REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION IV-A QUEZON 2ND DISTRICT ENGINEERING OFFICE LUCENA CITY C.Y. 2021 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR OO2: Protect Lives and Properties Against Major Floods, Flood Management Program, Construction/Maintenance of Flood Mitigation Structures and Drainage Systems, Construction of Seawall, Barangay Barra, Lucena City, Quezon ORIGINAL STATION LIMIT STA. 000+000.00 - STA. 000+205.00 L = 205.00 l.m. SUBMITTED: RECOMMENDED: APPROVED: FAUSTINO MARK ANTHONY WILFREDO L. RACELIS MA. CHYMBELIN D. IBAL S. DE LA CRUZ ENGINEER III ASSISTANT DISTRICT ENGINEER CHIEF, PLANNING AND DESIGN SECTION OIC - OFFICE OF THE ASSISTANT OIC - OFFICE OF THE DISTRICT DATE: DISTRICT ENGINEER ENGINEER DATE: DATE: PANUKULAN BURDEOS GENERAL NAKAR Palasan Island Burdeos Bay Patnanungan Island PULONG POLILLO Polillo Strait POLILLO RODRIGUEZ INFANTA A. GENERAL RIZAL TANAY G - 1 01/11 COVER SHEET BARAS REAL BINANGONAN FAMY PILILLA SINILOAN PANGIL G - 2 02/11 KEY MAP AND INDEX OF DRAWINGS PAETE TANZA Talim Island JALA-JALA Laguna de Bay NAIC DASMARIÑAS LUMBAN SANTA ROSA Cabalete Island Lamon Bay TERNATE PAGSANJAN CAVINTI G - 3 03/11 CABUYAO CAVITE SILANG LAGUNA CALAMBA MAUBAN AMADEO LOS BAÑOS PEREZ CALAUAN BAY LUCBAN PULONG ALABAT ALFONSO TAGAYTAY G - 4 04/11 NASUGBU GENERAL CONSTRUCTION NOTES Mount SAN PABLO Banahao Calauag Bay TALISAY QUEZON CALAUAG TAYABAS Lopez Bay QUEZON LUY TAGKAWAYAN ATIMONAN LIAN PAGBILAO CALACA LEMERY TIAONG B. ROADS BALAYAN LIPA LUCENA Pagbilao Grande Island CANDELARIA TAAL SARIAYA GUMACA SAN JOSE AGDANGAN PADRE GARCIA CALATAGAN Balayan Bay UNISAN GUINAYANGAN IBAAN ROSARIO BAUAN PITOGO LOPEZ 05/11 SUMMARY OF QUANTITIES BATANGAS MACALELON BATANGAS SAN JUAN MABINI BUENAVISTA GENERAL LUNA LOBO LAIYA 06/11 SEAWALL TYPICAL 1.0 TINGLOY PROJECT SITE CATANAUAN SAN NARCISO MULANAY 07/11 SEAWALL TYPICAL 2.0 SAN FRANCISCO 08/11 DPWH FIELD OFFICE SAN ANDRES 09/11 DPWH BILLBOARD B.2 PLAN AND PROFILE 10/11 PLAN AND PROFILE (STA. 000+000.00 - STA 000+205.00) C. CROSS SECTION 11/11 CROSS SECTION (STA. 000+000.00 - STA. 000+205.00) KEY MAP INDEX OF DRAWINGS NOT TO SCALE DRAFTED: PROJECT NAME AND LOCATION : SHEET CONTENTS : REVIEWED AS TO DESIGN CONCEPT: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES JAY-R M. ACOB DEPARTMENT OF PUBLIC WORKS & HIGHWAYS ENGINEER II REGION IV-A OO2: Protect Lives and Properties Against Major Floods, Flood Management Program, Construction/Maintenance of Flood CHARLOTTE KAYE A. FAUSTINO MARK G 2 PREPARED: QUEZON II DISTRICT ENGINEERING OFFICE Mitigation Structures and Drainage Systems, KEY MAP AND INDEX OF DRAWINGS CONSTANTINO ANTHONY S. DE LA CRUZ WILFREDO L. RACELIS MA. CHYMBELIN D. IBAL Construction of Seawall, Barangay Barra, 2 4 11 DALAHICAN RD., LUCENA CITY, QUEZON Lucena City, Quezon EVARESTO C. MALONES JR. ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ENGINEER III ASSISTANT DISTRICT ENGINEER OIC - Office of the Assistant District Engineer OIC - Office of the District Engineer ENGINEER II DATE: DATE: DATE: DATE: THIS SITE L OCATION MAP VICINITY MAP N OT TO SCALE NOT TO SCALE START OF PROJECT STA. 000 + 000.00 END OF PROJECT STA. 000 + 205.00 BM2 (CONCRETE NAIL) N=1536609.852 E=349815.564 ELEV.=51.654 BM1 (CONCRETE NAIL) N=1536709.823 E=349567.485 ELEV.=51.611 LAYOUT PLAN NOT TO SCALE DRAFTED: PROJECT NAME AND LOCATION : SHEET CONTENTS : REVIEWED AS TO DESIGN CONCEPT: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES JAY-R M. ACOB DEPARTMENT OF PUBLIC WORKS & HIGHWAYS ENGINEER II REGION IV-A OO2: Protect Lives and Properties Against Major Floods, Flood Management Program, Construction/Maintenance of Flood CHARLOTTE KAYE A. FAUSTINO MARK G 3 LOCATION MAP, VICINITY MAP PREPARED: QUEZON II DISTRICT ENGINEERING OFFICE Mitigation Structures and Drainage Systems, MA. CHYMBELIN D. IBAL Construction of Seawall, Barangay Barra, AND LAYOUT PLAN CONSTANTINO ANTHONY S. DE LA CRUZ WILFREDO L. RACELIS DALAHICAN RD., LUCENA CITY, QUEZON 3 4 11 Lucena City, Quezon EVARESTO C. MALONES JR. ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ENGINEER III ASSISTANT DISTRICT ENGINEER OIC - Office of the Assistant District Engineer OIC - Office of the District Engineer ENGINEER II DATE: DATE: DATE: DATE: GENERAL CONSTRUCTION NOTES 1.0 SPECIFICATIONS 7.0 DRAINAGE STRUCTURES SIZES OF 90 - DEGREE AND 180 - DEGREE HOOKS d 1.1 ALL WORKS SHALL COMPLY WITH THE "DPWH STANDARD SPECIFICATIONS FOR 7.1 EXACT LOCATIONS, SLOPES, OUTFALLS AND INVERT ELEVATIONS OF DRAINAGE d d HIGHWAYS, BRIDGES AND AIRPORTS", 2013 EDITION. STRUCTURES SHALL BE CHECKED IN THE FIELD BY THE ENGINEER. MINOR d ADJUSTMENTS MAY BE MADE TO SUIT ACTUAL FIELD CONDITIONS WITH APPROVAL 4d OR 63mm. OF THE ENGINEER. 90° 180° 7.2 ANY REVISION, REMOVAL, CLEANING AND / OR RE - LAYING OF DRAINAGE PIN DIAMETER D = 6d FOR 10mm. Ø THRU 25mm. Ø STRUCTURES AS DIRECTED BY THE ENGINEERS TO SUIT EXISTING FIELD CONDITIONS 2.0 DIMENSIONS D = 8d FOR 30mm. THRU 36mm. Ø SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT 2.1 DISTANCE BETWEEN HORIZONTAL CONTROL POINTS INCLUDING REFERENCE POINTS SIZES FOR STIRRUPS AND TIE HOOKS ITEMS. NO DIRECT PAYMENTS SHALL BE MADE FOR THIS WORK UNLESS OTHERWISE 6d OR 63mm. ARE MEASURED AND EXPRESSED IN METER. SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. 2.2 UNLESS OTHERWISE SPECIFIED, DIMENSIONS OF PIPES, BOX CULVERTS, BRIDGES 6d OR 63mm. 7.3 EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE AND OTHER STRUCTURES ARE MEASURED AND EXPRESSED IN MILLIMETERS. CONTRACTOR THAT ARE STILL SERVICEABLE SHALL TURNED OVER THE 2.3 ALL OTHER DIMENSIONS ARE EXPRESSED IN METERS. d d GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE d d PIN DIAMETER D = 4d FOR 16mm. Ø AND SMALLER MATERIALS DURING THE REMOVAL AND HANDLING. D = 5d FOR 20mm. AND 25mmØ NOTES: BENDS AND HOOKS IN STIRRUPS OR TIES MAY BE BENT TO THE 3.0 STATIONING DIAMETER OF THE REINFORCING BAR CLOSED THEREIN. 3.1 STATIONING OF ROADS BRIDGES, RCPC AND OTHER STRUCTURES AND ELEMENTS OF 8.0 CONCRETE HORIZONTAL AND VERTICAL CURVES SHOWN ON THE PLAN ARE RECKONED FROM 8.1 CONCRETE STRENGTH BY CLASS. THE ROADWAYS CENTERLINE. 3.2 STATIONS ARE LOCATED AT EVERY 100.00m., AT EVERY CULVERT AND BRIDGE 28 DAYS CYLINDER STRENGTH MAX SIZE OF COARSE AGGREGATE 9.4 UNLESS OTHERWISE SHOWN ON THE DRAWINGS, THE CLEAR DISTANCE BETWEEN CLASS mm. ( in ) APPROACH, AND AT EVERY PARTICULAR POINT OF HORIZONTAL GEOMETRY. MPa PSi PARALLEL BAR SHALL NOT BE LESS THAN THE NOMINAL DIAMETER OF THE BARS A 20.70 3,000 38 ( 1 - 1/2 ) B 16.50 2,400 50 ( 2 ) NOT 1 - 1/3 TIMES THE MAXIMUM SIZE OF THE COARSE AGGREGATE WHEN C 20.70 3,000 12.7 ( 1/2 ) REINFORCEMENT IN THE BEAMS OR GIRDER IS PLACED IN TWO OR MORE LAYERS. D 37.70 5,000 19 ( 3/4 ) THE CLEAR DISTANCE BETWEEN LAYERS SHALL NOT BE LESS THAN 25mm. NOR ONE LEAN 9.90 1,400 BAR DIAMETER AND THE BARS IN THE UPPER LAYER SHALL BE PLACED DIRECTLY 8.2 ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED OR AS DIRECTED ABOVE IN THE BOTTOM LAYER. 4.0 HORIZONTAL AND VERTICAL ALIGNMENT BY THE ENGINEER. 9.5 EXCEPT OTHERWISE SHOWN ON THE DRAWINGS, MINIMUM CONCRETE COVER SHALL 4.1 NO ALTERATION / CHANGE IN ALIGNMENT SHALL BE MADE UNLESS EXISTING FIELD BE PROVIDED FOR REINFORCEMENT AS FOLLOWS. CONDITIONS SO WARRANT AND ONLY UPON APPROVAL BY THE ENGINEER. 4.2 FINISHED GRADE ELEVATION SHOWN ON PLAN AND PROFILE SHEETS REFERS TO THE FINISHED GRADE LEVEL AT CENTER AS SHOWN ON TYPICAL ROAD SECTION. 9.0 REINFORCING STEEL MAX SIZE OF COARSE AGGREGATE mm. ( in ) MINIMUM CLEAR 4.3 GROUND LEVEL SHOWN ON THE PLAN AND PROFILE SHEETS REFERS TO THE COVER, mm. (in) 9.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ELEVATION OF ORIGINAL GROUND ALONG THE CENTERLINE OF THE PROJECT ROAD. CONCRETE IN A MARINE ENVIRONMENT OR CONCRETE APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHOULD SHOW DETAILS FOR ALL CORRECTIONS / CHANGES IN GRADIENTS WILL BE DONE ON THE ORIGINAL CAST AGAINST AND PERMANENT EXPOSED TO EARTH. 75 ( 3 ) FABRICATION AND FOR PLACING REINFORCING STEEL. ONLY THOSE NECESSARY FOR CONCRETE EXPOSED TO EARTH OR WEATHER GROUND UPON THE APPROVAL OF THE ENGINEER. PRIMARY REINFORCEMENT 50 ( 2 ) THE PROPER LOCATION OF THE STEEL ARE REQUIRED ON THE DRAWINGS. BENDING STIRRUPS, TIES & SPIRAL 40 ( 1 - 1/2 ) DETAILS MAY BE SHOWN ON A SEPARATE SHEET. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 9.2 NO MORE THAN ONE BAR IN THREE SHALL BE SPLICED AT THE SAME SECTION PRIMARY REINFORCEMENT 40 ( 1 - 1/2 ) UNLESS OTHERWISE SHOWN SPLICING SHALL BE KEPT TO A MINIMUM AND SHOULD STIRRUPS, TIES & SPIRAL 25 ( 1 ) CONCRETE DECK SLABS BE STAGGERED AND LAPPED NOT LESS THAN 40 BAR DIAMETER UNLESS OTHERWISE TOP REINFORCEMENT 50 ( 2 ) SHOWN ON DRAWING. WHERE THE CLEAR DISTANCE BETWEEN LAPPED BARS DO BOTTOM REINFORCEMENT 26 ( 1 ) 5.0 ROAD CONNECTIONS AND SHOULDER IMPROVEMENT NOT MEET THE REQUIREMENTS IN ITEM 12.4 THE CONTRACTOR SHALL USED 5.1 APPROACHES AND CONNECTIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR CRANKED SPLICES AS DETAILED BELOW. AS SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER IN SUCH MANNER AS TO 10.0 PAVEMENT DESIGN ENSURE SMOOTH CONNECTION AND GOOD RIDING QUALITY. 10.1 ADOPT 0.28m. thk. PCCP 5.2 EXACT LOCATIONS OF INTERSECTING ROADS WHERE ( NO. 5.1 ) ABOVE APPLIES, MIN. 4 OFFSET SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. MAX. d + 3 LAP VERTICAL 20mm.