENING ALONG 8.27 8.47 SAN JACINTO, PANGASINAN K0206+423 - K0207+040 206+060.00

206+060

8.26 8.46 206+080.00

206+080 8.16 8.56 206+100.00 SHEET CONTENTS: TOPOGRAPHIC PLAN AND POFILE

206+100

8.14 8.54 206+120.00 206+120 206+140.00 8.13 8.33

FOLLOW EXISTING PAVEMENT

FOLLOW EXISTING GRADE PREPARED: DRAFTED: 206+140 206+160.00 8.11 8.31 MARK LESTHER C. GUTING HORIZONTAL 1:500 JEPHUNNEH R. FERRER VERTICAL 1:500

PROFILE

PROFILE ENGINEER II ENGINEER II 206+160 206+180.00

8.09 8.29 REVIEWED: 206+180 206+200.00

8.06 8.26 206+200 206+220.00 8.02 8.22

OIC-CHIEF, PLANNING AND DESIGN SECTION DATE: SUBMITTED: 206+220 206+240.00

FERNANDO F. BUGARIN 7.98 8.18 206+240 206+260.00 7.94 8.14

RECOMMENDED: DATE: 206+260 206+280.00

OIC-ASST. DISTRICT ENGINEER 7.90 8.10 ERICSON A. PAZ 206+280 206+300.00 7.90 8.10

DATE: APPROVED: 206+300 206+320.00

DISTRICT ENGINEER

EDITA L. MANUEL 7.93 8.13

S E 206+320 206+340.00

7.97 8.17

W N SET NO. 206+340 8.00 8.20 SHEET NO. 18 06 NATURAL GROUND ELEVATION

FINISHED ELEVATION E L E V A T I O N

HOR. CURVATURE SUPER ELEVATION STATION VER. CURVATURE DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

DISTRICT ENGINEERING OFFICE 206+360.00 13.00 3.00 8.00 ALVEAR ST., LINGAYEN, PANGASINAN PANGASINAN 2ND

REPUBLIC OF THE PHILIPPINES

REGIONAL OFFICE I 206+380.00 206+360

8.03 8.23 206+400.00 206+380 8.00 8.20 PROJECT NAME AND LOCATION:

MANGALDAN-MANAOAG-BINALONAN RD - 206+420.00 206+400

ROAD WIDENING ALONG 7.97 8.17 SAN JACINTO, PANGASINAN K0206+423 - K0207+040 206+440.00 206+420

7.93 8.13 206+460.00 206+440 7.89 8.09 SHEET CONTENTS:

TOPOGRAPHIC PLAN AND POFILE 206+480.00 206+460

7.86 8.06 206+500.00 206+480 7.80 8.00

FOLLOW EXISTING PAVEMENT FOLLOW EXISTING GRADE 206+520.00 PREPARED: DRAFTED: 206+500 7.73 7.93 MARK LESTHER C. GUTING HORIZONTAL 1:500 JEPHUNNEH R. FERRER VERTICAL 1:500 PROFILE

PROFILE ENGINEER II ENGINEER II 206+540.00 206+520

7.67 7.87 206+560.00

206+540 REVIEWED:

7.61 7.81 206+580.00 206+560

7.54 7.74 OIC-CHIEF, PLANNING AND DESIGN SECTION 206+600.00 DATE: SUBMITTED: 206+580

FERNANDO F. BUGARIN 7.48 7.68 206+620.00 206+600 7.42 7.62

RECOMMENDED: DATE: 206+640.00 206+620

OIC-ASST. DISTRICT ENGINEER 7.40 7.60 ERICSON A. PAZ 206+660.00 206+640 7.38 7.58

DATE: APPROVED: 206+680.00 206+660

DISTRICT ENGINEER

EDITA L. MANUEL 7.37 7.57

S E 206+700.00 206+680

7.35 7.55

W N SET NO. 206+700 7.33 7.53 SHEET NO. 18 07 NATURAL GROUND ELEVATION

FINISHED ELEVATION E L E V A T I O N HOR. CURVATURE SUPER ELEVATION STATION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS VER. CURVATURE

DISTRICT ENGINEERING OFFICE 13.00 206+720.00 3.00 8.00 ALVEAR ST., LINGAYEN, PANGASINAN PANGASINAN 2ND REPUBLIC OF THE PHILIPPINES

