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DEPARTMENT of PUBLIC WORKS and HIGHWAYS REGIONAL OFFICE I PANGASINAN 2Nd DISTRICT ENGINEERING OFFICE Alvear St., Lingayen, Pangasinan

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DEPARTMENT of PUBLIC WORKS and HIGHWAYS REGIONAL OFFICE I PANGASINAN 2Nd DISTRICT ENGINEERING OFFICE Alvear St., Lingayen, Pangasinan REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE I PANGASINAN 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 : LA UNION 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 BOLINAO 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. BARANGAY 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.
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