Widening of Permanent Bridge Balibago Br. (B03180LZ) Along Nasugbu - Lian - Calatagan Rd, Brgy Balibago, Lian, Batangas

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 ISSUED : FEBRUARY 14, 2014 PRC NO. : 112400 DESIGNED AND PREPARED BY : DOMINIC C. SALVADOR MARIKINA CITY PTC NO. : 5042903 L N DEPARTMENT OF PUBLIC WORKS & HIGHWAYS A O BATANGAS I DISTRICT ENGINEERING OFFICE T Y

O T PROPER LIAN TO REPUBLIC OF THE PHILIPPINES U O T

BATANGAS CITY

S REGION IV-A P C L A A L N

E NASUGBU-LIAN-CALATAGAN RD. NASUGBU-LIAN-CALATAGAN PROJECT LOCATION : CONTRACT I.D. : PROJECT TITLE & LOCATION : Widening of Permanent Bridges along Nasugbu-Lian-Calatagan Rd. Brgy Balibago, Lian, BATANGAS Balibago Br. (B03180LZ)

BALAYAN-BALIBAGO RD

SHEET CONTENTS : TO BALAYAN

PROJECT SITE TO CALATAGAN TO LAYOUT PLAN VICINITY MAP KEY MAP CHECKED BY : MICHAEL JOHN R. RAYMUNDO ENGINEER II N V O I

PROJECT SITE C T SUBMITTED BY : I

N T CHIEF, PLANNING AND DESIGN SECTION I FLORENCIA G. CORDOVA O T

Y S

C M A A L PALAWAN P E S U L E A CALAMIAN GROUP SIBUTO GROUP RECOMMENDING APPROVAL : ZAMBALES TAWI-TAWI LA UNION ILOCOS PANGASINAN PAGUNTARAN GROUP SUR BATAAN TARLAC BENGUET BATANGAS PAMPANGA ILOCOS NORTE B A L I N T G C H E ABRA TAPUL GROUP CUYO ISLANDS MANILA MINDORO CAVITE ORRIENTAL BULACAN NUEVA MT. PROVINCE ECIJA VIZCAYA L U Z O N S T R A I ASSISTANT DISTRICT ENGINEER NUEVA MINDORO KALINGA SULU OCCIDENTAL IFUGAO APAYAO VISAYAS LAGUNA RIZAL SAMALES GROUP BABUYAN ISLANDS BENCIO A. AGUZAR QUEZON BASHI CHANNEL I S A B E L MARIDUQUE QUIRINO BATANES CAGAYAN MINDANAO ANTIQUE LUZON BASILAN C E L B S A TAPIANTANA GROUP ZAMBOANGA DEL NORTE ROMBLON SIBUYAN GUIMARAS CARABAO SEA AKLAN POLILIO ISLANDS MORO GULF ILOILO OCCIDENTAL CAPIZ NEGROS ORRIENTAL ZAMBOANGA NEGROS CAMARINES DEL SUR NORTE CAMARINES SUR MASBATE VISAYAN SEA ALBAY SIQUIJOR DEL NORTE OCCIDENTAL MISAMIS CEBU LANAO SORSOGON BALIRAN MAGUINDANAO BOHOL KUDARAT CATANDUANES SULTAN DEL SUR NORTHERN SAMAR LANAO LEYTE COTABATO ORIENTAL WESTERN MISAMIS NORTH SAMAR BUKIDNON COTABATO SOUTH CAMIGUEN SURIGAO DEL NORTE SOUTHERN LEYTE EASTERN DEL NORTE AGUSAN SAMAR DEL APPROVED BY : DAVAO DEL SUR AGUSAN SUR NORTE DAVAO DEL DEL SUR SURIGAO ORIENTAL DAVAO JOEL F. LIMPENGCO DISTRICT ENGINEER N K O E T

PROJECT SITE

Y T O

M S C A A L P G - 2 SET NO. 2017 E SHEET NO. 2 2 13 ISSUED : FEBRUARY 14, 2014 PRC NO. : 112400 DESIGNED AND PREPARED BY : DOMINIC C. SALVADOR MARIKINA CITY PTC NO. : 5042903 DEPARTMENT OF PUBLIC WORKS & HIGHWAYS BATANGAS I DISTRICT ENGINEERING OFFICE REPUBLIC OF THE PHILIPPINES BATANGAS CITY REGION IV-A PROJECT LOCATION : CONTRACT I.D. : PROJECT TITLE & LOCATION : Widening of Permanent Bridges along Nasugbu-Lian-Calatagan Rd. Brgy Balibago, Lian, BATANGAS Balibago Br. (B03180LZ) SHEET CONTENTS : CHECKED BY : MICHAEL JOHN R. RAYMUNDO ENGINEER II SUBMITTED BY : CHIEF, PLANNING AND DESIGN SECTION FLORENCIA G. CORDOVA RECOMMENDING APPROVAL : ASSISTANT DISTRICT ENGINEER BENCIO A. AGUZAR APPROVED BY : JOEL F. LIMPENGCO DISTRICT ENGINEER SET NO. 2017 SHEET NO. 13 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. PILE / BORED PILES AA 28 4060 20 MIN=12d DIAMETER = PP0$; THIN REINFORCED SECTIONS RAILINGS AND RAILPOST C 21 3045 12 ( 8 ) HOOKS AND BENDS NOTES ON APPROACHES PRE STRESSED CONCRETE MEMBERS P 35 5075 20 ALL FILL WITHIN 10.00 METERS OF EACH ABUTMENT SHALL BE PLACED AND LEAN CONCRETE - 10 1450 50 ( a ) DIMENSIONS OF 90 - DEGREE AND 180 - DEGREE HOOKS 1 . COMPACTED THOROUGHLY IN LAYERS AS REQUIRED BY SPECIFICATIONS BEFORE 2 . REINFORCING STEEL d d CONSTRUCTING THE COPING AND WINGWALLS. D 86(*5$'(PP$1'60$//(5 *5$'(PP$1'%,**(5 d ( b ) REINFORCING STEEL SHALL BE FREE ON MILL SCALES, OIL OR ANY 4d OR 63mm. NOTES ON BORED PILE SUBSTANCES WHICH WILL WEAKEN THE BOND WITH CONCRETE. 1 . THE REQUIRED ULTIMATE BEARING PER BORED PILE SHALL BE AS 3 . PRESTRESSING STEEL PIN DIAMETER ' G)25PP7+58PP TABULATED BELOW. REINFORCING STEEL SHALL BE SEVEN - WIRE UNCOATED STRESS RELIEVED ' G)25PP7+58PPPP STRANDS ( ASTM A416 ) WITH MINIMUM ULTIMATE STRENGTH OF 1860 MPa ( b ) DIMENSIONS FOR STIRRUPS AND TIE HOOKS LOCATION DIAMETER ( mm ) LENGTH ( m ) ULTIMATE BEARING ( 270,000 PSI ) CAPACITY, kN 4 . STRUCTURAL STEEL, BOLTS AND WELDS 6d OR 63mm. ABUTMENT "A" 800 16.00 2860 KN ABUTMENT "B" 800 16.00 2860 KN

MATERIALS SPECIFICATIONS STEEL PLATES AND ROLLED SHAPES AASHTO M183 ( ASTM A36 ) d d 2 . THE BOTTOM OF PILES SHALL BE EMBEDDED AT LEAST (3) TIMES DIAMETER (3D) INTO BOLTS AASHTO M164 ( ASTM A325 ) THE HARD STRATA WITH AN N - VALUE OF AT LEAST 40 CAPABLE OF DEVELOPING WELDS AWS D1.1 - 183 E70XX SERIES d THE REQUIRED ULTIMATE BEARING CAPACITY. IF THE ABOVE CONDITION CANNOT BE PIN DIAMETER ' G)25PP7+58PP MET DURING CONSTRUCTION, THE DESIGNER SHALL BE FOR ADJUSTMENTS OF PILE 5 . ELASTOMERIC BEARING PADS ' G)25PPPP$1'PP LENGTH IF NECESSARY. ELASTOMERIC BEARING PADS SHALL BE 100% VIRGIN CHLOROPRENE ( NEOPRENE ) 3 . LOW-STRAIN DYNAMIC TESTING (PIT) SHALL BE CONDUCTED ON 50% OF THE TOTAL PADS WITH DUROMETER HARDNESS 70 AND SHALL BE LAMINATED AND NOTES: BENDS AND HOOKS IN STIRRUPS OR TIES MAY BE BENT TO THE NUMBER OF BORED PILES PER STRUCTURE (AT ABUTMENTS AND PIERS) TO VERIFY NON - CORROSIVE MILD STEEL SHEETS. ELASTOMERIC PADS SHALL CONFORM TO DIAMETER OF THE REINFORCING BAR CLOSED THEREIN. AND CHECK THE CONCRETE HOMOGENITY AND TO LOCATE/EVALUATE ANY THE REQUIREMENTS AS PRESCRIBED IN DPWH D.O. NO. 25 SERIES OF 1997 " REVISED ( c ) CONCRETE COVER TO REINFORCEMENT IRREGULARITY IN THE COMPLETED BORED PILES. DPWH STANDARD SPECIFICATION FOR ELASTOMERIC BEARING PAD." MINIMUM CONCRETE COVER TO REINFORCEMENT SHALL BE 50mm. 4. HIGH-STRAIN DYNAMIC TEST USING PILE DRIVING ANALYZER (PDA) SHALL BE CONSTRUCTION UNLESS OTHERWISE SPECIFIED ON DRAWINGS. CONDUCTED ONE (1) AT ABUTMENT AND ONE (1) AT PIER TO DETERMINE/CHECK THE CONSTRUCTION SPECIFICATION: 2013 DPWH STANDARD SPECIFICATIONS FOR ACTUAL BEARING CAPACITY OF THE COMPLETED BORED PILES PRIOR TO HIGHWAYS, BRIDGES & AIRPORTS, VOLUME 11 ( d ) CONSTRUCTION JOINT CONSTRUCTION OF SIMILAR PILES. THE TESTS SHALL BE WITNESSED BY 1 . SETTING OUT ( 1 ) THE POSITION AND FORM OF ANY CONSTRUCTION JOINT SHALL BE AS REPRESENTATIVES FROM THE IMPLEMENTED OFFICE, CONSULTANT, CONTRACTOR THE SETTING OUT AND THE ELEVATIONS OF THE DIFFERENT COMPONENTS OF THE SHOWN ON DRAWINGS OR AS AGREED WITH THE ENGINEER. AND BOD. THE RESULTS SHALL BE SUBMITTED SUBJECT TO APPROVAL BY THE STRUCTURE SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE START OF ANY ( 2 ) THE INTERFACE BETWEEN THE FIRST AND SECOND POUR CONCRETES DESIGNER PRIOR TO CONSTRUCTION OF PILE CAP AND SUPERSTRUCTURE. CONSTRUCTION WORK. SHALL BE ROUGHENED WITH AN AMPLITUDE OF 6mm. MINIMUM. 5. HIGH-STRAIN DYNAMIC TEST SHALL BE DONE SUCH THAT THE REQUIRED ULTIMATE 2 . REINFORCED CONCRETE ( e ) FALSEWORK BEARING CAPACITY IS MOBILIZED AN/OR THE MAXIMUM PERMANENT PILE SET OF a. CONCRETE MIX AND PLACING ALL FALSEWORK SHALL BE DESIGNED BY THE CONTRACTOR SUBJECT TO THE D/120 IS REACHED. HAMMER WEIGHT OF ABOUT 1.5 TO 2.0% OF THE REQUIRED ( 1 ) DESIGN OF CONCRETE MIX SHALL MEET THE DESIGN CONCRETE STRENGTH APPROVAL BY THE ENGINEER. ULTIMATE CAPACITY OF BORED PILES SHALL BE USED AND DROPPED FROM A GIVEN ITEM 1 OF MATERIALS. ( f ) FORMWORK GRADUAL HEIGHT INCREASE. COMPLETE PILE TESTS RESULTS INCLUDING ( 2 ) CONCRETE SHALL BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCE FORM WORKS SHALL BE CONSTRUCTED SUCH THAT IT WILL NOT YIELD UNDER TABULATED RESULT OF ALL BLOWS, CAPWAP ANALYSIS AND RECOMMENDATIONS WITH THE SPECIFICATIONS. THE LOAD AND SHALL BE SUCH AS TO AVOID THE FORMATION OF FINE. ALL SHALL BE SUBMITTED BY THE PILE TEST CONTRACTOR ( 3 ) FOR CONCRETE DEPOSITED AGAINST THE GROUND, LEAN CONCRETE WITH CORNERS OF CONCRETE MEMBERS SHALL BE CHAMFERED TO 20mm. UNLESS HYDRAULIC ANALYSIS A MINIMUM THICKNESS OF 50mm. SHALL LAID FIRST BEFORE INSTALLING NOTED OTHERWISE ON DRAWINGS. STRIPPING OF FORMS AND SHORES DESIGN DISCHARGE ( Q ) = THE REINFORCEMENT. THIS LEAN CONCRETE SHALL NOT BE CONSIDERED IN SHALL BE AS DESIGNATED BY THE ENGINEER. THE FOLLOWING MAYBE USED VELOCITY ( V ) = MEASURING THE STRUCTURAL DEPTH OF CONCRETE SECTION. AS A GUIDE. CATCHMENTS AREA ( A ) =

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. GENERAL NOTES 3 REGION IV-A along Nasugbu-Lian-Calatagan Rd. DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO G - 3 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 3 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 SYMBOLS ABBREVIATIONS LINE OF SYMMETRY OR SIMILARITY

ABT ABOUT ABUT ABUTMENT S U M M A R Y O F Q U A N T I T I E S ABUTMENT NORTH ARROW BEG BEGINNING SUPER- TOTAL BET BETWEEN STRUCTURES BOTT BOTTOM I T E M D E S C R I P T I O N U N I T "A" "B" BR BRIDGE BRG BEARING A. FACILITIES FOR THE ENGINEER INDICATION OF ELEVATION CLR CLEAR A.1.1(8) Provision of Field Office for the Engineer (Rental Basis) month 6.00 cm CENTIMETER Provision of Furnitures/Fixtures, Equipment & Appliances for the Field Office for the COL COLUMN A.1.1 (11) lump sum Engineer 1.00 LIMITS OF DIMENSION CONC CONCRETE CONST CONSTRUCTION A.1.1 (16) Operation & Maintenance of Field Office for the Engineer month 6.00 CONT CONTINOUS A.1.4(1) Provision of Progress Photographs month 6.00 SECTION IN WATER CTR CENTER DET DETAIL B. OTHER GENERAL REQUIREMENTS DIAM DIAMETER SECTION IN EARTH B.5 Project Billboard / Signboard each 2.00 DIAPH DIAPHRAGM DWG DRAWING B.7 Occupational Safety and Health Program month 6.00 EA EACH SECTION IN CONCRETE EF EACH FACE B.8 Traffic Management month 6.00 ELEV ELEVATION B.9 Mobilization / Demobilization lump sum ENGR ENGINEER 1.00 SECTION IN EXISTING CONCRETE STRUCTURE EQ EQUAL F. BRIDGE CONSTRUCTION EW EACH WAY 101(6) Removal of Structures and Obstructions (concrete) cu.m 19.85 ELASTOMERIC BEARING PAD EXP EXPANSION EXT EXTERIOR F. BRIDGE CONSTRUCTION EXIST EXISTING FF FAR FACE &RQFUHWH3LOHFDVWLQ'ULOOHG+ROHVP m. 60.00 BITUMINOUS WEARING SURFACE ON BRIDGES 400(17)a3 FTG FOOTING 400(27)a Pile Integrity Testing (Crosshole-Sonic) each 2.00 2.00 4.00 GEN GENERAL PLAN VIEW AND ELEVATION OF CUT & FILL SLOPES HOR HORIZONTAL 400(28) High Strain Dynamic Testing (P.D.A.) each 2.00 2.00 4.00 HW HIGH WATER INT INTERIOR 401(2)a Concrete Railing, Standard m. 24.08 24.08 PLAN VIEW OF SLOPE PROTECTION INTERM INTERMEDIATE 404(1)a Reinforcing Steel Grade 40 kg. 222.95 222.95 924.28 1,370.18 JT JOINT L LENGTH Reinforcing Steel Grade 60 kg. 6307.33 6307.33 36,420.11 404(1)b 23,805.45 PLAN VIEW OF GROUTED RIPRAP ON SLOPE LG LONG 405(1)b3 Structural Concrete, 20.68Mpa, Class A, 28 days cu.m 44.20 44.20 56.34 144.74 kg KILOGRAM IDENTIFICATION SYMBOL kN KILONEWTON 407(8) Lean Concrete cu.m 1.98 kPa KILOPASCAL m METER 409(1) Welded Structural Steel L.S. 1.00 3 TITLE TARGET mm MILLIMETER BR-3 412(1) Elastomeric Bearing Pads ea. 8.00 MAX MAXIMUM MFWL MAX. FLOODWATER LEVEL 413(1)a Preformed Sponge Rubber Joint Expansion cu.m 0.25 SHEET NUMBER MIN MINIMUM G. DRAINAGE AND SLOPE PROTECTION STRUCTURES MO MIDDLE ORDINATE 3a MPa MEGAPASCAL 505(2)a Grouted Riprap (Class A) cu.m 173.72 SUB - TITLE TARGET N NEWTON BR-3 NF NEAR FACE Stone Masonry 506 cu.m 297.74 No. NUMBER 517(1)a Drain Pipe (Galvanized) m. 8.00 O.C. ON CENTERS O.W.L ORDINARY WATER LEVEL 3 SECTION TARGET PED PREMOULDED EXPANSION JOINT BR-3 QTY QUANTITY 603(3)a1 Metal Guardrail, (Metal Beam) Including Post, W-Beam m. 30.40 R RADIUS 603(4)a Metal Beam End Piece, Fish Tail ea. 8.00 RC REINFORCED CONCRETE 3a RDWY ROADWAY 605(1)j2 Warning Signs 600 mm W2-4B, Intersection and, Junction Signs,T Junction ea. 1.00 DETAIL REFERENCE TARGET BR-3 REINF REINFORCEMENT 605(1)k2 Warning Signs, 600 mm(W2-5B), Intersection and Junction Signs, Y Junction ea. 2.00 SL SLOPE SP SPIRAL Regulatory Signs, 600 mm(R6-4), Miscellaneous Signs Load and Dimension Restriction 605(2)ag3 ea. 2.00 Signs SPCD SPACED ROUND OR DIAMETER SPCS SPACES 612(1) Reflectorized Thermoplastic Pavement Markings White sq.m 20.00 STD STANDARD SQUARE STIR STIRRUP STA STATION STRUCT STRUCTURE AT SYMM SYMMETRY THK THICK & AND TYP TYPICAL VAR VARIABLE CL CENTER LINE VERT VERTICAL VOL VOLUMNE PL PLATE W WIDTH W/ WITH ANGLE SHAPE ɒ & AND

C/C. C to C CENTER TO CENTER

NOTE : 1. THE STAKE - OUT SURVEY BETWEEN THE CONTRACTOR AND THE GOVERNMENT SHALL BE CONSIDERED AS THE FINAL PLAN. 2. THE ITEMS OF WORK IDENTIFIED WITH THE CORRESPONDING COMPUTED QUANTITIES IN THE APPROVED JOINT AS - STAKE SURVEY PLANS WILL BE THE BASIS OF PAYMENT

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) SUMMARY OF QUANTITIES REGION IV-A along Nasugbu-Lian-Calatagan Rd. 4 REGION IV-A along Nasugbu-Lian-Calatagan Rd. DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE ABBREVIATIONS MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO G - 4 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO SYMBOLS PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 4 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 2440

80 2360

DIMENSIONS : ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE

50 DISPLAY AREA INDICATED. 90 70 1220

50 50 x 75 VERTICAL 30 COCO LUMBER 50 30 50 30 50 30

50 50 x 75 VERTICAL

30 COCO LUMBER 1220 50 30 1000 50

110 50 x 50 WOODEN STAKE GROUND LEVEL 80 60 500 70 30 20 30

10 R O A D 50 1000 80 320 2040

ORIENTATION TYPICAL FRAME ELEVATION

DPWH STANDARD PROJECT BILLBOARD

2440

DISPLAY AREA

50 x 75 HORIZONTAL

1220 COCO LUMBER (TARPAULIN 1220 x 2440 x 5 1220 MARINE PLYWOOD)

50 x 75 VERTICAL 50 x 75 VERTICAL COCO LUMBER COCO LUMBER 1000 1000

50 x 50 WOODEN STAKE 50 x 50 WOODEN STAKE GROUND LEVEL GROUND LEVEL 500 500

2440 2440

FRONT ELEVATION REAR ELEVATION

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. PROJECT BILLBOARD 5 REGION IV-A along Nasugbu-Lian-Calatagan Rd. DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO G - 5 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 5 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 4000 12640 4000 APPROACH SLAB (TOTAL LENGTH OF BRIDGE FROM BACK OF BACKWALL) APPROACH SLAB

300 12040 300 (GIRDER FABRICATION LENGTH) 1110

3000 3000 3000 PROPOSED LANE - 1 PROPOSED BRIDGE 3470 WIDENING

EXISTING SIDEWALK & RAILINGS TO REMOVED

EXISTING LANE - 2

EXISTING BALIBAGO TO LIAN PROPER TO CALATAGAN BRIDGE

EXISTING LANE - 3

EXISTING SIDEWALK & RAILINGS TO REMOVED

PROPOSED BRIDGE WIDENING PROPOSED 3470 LANE - 4 3000 3000 3000 1110

1 B R I D G E P L A N B1 B- SCALE: 1 : 100 m.

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 6 REGION IV-A along Nasugbu-Lian-Calatagan Rd. BRIDGE PLAN along Nasugbu-Lian-Calatagan Rd. DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO B - 1 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 6 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 A B U T M E N T " A " A B U T M E N T " B " B E G I N N I N G O F B R I D G E E N D O F B R I D G E TO LIAN PROPER S T A . 1 2 1 + 2 1 4 . 5 0 S T A . 1 2 1 + 2 3 8 . 5 0 TO CALATAGAN R O A D W A Y E L E V A T I O N = 4 9 . 8 2 8 R O A D W A Y E L E V A T I O N = 4 9 . 8 2 8 Log of Borehole 01 Log of Borehole 02

N-VALUE SAMPLE N-VALUE SAMPLE DEPTH IN GRAPHIC N DESCRIPTION AND CLASSIFICATION GROUP DEPTH IN GRAPHIC N DESCRIPTION AND CLASSIFICATION GROUP ( GRAPHICAL) RECOVERY ( GRAPHICAL) RECOVERY METERS LOG VALUE OF MATERIAL SYMBOLS METERS LOG VALUE OF MATERIAL SYMBOLS ( % ) ( % ) 20 40 60 80 100 20 40 60 80 100

VERY STIFF, BROWN SANDY SILT OF VERY STIFF, BROWN SANDY SILT OF ML MH 27 MEDIUM PLASTICITY 26 MEDIUM PLASTICITY 1.50 1.50

HARD BROWN SANDY SILT OF MEDIUM 4000 12640 4000 HARD BROWN SANDY SILT OF MEDIUM APPROACH SLAB (TOTAL LENGTH OF BRIDGE FROM BACK OF BACKWALL) APPROACH SLAB PLASTICITY ML PLASTICITY ML 31 27 3.00 12040 3.00 260 (GIRDER FABRICATION LENGTH) 260 HARD BROWN SANDY SILT OF MEDIUM HARD BROWN SANDY SILT OF MEDIUM PLASTICITY ML PLASTICITY ML 34 1585 1670 1670 1670 1670 1670 1585 31 4.50 4.50

DENSE, GRAY POORLY GRADED SAND DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP FINE TO MEDIUM GRAINED, NON SP 37 PLASTIC 34 PLASTIC 6.00 6.00

DENSE, GRAY POORLY GRADED SAND DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP FINE TO MEDIUM GRAINED, NON SP 39 PLASTIC 37 PLASTIC 7.50 7.50

300 MFL = 7.500 m. DENSE, GRAY POORLY GRADED SAND DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP FINE TO MEDIUM GRAINED, NON SP 43 PLASTIC 40 PLASTIC 9.00 9.00

DENSE, GRAY POORLY GRADED SAND OWL =5.177 m. DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP FINE TO MEDIUM GRAINED, NON SP 44 PLASTIC 44 PLASTIC 10.50 10.50

DENSE, GRAY POORLY GRADED SAND DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP FINE TO MEDIUM GRAINED, NON SP 46 PLASTIC 48 PLASTIC 12.00 12.00

DENSE, GRAY POORLY GRADED SAND DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP FINE TO MEDIUM GRAINED, NON SP 49 PLASTIC 49 PLASTIC 13.50 PP%25('3,/( PP%25('3,/( 13.50 EACH SIDE EACH SIDE VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED LENGTH = 15.00M LENGTH = 15.00M SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 53 PLASTIC 52 PLASTIC 15.00 15.00

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 55 PLASTIC 54 PLASTIC 16.50 16.50

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 58 PLASTIC 57 PLASTIC 18.00 18.00

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 61 PLASTIC 60 PLASTIC 19.50 19.50 VERY DENSE, GRAY POORLY GRADED B R I D G E E L E V A T I O N VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP 2 SAND FINE TO MEDIUM GRAINED, NON SP 65 PLASTIC B1 B- SCALE: 1 : 100 m. 62 PLASTIC 21.00 21.00

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP 700 SAND FINE TO MEDIUM GRAINED, NON SP 68 PLASTIC 65 PLASTIC 22.50 22.50

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED 400 SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 71 PLASTIC 66 PLASTIC 24.00 24.00

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP 1 SAND FINE TO MEDIUM GRAINED, NON SP

PLASTIC 2963 PLASTIC 74 2 70 25.50 39&:((3+2/(6 25.50 @ 2.00 m. O.C. VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED STAGGERED SAND FINE TO MEDIUM GRAINED, NON SAND FINE TO MEDIUM GRAINED, NON SP 600 SP 77 PLASTIC 72 PLASTIC 27.00 27.00

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 80 PLASTIC 1000 74 PLASTIC 28.50 28.50

VERY DENSE, GRAY POORLY GRADED VERY DENSE, GRAY POORLY GRADED 1000 SAND FINE TO MEDIUM GRAINED, NON SP SAND FINE TO MEDIUM GRAINED, NON SP 82 PLASTIC 77 PLASTIC 30.00 30.00 End of Borehole 01 2 G R O U T E D R I P R A P End of Borehole 01 B2 B- SCALE: 1 : 50 m. T H E D E S I G N C O N S U L T A N T S H A L L B E H E L D F U L L Y RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE W I T H O U T T H E C O N F O R M I T Y O F T H E D E S I G N E R .

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) REGION IV-A along Nasugbu-Lian-Calatagan Rd. BRIDGE ELEVATION 7 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE BORELOGS 1 AND 2 MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO B - 2 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 7 13 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS 1 PP63,5$/ 2 PP 2 LOOPS 3 STIFFENER @ 2000mm O.C. WELDED 2 PP63,5$/ PP9(57,&$/%$56 1 WELDED PP 1

106 120 60 120 2 PP63,5$/ PP9(57,&$/%$56 PP 1 PP 3 SPACER BARS STIFFENER SUPPORT 4 1 5 1 BR-5 @ 2000mm O.C. PP 2 LOOPS @ @ 2000mm O.C. PP 2 LOOPS @ 3 2000mm O.C. STIFFENER 3 2000mm O.C. STIFFENER 150 150

106 60 300 120 120 400 WELDED 4 PP67,))(1(5 WELDED SUPPORT BARS 5 BR-5 1400 1000

PP 3 SECTION - 3 4 SECTION - 4 4 SPACER BARS @ 2000mm O.C. BR-5 SCALE 1:10 (A1) BR-5 SCALE 1:10 (A1)

PP 2 4 SPACER BARS NOTE: BR-5 L = 10 x D FOR SINGLE WELD 75 850 75 S = D/2 E = 0.60S 1000 S 1a PP E 1 5 WELD LENGTH = L 5 PP 2 LOOP 3 STIFFENER BARS 11700 SHOWING STIFFENER & SPACER BARS E L D 2 SECTION OF BORED PILE

BR-5 SCALE 1:50 (A1) D

WELD 14900 15000 SECTION ELEVATION

6 7

LENGTH OF BORED PILE ISOMETRIC VIEW WELD DETAILS

2200 NOT TO SCALE NOT TO SCALE

SPLICE BR-5 BR-5 PP#PP2&63,5$/3,7&+ PP#PP2&63,5$/3,7&+

1b PP 6800

PP 4 SPACER BARS 8 SPACING OF MAINBARS @ 2000mm O.C. BR-5 SCALE 1 : 10

NOTE: *5$'(PP 60$//(5*5$'(PP %,**(5 B A R B E N D I N G D I A G R A M 100 A B C D 1000 b a a a a

a c b

7 b BR-5 d e

SPIRAL PITCH LAYOUT MAIN BAR LAYOUT BAR BENDING SCHEDULE FOR 1 BORED PILE

1 TYPICAL DETAIL OF BORE PILE AT ABUTMENT A & B LENGTH UNIT NUMBER TOTAL WEIGHT (kg) LOCA- BAR BAR SPACING BAR CONCRETE SCALE 1:75 (A1) EACH BAR WEIGHT OF BARS BR-5 TION MARK SIZE (mm) SHAPE VOLUME (m3) a b c d e f g h (m) (kg/m) (pcs) Grade 40 Grade 60 DIAMETER = 1a 32 AS SHOWN A 0.300 11.700 ------12.000 6.315 24 - 1,818.62

1b 32 AS SHOWN B 6.800 ------6.800 6.315 24 - 1,030.55

2 16 300 C 0.850 0.090 ------2.671 1.579 167 - 704.01 11.78 3 20 2000 C 0.954 2.5 TURNS ------7.493 2.467 7 - 129.37

4 16 2000 D 0.120 0.106 0.150 0.106 0.120 - - - 0.602 1.579 42 - 39.92 18 x D MIN MIN = D 30 x D MAX MAX = D + 3mm BORED PILE 5 16 2000 D 0.120 0.060 0.150 0.060 0.120 - - - 0.510 1.579 42 - 33.82 T H E D E S I G N C O N S U L T A N T S H A L L B E H E L D F U L L Y LENGTH = 15M THE SCHEDULE OF REINFORCEMENT SHOWN ON THIS TABLE IS FOR REFERENCE ONLY. TOTAL CONCRETE VOLUME RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE Total Weight - 3,756.29 TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE THE CONTRACTOR SHOULD CHECK AND VERIFY ALL DIMENSIONS, SIZES AND QUANTITIES OF REINFORCEMENT. = 11.78 cu.m. W I T H O U T T H E C O N F O R M I T Y O F T H E D E S I G N E R . 5 CRANK SPLICE DETAIL NOTE: BR-5 NOT TO SCALE SPLICES OF MAIN BAR REINFORCEMENT SHOULD BE STAGGERED ALTERNATELY BY AT LEAST 600mm

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) REGION IV-A along Nasugbu-Lian-Calatagan Rd. BORED PILE DETAIL ( ABUT. "A" & "B" ) 8 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE BORED PILE BAR SCHEDULE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO B - 3 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 8 13 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS 1110 3470 340 PROPOSED WIDENING PP# 50 250 770 40 PP# A9 A9 800 150mm O.C. 300 150mm O.C. 800 PP# PP# PP A12 A7 PP A12 A7 300mm O.C. 300mm O.C. PP PP 250 R1 RISER BARS S2 250 900 200 PP 200 R2 S1 PP A8 PP RCDG 200 RISER BARS 200 1.0% PP A6 RCDG EXISTING BRIDGE PP 200 PP# A6 200 S1 200mm O.C 450mm x 850mm x 25mm THK. 1.5% PP A5

275 PP A5 ELASTOMERIC BEARING PAD PP67,55836 S2 PP 50mm RISER DURO 60 175 @100mm O.C. A11 PP67,55836 50mm RISER @100mm O.C. A10 50 PP PP A1 R2 PP5,6(5%$56 S4 TOP BARS PP TOP BARS TOP BARS A1 PP:(% PP5,6(5%$56 PP%$56 S3 (3 EACH SIDE) A3 PP:(% R1 (3 EACH SIDE) A3 775 PP67,55836 A4' PP67,55836 1400 PP @100mm O.C. 1400 A1 @100mm O.C. A4' TOP BARS PP67,55836 A4 PP67,55836 @100mm O.C. A4 LEAN CONCRETE @100mm O.C. LEAN CONCRETE 300 PP PP A2 A2 BOT. BARS BOT. BARS 100 S6 PP 100

S5 PP PP:(% 200 200 200 200 (3 EACH SIDE) A3 1400 PP67,55836 @ 100mm O.C A4 100 1000 100 100 1000 100 PP67,55836 1200 1200 @ 100mm O.C A4'

100 3 SECTION - A 4 SECTION - B PP B4 B11 SCALE: 1 : 30 m. B4 B11 SCALE: 1 : 30 m. BOT. BARS A2

BAR BENDING DIAGRAM

A B C a D E b b a 200 1380 1000 1380 c a a

3760 b

c c a a b b

c a d

300 1 ABUTMENT ELEVATION BAR BENDING SCHEDULE PER ABUTMENT B4 B11 SCALE: 1 : 25 m. DIMENSION (m) LENGTH UNIT NUMBER TOTAL WEIGHT (kg) BAR BAR SPACING BAR CONCRETE LOCATION EACH BAR WEIGHT OF BARS 3 MARK SIZE (mm) SHAPE VOLUME (m ) a b c d e f (m) (kg/m) (pcs) GRADE 40 GRADE 60

A1 25mm AS SHOWN B 0.600 3.660 0.600 4.860 3.854 48 899.100

A2 25mm AS SHOWN B 0.600 3.660 0.600 4.860 3.854 48 899.100

COPING A3 20mm AS SHOWN A 3.660 3.660 2.467 24 216.670 1.00 cu.m

A4 16mm 100 C 1.100 1.300 0.150 5.100 1.579 112 901.734

A4' 16mm 100 C 0.531 1.300 0.150 3.962 1.579 112 700.524

2935 A5 25mm AS SHOWN A 3.660 3.660 3.854 20 282.125 2900 A6 16mm AS SHOWN A 2.600 2.600 1.579 8 32.836

A7 25mm AS SHOWN A 3.660 3.660 3.854 12 169.275

A8 25mm AS SHOWN A 1.680 1.680 3.854 20 129.500 BACKWALL 1.00 cu.m 410 2700 A9 16mm 150 D 0.400 0.120 0.550 1.070 1.579 72 121.620

A10 16mm 100 E 0.172 0.700 2.613 0.350 3.835 1.579 40 242.167

A11 16mm 100 B 2.613 0.700 4.013 1.579 68 430.793

650 200 A12 16mm 300 A 0.800 0.800 1.579 36 45.466

S1 16mm AS SHOWN B 0.750 0.300 1.800 1.579 44 125.030 300

S2 16mm AS SHOWN B 0.750 1.520 3.020 1.579 12 57.211 450 S3 16mm AS SHOWN B 0.750 0.800 2.300 1.579 24 87.142 500

1200 SHEAR BLOCK 1.00 cu.m 600mm x 600mm x 25mm THK. ELASTOMERIC S4 16mm AS SHOWN B 0.750 0.800 2.300 1.579 28 101.666 BEARING PAD DURO 60 900 S5 16mm AS SHOWN B 0.750 0.100 1.600 1.579 8 20.207 400 S6 16mm AS SHOWN B 0.750 0.800 2.300 1.579 28 101.666

R1 16mm AS SHOWN B 0.500 0.422 1.422 1.579 40 89.795 RISER 1.00 cu.m 920 510 1620 510 200 R2 16mm AS SHOWN B 0.500 0.850 1.850 1.579 40 116.821

TOTAL WEIGHT (KGS.) THE SCHEDULE OF REINFORCEMENT SHOW ON THIS TABLE IS FOR REFFERENCE ONLY. THE CONTRACTOR SHOULD CHECK AND VERIFY ALL DIMENSIONS, SIZES AND QUANTITIES OF REINFORCEMENT. T H E D E S I G N C O N S U L T A N T S H A L L B E H E L D F U L L Y TOTAL VOLUME OF CONCRETE 4.00 cu.m RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE 2 ABUTMENT PLAN TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE B4 B11 SCALE: 1 : 25 m. W I T H O U T T H E C O N F O R M I T Y O F T H E D E S I G N E R .

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) REGION IV-A along Nasugbu-Lian-Calatagan Rd. ABUTMENT DETAIL 9 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE ( COPING , BACKWALL,SHEAR BLOCK & RISERS REINF. DETAILS) MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO B - 4 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 9 13 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS 760 1110 2 50 300 B13 B18 2909 1110 PP 50 AS3 PP (4 EACH SIDE) P1 50 2559 300 300 760 PP P3 20x20 CHAMFER P3 PP 3 B13 B18 PP PP PP P3 AS1 P1 PP# (4 EACH SIDE) P2 PP# 250mm O.C. AS1 PP P2 PP PP# 250mm O.C. P1 AS2 900 900 (4 EACH SIDE) 250mm O.C. 40 PP# PP# P2 PP# S1 250mm O.C. 2593 AS2 4 250mm O.C. 250mm O.C. B13 B18 PP# 2943 AS2 PP# 2900 2900 275 275 250mm O.C. P2 250mm O.C.

5 B13 B18 PP#PP2& W3 (EXTERIOR HOR. BARS) AS3 PP PP PP#PP2& PP#PP2& STIFFENER (EXTERIOR HOR. BARS) W3 W6 W1 (INTERIOR HOR. BARS) PP#PP2& (STAGGERED) W1 (INTERIOR HOR. BARS) 200 200

300 300 300 PP PP9(57 PP9(57 STIFFENER 2713 2713 BARS @ PP#PP2& W6 BARS @ (STAGGERED) 200mm O.C. W5 W4 (EXTERIOR HOR. BARS) W5 200mm O.C. 450 50 1060

(BOTH SIDES) (BOTH SIDES) 1200 PP#PP2& W2 (INTERIOR HOR. BARS) 900 900 6 B13 B18 PP#PP2& PP#PP2& (EXTERIOR HOR. BARS) W4 W2 (INTERIOR HOR. BARS)

LEAN CONCRETE LEAN CONCRETE 100 100 650 3 SECTION - B 4 SECTION - B 200 200 (300) 200 B5 B18 SCALE: 1 : 25 m. B5 B18 SCALE: 1 : 25 m. 1 WINGWALL ELEVATION B5 B18 SCALE: 1 : 25 m. 2 WINGWALL SECTION - B B5 B18 SCALE: 1 : 25 m.

BAR BENDING DIAGRAM 1110

A B a C D E F G H 760 a a b 300 c 50 c b b a b d c b 50

b a b e a a c a a f b d c c PP9(57 PP9(57 BARS @ BARS @ BAR BENDING SCHEDULE PER ABUTMENT W5 200mm O.C. W5 200mm O.C. PP#PP2& (BOTH SIDES) PP#PP2& (BOTH SIDES) W3 W4 DIMENSION (m) LENGTH UNIT NUMBER TOTAL WEIGHT (kg) (EXTERIOR HOR. BARS) (EXTERIOR HOR. BARS) BAR BAR SPACING BAR CONCRETE LOCATION EACH BAR WEIGHT OF BARS 3 MARK SIZE (mm) SHAPE VOLUME (m ) a b c d e f (m) (kg/m) (pcs) GRADE 40 GRADE 60

2593 PP#PP2& PP#PP2& W1 25mm 150 A 0.200 2.927 0.500 3.672 3.854 36 509.490 PP W1 W2 STIFFENER W6 (INTERIOR HOR. BARS) (INTERIOR HOR. BARS) W2 25mm 150 A 0.200 3.470 0.500 4.170 3.854 36 578.588 (STAGGERED)

W3 25mm 300 B 0.200 2.810 0.500 3.510 3.854 20 270.563 PP WINGWALL 1.00 cu.m STIFFENER W6 W4 25mm 300 B 0.200 3.470 0.500 4.170 3.854 20 321.438 (STAGGERED)

W5 16mm 200 C 0.400 2.768 3.168 1.579 104 520.126 0.525 W6 12mm AS SHOWN D 0.150 0.150 0.825 0.888 240 175.824 (AVE) AS1 12mm AS SHOWN E 2.612 0.319 5.810 0.888 24 123.823

300 APPROACH SIDEWALK AS2 16mm 250 F 0.200 0.175 0.978 0.200 0.246 0.300 2.099 1.579 12 39.763 1.00 cu.m

AS3 12mm AS SHOWN G 0.744 0.320 2.430 0.333 3.827 0.888 40 135.935

P1 16mm AS SHOWN E 2.547 0.265 2.812 1.579 32 142.055

PARAPET WALL P2 16mm 250 C 1.450 0.200 3.100 1.579 96 469.811 1.00 cu.m

P3 16mm AS SHOWN H 1.200 0.368 2.578 4.146 1.579 8 52.361

5 SECTION - B 6 SECTION - B B5 B18 SCALE: 1 : 25 m. B5 B18 SCALE: 1 : 25 m. T H E D E S I G N C O N S U L T A N T S H A L L B E H E L D F U L L Y RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE W I T H O U T T H E C O N F O R M I T Y O F T H E D E S I G N E R .

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) REGION IV-A along Nasugbu-Lian-Calatagan Rd. WINGWALL AND APPROACH SIDEWALK DETAILS 10 DOMINIC C. SALVADOR BATANGAS I DISTRICT ENGINEERING OFFICE MICHAEL JOHN R. RAYMUNDO FLORENCIA G. CORDOVA BENCIO A. AGUZAR JOEL F. LIMPENGCO B - 5 PRC NO. : 112400 PTC NO. : 5042903 BATANGAS CITY CONTRACT I.D. : 2017 10 13 ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ISSUED : FEBRUARY 14, 2014 MARIKINA CITY PROJECT LOCATION : Brgy Balibago, Lian, BATANGAS 12640 (TOTAL LENGTH OF BRIDGE FROM BACK OF BACKWALL) BAR BENDING DIAGRAM 300 12040 300 (GIRDER FABRICATION LENGTH) A B C b S6 PP S5 PP d f b g a e

PP723 %27 g a

a c c PP a e b f SG1 S4 BARS @ 150MM O.C. d 1110 D E F c G a a a PROPOSED WIDENING b d b 3470 SHOWING LONGITUDINAL BARS b a

BAR BENDING SCHEDULE PER ABUTMENT

DIMENSION (m) LENGTH UNIT NUMBER TOTAL WEIGHT (kg) BAR BAR SPACING BAR CONCRETE LOCATION EACH BAR WEIGHT OF BARS 3 MARK SIZE (mm) SHAPE VOLUME (m ) a b c d e f g (m) (kg/m) (pcs) GRADE 40 GRADE 60 EXISTING BALIBAGO

ȭ S1 16mm 300 A 0.100 4.450 0.100 4.650 1.579 84 616.627

7700 BRIDGE S2 16mm 300 B 0.100 1.709 0.166 0.750 0.170 1.756 0.100 4.751 1.579 84 630.021 OF BRIDGE

S3 16mm 300 C 0.100 1.350 0.060 2.170 0.170 0.940 0.100 4.890 1.579 84 648.453

S4 16mm 150 D 12.540 12.540 1.579 24 475.116 SLAB 1.00 cu.m S5 25mm AS SHOWN D 12.540 12.540 3.854 24 1159.950

PP&$17,/(9(5 S6 25mm AS SHOWN D 12.540 12.540 3.854 28 1353.275 S7 BARS @ 120mm O.C. S7 16mm 120 E 1.754 0.140 1.894 1.579 210 627.899 PP723%$56 PROPOSED WIDENING S1 @ 300mm O.C. SG1 20mm AS SHOWN D 12.540 12.540 2.467 8 247.456

3470 SHOWING TRANSVERSE BARS PP%27%$56 S3 @ 300mm O.C. SW1 16mm 200 F 1.000 0.175 0.980 0.350 0.000 1.579 0 0.000

PP75866%$56 SIDEWALK SW2 12mm 300 G 0.490 0.340 0.000 0.888 0 0.000 1.00 cu.m S2 @ 300mm O.C.

1110 SW3 12mm AS SHOWN D 12.040 0.000 0.888 0 0.000

1 BRIDGE DECK FRAMING PLAN B6 B11 SCALE: 1 : 100 m.

3470 1110 CLEAR ROADWAY SIDEWALK WELDED 760 50 250 50 ɒ 75x75x1/4 EXISTING PP7,(6# R2 200mm O.C. PP723%$56 75 13 75

S1 50 PP7,(6# @ 300mm O.C. R3 200mm O.C. 200 PP75866%$56 PP56%VSDFHG#PP PP S2 @ 300mm O.C. 50 200 R1 (HAND RAIL)

SEE EXPANSION DAM 900 PP723 %27 114

PP SW3 S4 DETAIL 40 200 PP BARS @ 150mm O.C. SG1 PP# (RAIL POST) SW1 1.0% 250 200mm O.C. SG1 PP PP SG1 50 100

1.5% 1754 275 200

200 175

31 50

182 54 PP S5 50 PP%27%$56 PP# S3 25 300mm O.C. SW2 @ 300mm O.C. PP&$17,/(9(5 450mm X 1000mm 450mm X 1000mm S7 BARS @ 120mm O.C. RCD GIRDER RCD GIRDER S6 PP 5 E X P A N S I O N D A M D E T A I L 1000 450 1680 450 950 B7 B11 SCALE: 1 : 10 m.

1 D E C K S LA B R E I N F OR C E M E N T D E T A IL S 1 D E C K S L A B C O N C R E T E D I M E N S I O N S B6 B11 SCALE: 1 : 25 m. B6 B11 SCALE: 1 : 25 m.

T H E D E S I G N C O N S U L T A N T S H A L L B E H E L D F U L L Y RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE W I T H O U T T H E C O N F O R M I T Y O F T H E D E S I G N E R .