REGIONAL OFFICE I 206+720 206+740.00

7.31 7.51 206+740 206+760.00 7.30 7.50 PROJECT NAME AND LOCATION:

MANGALDAN-MANAOAG-BINALONAN RD - 206+760 206+780.00

ROAD WIDENING ALONG 7.28 7.48 SAN JACINTO, PANGASINAN K0206+423 - K0207+040 206+780 206+800.00

7.26 7.46 206+800 206+820.00 7.24 7.44 SHEET CONTENTS:

TOPOGRAPHIC PLAN AND POFILE 206+820 206+840.00

7.24 7.44 206+840 206+860.00 7.22 7.42 FOLLOW EXISTING PAVEMENT

FOLLOW EXISTING GRADE PREPARED: DRAFTED: 206+860 206+880.00 7.18 7.38 MARK LESTHER C. GUTING HORIZONTAL 1:500 JEPHUNNEH R. FERRER VERTICAL 1:500 PROFILE

PROFILE ENGINEER II ENGINEER II 206+880 206+900.00

7.14 7.34 REVIEWED: 206+900 206+920.00

7.10 7.30 206+920 206+940.00 7.08 7.28

OIC-CHIEF, PLANNING AND DESIGN SECTION DATE: SUBMITTED: 206+940 206+960.00

FERNANDO F. BUGARIN 7.10 7.30 206+960 206+980.00 7.12 7.32

RECOMMENDED: DATE: 206+980 207+000.00

OIC-ASST. DISTRICT ENGINEER 7.14 7.34 ERICSON A. PAZ 207+000 207+020.00 7.16 7.36

DATE: APPROVED: 207+020 207+040.00

DISTRICT ENGINEER

EDITA L. MANUEL 7.17 7.37

STA. S

E

PROPOSED

PROJECT

END OF END

207+040.00 207+040 207+060.00

7.19 7.39

W N SET NO. 207+060 7.21 7.41 SHEET NO. 18 08 BEG. OF PROJECT K0 206+423 0.50

PROP. STONE MASONRY PROP. PCCP

0.35-1.40 EXISTING SHOULDER 2.55-3.80

EXISTING

6.10 CARRIAGEWAY206+423 206+440 206+460 206+480 206+500 206+520 206+540 206+560 206+580

EXISTING

SHOULDER MATCHLINE 2.55-3.80 PROP. PCCP

0.35-1.40 PROP. STONE MASONRY STA. K0206+580 0.50 0.50

PROP. STONE MASONRY PROP. PCCP

0.35-1.40 EXISTING SHOULDER 2.55-3.80

EXISTING

6.10 CARRIAGEWAY206+600 206+620 206+640 206+660 206+680 206+700 206+720 206+740 206+760

EXISTING

SHOULDER MATCHLINE 2.55-3.80 PROP. PCCP

0.35-1.40 PROP. STONE MASONRY STA. K0206+760 0.50 0.50

PROP. STONE MASONRY PROP. PCCP

0.35-1.40 EXISTING SHOULDER 2.55-3.80

EXISTING

6.10 CARRIAGEWAY206+780 206+800 206+820 206+840 206+860 206+880 206+900 206+920 206+940

EXISTING

SHOULDER MATCHLINE 2.55-3.80 PROP. PCCP

0.35-1.40 PROP. STONE MASONRY STA. K0206+940 0.50

ENF. OF PROJECT K0 207+040 0.50

PROP. STONE MASONRY PROP. PCCP

0.35-1.40 EXISTING SHOULDER 2.55-3.80

EXISTING

6.10 CARRIAGEWAY206+960 206+980 207+000 207+020 207+040

EXISTING SHOULDER 2.55-3.80 PROP. PCCP

0.35-1.40 PROP. STONE MASONRY 0.50 LEGEND: PROPOSED PCCP PROPOSED STONE MASONRY

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JEPHUNNEH R. FERRER REGIONAL OFFICE I ROAD WIDENING ALONG ENGINEER II (CTO) PANGASINAN 2ND MANGALDAN-MANAOAG-BINALONAN RD - STRAIGHT LINE DIAGRAM 9 PREPARED: K0206+423 - K0207+040 FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL DISTRICT ENGINEERING OFFICE SAN JACINTO, PANGASINAN 18 ALVEAR ST., LINGAYEN, PANGASINAN GLORIFICADOR A. DE GUZMAN OIC-CHIEF, PLANNING AND DESIGN SECTION OIC-ASST. DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II DATE: DATE: DATE: