Department of Public Works and Highways Region Iv-A Quezon 2Nd District Engineering Office Lucena City

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

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

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

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. Ø MIN DIAMETER = MIN=12d 36mm. Ø MAX

6.0 REMOVAL OF EXISTING STRUCTURE AND OBSTRUCTION 6.1 PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAIN LINES, ELECTRICAL POWER 9.3 BAR SHALL BE BENT COLD, NO BAR PARTIALLY EMBEDDED IN CONCRETE SHALL BE LINES & POLES, IRRIGATION CHANNELS, TELEPHONE POST AND TRUNK LINES. ETC. FIELD BENT, UNLESS SHOWN ON THE DRAWING OR ESPECIALLY PERMITTED BY THE THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS PROJECT SHALL BE ENGINEER. HOOKS SHALL BE FABRICATED AS SHOWN BELOW UNLESS OTHERWISE RELOCATED BY THE ENTITY OR OWNER CONCERNED. EXTREME PRECAUTION SHALL INDICATED ON THE DRAWING BAR SHALL BE BENT AROUND A PIN WITH A MINIMUM BE EXERCISED AND DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF DIAMETER D. CONTRACTOR.

2.00 1.00 1.00

391.24 1.00 45.00 218.51

15,439.816 28,769.75 677.90 640.00 77.87 1,025.00 1,271.00

8.00

NOTE :

1 ) THE STAKE OUT SURVEY BETWEEN THE CONTRACTOR AND THE GOVERNMENT SHALL BE CONSIDERED AS THE FINAL PLAN.

2 ) THE ITEM OF WORK IDENTIFIED WITH THE CORRESPONDING COMPUTED QUANTITIES IN THE APPROVED JOINT AS STAKE SURVEY PLANS WILL BE THE BASIS OF PAYMENT .

C A B

DETAIL OF WEEPHOLES WEEPHOLES PARTIAL ELEVATION

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 R 6 PREPARED: QUEZON II DISTRICT ENGINEERING OFFICE Mitigation Structures and Drainage Systems, SEAWALL TYPICAL 1.0 CONSTANTINO ANTHONY S. DE LA CRUZ WILFREDO L. RACELIS MA. CHYMBELIN D. IBAL Construction of Seawall, Barangay Barra, 2 5 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: 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 R 7 PREPARED: QUEZON II DISTRICT ENGINEERING OFFICE Mitigation Structures and Drainage Systems, SEAWALL TYPICAL 2.0 CONSTANTINO ANTHONY S. DE LA CRUZ WILFREDO L. RACELIS MA. CHYMBELIN D. IBAL Construction of Seawall, Barangay Barra, 3 5 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: W 1

W 2

D W 1 1

7 SEC. DET. OF WINDOW 8 DETAIL OF RAFTER TRUSS (5-SETS) A-4 SCALE 1:100 MTS A-4 SCALE NTS

1 FLOOR PLAN 2 ROOF PLAN A-4 SCALE 1:100 MTS A-4 SCALE 1:100 MTS

PERSPECTIVE

W GENERAL NOTES: 1 D-1 W-1 W-2

1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE D 1 PROVISIONS OF THE PHILIPPINE PLUMBING CODE, THE NATIONAL BUILDING CODE, AND THE RULES AND REGULATIONS OF THE LOCAL GOVERNMENT. 2. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS. 3 9 THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY FOUND FRONT ELEVATION SCHEDULE OF DOORS & WINDOWS SCALE 1:100 MTS SCALE NTS HEREIN. A-4 A-4 3. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS. ANY RELOCATIONS REQUIRED FOR PROPER EXECUTION ON OTHER TRADES SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR ENGINEER. 4. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION DEPTHS AND INVERT ELEVATIONS OF ALL EXISTING PIPES AND STRUCTURES VERIFIED BY THE CONTRACTOR. 10 FOUNDATION PLAN 11 ROOF FRAMING PLAN SCALE 1:100 MTS SCALE 1:100 MTS 5. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 0.5% MINIMUM UNLESS A-4 A-4 OTHERWISE SPECIFIED. 6. SIZES OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH THE W MANUFACTURERS INSTRUCTIONS. 2 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE AND COORDINATE THE WORKS WITH THE SEWER EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE CONNECTING POINT. 8. ALL PIPE SIZES ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 4 RIGHT SIDE ELEVATION 12 DET. SEC. OF WALL FTG. (WF) A-4 SCALE 1:100 MTS A-4 SCALE NTS a b