12040 SIDEWALK 10 @ 100 17 @ 150 REST @ 250 17 @ 150 10 @ 100 SLAB PP PP PP PP PP STIRRUPS STIRRUPS G1 723%$56 STIRRUPS G3 :(% STIRRUPS STIRRUPS 4 BARS BR-4

PP*,'5$,1 PIPE (PAINTED) ZPP648$5(

1000 BARS WELDED AROUND PIPE

253 763

1017 ROADWAY SLAB 1 RCDG ELEVATION B4 B11 SCALE: 1 : 100 m. 6 DOWNSPOUT PLAN B7 B11 SCALE: 1 : 10 m.

110 110 110 110 G5 PP'2:(/ G6 PP'2:(/ 180 180 879 723%$56 G1 723%$56 G1 125 125 125

PP67,55836 PP67,55836 188

G4a SPACED @ 10@100 G4b SPACED @ 10@100 375

17@150,REST @ 250 O.C 17@150,REST @ 250 O.C 188 1000 1000 :(%%$56 :(%%$56 G3 188 G3 EACH FACE TOP OF

EACH FACE 375 SIDEWALK G2' %27%$56 188 G2 %27%$56 125 125 G2 %27%$56 450 450 500 450 500 450

EXTERIOR DOWELS TOP OF SECTION @ SUPPORT SECTION @ MIDSPAN EXTERIOR DOWELS @ MIDSPAN @ END ROADWAY

PP 2 RCDG SECTION DETAILS SQUARE BARS WELDED B4 B11 SCALE: 1 : 100 m. AROUND PIPE

BOTTOM OF ROADWAY (TOP OF GIRDER) PP*,'5$,1 PIPE (PAINTED)

7 S E C T I O N - 4 BAR BENDING DIAGRAM B7 B11 SCALE: 1 : 10 m.

DIMENSION (mm) LENGTH UNIT NUMBER TOTAL WEIGHT (kg) BAR BAR BAR CONCRETE EACH BAR WEIGHT OF BARS MARK SIZE SHAPE VOLUME (m 3) a b c d e f g h (m) (kg/m) (pcs) GRADE 40 GRADE 60 A a B b G1 36mm A 12.000 9.000 7.992 40 2,877.120

G2 36mm A 12.000 9.000 7.992 40 2,877.120 a

G2' 36mm A 6.020 7.400 7.992 8 473.126

G3 36mm A 12.000 9.000 7.992 32 2,301.696 25.92cu.m a a a G4a 16mm C 0.350 0.900 0.100 2.700 1.579 328 1,398.067 c TOP OF SIDEWALK G4b 16mm D 0.150 1.130 0.200 2.760 1.579 328 1,429.135

C G5 25mm B 0.150 0.900 1.050 3.854 104 420.875 b TOP OF ROADWAY

b b G6 25mm A 1.450 1.450 3.854 104 581.208 PP648$5( BARS WELDED PP*, AROUND PIPE C DRAIN PIPE BOTTOM OF (PAINTED) ROADWAY D (TOP OF GIRDER)

8 S E C T I O N - 5 B7 B11 SCALE: 1 : 10 m.

T HE DE SIG N C O NS UL TA NT SH AL L BE HE LD FU LLY RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE WITHOUT THE CONFORMITY OF THE DESIGNER.

3711

PP# PP# AS5 160mm O.C. AS2 230mm O.C. BAR BENDING DIAGRAM c a A B C D E

a e PP d AS1' a a a b b d b PP AS3 b b e e PP# c AS1 160mm O.C. a f c

BAR BENDING SCHEDULE PER ABUTMENT

DIMENSION (m) LENGTH UNIT NUMBER TOTAL WEIGHT (kg) BAR BAR SPACING BAR CONCRETE LOCATION EACH BAR WEIGHT OF BARS MARK SIZE (mm) SHAPE VOLUME (m 3) EXISTING a b c d e f g (m) (kg/m) (pcs) GRADE 40 GRADE 60 4000 BRIDGE AS1 25mm 160 B 3.900 0.150 4.200 3.854 168 2719.500

AS1' 25mm 160 B 3.210 0.150 3.510 3.854 8 108.225

2639

2600 AS2 16mm 230 A 3.800 3.800 1.579 96 575.898 APPROACH AS2' 16mm 230 A 3.500 3.500 1.579 48 265.216 1.00 cu.m SLAB AS3 25mm AS SHOWN C 2.450 1.420 0.050 3.920 3.854 8 120.867

AS4 25mm AS SHOWN A 3.800 3.800 3.854 8 117.167

AS5 12mm 160 D 0.150 0.440 0.440 0.116 0.386 0.223 0.150 1.905 0.888 92 155.631

D1 28mm AS SHOWN A 1.700 1.700 4.835 16 131.503 PP# 450 300 AS2' 160mm O.C. DIAPHRAM D2 25mm AS SHOWN A 4.262 4.262 3.854 8 131.412 1.00 cu.m 3471 D3 16mm 150 E 0.150 1.067 0.150 1.067 0.150 2.584 1.579 44 179.488 BRIDGE DECK SLAB TOTAL WEIGHT (KGS.) THE SCHEDULE OF REINFORCEMENT SHOW ON THIS TABLE IS FOR REFFERENCE ONLY. THE CONTRACTOR SHOULD CHECK AND VERIFY ALL DIMENSIONS, SIZES AND QUANTITIES OF REINFORCEMENT. TOTAL VOLUME OF CONCRETE 2.00 cu.m

SIDEWALK CLEAR ROADWAY

4 1 A P P R O A C H S L A B R E I N F O R C E M E N T D E T A I L P L A N BR-10 D1 PP B7 B11 SCALE: 1 : 30 m. D2 PP PP D2 SLAB REINFORCEMENT 1.5% 200 50

4000 PP7,(6 D3 @ 150mm

PP# 1217 O.C. 12 x 12mm 160mm O.C. AS1 975 SEALANT PP7,(6 D3 @ 150mm PP D1 O.C. 250

550 12mm PEJ PP# PP# 300 AS5 AS2 FILLER 160mm 230mm O.C. 1690 O.C. 250 AS4 PP ABUTMENT BACKWALL 4 INTERMEDIATE DIAPHRAGM DETAIL 4 S E C T I O N - 3 300 200 3500 B7 B11 SCALE: 1 : 25 m. B7 B11 SCALE: 1 : 25 m.

2 S E C T I O N - 2 B7 B11 SCALE: 1 : 25 m. TH E D ES IG N CO N SU LT AN T S HA LL B E H EL D FU LL Y RESPONSIBLE FOR ANY OF THE STRUCTURES FAILURE DUE TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADE WITHOUT THE CONFORMITY OF THE DESIGNER.