DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

1 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FORCONCRETING OF ROAD IN APITONG, BARANGAY PAGATPAT,CAGAYAN DE ORO CITY, MISAMIS ORIENTALCAGAYAN DE ORO CITYK0+000 - K0+ LENGTH = m_____REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSREGION XCAGAYAN DE ORO CITY 1ST DISTRICT ENGINEERING OFFICE10TH REGIONAL EQUIPMENT SERVICES COMPOUND BULUA, CAGAYAN DE ORO CITYTABLE OF INDEXG-1G-3( 1/12 )TITLE SHEETTABLE OF INDEXG. GENERAL DRAWINGMAPSSTANDARD SPECIFICATION, LEGENDS AND ABBREVIATIONP. PLAN AND PROFILES. TYPICAL SECTIONS AND DETAILSDRAWING TITLESET ( 2/12 )( 3/12 )S-1( 1/2 )TYPICAL ROADWAY SECTIONS6G-4( 4/12 )TYPICAL TRAFFIC SIGNAGE LAYOUT7G-5( 5/12 )PORTLAND CEMENT CONCRETE PAVEMENT DETAILS8G-6( 6/12 )K 0 + - K 0 + ( 1/1 )P-1 TYPICAL SIGNS AND HAZARD MARKINGSPROJECT BILLBOARD( 7/12 )4 SUMMARY OF QUANTITIES15 LEGENDG-23G-711121314( 2/2 )S-2C.

2 CROSS SECTIONSC-1C-2C-31617K 0 + - K 0 + DEVELOPMENT PLAN9( 8/12 )G-8 CONSTRUCTION REQUIREMENTSCONSTRUCTION REQUIREMENTSCONSTRUCTION REQUIREMENTSROAD LIGHTING DETAILS( 9/12 )( 10/12 )( 11/12 )( 12/12 )G-9G-10G-11G-121819( 1/3 )( 2/3 )( 3/3 )K 0 + - K 0 + 0 + - K 0 + DRAWINGSCONCRETING OF ROAD IN APITONG, BARANGAY PAGATPAT,CAGAYAN DE ORO CITY, MISAMIS ORIENTALACAGAYAN DE ORO MAPNOT TO SCALE1 GBMINDANAO MAP1 GFOREST ZONEBESIGANTIGNAPOLOANDANSOHONDANSOHONBA YANGATAGPANGIPAGALUNGANTUMPAGONPIGSAG-AN TUBURANTAGLIMAOLUMBIASAN CATANICOCUGMANTABLONPUERTOBALUBALAGUSANB UGOGUSACAMAMAN-ANBALULANGMACASANDIGNAZAR ETHCARMENIPONANPATAGBULUABAYANGABONBONKA USWAGANMACABALANPUNTODCONSOLACIONLAPASAN CPROJECT SITE LOCATION MAP1 GBEG.

3 OF PROJECTK 0 + = = OF PROJECTK 0 + = = DEVELOPMENT PLAN2 GEND OF PROJECTK 0 + = = OF PROJECTK 0 + = = BARNREYESMEAT SHOPPAGATPATBARANGAYHALLLCPROJECT ROADEXISTING ROADTRIDITCHNEW BRIDGEEXISTING BRIDGEBAILEY BRIDGERIGHT OFF WAY LIMITEXTG. IRRIGATION CANALRIVERGULLEYCONCRETE DITCH(EXISTING)FENCEWOOD BARBED WIREFENCEMASONRYBUILDING(CONCRETE OR MASONRY)HOUSEWOODEN HOUSECEMENTERYCHURCH CHAPELREFERENCE POINTPOLYGON POINTTOWERBENCH MARKBM-RPBENCH MARK-REFERENCE POINTDEEP WELLVERT. CURVATUREDRILL HOLEORBORE HOLEGUARD RAILPOINTOF INTERSECTIONDISCHARGE DITCHMANHOLETELEGRAPH POSTOVER HEADTRANSMISSION LINEWADIUNDER DRAINPIPE CULVERTPIPE CULVERTBOXCULVERT(EXISTING)ROAD APPROACHESANGLE OF SKEWRETAINING WALLEMBANKMENT& SLOPE PROTECTIONRIP-RAP EXISTINGSLOPE PROTECTIONWIRE MESH GABIONPAVED WATERWAYDITCHESRICE FIELDCULTIVATED LANDCOCONUT LANDPAPAYA LANDSWAMPORMARSH LAND(WOODEN & MASONRY)(BCC OR ECC)DHBH(PROFILE)GSDCMHELECTRIC POSTUDINLETOUTLETUDUDTYPE(EXISTING)

4 BOXCULVERTPIPE CULVERTINLETOUTLETACTYPEPIPE CULVERTINLETOUTLETDATYPETYPEAPRPIPE CULVERTINLETOUTLETCGTYPERETAINING WALL(EXISTING)RETAININGANDTOE WALLRCGPCLTYPEMPWTYPECOMMONCOMMON INTERCEPTCONCRETEASHCBCHD(PLAN)(PROFILE) OO(PROFILE)(PROFILE)(PROFILE)(PROFILE)PI -I2 RIGHTLEFTBOTHLEGEND2013 AADT DATA:1. DIMENSIONS:A. DIMENSIONS ARE IN MILLIMETERS/METERS UNLESS OTHERWISE STATIONS ARE GIVEN IN KILOMETERS AND METERSC. RADII TRANSITION CURVES, AND ELEVATIONS ARE GIVEN IN STATIONING:A. ROAD STATIONS AND ELEMENTS ARE RELATIVE TO THE CENTERLINE OF THE ROAD UNLESS STATIONS ARE LOCATED AT AA.

5 EVERY 20 METERSB. EVERY BRIDGE ABUTMENT ANDC. EVERY POINT OF HORIZONTAL GEOMETRY3. ELEVATIONS AND GRADES:A. ELEVATIONS GIVEN IN THE COLUMN "FINISHED GRADE" REFER TO THE FINISHED GRADE LEVEL AS SHOWN IN ROAD THE ELEVATIONS GIVEN IN THE COLUMN "ORIGINAL GROUND" REFER TO THE EXISTING GROUND PROFILEAT THE ROAD GEOMETRIC ROAD SIGNS:A. THE MATERIALS, DIMENSIONS, SHAPES, COLORS, SIZE OF NUMERALS, LETTERS AND INSTALLATION SHALLBE IN ACCORDANCE WITH THE PHILIPPINE ROAD SIGN MANUAL, PAVEMENT MARKINGS:A. THE DIMENSIONS, SHAPES, COLORS, SIZE OF NUMERALS, LETTERS AND INSTALLATION SHALL BE INACCORDANCE WITH THE SPECIFICATIONS OF DPWH MANUAL ON PAVEMENT MARKINGS, SPECIFICATIONS:DPWH SPECIFICATION FOR HIGHWAYS , BRIDGES AND AIRPORTS, VOL.

6 IISPECIAL PROVISIONSSUPPLEMENTAL SPECIFICATIONS7. ALIGNMENT AND GRADES AREA SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD DISTANCES AND ELEVATIONS ARE IN METERS UNLESS INDICATED GRADES SHOWN ARE TOP OF FINISHED PORTLAND CEMENT CONCRETE PAVEMENT10. ALL WORKS SHALL COMPLY WITH THE "DPWH DESIGN GUIDELINES CRITERIA AND STANDARDS" VOLUME II -2013 EDITION, "GENERAL SPECIFICATIONS FOR ROADS AND BRIDGES" '1976 AND "AASHTO INTERIM GUIDEFOR DESIGN OF PAVEMENT STRUCTURES" ' BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS-STAKED PLAN SHOULD BE SUBMITTED TO THEREGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUSTWHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PRIOR TO CONSTRUCTION.

7 THE ADEQUACY/APPROPRIATENESS OF THE THICKNESS OF PAVEMENT STRUCTURESHALL BE VALIDATED BY UNDERTAKING PAVEMENT DESIGN ANALYSIS TAKING INTO CONSIDERATION THEACTUAL CBR & TRAFFIC (ESAL) ALONG THE ROAD THESE PLAN ARE INTENDED FOR BIDDING AND CONTRACTION PURPOSES AND THE REQUIRED SURVEY DATAAND TECHNICAL INFORMATION IN ACCORDANCE WITH DPWH GUIDELINES WILL BE DETERMINED/VERIFIEDDURING PRE-CONSTRUCTION THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS OF AND PROVIDE ACCESSIBILITY FACILITIES FORPERSONS WITH DISABILITY IN ACCORDANCE WITH 37, SERIES OF HOLECONC. GRADE GROUND ELEVATION / TOP OF EXISTING OF VERTICAL CURVEM / ORDINATEmmMILLIMETERPCCPPORTLAND CEMENT CONCRETE PAVEMENTPIVCPOINT OF INTERSECTION OF VERTICAL CURVERCBCREINFORCED CONCRETE BOX CULVERTRCPCREINFORCED CONCRETE PIPE CULVERTRSBREINFORCING STEEL BARgGRADE / SLOPEeSUPER PCCPAREA OF PORTLAND CEMENT CONCRETE PAVEMENTA CUTAREA CUTA FILL AREA FILLPORTLAND CEMENT CONCRETEPAVEMENTSECTION IN EARTHSECTION IN STONE MASONRYSECTION IN GRANULAR BEDDINGLIMITS OF DIMENSIONCENTERLINEDIAMETERPERCENTANDAT %&@C LTRAFFIC STATION :ROAD SECTION ID.

8 MOTOR-TRICYCLE=PASSENGER CAR=PASSENGER UTILITY=GOODS UTILITY=SMALL BUS=LARGE BUS=RIGID TRUCKS 2 AXLES=RIGID TRUCKS 3 AXLES=TRUCK SEMI-TRAILER =3&4 AXLESTRUCK SEMI-TRAILER =5 AXLESTRUCK TRAILER =4 AXLESTRUCK TRAILER =5 AXLESDESIGN LIFE =20 YEARSASSUMED TRAFFIC GROTH, TGR = = = STANDARD DEVIATION, S0 = =x 106 (18 KIP ESAL)pt = SERVICEABILITY INDEX, PSI = 'c =751 psiCd = = = x 106 PSIk = pciDESIGN CBR =DESIGN CESAL =GENERAL NOTESHYDRAULIC DATA :DESIGN DISCHARGE, QDESIGN = m3/s DESIGN VELOCITY, vDESIGN = m/sPROJECT ROADLC OF PROJECT ROADSECTION IN EARTHLIMITS OF DIMENSIONCENTERLINEDIAMETERPERCENTANDAT %&@CLFILTER CLOTH OR POLYPROPYLENE--- 100% HEAT & COMPRISE OF CONTINUOUS OPENING ZONE--- 110 MICRONS (max) UNDER PRESSURE 200 (min)

9 200 TENSILE STRENGTH--- 13 PUNCTURE STRENGTHSTRUCTURAL ITEM SHALL CONSIST OF FURNISHING, BENDING, PLACING & FINISHING CONCRETE IN ALL STRUCTURE EXCEPTPAVEMENTS IN ACCORDANCE WITH THIS SPECIFICATIONS AND CONFORMING TO THE LINES, GRADES & DIMENSIONS SHOWNON THE PLANS. CONCRETE SHALL CONSIST OF MIXTURE OF PORTLAND CEMENT, FINE AGGREGATES COURSE AGGREGATEADMIXTURE WHEN SPECIFIED, AND WATER MIXED IN THE PROPORTIONS SPECIFIED OR APPROVED BY THE A - ALL SUPERSTRUCTURE AND HEAVILY REINFORCED SUBSTRUCTURE. THE IMPORTANT PARTS OF THE STRUCTUREINCLUDED ARE SLABS, BEAMS, GIRDERS, ARCH RIBS, BOX CULVERT,REINFORCED ABUTMENTS, RETAINING WALLS ANDREINFORCED STEEL, GRADE 40.

10 ITEM SHALL CONSIST OF FURNISHING, BENDING, FABRICATING AND OF PLACING OF STEEL REINFORCEMENT OF THETYPE, SIZE & GRADE REQUIRED IN ACCORDANCE WITH THIS SPECIFICATION AND CONFORMITY WITH THE REQUIREMENTSSHOWN IN THE PLANS OR AS DIRECTED BY THE STEEL SHALL MEET THE REQUIREMENT OF ITEM STEEL & WIRE WORKS SHALL COMPLY WITH THE "DPWH DESIGN GUIDELINES CRITERIA AND STANDARDS" - VOLUME II - 2013 EDITION, "GENERALSPECIFICATIONS FOR ROADS AND BRIDGES," 1976 AND "AASHTO INTERIM GUIDE FOR DESIGN OF PAVEMENT STRUCTURES", AND GRADES ARE SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD ELEVATIONS, DIMENSIONS AND DISTANCES ARE ALL IN METERS UNLESS OTHERWISE DATUM PLANE = MEAN SEA CONCRETE MIXTURES SHALL BE CLASS "A" MPa (3,000 PSI) FOR THE PILE CAP AND THE REINFORCED SECTION OFTHE REVETMENT, EXCEPT FOR THE RUBBLE CONCRETE WHICH SHALL BE CLASS "B", MPa ( 2,500 PSI).