Ilocos Norte SAN NICOLAS, ILOCOS NORTE STATION LIMITS: NET LENGTH : 0.200 Km

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE I SAN FERNANDO CITY, LA UNION

C.Y. 2021 PROJECT DETAILED ENGINEERING PLAN FOR Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SAN NICOLAS, ILOCOS NORTE STATION LIMITS: NET LENGTH : 0.200 km

SUBMITTED: RECOMMENDED: APPROVED:

ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR DATE : DATE : DATE :

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

BALAOI

PASALENG BAY BURAYOC TO CAGAYAN PASALENG PAGUDPUD BINDAY

BURAAN BADUANG BANGUI MASINI BURGOS DUMALNEG

DAVILA ADAMS DIVI DARISDIS AGAGA TUNGEL DILAVO PAREDES BATO MT. PAO AIR STATION

KAPAKAK

DACLABANO SALAMAGUE 1 CABUGAO SALAMAGUE

LAPOG BAY SAN JUAN ILOCOS SUR 1st PINGET ISLAND MAGSINGAL CASILI PATONG STO. DOMINGO SAN ILDEFONSO SAN VICENTE BANTAY SANTA CATALINA VIGAN CITY CAOAYAN TO ABRA SANTA

SULVEC PT. NAGBUKEL

NARVACAN

STA. MARIA

SAN ESTEBAN BURGOS SANTIAGO C.Y. 2021 PROJECT BAYANGGUI

DAN-AR LIDLIDDA BANAYOYO CANDON CITY SAN EMILIO DETAILED ENGINEERING PLAN FOR GALIMUYOD SALCEDO QUIRINO STA. LUCIA G. DEL PILAR QUINIBU STA. CRUZ Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte DILI SIGAY End of project ILOCOS SUR 2nd CERVANTES KIMPUSA SUYO DARDARAT BUTAC SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO ALILEM BANGAR TO BENGUET SUDIPEN RIMOS LUNA CASTRO SUGPON STATION LIMITS: BALAOAN

SANTOL Start of project LA UNION 1st NET LENGTH : 0.200 km BACNOTAN SAN GABRIEL SAN JUAN STO. ROSARIO SAN FERNANDO PORT LUBING NAGYUBUYUBAN PORO POINT SAN FERNANDO CITY BAGULIN

NAGUILIAN BURGOS BAUANG BAGUIO-NAGUILIAN LA UNION 2nd CABA

Santiago Island ARINGAY SAN ANTONIO BOLINAO TUBAO PUGO MARCOS HIGHWAY AGOO ANDA STO. TOMAS

DAMORTIS ROSARIO TO BAGUIO TO BAGUIO Hundred Islands ARTACHO BANI RABON ESPERANZA MABILAO SISON BOLASI LABAYUG ALAMINOS CITY NUEVA VISCAYA AGNO SAN FABIAN POZZOROBIO 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 BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB PANGASINAN 3rd PANGASINAN 1st SAN CARLOS CITY UMINGAN MALASIQUI VILLASIS BALUNGAO AGUILAR STO TOMAS NUEVA ECIJA BASISTA ROSALES

INFANTA URBIZTONDO ALCALA PANGASINAN 2nd BAYAMBANG BAUTISTA TO TARLAC TO ZAMBALES MANGATAREM

TO TARLAC SUBMITTED: RECOMMENDED: APPROVED: 2 VICINITY MAP SCALE : NTS 1 LOCATION MAP SCALE : NTS ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR DATE : DATE : DATE :

SURVEYED: AUGUST RAY AN G. LAZAGA ENGINEER II (GEODETIC)

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

BALAOI

PASALENG BAY BURAYOC TO CAGAYAN PASALENG PAGUDPUD BINDAY

BURAAN BADUANG BANGUI MASINI BURGOS DUMALNEG

DAVILA ADAMS DIVI DARISDIS AGAGA TUNGEL DILAVO PAREDES BATO MT. PAO AIR STATION

THIS SITE LIPAY SUGPON, ILOCOS SUR KARUSQUIS PASUQUIN ILOCOS NORTE 1st REPUBLIC OF THE PHILIPPINES ALSEM AMIN BACARRA MT. AGANMATA NABUTAS VINTAR DAM MT. MASADSADAC VINTAR LAOAG CITY LA PAZ CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS LUMBAO PAOAY SOLSONA 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL CURRIMAO MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING QUIOM SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE ILOCOS NORTE 2nd SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES PORT CURRIMAO QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. SAN FERNANDO CITY, LA UNION PINILI BALLAAG BINGAO SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE BADOC ISLAND REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING BADOC MADUPAYOS SULAT POINT NAGREBSAN NUEVA ERA ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE DACLABANO SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES SALAMAGUE 1 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PINGET ISLAND MAGSINGAL DURING THE REMOVAL AND HANDLING. CASILI PATONG 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. STO. DOMINGO SAN ILDEFONSO SAN VICENTE BANTAY SANTA CATALINA VIGAN CITY CAOAYAN TO ABRA III. STATIONINGS SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE CENTERLINE OF THE ROAD. IX.1) CONCRETE NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. SANTIAGO C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. DETAILED ENGINEERING PLAN FOR GALIMUYOD 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK SALCEDO QUIRINO IX.2) REINFORCING STEEL STA. LUCIA IRON FREE FROM RUST AND LINKS. G. DEL PILAR QUINIBU 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED STA. CRUZ a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE DARDARAT BUTAC SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. ALILEM 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR TO BENGUET INTERVALS ALONG THE PROJECT. SUDIPEN EDGE. RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE Start of project LA UNION 1st VI. HORIZONTAL ALIGNMENT THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF SAN FERNANDO PORT LUBING NAGYUBUYUBAN PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE SAN FERNANDO CITY BAGULIN MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT

NAGUILIAN THE ACTUAL FIELD CONDITION. BURGOS A) HOOKS AND BENDS BAUANG XII. CROSS SLOPE BAGUIO-NAGUILIAN LA UNION 2nd HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. Santiago Island ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. TUBAO BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND MARCOS HIGHWAY 10 125 150 100 100 125 TRAVELLED WAY. AGOO HIGHWAYS, 2013. 12 150 200 113 113 163 ANDA 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE STO. TOMAS 16 175 250 150 138 200 POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A Hundred Islands ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI RABON ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC MABILAO SISON BOLASI BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL END HOOK SAN ROQUE SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A SAN MANUEL MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. LINGAYEN MANAOAG SCHEDULE. MAPANDAN LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db PANGASINAN 3rd db PANGASINAN 1st SAN CARLOS CITY UMINGAN MALASIQUI VILLASIS BALUNGAO STIRRUP & TIE HOOK STIRRUP TIE XIII. B.P. 344 ACCESSIBILITY LAW AGUILAR STO TOMAS BASISTA NUEVA ECIJA ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 URBIZTONDO THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY INFANTA ALCALA Do = 8.7 db for db > 30 D = 6 db for db > 30 PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. TO TARLAC TO ZAMBALES MANGATAREM

TO TARLAC NOTE: 2 BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE SUBMITTED: RECOMMENDED: APPROVED: VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 LOCATION MAP SCALE : NTS ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR DATE : DATE : DATE :

SURVEYED: AUGUST RAY AN G. LAZAGA ENGINEER II (GEODETIC)

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II LOCATION MAP GENERAL NOTES ON REGIONAL OFFICE I REGIONAL OFFICE I VICINITY MAP DESIGNED: JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III HIGHWAY CONSTRUCTION DESIGNED: JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SUMMARY OF QUANTITIES CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 51 DATE: 51 INDEX OF DRAWINGS MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

BALAOI SLOPE PROTECTION(STONE MASONRY) PASALENG BAY BURAYOC TO CAGAYAN PASALENG PAGUDPUD BINDAY

BURAAN BADUANG BANGUI P L A N T I N G S T R I P MASINI BURGOS DUMALNEG

DAVILA ADAMS DIVI DARISDIS AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K DILAVO PAREDES BATO MT. PAO AIR STATION 1.00 THIS SITE LIPAY B I K E L A N E SUGPON, ILOCOS SUR KARUSQUIS PASUQUIN ILOCOS NORTE 1st REPUBLIC OF THE PHILIPPINES ALSEM AMIN WHITE BIKE LANE MARKING 6.00 3.00 BACARRA MT. AGANMATA 1.00 NABUTAS VINTAR DAM MT. MASADSADAC VINTAR LAOAG CITY LA PAZ CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING LUMBAO PAOAY SOLSONA 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL CURRIMAO MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING QUIOM SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE ILOCOS NORTE 2nd SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES PORT CURRIMAO QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG BINGAO SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE BADOC ISLAND REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING BADOC MADUPAYOS ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING SULAT POINT NAGREBSAN NUEVA ERA * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE DACLABANO SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES SALAMAGUE 1 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING CASILI PATONG 6.00 3.00 STO. DOMINGO SAN ILDEFONSO SAN VICENTE BANTAY B I K E L A N E 1.00 SANTA CATALINA VIGAN CITY CAOAYAN TO ABRA III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. SANTIAGO C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. DETAILED ENGINEERING PLAN FOR GALIMUYOD 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK SALCEDO QUIRINO IX.2) REINFORCING STEEL STA. LUCIA IRON FREE FROM RUST AND LINKS. TYPICAL PLAN ON 20.00M ROW G. DEL PILAR QUINIBU 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED STA. CRUZ a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE DARDARAT BUTAC SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. ALILEM 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR TO BENGUET INTERVALS ALONG THE PROJECT. SUDIPEN EDGE. RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE Start of project LA UNION 1st VI. HORIZONTAL ALIGNMENT THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF SAN FERNANDO PORT LUBING NAGYUBUYUBAN 10.00 10.00 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE SAN FERNANDO CITY BAGULIN MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 0.15 0.15 NAGUILIAN THE ACTUAL FIELD CONDITION. A) HOOKS AND BENDS BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 BAUANG XII. CROSS SLOPE BAGUIO-NAGUILIAN LA UNION 2nd HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE INNER LANE 0.60 INNER LANE SHARED LANE CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. Santiago Island ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 TUBAO SIDEWALK BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND 10 100 100 BIKE MARCOS HIGHWAY 125 150 125 TRAVELLED WAY. *,3,3(5$,/,1* BIKE SIDEWALK C U T AGOO HIGHWAYS, 2013. 12 150 200 113 113 163 ANDA 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE STO. TOMAS 16 175 250 150 138 200 POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A Hundred Islands ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI RABON ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING BOLASI PLANTING LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A SAN MANUEL MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% LINGAYEN MANAOAG SCHEDULE. MAPANDAN LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db PANGASINAN 3rd db CURB PANGASINAN 1st SAN CARLOS CITY UMINGAN MALASIQUI VILLASIS BALUNGAO STIRRUP & TIE HOOK STIRRUP TIE XIII. B.P. 344 ACCESSIBILITY LAW AGUILAR STO TOMAS BASISTA NUEVA ECIJA ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 URBIZTONDO THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY F I L L INFANTA ALCALA Do = 8.7 db for db > 30 D = 6 db for db > 30 PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. TO TARLAC TO ZAMBALES MANGATAREM

TO TARLAC NOTE: LATERAL DRAINAGE LATERAL DRAINAGE 2 BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE SUBMITTED: RECOMMENDED: APPROVED: VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 SLOPE PROTECTION LOCATION MAP (STONE MASONRY) SCALE : NTS ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR DATE : DATE : DATE : TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW SURVEYED: AUGUST RAY AN G. LAZAGA ENGINEER II (GEODETIC)

