REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS REGION IV-A BATANGAS I DISTRICT ENGINEERING OFFICE BATANGAS CITY Widening of Permanent Bridge Balibago Br. (B03180LZ) along Nasugbu - Lian - Calatagan Rd, Brgy Balibago, Lian, Batangas NET LENGTH = 12.04 L.M. BRIDGE ID : B03180LZ DESIGN AND PREPARED BY : CHECKED BY: SUBMITTED BY : RECOMMENDING APPROVAL : APPROVED BY : SET NO. SHEET NO. DESIGNED AND PREPARED BY : PROJECT TITLE & LOCATION : SHEET CONTENTS : CHECKED BY : SUBMITTED BY : RECOMMENDING APPROVAL : APPROVED BY : SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS Widening of Permanent Bridges Balibago Br. (B03180LZ) 1 REGION IV-A along Nasugbu-Lian-Calatagan Rd. DOMINIC C. SALVADOR MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO G - 1 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER 2016 1 13 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 13 CIVIL ENGINEER, PRC NO. 0112400 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS I N D E X O F D R A W I N G S TITLE SET NO. SHEET NO. A. GENERAL COVER SHEET G - 1 1 INDEX OF DRAWING G - 2 2 VICINITY MAP, LOCATION MAP, KEY MAP,STRAIGHT LINE DIAGRAM G - 3 3 GENERAL CONSTRUCTION NOTES G - 4 4 SUMMARY OF QUANTITIES,SYMBOLS AND ABBREVIATIONS G - 5 5 DPWH STANDARD PROJECT BILLBOARD G - 6 6 B. BRIDGE BRIDGE PLAN B - 1 7 BRIDGE ELEVATION AND BORE LOGS 1 AND 2 B - 2 8 BORED PILE DETAIL ( ABUT. "A" & "B" ) BORED PILE BAR SCHEDULE B - 3 9 ABUTMENT DETAIL ( COPING , BACKWALL,SHEAR BLOCK & RISERS REINF. DETAILS) B - 4 10 WINGWALL, APPROACH SIDEWALK AND PARAPET WALL DETAILS AND BAR SCHEDULE B - 5 11 DECK SLAB AND SIDEWALK DETAILS B - 6 12 GIRDER DETAILS AND DRAIN PIPE B - 7 13 APPROACH SLAB AND DIAPHRAM DETAILS B - 8 14 C.1. ROADWAY ROADWAY SECTIONS, DETAIL "A" & "B" AND PAVEMENT LAYOUT PLAN R - 1 23 REINFORCED CONCRETE COVERED CANAL R - 2 24 MANHOLE DETAIL AND SECTION, DETAIL OF INLET, STEEL RUNG DETAIL, PAVEMENT MARKINGS AND HYDRAULIC DATA R - 3 25 CONCRETE CURB & GUTTER (PRE-CAST), SIDEWALK DETAILS AND SCHEDULE OF STRUCTURES R - 4 26 PLAN AND PROFILE including DRAINAGE PLAN R - 5 27 C.2. CROSS-SECTIONS ROADWAY CROSS-SECTIONS CS - 1 28 ROADWAY CROSS-SECTIONS CS - 2 29 RIVER CROSS-SECTIONS CS - 3 30 RIVER CROSS-SECTIONS CS - 4 31 DESIGNED AND PREPARED BY : PROJECT TITLE & LOCATION : SHEET CONTENTS : CHECKED BY : SUBMITTED BY : RECOMMENDING APPROVAL : APPROVED BY : SET NO. SHEET NO. DESIGNED AND PREPARED BY : PROJECT TITLE & LOCATION : SHEET CONTENTS : CHECKED BY : SUBMITTED BY : RECOMMENDING APPROVAL : APPROVED BY : SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS Widening of Permanent Bridges Balibago Br. (B03180LZ) DEPARTMENT OF PUBLIC WORKS & HIGHWAYS Widening of Permanent Bridges Balibago Br. (B03180LZ) REGION IV-A along Nasugbu-Lian-Calatagan Rd. 2 REGION IV-A along Nasugbu-Lian-Calatagan Rd. INDEX OF DRAWINGS DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO G - 2 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 2 13 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 13 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS PROJECT SITE V I C I N I T Y M A P N O T T O S C A L E TO LIAN PROPER BASHI CHANNEL BATANES L U Z O N S T R A I T B A L I N T A N G C H A N N E L BABUYAN ISLANDS ILOCOS KALINGA NORTE APAYAO CAGAYAN NASUGBU-LIAN-CALATAGAN RD. PROJECT SITE ABRA ILOCOS TO BALAYAN SUR MT. PROVINCE IFUGAO LA UNION I S A B E L A BENGUET NUEVA VIZCAYA QUIRINO PANGASINAN NUEVA ECIJA TARLAC LUZON ZAMBALES PAMPANGA POLILIO ISLANDS BULACAN MANILA PROJECT SITE BATAAN RIZAL CAMARINES CAVITE NORTE BALAYAN-BALIBAGO RD LAGUNA BATANGAS QUEZON CATANDUANES CAMARINES SUR MARIDUQUE MINDORO ORRIENTAL ALBAY SIBUYAN SORSOGON MINDORO OCCIDENTAL ROMBLON NORTHERN SAMAR MASBATE WESTERN CALAMIAN CARABAO SEA SAMAR GROUP BALIRAN AKLAN EASTERN VISAYAN SEA SAMAR VISAYAS CAPIZ CUYO ISLANDS ANTIQUE LEYTE ILOILO SOUTHERN CEBU LEYTE GUIMARAS NEGROS OCCIDENTAL BOHOL SURIGAO NEGROS DEL NORTE PALAWAN ORRIENTAL CAMIGUEN SURIGAO SIQUIJOR DEL SUR AGUSAN MISAMIS DEL NORTE ORIENTAL MISAMIS OCCIDENTAL AGUSAN S U L U S E A MINDANAO DEL SUR BUKIDNON ZAMBOANGA LANAO DEL NORTE DEL NORTE ZAMBOANGA LANAO DEL SUR DAVAO DEL SUR DEL NORTE NORTH COTABATO DAVAO ORIENTAL MORO GULF MAGUINDANAO L A Y O U T P L A N BASILAN DAVAO SULTAN DEL SUR PAGUNTARAN GROUP KUDARAT SOUTH N O T T O S C A L E COTABATO SULU TAPIANTANA GROUP TO CALATAGAN TO SAMALES GROUP TAPUL GROUP TAWI-TAWI SIBUTO GROUP C E L E B E S S E A K E Y M A P N O T T O S C A L E DESIGNED AND PREPARED BY : PROJECT TITLE & LOCATION : SHEET CONTENTS : CHECKED BY : SUBMITTED BY : RECOMMENDING APPROVAL : APPROVED BY : SET NO. SHEET NO. DESIGNED AND PREPARED BY : PROJECT TITLE & LOCATION : SHEET CONTENTS : CHECKED BY : SUBMITTED BY : RECOMMENDING APPROVAL : APPROVED BY : SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS Widening of Permanent Bridges Balibago Br. (B03180LZ) KEY MAP DEPARTMENT OF PUBLIC WORKS & HIGHWAYS Widening of Permanent Bridges Balibago Br. (B03180LZ) REGION IV-A along Nasugbu-Lian-Calatagan Rd. VICINITY MAP 2 REGION IV-A along Nasugbu-Lian-Calatagan Rd. DOMINIC C. SALVADOR MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO DOMINIC C. SALVADOR MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO BATANGAS I DISTRICT ENGINEERING OFFICE LAYOUT PLAN G - 2 BATANGAS I DISTRICT ENGINEERING OFFICE PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 2 13 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 13 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS GENERAL CONSTRUCTION NOTES GENERAL ( 4 ) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL MN. TIME 1 . IN THE INTERPRETATION OF DRAWINGS, INDICATED DIMENSIONS SHALL GOVERN ALL PLACING SEQUENCES FOR ALL CONCRETING WORK. SHORING UNDER GIRDERS, BEAMS, FRAMES......................................................14 DAYS DIMENSIONS, DISTANCES AND SIZES SHALL NOT BE SCALED FOR CONSTRUCTION b. BAR BENDING, SPLICING AND PLACING DECK SLABS...............................................................................................................14 DAYS PURPOSES. ( 1 ) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL OF WALLS...........................................................................................................................7 DAYS 2 . UNLESS OTHERWISE INDICATED, ALL DIMENSIONS AND MEMBER SIZES ARE IN SHOP DRAWINGS INDICATING THE ENDING, CUTTING, SPLICING AND COLUMNS......................................................................................................................7 DAYS METERS. INSTALLATION OF ALL REINFORCING BARS. SIDES OF BEAM AND ALL OTHER VERTICAL SURFACES......................................2 DAYS DESIGN CRITERIA ( 2 ) BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS PERMITTED BY THE ENGINEER. ( g ) PROTECTION AND CURING OF CONCRETE 1 . DESIGN SPECIFICATION ( 3 ) BAR SPLICING NOT INDICATED ON DRAWING SHALL BE SUBJECT TO THE CONCRETE SURFACES SHALL BE PROTECTED FROM HARMFUL EFFECTS OF THE AMERICAN ASSOCIATIONS OF STATE HIGHWAY AND TRASPORTATION OFFICE APPROVAL OF THE ENGINEER. SUN, WIND AND RUNNING WATERS AND SHALL BE KEPT DAMP FOR AT LEAST ( AASHTO ) STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES 15TH EDITION, ( 5 ) NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE 7 DAYS. 1996 DIVISIONS 1 AND IA. SPLICED. 3 . STRUCTURAL STEEL 2 . LOADING ( 6 ) UNLESS OTHERWISE SHOWN ON DRAWINGS, THE CLEAR DISTANCE THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL AS SPECIFIED IN THE STANDARD FLAT SLAB, RCDG AND PSCG BRIDGES, DRAWINGS BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1.50 STRUCTURAL STEEL WORK. THESE SHOP DRAWINGS SHALL BE APPROVED BY THE UNDER SET NOS. S1, S2, AND S3. TIMES THE NOMINAL DIAMETER OF THE BAR NOR LESS THAN 1.50 TIMES THE ENGINEER BEFORE ANY FABRICATION. MATERIALS MAXIMUM SIZE OF COURSE AGGREGATE. THE CLEAR DISTANCE BETWEEN 4 . SHORING 1 . CONCRETE LAYERS SHALL BOT BE LESS THAN 25mm. NOR ONE BAR DIAMETER. THE ( a ) CAMBER FOR REINFORCED CONCRETE SUPERSTRUCTURES WERE DETERMINED UNLESS INDICATED OTHERWISE ON PLANS, THE CONCRETE CLASS AND STRENGTH BARS IN THE UPPER LAYER SHALL BE PLACED DIRECTLY ABOVE THOSE IN BASED THE USE OF SHORING DURING CONSTRUCTION. SHALL BE AS FOLLOWS: THE BOTTOM LAYER. ( b ) CAMBER FOR COMPOSITE SUPERSTRUCTURES WITH PRECAST PRESTRESSED ( 7 ) CRANKED SPLICES. GIRDERS WERE DETERMINED BASED ON UNSHORED CONDITIONS. 28 - DAY CYLINDER MAX. SIZE OF COARSE STRUCTURAL MEMBER CLASS STRENGTH 5 . EMBANKMENT CONSTRUCTION SEQUENCE AGGREGATE MIN. d MPa PSI mm ( in. ) OFFSET MAX. d + 3 mm. APPROACH EMBANKMENT SHALL BE CONSTRUCTED PRIOR TO DRIVING OF CAST - IN - PLACE GIRDERS, SLABS, DIAPHRAGMS, A LAP WINGWALLS, BACKWALLS, COPING, COLUMNS ( MOD ) 21 3045 20 ABUTMENT PILES. FOOTINGS A 21 3045 38 PP0,1 PRECAST R.C.