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

BALAOI SLOPE PROTECTION(STONE MASONRY) PASALENG BAY BURAYOC TO CAGAYAN PASALENG PAGUDPUD BINDAY

BURAAN BADUANG BANGUI P L A N T I N G S T R I P MASINI BURGOS DUMALNEG

DAVILA ADAMS DIVI DARISDIS AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K DILAVO PAREDES BATO MT. PAO AIR STATION 1.00 THIS SITE LIPAY B I K E L A N E SUGPON, ILOCOS SUR KARUSQUIS PASUQUIN ILOCOS NORTE 1st REPUBLIC OF THE PHILIPPINES ALSEM AMIN WHITE BIKE LANE MARKING 6.00 3.00 BACARRA MT. AGANMATA 1.00 NABUTAS VINTAR DAM MT. MASADSADAC VINTAR LAOAG CITY LA PAZ CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU 10.00 10.00 SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING LUMBAO PAOAY SOLSONA 0.15 0.15 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING 0.15 3.35 3.35 3.35 3.35 0.15 PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL CURRIMAO MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING QUIOM ILOCOS NORTE 2nd SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE SHARED LANE 0.60 INNER LANE SHARED LANE PORT CURRIMAO SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF INNER LANE 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG BINGAO SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS 1.30 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE BADOC ISLAND MADUPAYOS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING 1.30 BADOC ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING SULAT POINT NAGREBSAN NUEVA ERA 1.30 1.30 * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SIDEWALK SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BIKE CENTER ISLAND BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING *,3,3(5$,/,1* BIKE SIDEWALK KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE LANE DACLABANO SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES LANE SALAMAGUE 1 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. 0.50 0.90 0.90 0.50 LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PLANTING PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING PLANTING CASILI PATONG 6.00 3.00 STRIP STO. DOMINGO STRIP SAN ILDEFONSO SAN VICENTE BANTAY B I K E L A N E 1.00 DETAIL 1a SANTA CATALINA DETAIL 1a VIGAN CITY 1.5% 1.5% 1.5% 1.5% CAOAYAN TO ABRA III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P DETAIL 1b NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT DETAIL 1b b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF F I L L SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. SANTIAGO C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. DETAILED ENGINEERING PLAN FOR GALIMUYOD LATERAL DRAINAGE 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK SALCEDO QUIRINO IX.2) REINFORCING STEEL STA. LUCIA IRON FREE FROM RUST AND LINKS. G. DEL PILAR TYPICAL PLAN ON 20.00M ROW MANHOLE SPACED @ 20.0 M. QUINIBU 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED LATERAL DRAINAGE STA. CRUZ a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL SLOPE PROTECTION REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH MANHOLE SPACED @ 20.0 M. End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 (STONE MASONRY) CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE DARDARAT BUTAC SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. ALILEM 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR TO BENGUET INTERVALS ALONG THE PROJECT. SUDIPEN EDGE. RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE Start of project LA UNION 1st VI. HORIZONTAL ALIGNMENT THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF SAN FERNANDO PORT LUBING NAGYUBUYUBAN 10.00 10.00 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE SAN FERNANDO CITY BAGULIN MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 0.15 0.15 NAGUILIAN THE ACTUAL FIELD CONDITION. A) HOOKS AND BENDS BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 BAUANG XII. CROSS SLOPE BAGUIO-NAGUILIAN HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE 0.60 INNER LANE SHARED LANE LA UNION 2nd INNER LANE CONSTRUCTION JOINT CONSTRUCTION JOINT CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. 16mm TIE BARS SPACED @ 750mm O.C. C ROADWAY 16mm TIE BARS SPACED @ 750mm O.C. Santiago Island L ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT TUBAO SIDEWALK ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.60 0.60 BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND BIKE (UNREINFORCED), 280mm THICK (UNREINFORCED), 280mm THICK MARCOS HIGHWAY 10 125 150 100 100 125 TRAVELLED WAY. BIKE SIDEWALK C U T AGOO HIGHWAYS, 2013. *,3,3(5$,/,1* 12 150 200 113 113 163 ITEM 200(1) - AGGREGATE SUBBASE COURSE ITEM 200(1) - AGGREGATE SUBBASE COURSE ANDA 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE STO. TOMAS 16 175 250 150 138 200 POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A Hundred Islands ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI RABON ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING BOLASI PLANTING LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A SAN MANUEL MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% LINGAYEN MANAOAG SCHEDULE. MAPANDAN LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db PANGASINAN 3rd db CURB PANGASINAN 1st SAN CARLOS CITY UMINGAN MALASIQUI VILLASIS BALUNGAO STIRRUP & TIE HOOK STIRRUP TIE XIII. B.P. 344 ACCESSIBILITY LAW AGUILAR STO TOMAS BASISTA NUEVA ECIJA ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 URBIZTONDO THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY F I L L INFANTA ALCALA Do = 8.7 db for db > 30 D = 6 db for db > 30 PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. TO TARLAC TO ZAMBALES MANGATAREM 1a 1b TO TARLAC CARRIAGEWAY CARRIAGEWAY AND GUTTER NOTE: LATERAL DRAINAGE LATERAL DRAINAGE SCALE : 1 : 20 M SCALE : 1 : 20 M 2 BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE SUBMITTED: RECOMMENDED: APPROVED: VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 SLOPE PROTECTION LOCATION MAP (STONE MASONRY) SCALE : NTS ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III 1 CONSTRUCTION JOINT DETAILS CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR SCALE : AS SHOWN DATE : DATE : DATE : TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW SURVEYED: AUGUST RAY AN G. LAZAGA ENGINEER II (GEODETIC)

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

BALAOI SLOPE PROTECTION(STONE MASONRY) PAY LENGTH TOP OF PIPE TO BE PASALENG BAY BURAYOC TO CAGAYAN MARKED "TOP" PASALENG PAGUDPUD BINDAY

BURAAN BADUANG BANGUI P L A N T I N G S T R I P MASINI BURGOS DUMALNEG B ADAMS DAVILA ONE LINE OF CIRCULAR DIVI DARISDIS AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K REINFORCEMENT DILAVO 3mm 3mm PAREDES BATO P MT. PAO 32mm AIR STATION P 1.00 32 mm THIS SITE LIPAY B I K E L A N E SUGPON, ILOCOS SUR KARUSQUIS PASUQUIN ILOCOS NORTE 1st REPUBLIC OF THE PHILIPPINES ALSEM AMIN WHITE BIKE LANE MARKING 6.00 3.00 BACARRA MT. AGANMATA 1.00 NABUTAS VINTAR DAM MT. MASADSADAC VINTAR LAOAG CITY LA PAZ CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU 10.00 10.00 SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING LUMBAO PAOAY SOLSONA 0.15 0.15 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING 0.15 3.35 3.35 3.35 3.35 0.15 PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL CURRIMAO MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING QUIOM ILOCOS NORTE 2nd SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE SHARED LANE 0.60 INNER LANE SHARED LANE PORT CURRIMAO SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF INNER LANE 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG BINGAO SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS 1.30 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE BADOC ISLAND MADUPAYOS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING 1.30 BADOC ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING SULAT POINT NAGREBSAN NUEVA ERA 1.30 1.30 * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SIDEWALK SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BIKE CENTER ISLAND BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING *,3,3(5$,/,1* BIKE SIDEWALK KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE LANE DACLABANO SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES LANE SALAMAGUE 1 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A 32 mm SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. 0.50 0.90 0.90 0.50 LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PLANTING ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING PLANTING 3mm 3mm CASILI PATONG 6.00 3.00 STRIP REINFORCEMENT REINFORCEMENT REINFORCEMENT STO. DOMINGO STRIP TONGUE END GROOVE END SAN ILDEFONSO P C TWO LINES OF CIRCULAR SAN VICENTE BANTAY B I K E L A N E 1.00 DETAIL 1a SANTA CATALINA DETAIL 1a 1.5% REINFORCEMENT VIGAN CITY 1.5% 1.5% 1.5% D DETAIL OF R.C.P. ENDS CAOAYAN B SECTION C SECTION TO ABRA III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) 5 SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P DETAIL 1b A LONGITUDINAL SECTION 1 NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT DETAIL 1b b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF F I L L SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. SANTIAGO C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. DETAILED ENGINEERING PLAN FOR GALIMUYOD LATERAL DRAINAGE 2 2 2 2 STRENGTH TEST REQUIREMENTS 2 2 STRENGTH TEST REQUIREMENTS 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK CONCRETE 247 kg/cm (3,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) SALCEDO QUIRINO IX.2) REINFORCING STEEL STA. LUCIA IRON FREE FROM RUST AND LINKS. kg/m OF PIPE kg/m OF PIPE G. DEL PILAR TYPICAL PLAN ON 20.00M ROW MANHOLE SPACED @ 20.0 M. QUINIBU 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED LATERAL DRAINAGE STA. CRUZ a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER SIZE OF WALL WALL WALL DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL SLOPE PROTECTION PIPE THICK- THICK- THICK- 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH MANHOLE SPACED @ 20.0 M. NESS (mm) (mm) (mm) cm2 /m OF PIPE NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND (in) (mm) (mm) (mm) (mm) End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 (STONE MASONRY) CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE CIRCULAR ELLIPTICAL CIRCULAR ELLIPTICAL 0.00025mCRACK ULTIMATE CIRCULAR ELLIPTICAL 0.00025mCRACK LOAD DARDARAT BUTAC I.D. I.D. W A B C E P W A B C E P W A B C E P SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT LOAD LOAD REINFORCEMENT REINFORCEMENT LOAD ULTIMATE ALILEM TO BENGUET INTERVALS ALONG THE PROJECT. 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR - - - - - SUDIPEN EDGE. 12 300 57 344 363 351 370 44 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW 15 57 344 351 370 44 51 495 514 502 521 44 3.914 - - - - - USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD 380 363 1 LINE 1.90 1 LINE 2.33 6.060 GRAVEL BEDDING SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE Start of project LA UNION 1st VI. HORIZONTAL ALIGNMENT THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL 18 460 64 508 527 514 534 44 1 LINE 2.54 1 LINE 2.12 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 - - - - - E DETAIL OF R.C.P. JOINT NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF 24 610 76 673 692 680 699 44 1 LINE 3.60 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 76 673 692 680 699 44 1 LINE 5.50 1 LINE 4.23 5.964 8.945 SAN FERNANDO PORT c c LUBING NAGYUBUYUBAN 10.00 10.00 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE BAGULIN JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE t t SAN FERNANDO CITY MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. 30 760 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 11.182 ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 0.15 0.15 I.D. THE ACTUAL FIELD CONDITION. NAGUILIAN A) HOOKS AND BENDS 2 LINES EACH 2 LINES EACH 2 LINES EACH BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 36 910 102 1003 1022 1010 1029 64 1 LINE 3.81 86 988 1007 994 1013 64 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 1 LINE 5.92 8.945 13.418 BAUANG XII. CROSS SLOPE 3.81 4.66 5.92 BAGUIO-NAGUILIAN t HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE 0.60 INNER LANE SHARED LANE LA UNION 2nd INNER LANE CONSTRUCTION JOINT CONSTRUCTION JOINT 2 LINES EACH 2 LINES EACH 2 LINES EACH c CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 42 1070 114 1168 1187 1175 1194 64 1 LINE 4.44 95 1150 1165 1156 1175 64 5.29 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 64 1 LINE 6.98 10.436 15.655 I.D. MACHINE HAND VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. 16mm TIE BARS SPACED @ 750mm O.C. C ROADWAY 16mm TIE BARS SPACED @ 750mm O.C. 4.44 6.98 MADE MADE Santiago Island L ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 2 LINES EACH 2 LINES EACH 2 LINES EACH TUBAO SIDEWALK ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.60 0.60 48 1220 127 1334 1353 1340 1359 64 1 LINE 5.29 1315 1334 1321 1340 64 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 1 LINE 8.04 11.927 17.891 610 64 90 130 BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND 5.29 108 6.56 8.04 PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND BIKE (UNREINFORCED), 280mm THICK (UNREINFORCED), 280mm THICK MARCOS HIGHWAY 10 125 150 100 100 125 TRAVELLED WAY. BIKE SIDEWALK C U T AGOO HIGHWAYS, 2013. *,3,3(5$,/,1* 12 150 200 113 113 163 ITEM 200(1) - AGGREGATE SUBBASE COURSE ITEM 200(1) - AGGREGATE SUBBASE COURSE 1520 152 2 LINES EACH 127 2 LINES EACH 14.909 152 2 LINES EACH 760 76 102 130 ANDA 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE 60 1664 1683 1670 1690 64 1 LINE 6.98 1639 1658 1645 1664 64 8.68 1 LINE 8.68 8.945 1664 1683 1670 1690 64 1 LINE 10.58 13.418 22.364 STO. TOMAS 16 175 250 150 138 200 6.98 10.58 POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 910 86 114 150 TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. NOTE : THIS DRAWING WAS COPIED FROM THE Hundred Islands RABON ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC PREVIOUSLY APPROVED CARMONA - MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING BOLASI PLANTING TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. - 150 LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF TERNATE - NASUGBU - LOOC PROJECT. 1220 110 ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A 1520 127 - 150 SAN MANUEL MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% LINGAYEN MANAOAG SCHEDULE. MAPANDAN LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db PANGASINAN 3rd db CURB PANGASINAN 1st SAN CARLOS CITY UMINGAN FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE MALASIQUI VILLASIS BALUNGAO STIRRUP & TIE HOOK STIRRUP TIE XIII. B.P. 344 ACCESSIBILITY LAW AGUILAR STO TOMAS BASISTA NUEVA ECIJA bc ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 F I L L ROLLER-COMPACTED MIN= INFANTA URBIZTONDO ALCALA THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY COMPACTED 10 Do = 8.7 db for db > 30 D = 6 db for db > 30 ROLLER-COMPACTED GRANULAR EMBANKMENT PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. df = 2bc MIN=1/4 INSIDE DIAMETER TO TARLAC γ ή͙͝ ζ͘͟͞] df = DEPTH OF FILL MATERIAL VERY MANGATAREM EMBANKMENT EARTH bc+10cm TO ZAMBALES γ ή͟͝ ι͘͟͞] bc = OUTSIDE DIAMETER OF PIPE LOOSE MIN=bc/4 EARTH ACCURATELY 1b FILL SHAPED TO FIT PIPE bc TO TARLAC 1a COMPACTED MIN= CARRIAGEWAY CARRIAGEWAY AND GUTTER GRANULAR FILL EARTH OR ROCK 10 NOTE: ROLLER-COMPACTED SCALE : 1 : 20 M SCALE : 1 : 20 M THOROUGHLY GRANULAR BACKFILL pbc BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE LATERAL DRAINAGE LATERAL DRAINAGE EMBANKMENT CONCRETE OR SETTER TAMPED EARTH 2 ROLLER-COMPACTED SUBMITTED: RECOMMENDED: APPROVED: VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST GROUND GROUND MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. EMBANKMENT SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 SLOPE PROTECTION LOCATION MAP (STONE MASONRY) STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - COMPLETE EMBANKMENT STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - FILL REMAINDER OF TRENCH EMBANKMENT TO AN ELEVATION COMPACTED EMBANKMENT AND IN USUAL MANNER. EMBANKMENT TO A TOTAL DEPTH COMPACTED EMBANKMENT AND WITH BACKFILL PLACED IN LOOSEST ROCK SCALE : NTS ABOVE TOP OF PROPOSED PIPE. INSTALL PIPE BACKFILL WITH COM- EQUAL TO TWICE THE OUTSIDE INSTALL PIPE BACKFILL WITH POSSIBLE CONDITION. 1 EARTH CUSHION ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CONSTRUCTION JOINT DETAILS PACTED GRANULAR MATERIAL. DIAMETER OF THE PIPE. COMPACTED GRANULAR MATE- MIN= bc RIALS TO TOP OF PIPE. STEP 4 - COMPLETE EMBANKMENT 10 2cm PER METER OF H CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR SCALE : AS SHOWN IN NORMAL MANNER. MIN= 3bc WHEN H<5m 10 4cm WHEN H > 5m DATE : DATE : DATE : pbc H=HEIGHT OF FILL FROM TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW MAX.p=0.7 TOP OF CULVERT SURVEYED: CALIFORNIA METHOD A CALIFORNIA METHOD B CONCRETE CRADLE BEDDING FIRST CLASS BEDDING ORDINARY BEDDINGS AUGUST RAY AN G. LAZAGA ENGINEER II (GEODETIC)

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

EXTEND 300 BALAOI SLOPE PROTECTION(STONE MASONRY) PAY LENGTH TOP OF PIPE TO BE PASALENG BAY INTO BACKWALL BURAYOC 200 TO CAGAYAN MARKED "TOP" PASALENG PAGUDPUD BINDAY 200 ͙͚]̻͛͘͘ BURAAN BADUANG BANGUI P L A N T I N G S T R I P MASINI ͚Ǧ͙͞] BURGOS DUMALNEG B ADAMS EXTEND INTO BACKWALL DAVILA ONE LINE OF CIRCULAR DIVI DARISDIS AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K REINFORCEMENT DILAVO 3mm 3mm PAREDES BATO P MT. PAO 32mm AIR STATION P ͙͚]̻͛͘͘ 1.00 32 mm ͙͚] MEASURED ALONG THIS SITE LIPAY B I K E L A N E @ 300 SUGPON, ILOCOS SUR KARUSQUIS AXIS OF WINGS PASUQUIN ILOCOS NORTE 1st ͙͚] REPUBLIC OF THE PHILIPPINES ALSEM AMIN WHITE BIKE LANE MARKING 6.00 3.00 75 @ 300 BACARRA MT. AGANMATA 1.00 G.L. G.L. NABUTAS VINTAR DAM MT. MASADSADAC VINTAR SEE DISTANCE OF BAR SECTION LAOAG CITY LA PAZ CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU 10.00 10.00 GROUND LINE SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING LUMBAO PAOAY SOLSONA 0.15 0.15 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC ELEVATION MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING 0.15 3.35 3.35 3.35 3.35 0.15 A1b PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) CURRIMAO AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING NOT TO SCALE QUIOM ILOCOS NORTE 2nd SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE SHARED LANE 0.60 INNER LANE SHARED LANE PORT CURRIMAO SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF INNER LANE 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG BINGAO SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS 1.30 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE t I.D. t BADOC ISLAND MADUPAYOS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING 1.30 200 BADOC ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING CL SULAT POINT NAGREBSAN NUEVA ERA 1.30 1.30 * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SIDEWALK SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BIKE CENTER ISLAND A3 S E C T I O N A4 S E C T I O N A5 D E T A I L BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING *,3,3(5$,/,1* BIKE SIDEWALK KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE LANE NOT TO SCALE NOT TO SCALE NOT TO SCALE DACLABANO LANE SALAMAGUE 1 SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES 2 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A 32 mm SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. 0.50 0.90 0.90 0.50 LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND 3 DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PLANTING ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL ͙͚] PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 @ 300 O.C. MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING PLANTING 3mm 3mm CASILI PATONG 6.00 3.00 STRIP REINFORCEMENT REINFORCEMENT REINFORCEMENT STO. DOMINGO STRIP TONGUE END GROOVE END SAN ILDEFONSO P C TWO LINES OF CIRCULAR SAN VICENTE BANTAY B I K E L A N E 1.00 DETAIL 1a SANTA CATALINA DETAIL 1a 1.5% REINFORCEMENT VIGAN CITY 1.5% 1.5% 1.5% D DETAIL OF R.C.P. ENDS CAOAYAN B SECTION C SECTION TO ABRA TABLE B ( ONE FLARED TYPE HEADWALL 1.5:1 ) III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) 5 SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE DIA. & THICKNES(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P DETAIL 1b A LONGITUDINAL SECTION 1 NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT DETAIL 1b b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE EST. OF QUANTITIES EST. OF QUANTITIES EST. OF QUANTITIES IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF F I L L ͙͚]̻͛͘͘ǤǤ INTERNAL MIN.THK. AREA OF AREA OF AREA OF 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB ͙͚]̻͛͘͘ǤǤ SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. W/2 E DIAMETER SHELL(t) L E F h WATERWAY W REINF. WATERWAY W REINF. WATERWAY W REINF. 3 BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. (I.D.) (mm) CONC. 2 (mm) CONC. 2 (mm) CONC. SANTIAGO m 3 STEEL m 3 STEEL m 3 STEEL C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR A1a P L A N m kg. m kg. m kg. DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS 460 50 690 380 570 0 0.17 610 0.55 12.70 0.33 1370 0.78 21.77 0.50 2100 1.05 46.55 BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE NOT TO SCALE SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. 610 60 960 530 800 0 0.29 760 0.82 15.87 0.58 1780 1.16 24.94 0.88 2770 1.55 69.19 CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. DETAILED ENGINEERING PLAN FOR GALIMUYOD LATERAL DRAINAGE 2 2 2 2 STRENGTH TEST REQUIREMENTS 2 2 STRENGTH TEST REQUIREMENTS 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK CONCRETE 247 kg/cm (3,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) 910 80 1510 840 1260 600 0.65 1070 1.55 24.94 1.30 2590 2.22 47.62 1.95 4110 3.26 140.32 SALCEDO QUIRINO IX.2) REINFORCING STEEL kg/m OF PIPE kg/m OF PIPE STA. LUCIA IRON FREE FROM RUST AND LINKS. A1 FLARED TYPE HEADWALL (SINGLE PIPE) 1070 90 1100 610 910 600 0.90 1220 1.45 61.22 1.80 3000 2.41 97.50 2.70 4820 4.16 177.11 G. DEL PILAR TYPICAL PLAN ON 20.00M ROW MANHOLE SPACED @ 20.0 M. QUINIBU a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED LATERAL DRAINAGE 1220 110 1370 760 1140 600 1.17 1370 1.88 83.45 2.34 3400 3.10 130.61 3.51 5510 5.15 218.26 STA. CRUZ SIZE OF WALL WALL WALL NOT TO SCALE DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL SLOPE PROTECTION PIPE THICK- THICK- THICK- 1520 130 1920 1070 1600 600 1.81 1680 2.86 133.79 3.63 4220 4.71 200.45 5.44 6850 7.40 305.72 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH MANHOLE SPACED @ 20.0 M. NESS (mm) (mm) (mm) cm2 /m OF PIPE NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND (in) (mm) (mm) (mm) (mm) End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 (STONE MASONRY) CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE CIRCULAR ELLIPTICAL CIRCULAR ELLIPTICAL 0.00025mCRACK ULTIMATE CIRCULAR ELLIPTICAL 0.00025mCRACK LOAD DARDARAT BUTAC I.D. I.D. W A B C E P W A B C E P W A B C E P SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT LOAD LOAD REINFORCEMENT REINFORCEMENT LOAD ULTIMATE ALILEM A3 TABLE A ( ONE STRAIGHT TYPE HEADWALL ) TO BENGUET INTERVALS ALONG THE PROJECT. 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR - - - - - SUDIPEN EDGE. 12 300 57 344 363 351 370 44 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 E-19 RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA DIA. & THICKNESS(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW 15 57 344 351 370 44 51 495 514 502 521 44 3.914 - - - - - USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD 380 363 1 LINE 1.90 1 LINE 2.33 6.060 GRAVEL BEDDING SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. INTERNAL REINF. REINF. REINF. MIN.THK. AREA OF CONCRETE W AREA OF CONCRETE W AREA OF CONCRETE THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE - - - - - DIAMETER A B H W WATERWAY 3 STEEL WATERWAY 3 STEEL WATERWAY 3 STEEL Start of project LA UNION 1st VI. HORIZONTAL ALIGNMENT 18 460 64 508 527 514 534 44 1 LINE 2.54 1 LINE 2.12 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 E DETAIL OF R.C.P. JOINT 75 SHELL(t) m (mm) m (mm) m NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. (I.D.) (mm) m 2 kg. m 2 kg. m 2 kg. SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN M.M. M.M. M.M. STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF 24 610 76 673 692 680 699 44 1 LINE 3.60 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 76 673 692 680 699 44 1 LINE 5.50 1 LINE 4.23 5.964 8.945 SAN FERNANDO PORT c c LUBING NAGYUBUYUBAN 10.00 10.00 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE 460 50 310 350 1070 0.17 0.33 3400 0.45 BAGULIN JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE t t 1800 0.46 3.20 2600 0.63 4.62 0.80 6.04 SAN FERNANDO CITY MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. 30 760 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 610 64 410 430 1320 2400 0.29 0.87 4.26 3500 0.58 1.19 6.22 4600 0.87 1.52 8.17 ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 11.182 0.15 0.15 I.D. 910 86 610 600 1820 3800 0.65 2.46 6.75 5200 1.30 3.15 9.24 6700 1.95 3.92 11.90 THE ACTUAL FIELD CONDITION. NAGUILIAN A) HOOKS AND BENDS 2 LINES EACH 2 LINES EACH 2 LINES EACH BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 36 910 102 1003 1022 1010 1029 64 1 LINE 3.81 86 988 1007 994 1013 64 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 1 LINE 5.92 8.945 13.418 1070 95 710 780 2080 4300 0.90 3.84 7.64 6050 1.80 5.09 10.74 7900 2.70 6.43 14.03 BAUANG XII. CROSS SLOPE 3.81 4.66 5.92 BAGUIO-NAGUILIAN t G.L. G.L. 1220 108 810 870 2330 4800 1.17 4.93 8.52 6900 2.34 6.69 12.25 9000 3.51 8.45 15.98 HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE 0.60 INNER LANE SHARED LANE LA UNION 2nd INNER LANE CONSTRUCTION JOINT CONSTRUCTION JOINT 2 LINES EACH 2 LINES EACH 2 LINES EACH c 1520 127 5.43 CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 42 1070 114 1168 1187 1175 1194 64 1 LINE 4.44 95 1150 1165 1156 1175 64 5.29 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 64 1 LINE 6.98 10.436 15.655 I.D. MACHINE HAND 1010 980 2830 6000 1.81 8.80 10.66 8600 3.63 11.93 15.27 11200 15.05 19.89 VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. 16mm TIE BARS SPACED @ 750mm O.C. C ROADWAY 16mm TIE BARS SPACED @ 750mm O.C. 4.44 6.98 MADE MADE Santiago Island L ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 2 LINES EACH 2 LINES EACH 2 LINES EACH TUBAO SIDEWALK ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.60 0.60 48 1220 127 1334 1353 1340 1359 64 1 LINE 5.29 1315 1334 1321 1340 64 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 1 LINE 8.04 11.927 17.891 610 64 90 130 BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND 5.29 108 6.56 8.04 PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND (UNREINFORCED), 280mm THICK (UNREINFORCED), 280mm THICK MARCOS HIGHWAY 10 125 150 100 100 125 BIKE BIKE SIDEWALK C U T AGOO TRAVELLED WAY. *,3,3(5$,/,1* ͚Ǧ͙͚] HIGHWAYS, 2013. 12 150 200 113 113 163 ITEM 200(1) - AGGREGATE SUBBASE COURSE 2 LINES EACH 2 LINES EACH 2 LINES EACH 760 76 102 130 W 200 W ANDA ITEM 200(1) - AGGREGATE SUBBASE COURSE 1520 152 1683 1690 1 LINE 6.98 127 1639 1658 1645 8.945 14.909 152 1683 1690 1 LINE 10.58 13.418 22.364 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE 60 1664 1670 64 1664 64 8.68 1 LINE 8.68 1664 1670 64 10.58 STO. TOMAS 16 175 250 150 138 200 6.98 ELEVATION POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. A2b ͙͚] ͙͚] DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 910 86 114 150 TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. NOTE : THIS DRAWING WAS COPIED FROM THE NOT TO SCALE Hundred Islands RABON ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC PREVIOUSLY APPROVED CARMONA - MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING BOLASI PLANTING TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. - 150 LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF TERNATE - NASUGBU - LOOC PROJECT. 1220 110 ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL t I.D. t t I.D. t SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A 1520 127 - 150 SAN MANUEL MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID C C BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% L L LINGAYEN MANAOAG SCHEDULE. MAPANDAN LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. t t BINMALEY CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db PANGASINAN 3rd db CURB PANGASINAN 1st SAN CARLOS CITY UMINGAN FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE MALASIQUI VILLASIS BALUNGAO STIRRUP & TIE HOOK STIRRUP TIE XIII. B.P. 344 ACCESSIBILITY LAW AGUILAR STO TOMAS BASISTA NUEVA ECIJA bc ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 ROLLER-COMPACTED MIN= URBIZTONDO F I L L 10 INFANTA ALCALA THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY COMPACTED SOLID PLAIN Do = 8.7 db for db > 30 D = 6 db for db > 30 ROLLER-COMPACTED GRANULAR EMBANKMENT PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. df = 2bc MIN=1/4 INSIDE DIAMETER 1-2/3 I.D. TO TARLAC γ ή͙͝ ζ͘͟͞] df = DEPTH OF FILL MATERIAL VERY CONCRETE MANGATAREM EMBANKMENT EARTH bc+10cm TO ZAMBALES γ ή͟͝ ι͘͟͞] bc = OUTSIDE DIAMETER OF PIPE LOOSE MIN=bc/4 EARTH ACCURATELY 1a 1b FILL SHAPED TO FIT PIPE bc TO TARLAC COMPACTED MIN= B CARRIAGEWAY CARRIAGEWAY AND GUTTER GRANULAR FILL EARTH OR ROCK 10 1-2/3 I.D. NOTE: ROLLER-COMPACTED SCALE : 1 : 20 M SCALE : 1 : 20 M THOROUGHLY GRANULAR BACKFILL pbc BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE LATERAL DRAINAGE LATERAL DRAINAGE EMBANKMENT CONCRETE OR SETTER TAMPED EARTH 2 ROLLER-COMPACTED SUBMITTED: RECOMMENDED: APPROVED: VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST GROUND GROUND W E A7a SINGLE PIPE A7b S E C T I O N A7c DOUBLE PIPE MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. EMBANKMENT SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR NOT TO SCALE NOT TO SCALE NOT TO SCALE IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 SLOPE PROTECTION LOCATION MAP (STONE MASONRY) STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - COMPLETE EMBANKMENT STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - FILL REMAINDER OF TRENCH EMBANKMENT TO AN ELEVATION COMPACTED EMBANKMENT AND IN USUAL MANNER. EMBANKMENT TO A TOTAL DEPTH COMPACTED EMBANKMENT AND WITH BACKFILL PLACED IN LOOSEST ROCK A2a P L A N SCALE : NTS ABOVE TOP OF PROPOSED PIPE. INSTALL PIPE BACKFILL WITH COM- EQUAL TO TWICE THE OUTSIDE INSTALL PIPE BACKFILL WITH POSSIBLE CONDITION. 1 EARTH CUSHION NOT TO SCALE ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CONSTRUCTION JOINT DETAILS PACTED GRANULAR MATERIAL. DIAMETER OF THE PIPE. COMPACTED GRANULAR MATE- MIN= bc A7 STRAIGHT-TYPE HEADWALL "HW ( C ) - A" RIALS TO TOP OF PIPE. STEP 4 - COMPLETE EMBANKMENT 10 2cm PER METER OF H CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR SCALE : AS SHOWN IN NORMAL MANNER. 3bc WHEN H<5m MIN= 10 NOT TO SCALE DATE : DATE : DATE : pbc 4cm WHEN H > 5m A1 FLARED TYPE HEADWALL (DOUBLE PIPE) MAX.p=0.7 H=HEIGHT OF FILL FROM TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW TOP OF CULVERT NOT TO SCALE SURVEYED: CALIFORNIA METHOD A CALIFORNIA METHOD B CONCRETE CRADLE BEDDING FIRST CLASS BEDDING ORDINARY BEDDINGS A STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC AUGUST RAY AN G. LAZAGA TYPE "HW ( C ) - B" SCALE AS SHOWN ENGINEER II (GEODETIC)

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte MAP OF AUGER HOLE ENGINEER II REGIONAL OFFICE I TEST PITS DESCRIPTION DESIGNED: JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III M 36 SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 1 51 MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II REGIONAL MAP of REGION I 150 150 150 150 150 200 SHOWING NATIONAL ROADS C C D AND DISTRICT BOUNDARIES ͚Ǧ͙͞] FINISH GRADE EXTEND 300 BALAOI SLOPE PROTECTION(STONE MASONRY) PAY LENGTH TOP OF PIPE TO BE PASALENG BAY INTO BACKWALL BURAYOC 200 TO CAGAYAN MARKED "TOP" PASALENG PAGUDPUD BINDAY 200 ͙͚]̻͛͘͘ ͙͘] BURAAN BADUANG BANGUI P L A N T I N G S T R I P @ 200 B.W. E.W. MASINI ͚Ǧ͙͞] BURGOS DUMALNEG B ADAMS EXTEND INTO BACKWALL ͙͘] DAVILA ONE LINE OF CIRCULAR DIVI DARISDIS @ 150 E.W. AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K REINFORCEMENT DILAVO 3mm 3mm PAREDES BATO P MT. PAO 32mm AIR STATION P ͙͚]̻͛͘͘ ͙͘] ͙͘] 1.00 32 mm ͙͚] MEASURED ALONG @ 200 B.W. E.W. @ 200 B.W. E.W. THIS SITE LIPAY B I K E L A N E @ 300 KARUSQUIS AXIS OF WINGS SUGPON, ILOCOS SUR ͙͘] ͙͘] PASUQUIN ILOCOS NORTE 1st ͙͚] ͙͘] BARS @ ALSEM AMIN @ 150 E.W. @ 150 E.W. REPUBLIC OF THE PHILIPPINES WHITE BIKE LANE MARKING 6.00 3.00 75 @ 300 150 E.W. BACARRA MT. AGANMATA 1.00 G.L. G.L. NABUTAS VINTAR DAM MT. MASADSADAC VINTAR SEE DISTANCE OF BAR SECTION 100mm GRANULAR 100mm GRANULAR LAOAG CITY GRAVEL BASE GRAVEL BASE LA PAZ 100mm GRANULAR CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU 10.00 10.00 GROUND LINE GRAVEL BASE SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING LUMBAO PAOAY SOLSONA 0.15 0.15 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC ELEVATION MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING 0.15 3.35 3.35 3.35 3.35 0.15 A1b PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) CURRIMAO AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING NOT TO SCALE 50 50 50 50 50 50 QUIOM ILOCOS NORTE 2nd SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE SHARED LANE 0.60 INNER LANE SHARED LANE PORT CURRIMAO SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF INNER LANE 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS A2c S E C T I O N BINGAO 1.30 t I.D. t A1c S E C T I O N A3 S E C T I O N 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE BADOC ISLAND MADUPAYOS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING 1.30 200 SCALE 1 : 60 BADOC ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING CL SCALE 1 : 60 SULAT POINT NAGREBSAN NUEVA ERA 1.30 1.30 SCALE 1 : 60 * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SIDEWALK SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BIKE CENTER ISLAND A3 S E C T I O N A4 S E C T I O N A5 D E T A I L BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING *,3,3(5$,/,1* BIKE SIDEWALK KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE LANE NOT TO SCALE NOT TO SCALE NOT TO SCALE DACLABANO LANE SALAMAGUE 1 SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES 2 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A 32 mm 150 150 150 150 SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. 0.50 0.90 0.90 0.50 LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND 3 C C DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PLANTING ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL ͙͚] PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 @ 300 O.C. MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING PLANTING 3mm 3mm CASILI PATONG 6.00 3.00 STRIP REINFORCEMENT REINFORCEMENT REINFORCEMENT STO. DOMINGO STRIP TONGUE END GROOVE END SAN ILDEFONSO P C TWO LINES OF CIRCULAR SAN VICENTE BANTAY B I K E L A N E 1.00 DETAIL 1a 910 1070 1520 SANTA CATALINA DETAIL 1a 1.5% REINFORCEMENT PIPE DIAMETER (mm) 610 1220 VIGAN CITY 1.5% 1.5% 1.5% D DETAIL OF R.C.P. ENDS CAOAYAN B SECTION C SECTION 300 300 300 1-2/3 I.D. 300 TO ABRA TABLE B ( ONE FLARED TYPE HEADWALL 1.5:1 ) H 1.910 2.210 2.370 2.520 2.820 III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K DITCH FLOW LINE DITCH FLOW LINE DITCH FLOW LINE DITCH FLOW LINE COMMON TO ALL SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) 5 I.D. I.D. I.D. NUMBER OF BARRELS D 1.200 1.500 1.650 1.800 2.100 SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE DIA. & THICKNES(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P DETAIL 1b A LONGITUDINAL SECTION 1 NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT DETAIL 1b SINGLE C 1.210 1.510 1.670 1.820 2.120 b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE EST. OF QUANTITIES EST. OF QUANTITIES EST. OF QUANTITIES IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. ͙͘] ͙͘] STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF F I L L ͙͚]̻͛͘͘ǤǤ INTERNAL MIN.THK. AREA OF AREA OF AREA OF @ 150 E.W. @ 150 E.W. DOUBLE C 2.230 3.030 3.460 3.860 4.660 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB ͙͚]̻͛͘͘ǤǤ SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. W/2 E DIAMETER SHELL(t) L E F h WATERWAY W REINF. WATERWAY W REINF. WATERWAY W REINF. 3 BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. (I.D.) (mm) CONC. 2 (mm) CONC. 2 (mm) CONC. TRIPLE C 3.250 4.550 5.240 5.890 7.120 SANTIAGO m 3 STEEL m 3 STEEL m 3 STEEL ͙͘] ͙͘] C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR A1a P L A N m kg. m kg. m kg. @ 150 E.W. @ 150 E.W. DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS 460 50 690 380 570 0 0.17 610 0.55 12.70 0.33 1370 0.78 21.77 0.50 2100 1.05 46.55 BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE NOT TO SCALE 100mm GRANULAR SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. 610 60 960 530 800 0 0.29 760 0.82 15.87 0.58 1780 1.16 24.94 0.88 2770 1.55 69.19 CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. GRAVEL BASE DETAILED ENGINEERING PLAN FOR GALIMUYOD LATERAL DRAINAGE 2 2 2 2 STRENGTH TEST REQUIREMENTS 2 2 STRENGTH TEST REQUIREMENTS 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK CONCRETE 247 kg/cm (3,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) 910 80 1510 840 1260 600 0.65 1070 1.55 24.94 1.30 2590 2.22 47.62 1.95 4110 3.26 140.32 SALCEDO QUIRINO IX.2) REINFORCING STEEL kg/m OF PIPE kg/m OF PIPE STA. LUCIA IRON FREE FROM RUST AND LINKS. A1 FLARED TYPE HEADWALL (SINGLE PIPE) 1070 90 1100 610 910 600 0.90 1220 1.45 61.22 1.80 3000 2.41 97.50 2.70 4820 4.16 177.11 G. DEL PILAR TYPICAL PLAN ON 20.00M ROW MANHOLE SPACED @ 20.0 M. 100mm GRANULAR CULVERT SIZE 2.40x1.80 QUINIBU a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED LATERAL DRAINAGE 1220 110 1370 760 1140 600 1.17 1370 1.88 83.45 2.34 3400 3.10 130.61 3.51 5510 5.15 218.26 STA. CRUZ SIZE OF WALL WALL WALL NOT TO SCALE GRAVEL BASE DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL SLOPE PROTECTION PIPE THICK- THICK- THICK- 1520 130 1920 1070 1600 600 1.81 1680 2.86 133.79 3.63 4220 4.71 200.45 5.44 6850 7.40 305.72 COMMON TO ALL H 3.10 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH MANHOLE SPACED @ 20.0 M. NESS (mm) (mm) (mm) cm2 /m OF PIPE NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND (in) (mm) (mm) (mm) (mm) End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 (STONE MASONRY) 10 10 50 50 NUMBER OF BARRELS D 3.00 CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE CIRCULAR ELLIPTICAL CIRCULAR ELLIPTICAL 0.00025mCRACK ULTIMATE CIRCULAR ELLIPTICAL 0.00025mCRACK LOAD DARDARAT BUTAC I.D. I.D. W A B C E P W A B C E P W A B C E P SINGLE C 3.00 SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT LOAD LOAD REINFORCEMENT REINFORCEMENT LOAD ULTIMATE ALILEM A3 TABLE A ( ONE STRAIGHT TYPE HEADWALL ) A2b S E C T I O N TO BENGUET INTERVALS ALONG THE PROJECT. 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR - - - - - A1b S E C T I O N SUDIPEN EDGE. 12 300 57 344 363 351 370 44 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 E-19 SCALE 1 : 60 RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA DIA. & THICKNESS(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE SCALE 1 : 60 CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW 15 57 344 351 370 44 51 495 514 502 521 44 3.914 - - - - - USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD 380 363 1 LINE 1.90 1 LINE 2.33 6.060 GRAVEL BEDDING SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. INTERNAL REINF. REINF. REINF. MIN.THK. AREA OF CONCRETE W AREA OF CONCRETE W AREA OF CONCRETE THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE - - - - - DIAMETER A B H W WATERWAY 3 STEEL WATERWAY 3 STEEL WATERWAY 3 STEEL Start of project LA UNION 1st VI. HORIZONTAL ALIGNMENT 18 460 64 508 527 514 534 44 1 LINE 2.54 1 LINE 2.12 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 E DETAIL OF R.C.P. JOINT 75 SHELL(t) m (mm) m (mm) m NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. (I.D.) (mm) m 2 kg. m 2 kg. m 2 kg. SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN M.M. M.M. M.M. STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF 24 610 76 673 692 680 699 44 1 LINE 3.60 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 76 673 692 680 699 44 1 LINE 5.50 1 LINE 4.23 5.964 8.945 SAN FERNANDO PORT c c LUBING NAGYUBUYUBAN 10.00 10.00 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE 460 50 310 350 1070 0.17 0.33 3400 0.45 BAGULIN JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE t t 1800 0.46 3.20 2600 0.63 4.62 0.80 6.04 SAN FERNANDO CITY MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. 30 760 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 610 64 410 430 1320 2400 0.29 0.87 4.26 3500 0.58 1.19 6.22 4600 0.87 1.52 8.17 ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 11.182 0.15 0.15 I.D. 910 86 610 600 1820 3800 0.65 2.46 6.75 5200 1.30 3.15 9.24 6700 1.95 3.92 11.90 THE ACTUAL FIELD CONDITION. NAGUILIAN A) HOOKS AND BENDS 2 LINES EACH 2 LINES EACH 2 LINES EACH BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 36 910 102 1003 1022 1010 1029 64 1 LINE 3.81 86 988 1007 994 1013 64 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 1 LINE 5.92 8.945 13.418 1070 95 710 780 2080 4300 0.90 3.84 7.64 6050 1.80 5.09 10.74 7900 2.70 6.43 14.03 BAUANG XII. CROSS SLOPE 3.81 4.66 5.92 BAGUIO-NAGUILIAN t G.L. G.L. 1220 108 810 870 2330 4800 1.17 4.93 8.52 6900 2.34 6.69 12.25 9000 3.51 8.45 15.98 HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE 0.60 INNER LANE SHARED LANE LA UNION 2nd INNER LANE CONSTRUCTION JOINT CONSTRUCTION JOINT 2 LINES EACH 2 LINES EACH 2 LINES EACH c 1520 127 5.43 CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 42 1070 114 1168 1187 1175 1194 64 1 LINE 4.44 95 1150 1165 1156 1175 64 5.29 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 64 1 LINE 6.98 10.436 15.655 I.D. MACHINE HAND 1010 980 2830 6000 1.81 8.80 10.66 8600 3.63 11.93 15.27 11200 15.05 19.89 VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. 16mm TIE BARS SPACED @ 750mm O.C. C ROADWAY 16mm TIE BARS SPACED @ 750mm O.C. 4.44 6.98 MADE MADE Santiago Island L ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 2 LINES EACH 2 LINES EACH 2 LINES EACH TUBAO SIDEWALK ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.60 0.60 48 1220 127 1334 1353 1340 1359 64 1 LINE 5.29 1315 1334 1321 1340 64 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 1 LINE 8.04 11.927 17.891 610 64 90 130 BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND 5.29 108 6.56 8.04 PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND (UNREINFORCED), 280mm THICK (UNREINFORCED), 280mm THICK MARCOS HIGHWAY 10 125 150 100 100 125 BIKE BIKE SIDEWALK C U T AGOO TRAVELLED WAY. *,3,3(5$,/,1* ͚Ǧ͙͚] HIGHWAYS, 2013. 12 150 200 113 113 163 ITEM 200(1) - AGGREGATE SUBBASE COURSE 2 LINES EACH 2 LINES EACH 2 LINES EACH 760 76 102 130 W 200 W ANDA ITEM 200(1) - AGGREGATE SUBBASE COURSE 1520 152 1683 1690 1 LINE 6.98 127 1639 1658 1645 8.945 14.909 152 1683 1690 1 LINE 10.58 13.418 22.364 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE 60 1664 1670 64 1664 64 8.68 1 LINE 8.68 1664 1670 64 10.58 STO. TOMAS 16 175 250 150 138 200 6.98 ELEVATION I.D. I.D. I.D. POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. A2b ͙͚] ͙͚] DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 910 86 114 150 NOT TO SCALE TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. NOTE : THIS DRAWING WAS COPIED FROM THE 1-2/3 I.D. Hundred Islands RABON ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC PREVIOUSLY APPROVED CARMONA - MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING BOLASI PLANTING TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. - 150 LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF TERNATE - NASUGBU - LOOC PROJECT. 1220 110 ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL t I.D. t t I.D. t SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A 1520 127 - 150 SAN MANUEL MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID C C BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% L L LINGAYEN MANAOAG SCHEDULE. MAPANDAN LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. t t BINMALEY C C CALASIAO STA. BARBARA STA MARIA DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db 150 150 150 150 PANGASINAN 3rd db CURB PANGASINAN 1st SAN CARLOS CITY UMINGAN FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE MALASIQUI VILLASIS BALUNGAO STIRRUP & TIE HOOK STIRRUP TIE XIII. B.P. 344 ACCESSIBILITY LAW AGUILAR STO TOMAS BASISTA NUEVA ECIJA bc ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 ROLLER-COMPACTED MIN= URBIZTONDO F I L L 10 INFANTA ALCALA THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY COMPACTED SOLID PLAIN Do = 8.7 db for db > 30 D = 6 db for db > 30 ROLLER-COMPACTED GRANULAR EMBANKMENT A2a P L A N PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. df = 2bc MIN=1/4 INSIDE DIAMETER 1-2/3 I.D. A1a P L A N TO TARLAC γ ή͙͝ ζ͘͟͞] df = DEPTH OF FILL MATERIAL VERY CONCRETE MANGATAREM EMBANKMENT EARTH bc+10cm SCALE 1 : 60 TO ZAMBALES γ ή͟͝ ι͘͟͞] bc = OUTSIDE DIAMETER OF PIPE LOOSE MIN=bc/4 EARTH ACCURATELY SCALE 1 : 60 1a 1b FILL SHAPED TO FIT PIPE bc TO TARLAC COMPACTED MIN= B CARRIAGEWAY CARRIAGEWAY AND GUTTER GRANULAR FILL EARTH OR ROCK 10 1-2/3 I.D. NOTE: ROLLER-COMPACTED SCALE : 1 : 20 M SCALE : 1 : 20 M THOROUGHLY GRANULAR BACKFILL pbc BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE LATERAL DRAINAGE LATERAL DRAINAGE EMBANKMENT CONCRETE OR SETTER TAMPED EARTH 2 ROLLER-COMPACTED SUBMITTED: RECOMMENDED: APPROVED: VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST GROUND GROUND W E A7a SINGLE PIPE A7b S E C T I O N A7c DOUBLE PIPE MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. EMBANKMENT SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR NOT TO SCALE NOT TO SCALE NOT TO SCALE IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 SLOPE PROTECTION LOCATION MAP (STONE MASONRY) STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - COMPLETE EMBANKMENT STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - FILL REMAINDER OF TRENCH EMBANKMENT TO AN ELEVATION COMPACTED EMBANKMENT AND IN USUAL MANNER. EMBANKMENT TO A TOTAL DEPTH COMPACTED EMBANKMENT AND WITH BACKFILL PLACED IN LOOSEST ROCK A2a P L A N SCALE : NTS ABOVE TOP OF PROPOSED PIPE. INSTALL PIPE BACKFILL WITH COM- EQUAL TO TWICE THE OUTSIDE INSTALL PIPE BACKFILL WITH POSSIBLE CONDITION. 1 EARTH CUSHION NOT TO SCALE ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CONSTRUCTION JOINT DETAILS PACTED GRANULAR MATERIAL. DIAMETER OF THE PIPE. COMPACTED GRANULAR MATE- MIN= bc A7 STRAIGHT-TYPE HEADWALL "HW ( C ) - A" RIALS TO TOP OF PIPE. STEP 4 - COMPLETE EMBANKMENT 10 2cm PER METER OF H CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR SCALE : AS SHOWN IN NORMAL MANNER. 3bc WHEN H<5m MIN= 10 NOT TO SCALE DATE : DATE : DATE : pbc 4cm WHEN H > 5m A1 FLARED TYPE HEADWALL (DOUBLE PIPE) TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW MAX.p=0.7 H=HEIGHT OF FILL FROM TOP OF CULVERT NOT TO SCALE STANDARD REINFORCED CONCRETE CATCH BASIN FOR RCPC SURVEYED: CALIFORNIA METHOD A CALIFORNIA METHOD B CONCRETE CRADLE BEDDING FIRST CLASS BEDDING ORDINARY BEDDINGS A STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC A SCALE AS SHOWN AUGUST RAY AN G. LAZAGA TYPE "HW ( C ) - B" SCALE AS SHOWN ENGINEER II (GEODETIC)

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte TYPICAL ROADWAY CROSS SECTION ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte TYPICAL ROADWAY CROSS SECTION ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II LOCATION MAP GENERAL NOTES ON REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE PIPE CULVERT JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE HEADWALL FOR JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE CATCH BASIN FOR JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III VICINITY MAP DESIGNED: HIGHWAY CONSTRUCTION DESIGNED: DESIGNED: DESIGNED: (RCPC) DETAILS DESIGNED: RCPC DETAILS DESIGNED: RCPC DETAILS DESIGNED: SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SUMMARY OF QUANTITIES CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 INDEX OF DRAWINGS MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte MAP OF AUGER HOLE ENGINEER II REGIONAL OFFICE I TEST PITS DESCRIPTION DESIGNED: JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III M 36 SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 1 51 MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II REGIONAL MAP of REGION I 150 150 150 150 150 200 SHOWING NATIONAL ROADS C C D AND DISTRICT BOUNDARIES ͚Ǧ͙͞] FINISH GRADE EXTEND 300 BALAOI SLOPE PROTECTION(STONE MASONRY) PAY LENGTH TOP OF PIPE TO BE PASALENG BAY INTO BACKWALL BURAYOC 200 TO CAGAYAN MARKED "TOP" PASALENG PAGUDPUD BINDAY 200 ͙͚]̻͛͘͘ ͙͘] BURAAN BADUANG BANGUI P L A N T I N G S T R I P @ 200 B.W. E.W. MASINI ͚Ǧ͙͞] BURGOS DUMALNEG B ADAMS EXTEND INTO BACKWALL ͙͘] DAVILA ONE LINE OF CIRCULAR DIVI DARISDIS @ 150 E.W. AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K REINFORCEMENT DILAVO 3mm 3mm PAREDES BATO P MT. PAO 32mm AIR STATION P ͙͚]̻͛͘͘ ͙͘] ͙͘] 1.00 32 mm ͙͚] MEASURED ALONG @ 200 B.W. E.W. @ 200 B.W. E.W. THIS SITE LIPAY B I K E L A N E @ 300 KARUSQUIS AXIS OF WINGS SUGPON, ILOCOS SUR ͙͘] ͙͘] PASUQUIN ILOCOS NORTE 1st ͙͚] ͙͘] BARS @ ALSEM AMIN @ 150 E.W. @ 150 E.W. REPUBLIC OF THE PHILIPPINES WHITE BIKE LANE MARKING 6.00 3.00 75 @ 300 150 E.W. BACARRA MT. AGANMATA 1.00 G.L. G.L. NABUTAS VINTAR DAM MT. MASADSADAC VINTAR SEE DISTANCE OF BAR SECTION 100mm GRANULAR 100mm GRANULAR LAOAG CITY GRAVEL BASE GRAVEL BASE LA PAZ 100mm GRANULAR CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU 10.00 10.00 GROUND LINE GRAVEL BASE SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING LUMBAO PAOAY SOLSONA 0.15 0.15 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC ELEVATION MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING 0.15 3.35 3.35 3.35 3.35 0.15 A1b PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) CURRIMAO AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING NOT TO SCALE 50 50 50 50 50 50 QUIOM ILOCOS NORTE 2nd SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE SHARED LANE 0.60 INNER LANE SHARED LANE PORT CURRIMAO SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF INNER LANE 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS A2c S E C T I O N BINGAO 1.30 t I.D. t A1c S E C T I O N A3 S E C T I O N 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE BADOC ISLAND MADUPAYOS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING 1.30 200 SCALE 1 : 60 BADOC ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING CL SCALE 1 : 60 SULAT POINT NAGREBSAN NUEVA ERA 1.30 1.30 SCALE 1 : 60 * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SIDEWALK SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BIKE CENTER ISLAND A3 S E C T I O N A4 S E C T I O N A5 D E T A I L BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING *,3,3(5$,/,1* BIKE SIDEWALK KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE LANE NOT TO SCALE NOT TO SCALE NOT TO SCALE DACLABANO LANE SALAMAGUE 1 SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES 2 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A 32 mm 150 150 150 150 SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. 0.50 0.90 0.90 0.50 LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND 3 C C DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PLANTING ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL ͙͚] PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 @ 300 O.C. MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING PLANTING 3mm 3mm CASILI PATONG 6.00 3.00 STRIP REINFORCEMENT REINFORCEMENT REINFORCEMENT STO. DOMINGO STRIP TONGUE END GROOVE END SAN ILDEFONSO P C TWO LINES OF CIRCULAR SAN VICENTE BANTAY B I K E L A N E 1.00 DETAIL 1a 910 1070 1520 SANTA CATALINA DETAIL 1a 1.5% REINFORCEMENT PIPE DIAMETER (mm) 610 1220 VIGAN CITY 1.5% 1.5% 1.5% D DETAIL OF R.C.P. ENDS CAOAYAN B SECTION C SECTION 300 300 300 1-2/3 I.D. 300 TO ABRA TABLE B ( ONE FLARED TYPE HEADWALL 1.5:1 ) H 1.910 2.210 2.370 2.520 2.820 III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K DITCH FLOW LINE DITCH FLOW LINE DITCH FLOW LINE DITCH FLOW LINE COMMON TO ALL SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) 1a 5 I.D. I.D. I.D. NUMBER OF BARRELS D 1.200 1.500 1.650 1.800 2.100 ELEVATION SULVEC PT. NAGBUKEL a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE DIA. & THICKNES(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P DETAIL 1b A LONGITUDINAL SECTION 1 SCALE : AS SHOWN 5 NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT DETAIL 1b SINGLE C 1.210 1.510 1.670 1.820 2.120 b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE EST. OF QUANTITIES EST. OF QUANTITIES EST. OF QUANTITIES WEEP HOLES DETAILS IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. ͙͘] ͙͘] STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF F I L L ͙͚]̻͛͘͘ǤǤ INTERNAL MIN.THK. AREA OF AREA OF AREA OF @ 150 E.W. @ 150 E.W. DOUBLE C 2.230 3.030 3.460 3.860 4.660 1b SCALE : 1 : 10 M 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB ͙͚]̻͛͘͘ǤǤ SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. W/2 E DIAMETER SHELL(t) L E F h WATERWAY W REINF. WATERWAY W REINF. WATERWAY W REINF. SECTION E 3 BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. (I.D.) (mm) CONC. 2 (mm) CONC. 2 (mm) CONC. TRIPLE C 3.250 4.550 5.240 5.890 7.120 1 SANTIAGO m 3 STEEL m 3 STEEL m 3 STEEL ͙͘] ͙͘] SCALE : AS SHOWN C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR m m m STONE MASONRY DETAILS b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL A1a P L A N kg. kg. kg. @ 150 E.W. @ 150 E.W. DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS 460 50 690 380 570 0 0.17 610 0.55 12.70 0.33 1370 0.78 21.77 0.50 2100 1.05 46.55 SCALE : 1 : 30 M BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE NOT TO SCALE 100mm GRANULAR SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. 610 60 960 530 800 0 0.29 760 0.82 15.87 0.58 1780 1.16 24.94 0.88 2770 1.55 69.19 CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. GRAVEL BASE 670 200 DETAILED ENGINEERING PLAN FOR GALIMUYOD LATERAL DRAINAGE 2 2 2 2 STRENGTH TEST REQUIREMENTS 2 2 STRENGTH TEST REQUIREMENTS 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK CONCRETE 247 kg/cm (3,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) 910 80 1510 840 1260 600 0.65 1070 1.55 24.94 1.30 2590 2.22 47.62 1.95 4110 3.26 140.32 SALCEDO QUIRINO IX.2) REINFORCING STEEL kg/m OF PIPE kg/m OF PIPE 30 STA. LUCIA IRON FREE FROM RUST AND LINKS. TYPICAL PLAN ON 20.00M ROW A1 FLARED TYPE HEADWALL (SINGLE PIPE) 1070 90 1100 610 910 600 0.90 1220 1.45 61.22 1.80 3000 2.41 97.50 2.70 4820 4.16 177.11 G. DEL PILAR MANHOLE SPACED @ 20.0 M. 100mm GRANULAR CULVERT SIZE 2.40x1.80 490 150 CONCRETE COVER QUINIBU a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED LATERAL DRAINAGE 1220 110 1370 760 1140 600 1.17 1370 1.88 83.45 2.34 3400 3.10 130.61 3.51 5510 5.15 218.26 STA. CRUZ SIZE OF WALL WALL WALL NOT TO SCALE GRAVEL BASE DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL SLOPE PROTECTION PIPE THICK- THICK- THICK- 1520 130 1920 1070 1600 600 1.81 1680 2.86 133.79 3.63 4220 4.71 200.45 5.44 6850 7.40 305.72 COMMON TO ALL H 3.10 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH MANHOLE SPACED @ 20.0 M. NESS (mm) (mm) (mm) cm2 /m OF PIPE NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND (in) (mm) (mm) (mm) (mm) End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 (STONE MASONRY) 10 10 50 50 NUMBER OF BARRELS D 3.00 TOP OF PAVEMENT CERVANTES WITH CONCRETE. KIMPUSA SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE CIRCULAR ELLIPTICAL CIRCULAR ELLIPTICAL 0.00025mCRACK ULTIMATE CIRCULAR ELLIPTICAL 0.00025mCRACK LOAD DARDARAT BUTAC I.D. I.D. W A B C E P W A B C E P W A B C E P SINGLE C 3.00 SAN NICOLAS, ILOCOS NORTE TAGUDIN CABUGAO b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT LOAD LOAD REINFORCEMENT REINFORCEMENT LOAD ULTIMATE ALILEM A3 TABLE A ( ONE STRAIGHT TYPE HEADWALL ) A2b S E C T I O N TO BENGUET INTERVALS ALONG THE PROJECT. 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO BANGAR - - - - - A1b S E C T I O N SUDIPEN EDGE. 12 300 57 344 363 351 370 44 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 E-19 SCALE 1 : 60 RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA DIA. & THICKNESS(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE SCALE 1 : 60 CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW 15 57 344 351 370 44 51 495 514 502 521 44 3.914 - - - - - USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD 380 363 1 LINE 1.90 1 LINE 2.33 6.060 GRAVEL BEDDING 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO INTERNAL MIN.THK. AREA OF CONCRETE REINF. AREA OF CONCRETE REINF. AREA OF CONCRETE REINF. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE 3 W 3 W 3 LA UNION 1st THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL 460 64 508 527 514 534 44 1 LINE 2.54 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 - - - - - DIAMETER SHELL(t) A B H W WATERWAY m STEEL WATERWAY m STEEL WATERWAY m STEEL Start of project VI. HORIZONTAL ALIGNMENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. 18 1 LINE 2.12 E DETAIL OF R.C.P. JOINT 75 (mm) (mm) NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT (I.D.) (mm) m 2 kg. m 2 kg. m 2 kg. 4 SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN M.M. M.M. M.M. CONCRETE CURB & GUTTER DETAILS 1.0 STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF 24 610 76 673 692 680 699 44 1 LINE 3.60 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 76 673 692 680 699 44 1 LINE 5.50 1 LINE 4.23 5.964 8.945 SAN FERNANDO PORT c c LUBING NAGYUBUYUBAN 10.00 10.00 1.0 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE 460 50 310 350 1070 0.17 0.33 3400 0.45 BAGULIN JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE t t 1800 0.46 3.20 2600 0.63 4.62 0.80 6.04 SCALE : 1 : 20 M SAN FERNANDO CITY MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. 30 760 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 610 64 410 430 1320 2400 0.29 0.87 4.26 3500 0.58 1.19 6.22 4600 0.87 1.52 8.17 ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 11.182 0.15 0.15 I.D. 910 86 610 600 1820 3800 0.65 2.46 6.75 5200 1.30 3.15 9.24 6700 1.95 3.92 11.90 THE ACTUAL FIELD CONDITION. NAGUILIAN A) HOOKS AND BENDS 2 LINES EACH 2 LINES EACH 2 LINES EACH BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 36 910 102 1003 1022 1010 1029 64 1 LINE 3.81 86 988 1007 994 1013 64 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 1 LINE 5.92 8.945 13.418 1070 95 710 780 2080 4300 0.90 3.84 7.64 6050 1.80 5.09 10.74 7900 2.70 6.43 14.03 BAUANG XII. CROSS SLOPE 3.81 4.66 5.92 BAGUIO-NAGUILIAN t G.L. G.L. 1220 108 810 870 2330 4800 1.17 4.93 8.52 6900 2.34 6.69 12.25 9000 3.51 8.45 15.98 HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE 0.60 INNER LANE SHARED LANE LA UNION 2nd INNER LANE CONSTRUCTION JOINT CONSTRUCTION JOINT 2 LINES EACH 2 LINES EACH 2 LINES EACH c 1520 127 5.43 CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 42 1070 114 1168 1187 1175 1194 64 1 LINE 4.44 95 1150 1165 1156 1175 64 5.29 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 64 1 LINE 6.98 10.436 15.655 I.D. MACHINE HAND 1010 980 2830 6000 1.81 8.80 10.66 8600 3.63 11.93 15.27 11200 15.05 19.89 VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. 16mm TIE BARS SPACED @ 750mm O.C. C ROADWAY 16mm TIE BARS SPACED @ 750mm O.C. 4.44 6.98 MADE MADE Santiago Island L ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 2 LINES EACH 2 LINES EACH 2 LINES EACH TUBAO SIDEWALK ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.60 0.60 48 1220 127 1334 1353 1340 1359 64 1 LINE 5.29 1315 1334 1321 1340 64 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 1 LINE 8.04 11.927 17.891 610 64 90 130 BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND 5.29 108 6.56 8.04 PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND (UNREINFORCED), 280mm THICK (UNREINFORCED), 280mm THICK MARCOS HIGHWAY 10 125 150 100 100 125 BIKE BIKE SIDEWALK C U T AGOO TRAVELLED WAY. *,3,3(5$,/,1* ͚Ǧ͙͚] HIGHWAYS, 2013. 12 150 200 113 113 163 ITEM 200(1) - AGGREGATE SUBBASE COURSE 2 LINES EACH 2 LINES EACH 2 LINES EACH 760 76 102 130 W 200 W ANDA ITEM 200(1) - AGGREGATE SUBBASE COURSE 1520 152 1683 1690 1 LINE 6.98 127 1639 1658 1645 8.945 14.909 152 1683 1690 1 LINE 10.58 13.418 22.364 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE 60 1664 1670 64 1664 64 8.68 1 LINE 8.68 1664 1670 64 10.58 STO. TOMAS 16 175 250 150 138 200 6.98 ELEVATION I.D. I.D. I.D. POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. A2b ͙͚] ͙͚] DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 910 86 114 150 NOT TO SCALE TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. NOTE : THIS DRAWING WAS COPIED FROM THE 1-2/3 I.D. Hundred Islands RABON ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC PREVIOUSLY APPROVED CARMONA - MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING BOLASI PLANTING TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. - 150 10.00 10.00 LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF TERNATE - NASUGBU - LOOC PROJECT. 1220 110 ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL t I.D. t t I.D. t 0.15 0.15 4 SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. 0.15 3.35 3.35 3.35 3.35 0.15 SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A 1520 127 - 150 SAN MANUEL SHARED LANE INNER LANE 0.60 INNER LANE SHARED LANE MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID C C 1.30 BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% L L 1.30 LINGAYEN MANAOAG SCHEDULE. SIDEWALK 1.30 1.30 MAPANDAN CENTER ISLAND LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. t t BIKE BIKE SIDEWALK BINMALEY C C *,3,3(5$,/,1* CALASIAO STA. BARBARA STA MARIA LANE LANE DASOL URDANETA CITY SAN QUINTIN BUGALLON PANGASINAN SUB db db 150 150 150 150 0.50 0.90 0.90 0.50 PANGASINAN 3rd CURB db PLANTING PANGASINAN 1st SAN CARLOS CITY UMINGAN FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE PLANTING MALASIQUI VILLASIS STRIP BALUNGAO XIII. B.P. 344 ACCESSIBILITY LAW STRIP AGUILAR STIRRUP & TIE HOOK STIRRUP TIE 670 200 STO TOMAS NUEVA ECIJA BASISTA bc 1.5% 1.5% ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 ROLLER-COMPACTED MIN= 1.5% 1.5% URBIZTONDO F I L L 10 INFANTA ALCALA THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY COMPACTED SOLID PLAIN Do = 8.7 db for db > 30 D = 6 db for db > 30 ROLLER-COMPACTED GRANULAR EMBANKMENT A2a P L A N PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. df = 2bc MIN=1/4 INSIDE DIAMETER 1-2/3 I.D. A1a P L A N TO TARLAC γ ή͙͝ ζ͘͟͞] df = DEPTH OF FILL MATERIAL VERY CONCRETE MANGATAREM EMBANKMENT EARTH bc+10cm SCALE 1 : 60 TO ZAMBALES γ ή͟͝ ι͘͟͞] bc = OUTSIDE DIAMETER OF PIPE LOOSE MIN=bc/4 EARTH ACCURATELY SCALE 1 : 60 F I L L 1a 1b FILL SHAPED TO FIT PIPE bc TO TARLAC COMPACTED MIN= B CARRIAGEWAY CARRIAGEWAY AND GUTTER GRANULAR FILL EARTH OR ROCK 10 1-2/3 I.D. NOTE: ROLLER-COMPACTED SCALE : 1 : 20 M SCALE : 1 : 20 M THOROUGHLY GRANULAR BACKFILL pbc LATERAL DRAINAGE BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE LATERAL DRAINAGE LATERAL DRAINAGE EMBANKMENT CONCRETE OR SETTER TAMPED EARTH 2 ROLLER-COMPACTED MANHOLE SPACED @ 20.0 M. LATERAL DRAINAGE SUBMITTED: RECOMMENDED: APPROVED: SINGLE PIPE S E C T I O N DOUBLE PIPE SLOPE PROTECTION VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST GROUND GROUND W E A7a A7b A7c MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. EMBANKMENT (STONE MASONRY) SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR NOT TO SCALE NOT TO SCALE NOT TO SCALE IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. 1 SLOPE PROTECTION LOCATION MAP (STONE MASONRY) STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - COMPLETE EMBANKMENT STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - FILL REMAINDER OF TRENCH TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW EMBANKMENT TO AN ELEVATION COMPACTED EMBANKMENT AND IN USUAL MANNER. EMBANKMENT TO A TOTAL DEPTH COMPACTED EMBANKMENT AND WITH BACKFILL PLACED IN LOOSEST ROCK A2a P L A N SCALE : NTS ABOVE TOP OF PROPOSED PIPE. INSTALL PIPE BACKFILL WITH COM- EQUAL TO TWICE THE OUTSIDE INSTALL PIPE BACKFILL WITH POSSIBLE CONDITION. 1 EARTH CUSHION NOT TO SCALE ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CONSTRUCTION JOINT DETAILS PACTED GRANULAR MATERIAL. DIAMETER OF THE PIPE. COMPACTED GRANULAR MATE- MIN= bc A7 STRAIGHT-TYPE HEADWALL "HW ( C ) - A" RIALS TO TOP OF PIPE. STEP 4 - COMPLETE EMBANKMENT 10 2cm PER METER OF H 3bc CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR SCALE : AS SHOWN IN NORMAL MANNER. MIN= WHEN H<5m NOT TO SCALE 1787 10 4cm WHEN H > 5m FLARED TYPE HEADWALL (DOUBLE PIPE) DATE : DATE : DATE : pbc H=HEIGHT OF FILL FROM A1 TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW MAX.p=0.7 TOP OF CULVERT 3 NOT TO SCALE STANDARD REINFORCED CONCRETE CATCH BASIN FOR RCPC BRACED WALL DETAILS SURVEYED: CALIFORNIA METHOD A CALIFORNIA METHOD B CONCRETE CRADLE BEDDING FIRST CLASS BEDDING ORDINARY BEDDINGS STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC A A SCALE : 1 : 40 M SCALE AS SHOWN AUGUST RAY AN G. LAZAGA TYPE "HW ( C ) - B" SCALE AS SHOWN ENGINEER II (GEODETIC)

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte TYPICAL ROADWAY CROSS SECTION ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte TYPICAL ROADWAY CROSS SECTION ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II LOCATION MAP GENERAL NOTES ON STONE MASONRY DETAILS REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE PIPE CULVERT JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE HEADWALL FOR JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE CATCH BASIN FOR JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III VICINITY MAP DESIGNED: HIGHWAY CONSTRUCTION DESIGNED: DESIGNED: DESIGNED: (RCPC) DETAILS DESIGNED: RCPC DETAILS DESIGNED: RCPC DETAILS DESIGNED: STANDARD CONCRETE CURB AND GUTTER DESIGNED: SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SUMMARY OF QUANTITIES CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DETAILS DATE: 51 INDEX OF DRAWINGS MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte MAP OF AUGER HOLE ENGINEER II REGIONAL OFFICE I TEST PITS DESCRIPTION DESIGNED: JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III M 36 SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 1 51 MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II REGIONAL MAP of REGION I 150 150 150 150 150 200 SHOWING NATIONAL ROADS C C D AND DISTRICT BOUNDARIES ͚Ǧ͙͞] FINISH GRADE EXTEND 300 BALAOI SLOPE PROTECTION(STONE MASONRY) PAY LENGTH TOP OF PIPE TO BE PASALENG BAY INTO BACKWALL BURAYOC 200 TO CAGAYAN MARKED "TOP" 2400 (8 ft.) PASALENG PAGUDPUD BINDAY 200 ͙͚]̻͛͘͘ ͙͘] BURAAN BADUANG BANGUI P L A N T I N G S T R I P @ 200 B.W. E.W. MASINI ͚Ǧ͙͞] BURGOS DUMALNEG B ADAMS EXTEND INTO BACKWALL ͙͘] DAVILA ONE LINE OF CIRCULAR DIVI DARISDIS @ 150 E.W. AGAGA TUNGEL WHITE EDGE LINE MARKING S I D E W A L K REINFORCEMENT DILAVO 3mm 3mm PAREDES BATO P MT. PAO 32mm AIR STATION P ͙͚]̻͛͘͘ ͙͘] ͙͘] NOTE : THE EXPENSES INCURRED IN THE INSTALLATION OF BILLBOARD 1.00 32 mm ͙͚] MEASURED ALONG @ 200 B.W. E.W. @ 200 B.W. E.W. THIS SITE LIPAY B I K E L A N E @ 300 KARUSQUIS AXIS OF WINGS IS INCLUDED IN THE OCM PER DO. 141, SERIES 2016 SUGPON, ILOCOS SUR ͙͘] ͙͘] COMMISSION ON AUDIT PASUQUIN ILOCOS NORTE 1st ͙͚] ͙͘] BARS @ ALSEM AMIN @ 150 E.W. @ 150 E.W. REPUBLIC OF THE PHILIPPINES WHITE BIKE LANE MARKING 6.00 3.00 75 @ 300 150 E.W. (PROVINCE AND CITY) BACARRA MT. AGANMATA 1.00 G.L. G.L. NABUTAS VINTAR DAM MT. MASADSADAC VINTAR SEE DISTANCE OF BAR SECTION 100mm GRANULAR 100mm GRANULAR LAOAG CITY GRAVEL BASE GRAVEL BASE LA PAZ 100mm GRANULAR CARASI DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GABU 10.00 10.00 GROUND LINE GRAVEL BASE SAN NICOLAS ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES REMARKS SARRAT PIDDIG UBOG 103(3) MANGITATAYU VIII. DRAINAGE STRUCTURES X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) FOUNDATION FILL, GRANULAR MATERIAL cu.m. 5.60 FOR RCPC GRANULAR BASE DINGRAS I. STANDARD SPECIFICATIONS WHITE LANE MARKING Project: Cost: LUMBAO PAOAY SOLSONA 0.15 0.15 104(2)a BIDDING REGIONAL OFFICE I EMBANKMENT FROM BORROW cu.m. 6,502.48 FOR ROADWAY EMBANKMENT BATAC ELEVATION WHITE BACKGROUND MARCOS a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, 1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE WHITE EDGE LINE MARKING 0.15 3.35 3.35 3.35 3.35 0.15 A1b PADONG 1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES 200(1) CURRIMAO BLACK TEXT AGGREGATE SUBBASE COURSE cu.m. 767.50 FOR ROADWAY SUBBASE MATERIAL MT. SICAPDO BRIDGES, AND AIRPORTS, VOLUME II, REVISED 2013 AND SPECIAL PROVISIONS AND FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 196 KPa. SOIL BORING NOT TO SCALE 50 50 50 50 50 50 Fund QUIOM ILOCOS NORTE 2nd SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE SHARED LANE 0.60 INNER LANE SHARED LANE CONSTRUCTION OF (Name of Project and Location) PORT CURRIMAO SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT. TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF INNER LANE 500(1)a3 3,3(&8/9(576&/$66,,PP l.m. 40.00 FOR ROADWAY CROSS DRAINAGES QUIOM (BANNA) ESPIRITU APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. C E N T E R I S L A N D SAN FERNANDO CITY, LA UNION PINILI BALLAAG SOIL SPOTS UNDER IF THE RESULT OF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS A2c S E C T I O N BINGAO 1.30 t I.D. t A1c S E C T I O N S E C T I O N Location: 506(1) STONE MASONRY cu.m. 1,133.40 FOR SLOPE PROTECTION STO. TOMAS 2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE A3 Source: BADOC ISLAND MADUPAYOS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING 1.30 200 SCALE 1 : 60 BADOC ENGINEER TO SUIT EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK WHITE EDGE LINE MARKING CL SCALE 1 : 60 SULAT POINT NAGREBSAN NUEVA ERA 1.30 1.30 SCALE 1 : 60 * * * ALL QUANTITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. * * * NASSADAO MATERIALS OR CONCRETE CLASS "B". PERTAINING TO OTHER CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS SIDEWALK SINAIT II. DIMENSIONS 2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE BIKE CENTER ISLAND A3 S E C T I O N A4 S E C T I O N A5 D E T A I L BALACBAC OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. WHITE LANE MARKING *,3,3(5$,/,1* BIKE SIDEWALK KAPAKAK FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL Implementing Agency: a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE 3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE LANE NOT TO SCALE NOT TO SCALE NOT TO SCALE DACLABANO LANE SALAMAGUE 1 SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES 2 CABUGAO BETWEEN CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A 32 mm 150 150 150 150 HELVETICA 3" SALAMAGUE PROFILE,AND CROSS SECTION ARE IN METERS AND THE UNIT OF MEASUREMENT AS SHOWN IN THE AT SUITABLE INTERVALS AND ELEVATIONS. SAN JUAN PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. 0.50 0.90 0.90 0.50 LAPOG BAY 3. THE DEPTH OF EMBEDMENT SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND 3 C C Development Partner: DETAILS OF STRUCTURES ARE IN MILLIMETERS. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS ILOCOS SUR 1st SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS PLANTING ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL ͙͚] PINGET ISLAND DURING THE REMOVAL AND HANDLING. 1.00 @ 300 O.C. MAGSINGAL 4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. WHITE BIKE LANE MARKING PLANTING 3mm 3mm CASILI PATONG 6.00 3.00 STRIP REINFORCEMENT REINFORCEMENT REINFORCEMENT Contractor/Supplier: STO. DOMINGO STRIP TONGUE END GROOVE END SAN ILDEFONSO P C TWO LINES OF CIRCULAR SAN VICENTE BANTAY B I K E L A N E 1.00 DETAIL 1a 910 1070 1520 SANTA CATALINA DETAIL 1a 1.5% REINFORCEMENT PIPE DIAMETER (mm) 610 1220 VIGAN CITY 1.5% 1.5% 1.5% D DETAIL OF R.C.P. ENDS Brief Description of Project: CAOAYAN B SECTION C SECTION 300 300 300 1-2/3 I.D. 300 TO ABRA TABLE B ( ONE FLARED TYPE HEADWALL 1.5:1 ) H 1.910 2.210 2.370 2.520 2.820 III. STATIONINGS WHITE EDGE LINE MARKING S I D E W A L K DITCH FLOW LINE DITCH FLOW LINE DITCH FLOW LINE DITCH FLOW LINE COMMON TO ALL SANTA IX. STRUCTURAL CONCRETE STRUCTURES XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) 1a 5 I.D. I.D. I.D. NUMBER OF BARRELS D 1.200 1.500 1.650 1.800 2.100 ELEVATION SULVEC PT. a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE DIA. & THICKNES(mm) DIMENSIONS (mm) NAGBUKEL SINGLE PIPE DOUBLE PIPE TRIPLE PIPE Project Details: CENTERLINE OF THE ROAD. IX.1) CONCRETE P L A N T I N G S T R I P DETAIL 1b A LONGITUDINAL SECTION 1 SCALE : AS SHOWN 5 NARVACAN 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT DETAIL 1b SINGLE C 1.210 1.510 1.670 1.820 2.120 b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE EST. OF QUANTITIES EST. OF QUANTITIES EST. OF QUANTITIES WEEP HOLES DETAILS IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. ͙͘] ͙͘] STA. MARIA BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF F I L L ͙͚]̻͛͘͘ǤǤ INTERNAL MIN.THK. AREA OF AREA OF AREA OF @ 150 E.W. @ 150 E.W. DOUBLE C 2.230 3.030 3.460 3.860 4.660 1b SCALE : 1 : 10 M DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN CURB ͙͚]̻͛͘͘ǤǤ Project Date Project Status SAN ESTEBAN STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. W/2 E DIAMETER SHELL(t) L E F h WATERWAY W REINF. WATERWAY W REINF. WATERWAY W REINF. SECTION E Text 2920 or Call(02)165-02 for any concern on this project 3 BURGOS THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. (I.D.) (mm) CONC. 2 (mm) CONC. 2 (mm) CONC. TRIPLE C 3.250 4.550 5.240 5.890 7.120 1 Date SANTIAGO m 3 STEEL m 3 STEEL m 3 STEEL ͙͘] ͙͘] SCALE : AS SHOWN www.dpwh.gov.ph As of Remarks C.Y. 2021 PROJECT BAYANGGUI IV. HORIZONTAL CONTROL 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR m m m STONE MASONRY DETAILS Duration Started b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL A1a P L A N kg. kg. kg. @ 150 E.W. @ 150 E.W. (Date) Completed DAN-AR LIDLIDDA BE 50mm. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS 460 50 690 380 570 0 0.17 610 0.55 12.70 0.33 1370 0.78 21.77 0.50 2100 1.05 46.55 SCALE : 1 : 30 M HELVETICA 1" BANAYOYO a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING PERMANENT STRUCTURES 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE NOT TO SCALE 100mm GRANULAR SAN EMILIO AND NO OTHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. 610 60 960 530 800 0 0.29 760 0.82 15.87 0.58 1780 1.16 24.94 0.88 2770 1.55 69.19 CANDON CITY AT THE PROJECT SITE. SHALL BE USED FOR THE WHOLE PROJECT. GRAVEL BASE 670 200 DETAILED ENGINEERING PLAN FOR GALIMUYOD LATERAL DRAINAGE 2 2 2 2 STRENGTH TEST REQUIREMENTS 2 2 STRENGTH TEST REQUIREMENTS 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK CONCRETE 247 kg/cm (3,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) CONCRETE 317 kg/cm (4,500 lb/in ) 910 80 1510 840 1260 600 0.65 1070 1.55 24.94 1.30 2590 2.22 47.62 1.95 4110 3.26 140.32 2400 mm (8 ft.) SALCEDO QUIRINO IX.2) REINFORCING STEEL kg/m OF PIPE kg/m OF PIPE 30 STA. LUCIA IRON FREE FROM RUST AND LINKS. TYPICAL PLAN ON 20.00M ROW A1 FLARED TYPE HEADWALL (SINGLE PIPE) 1070 90 1100 610 910 600 0.90 1220 1.45 61.22 1.80 3000 2.41 97.50 2.70 4820 4.16 177.11 G. DEL PILAR MANHOLE SPACED @ 20.0 M. 100mm GRANULAR CULVERT SIZE 2.40x1.80 490 150 CONCRETE COVER QUINIBU a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDED LATERAL DRAINAGE 1220 110 1370 760 1140 600 1.17 1370 1.88 83.45 2.34 3400 3.10 130.61 3.51 5510 5.15 218.26 STA. CRUZ SIZE OF WALL WALL WALL NOT TO SCALE GRAVEL BASE DILI BEFORE OR AFTER AN EXPANSION JOINT. DOWEL SIZE AND SPACING SHALL BE AS PER D.O. NO. 32, S. 2016. THICK- TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THICK- TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING THICK- TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING FACE OF Construction of By-pass and Diversion Roads, Darayday Road (Laoag City Section), Ilocos Norte SIGAY V. VERTICAL CONTROL THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL SLOPE PROTECTION PIPE 1520 130 1920 1070 1600 600 1.81 1680 2.86 133.79 3.63 4220 4.71 200.45 5.44 6850 7.40 305.72 COMMON TO ALL H 3.10 For Particulars or complaints about this project, please contact the Regional Office or Cluster which has audit jurisdiction on 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH MANHOLE SPACED @ 20.0 M. NESS (mm) (mm) (mm) cm2 /m OF PIPE NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD BILLBOARD REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND (in) (mm) (mm) (mm) (mm) NOTE : this project. End of project ILOCOS SUR 2nd a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION 30-50 (STONE MASONRY) 10 10 50 50 NUMBER OF BARRELS D 3.00 TOP OF PAVEMENT SCALE 1 : 10 M. CERVANTES WITH CONCRETE. COA Regional Office No./Cluster: ______KIMPUSA *For Source of Fund, state if DPWH Regular Budget, Priority Development HELVETICA 1" SUYO OF THE PROJECT PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE CIRCULAR ELLIPTICAL CIRCULAR ELLIPTICAL 0.00025mCRACK ULTIMATE CIRCULAR ELLIPTICAL 0.00025mCRACK LOAD Address: ______DARDARAT BUTAC I.D. I.D. W A B C E P W A B C E P W A B C E P 3.00 CABUGAO SINGLE C Assistance Fund, DepEd/ DA/ DAR Budget, Calamity Fund, MVUC Fund, etc. SAN NICOLAS, ILOCOS NORTE TAGUDIN b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT IX.3) REINFORCING BAR SPLICING HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT LOAD LOAD REINFORCEMENT REINFORCEMENT LOAD ULTIMATE Contact No.: ______or Text COA Citizen's Desk at 0915-539-1957 ALILEM A3 TABLE A ( ONE STRAIGHT TYPE HEADWALL ) A2b S E C T I O N TO BENGUET INTERVALS ALONG THE PROJECT. 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO *Color Shade Combination for the Yellow Background: BANGAR - - - - - A1b S E C T I O N SUDIPEN EDGE. 12 300 57 344 363 351 370 44 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 E-19 SCALE 1 : 60 CYAN : 0 RIMOS WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO LUNA DIA. & THICKNESS(mm) DIMENSIONS (mm) SINGLE PIPE DOUBLE PIPE TRIPLE PIPE SCALE 1 : 60 CASTRO SUGPON ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. MAGENTA : 7 EDGE OF ROAD STATION LIMITS: BALAOAN 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW 15 57 344 351 370 44 51 495 514 502 521 44 3.914 - - - - - USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD 380 363 1 LINE 1.90 1 LINE 2.33 6.060 GRAVEL BEDDING YELLOW : 78 2400 (8 ft.) 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. SANTOL STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO INTERNAL MIN.THK. AREA OF CONCRETE REINF. AREA OF CONCRETE REINF. AREA OF CONCRETE REINF. KEY : 0 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE 3 W 3 W 3 LA UNION 1st THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL 460 64 508 527 514 534 44 1 LINE 2.54 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 - - - - - DIAMETER SHELL(t) A B H W WATERWAY m STEEL WATERWAY m STEEL WATERWAY m STEEL Start of project VI. HORIZONTAL ALIGNMENT LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. 18 1 LINE 2.12 E DETAIL OF R.C.P. JOINT 75 (mm) (mm) NET LENGTH : 0.200 km BACNOTAN REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT (I.D.) (mm) m 2 kg. m 2 kg. m 2 kg. 4 SAN GABRIEL BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH SAN JUAN M.M. M.M. M.M. CONCRETE CURB & GUTTER DETAILS 1.0 TRAFFIC DIRECTION STO. ROSARIO a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF DOWELS IF 24 610 76 673 692 680 699 44 1 LINE 3.60 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 76 673 692 680 699 44 1 LINE 5.50 1 LINE 4.23 5.964 8.945 SAN FERNANDO PORT c c LUBING NAGYUBUYUBAN 10.00 10.00 1.0 PORO POINT THE PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE 460 50 310 350 1070 0.17 0.33 3400 0.45 BAGULIN JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE t t 1800 0.46 3.20 2600 0.63 4.62 0.80 6.04 SCALE : 1 : 20 M SAN FERNANDO CITY MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR KEYED JOINTS WITH THE BARS. 30 760 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 610 64 410 430 1320 2400 0.29 0.87 4.26 3500 0.58 1.19 6.22 4600 0.87 1.52 8.17 DISPLAY AREA ROAD ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT 11.182 0.15 0.15 I.D. 910 86 610 600 1820 3800 0.65 2.46 6.75 5200 1.30 3.15 9.24 6700 1.95 3.92 11.90 THE ACTUAL FIELD CONDITION. NAGUILIAN A) HOOKS AND BENDS 2 LINES EACH 2 LINES EACH 2 LINES EACH DISPLAY AREA BURGOS 0.15 3.35 3.35 3.35 3.35 0.15 36 910 102 1003 1022 1010 1029 64 1 LINE 3.81 86 988 1007 994 1013 64 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 1 LINE 5.92 8.945 13.418 1070 95 710 780 2080 4300 0.90 3.84 7.64 6050 1.80 5.09 10.74 7900 2.70 6.43 14.03 ORIENTATION BAUANG XII. CROSS SLOPE 3.81 4.66 5.92 BAGUIO-NAGUILIAN t G.L. G.L. 1220 108 810 870 2330 4800 1.17 4.93 8.52 6900 2.34 6.69 12.25 9000 3.51 8.45 15.98 50 X 50 HORIZONTAL (TARPAULIN ON 2400 X 2400 X 5 MARINE PLYWOOD) HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE SHARED LANE 0.60 INNER LANE SHARED LANE LA UNION 2nd INNER LANE CONSTRUCTION JOINT CONSTRUCTION JOINT 2 LINES EACH 2 LINES EACH 2 LINES EACH c 1520 127 5.43 COCO LUMBER CABA 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE FOR GRAVEL 1.30 1 42 1070 114 1168 1187 1175 1194 64 1 LINE 4.44 95 1150 1165 1156 1175 64 5.29 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 64 1 LINE 6.98 10.436 15.655 I.D. MACHINE HAND 1010 980 2830 6000 1.81 8.80 10.66 8600 3.63 11.93 15.27 11200 15.05 19.89 DISPLAY AREA VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHOULDER AND FOR CONCRETE SHOULDER. 16mm TIE BARS SPACED @ 750mm O.C. C ROADWAY 16mm TIE BARS SPACED @ 750mm O.C. 4.44 6.98 MADE MADE 2400 2400 Santiago Island L ARINGAY SAN ANTONIO SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE 1.30 (1200 X 2400 X 12 MARINE PLYWOOD) BOLINAO 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION. 1.30 1.30 1 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 2 LINES EACH 2 LINES EACH 2 LINES EACH 1200 1200 50 X 50 HORIZONTAL 50 X 50 HORIZONTAL TUBAO SIDEWALK ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.60 0.60 48 1220 127 1334 1353 1340 1359 64 1 LINE 5.29 1315 1334 1321 1340 64 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 1 LINE 8.04 11.927 17.891 610 64 90 130 BARS 3. THE SLOPE OF SHOULDER SHALL ALWAYS FALL IN THE DIRECTION OF THE OUTSIDE EDGE OF THE CENTER ISLAND 5.29 108 6.56 8.04 COCO LUMBER COCO LUMBER PUGO 1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND (UNREINFORCED), 280mm THICK (UNREINFORCED), 280mm THICK MARCOS HIGHWAY 10 125 150 100 100 125 BIKE BIKE SIDEWALK C U T AGOO TRAVELLED WAY. *,3,3(5$,/,1* ͚Ǧ͙͚] HIGHWAYS, 2013. 12 150 200 113 113 163 ITEM 200(1) - AGGREGATE SUBBASE COURSE 2 LINES EACH 2 LINES EACH 2 LINES EACH 760 76 102 130 W 200 W ANDA ITEM 200(1) - AGGREGATE SUBBASE COURSE 1520 152 1683 1690 1 LINE 6.98 127 1639 1658 1645 8.945 14.909 152 1683 1690 1 LINE 10.58 13.418 22.364 2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF LOWER SHOULDER SHALL BE LANE LANE 60 1664 1670 64 1664 64 8.68 1 LINE 8.68 1664 1670 64 10.58 STO. TOMAS 16 175 250 150 138 200 6.98 ELEVATION I.D. I.D. I.D. POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS THE SAME AS FOR THE TRAVELLED WAY. A2b ͙͚] ͙͚] DAMORTIS ROSARIO TO BAGUIO 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER SHALL HAVE A SLOPE OF 3%. 0.50 0.90 1.25 0.15 910 86 114 150 NOT TO SCALE TO BAGUIO PROJECT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION A THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. NOTE : THIS DRAWING WAS COPIED FROM THE 1-2/3 I.D. Hundred Islands RABON ARTACHO 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%. BANI ESPERANZA SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC PREVIOUSLY APPROVED CARMONA - 50 X 50 MABILAO SISON BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. PLANTING 50 X 75 VERTICAL BOLASI PLANTING TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. - 150 10.00 10.00 LABAYUG UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF TERNATE - NASUGBU - LOOC PROJECT. 1220 110 WOODEN STAKE ALAMINOS CITY NUEVA VISCAYA 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT 6.70 PAVEMENT WIDTH AND NOT STRIP COCO LUMBER AGNO SAN FABIAN POZZOROBIO THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL t I.D. t t I.D. t 0.15 0.15 4 SAN ROQUE END HOOK STRIP SAN ROQUE ON VARYING PAVEMENT WIDTH DUE WIDENING. 0.15 3.35 3.35 3.35 3.35 0.15 SAN JACINTO SAN NICOLAS BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT A 1520 127 - 150 1000 1000 SAN MANUEL SHARED LANE INNER LANE 0.60 INNER LANE SHARED LANE 50 X 50 MABINI LAOAC 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING WITH THE SLOPE OF THE PAVEMENT. SUAL DAGUPAN CITY MANGALDAN SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID C C 1.30 BURGOS BINALONAN NATIVIDAD 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 1.5% 1.5% 1.5% 1.5% L L 1.30 WOODEN STAKE LINGAYEN MANAOAG SCHEDULE. SIDEWALK 1.30 1.30 MAPANDAN CENTER ISLAND LABRADOR ASINGAN TAYUG 10. FOR e> 7% AND GRADE OF MORE THAN 4% SHOULDER SHOULD BE PAVED. t t BIKE BIKE SIDEWALK BINMALEY C C *,3,3(5$,/,1* GROUND LEVEL CALASIAO STA. BARBARA STA MARIA LANE LANE DASOL URDANETA CITY SAN QUINTIN 1000 1000 BUGALLON PANGASINAN SUB db db 150 150 150 150 0.50 0.90 0.90 0.50 PANGASINAN 3rd CURB db PLANTING PANGASINAN 1st SAN CARLOS CITY UMINGAN FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE PLANTING MALASIQUI VILLASIS STRIP BALUNGAO XIII. B.P. 344 ACCESSIBILITY LAW STRIP AGUILAR STIRRUP & TIE HOOK STIRRUP TIE 670 200 500 500 GROUND LEVEL STO TOMAS NUEVA ECIJA BASISTA bc 1.5% 1.5% ROSALES Do = 6 db for db < 30 D = 4 db for db < 20 ROLLER-COMPACTED MIN= 1.5% 1.5% URBIZTONDO F I L L 10 INFANTA ALCALA THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY COMPACTED SOLID PLAIN Do = 8.7 db for db > 30 D = 6 db for db > 30 ROLLER-COMPACTED GRANULAR EMBANKMENT A2a P L A N PANGASINAN 2nd BAYAMBANG BAUTISTA FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. df = 2bc MIN=1/4 INSIDE DIAMETER 1-2/3 I.D. A1a P L A N TO TARLAC γ ή͙͝ ζ͘͟͞] df = DEPTH OF FILL MATERIAL VERY CONCRETE 500 500 MANGATAREM EMBANKMENT EARTH bc+10cm SCALE 1 : 60 TO ZAMBALES γ ή͟͝ ι͘͟͞] bc = OUTSIDE DIAMETER OF PIPE LOOSE MIN=bc/4 EARTH ACCURATELY SCALE 1 : 60 F I L L 1a 1b FILL SHAPED TO FIT PIPE bc 1000 2400 TO TARLAC COMPACTED MIN= B CARRIAGEWAY CARRIAGEWAY AND GUTTER GRANULAR FILL EARTH OR ROCK 10 1-2/3 I.D. NOTE: ROLLER-COMPACTED SCALE : 1 : 20 M SCALE : 1 : 20 M THOROUGHLY GRANULAR BACKFILL pbc LATERAL DRAINAGE TYPICAL FRAME ELEVATION BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE LATERAL DRAINAGE LATERAL DRAINAGE EMBANKMENT CONCRETE OR SETTER TAMPED EARTH FRONT ELEVATION 2 ROLLER-COMPACTED MANHOLE SPACED @ 20.0 M. LATERAL DRAINAGE SUBMITTED: RECOMMENDED: APPROVED: SINGLE PIPE S E C T I O N DOUBLE PIPE SLOPE PROTECTION 1000 2400 VICINITY MAP REGIONAL OFFICE IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST GROUND GROUND W E A7a A7b A7c MANHOLE SPACED @ 20.0 M. ( OPTION 1 ) MANHOLE SPACED @ 20.0 M. MANHOLE SPACED @ 20.0 M. EMBANKMENT (STONE MASONRY) SCALE : NTS WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR NOT TO SCALE NOT TO SCALE NOT TO SCALE IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. SCALE 1 : 25 M. 1 SLOPE PROTECTION TYPICAL FRAME ELEVATION FRONT ELEVATION LOCATION MAP (STONE MASONRY) STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - COMPLETE EMBANKMENT STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - FILL REMAINDER OF TRENCH TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW EMBANKMENT TO AN ELEVATION COMPACTED EMBANKMENT AND IN USUAL MANNER. EMBANKMENT TO A TOTAL DEPTH COMPACTED EMBANKMENT AND WITH BACKFILL PLACED IN LOOSEST ROCK A2a P L A N SCALE : NTS ABOVE TOP OF PROPOSED PIPE. INSTALL PIPE BACKFILL WITH COM- EQUAL TO TWICE THE OUTSIDE INSTALL PIPE BACKFILL WITH POSSIBLE CONDITION. 1 EARTH CUSHION NOT TO SCALE ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CONSTRUCTION JOINT DETAILS PACTED GRANULAR MATERIAL. DIAMETER OF THE PIPE. COMPACTED GRANULAR MATE- MIN= bc A7 STRAIGHT-TYPE HEADWALL "HW ( C ) - A" STANDARD PROJECT BILLBOARD RIALS TO TOP OF PIPE. STEP 4 - COMPLETE EMBANKMENT 10 2cm PER METER OF H CHIEF, PLANNING AND DESIGN DIVISION OIC, ASST. REGIONAL DIRECTOR REGIONAL DIRECTOR SCALE : AS SHOWN IN NORMAL MANNER. 3bc WHEN H<5m 1787 MIN= 10 NOT TO SCALE STANDARD PROJECT BILLBOARD pbc 4cm WHEN H > 5m A1 FLARED TYPE HEADWALL (DOUBLE PIPE) DATE : DATE : DATE : H=HEIGHT OF FILL FROM (DPWH) TYPICAL ROADWAY SECTION W/ CENTER ISLAND ON 20.00M ROW MAX.p=0.7 TOP OF CULVERT 3 NOT TO SCALE STANDARD REINFORCED CONCRETE CATCH BASIN FOR RCPC BRACED WALL DETAILS SURVEYED: CALIFORNIA METHOD A CALIFORNIA METHOD B CONCRETE CRADLE BEDDING FIRST CLASS BEDDING ORDINARY BEDDINGS STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC A (COA) A SCALE : 1 : 40 M SCALE AS SHOWN AUGUST RAY AN G. LAZAGA TYPE "HW ( C ) - B" SCALE AS SHOWN ENGINEER II (GEODETIC)

REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ REPUBLIC OF THE PHILIPPINES Construction of By-pass and Diversion Roads, Darayday IVAN HARDY D. PEREZ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte TYPICAL ROADWAY CROSS SECTION ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte TYPICAL ROADWAY CROSS SECTION ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Road (Laoag City Section), Ilocos Norte ENGINEER II LOCATION MAP GENERAL NOTES ON STONE MASONRY DETAILS STANDARD PROJECT BILLBOARD REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE PIPE CULVERT JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE HEADWALL FOR JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I STANDARD REINFORCED CONCRETE CATCH BASIN FOR JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III REGIONAL OFFICE I JOSE B. EGUILOS, JR. ALBERTO B. ESQUEJO, JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III VICINITY MAP DESIGNED: HIGHWAY CONSTRUCTION DESIGNED: DESIGNED: DESIGNED: (RCPC) DETAILS DESIGNED: RCPC DETAILS DESIGNED: RCPC DETAILS DESIGNED: STANDARD CONCRETE CURB AND GUTTER DESIGNED: DETAILS DESIGNED: SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SAN FERNANDO CITY, LA UNION LAOAG CITY, ILOCOS NORTE SUMMARY OF QUANTITIES CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR CHIEF, HIGHWAYS DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DATE: 51 DETAILS DATE: 51 DATE: 51 INDEX OF DRAWINGS MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II ENGINEER II

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

1 MAP OF AUGER HOLE SCALE : 1 : 4000 M

2 TEST PITS DESCRIPTION HOR. SCALE : 1 : 4500 M VER. SCALE : 1 : 1000 M

PROJECT NAME AND LOCATION: SHEET CONTENTS: PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.