20W 20W

LEGEND & SYMBOLS: Sabc

LPP

1-40 WATTS, FLOURESCENT LAMP SP/WP SOIL PIPE/ WASTE PIPE c 20W CEILING LIGHT OUTLET W DP DRAIN PIPE 1 VP VENT PIPE Sa ONE-GANG SWITCH CWL COLD WATER LINE GV GATE VALVE Sab TWO-GANG SWITCH CV CHECK VALVE FC FLEXIBLE CONNECTOR Sabc THREE-GANG SWITCH M WATER METER 5 REAR ELEVATION 14 ELECTRICAL LAYOUT 15 SINGLE LINE DIAGRAM SCALE 1:100 MTS S2W TWO WAY SWITCH SS SOIL STACK A-4 A-4 SCALE 1:100 MTS A-4 SCALE NTS VS VENT STACK VAC VENT ABOVE CEILING CONDUIT (FELXIBLE PVC) VSTR VENT STACK THRU ROOF LOAD SCHEDULE PANELBOARD LPP FCO FLOOR CLEANOUT POWER SUPPLY : 230V, 60Hz, SINGLE PHASE, LINE TO LINE SERVICE CONDUIT (uPVC) CO CLEANOUT NO. OF OUTLET SIZE OF CONDUCTORS AND CKT NO. LOAD DESCRIPTION VA VOLTS AMPERES PROTECTION CONDUITS PANEL BOARD (LPP) FV FLOAT VALVE LO CO SCOSW WC WATER CLOSET CONVENIENCE OUTLET LAV LAVATORY FD FLOOR DRAIN CIRCUIT HOMERUN AD/CB AREA DRAIN/CATCH BASIN F FAUCET TB TUB DRAIN KILOWATT-HOUR METER KS KITCHEN SINK DS DOWN SPOUT SERVICE ENTRANCE PVC POLYVINYL CHLORIDE CB CATCH BASIN 6 LEFT SIDE ELEVATION 13 DET. OF PEDESTAL FOOTING (PF) A-4 SCALE 1:100 MTS A-4 SCALE NTS

WHITE BACKGROUND

NOTE : Layout of Project Billboard is based on DO 141, Series of 2016. For Source of Fund, state if DPWH Regular Budget, Priority Development Assistance Fund, DepEd/DA//DAR Budget, Calamity Fund, MVUC Fund, etc. DPWH STANDARD PROJECT BILLBOARD

DISPLAY AREA

50 x 75 VERTICAL DISPLAY AREA 50 x 75 VERTICAL DISPLAY AREA GOOD LUMBER (1200 x 2400 x 12 GOOD LUMBER (TARPAULIN 1200 x 2400 x 5 MARINE PLYWOOD) MARINE PLYWOOD)

BILLBOARD

50 x 75 VERTICAL 50 x 75 VERTICAL EDGE OF ROAD 50 x 50 WOODEN GOOD LUMBER GOOD LUMBER STAKE

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

TRAFFIC DIRECTION

R O A D

ORIENTATION TYPICAL FRAME ELEVATION FRONT ELEVATION FRONT ELEVATION ( OPTION 1 ) ( OPTION 2 )

GENERAL NOTES HORIZONTAL CONTROL THE AZIMUTH USED IN THIS PROJECT WAS RECKONED THRU THE

1. DISTANCE AND ELEVATIONS ARE IN METERS UNLESS MAGNETIC NORTH. SUCEEDING AZIMUTHS WERE CALCULATED BY OTHERWISE INDICATED. ADDING AND/OR SUBTRACTING DEFLECTION ANGLES DICTATED 2. ALIGNMENT AND GRADES IN THIS PROJECT WAS BASED BY THE CENTER LINE OF THE EXISTING ROAD. ON THE GRADE AND ALIGNMENT OF THE EXISTING ROAD. VERTICAL CONTROL 3. ALL ELEVATIONS ARE TRUE ELEVATION THE ELEVATIONS USED IN THIS PROJECT WAS WAS 4. GRADE SHOWN IS THE TOP OF FINISHED PAVEMENT. RECKONED FROM BM # 2 ELEVATION 52.262 m. LOCATED ON A BM2 N=1536609.852 EXCEPT OTHERWISE SPECIFIED. E=349815.564 ELEVATION=51.654 3" NAIL WITH BOTTLE CAP ON RIPRAP. 5. LOCATIONS AND INVERT ELEVATION OF ALL DRAINAGE FROM THE CENTER LINE STRUCTURES MAY BE ADJUSTED TO SUIT FIELD CONDITIONS. ALL PIPES SHALL HAVE A MINIMUM COVER OF 0.60 M.

6. ALL CONCRETE TO BE USED IN THIS PROJECT SHALL BE CLASS "A" UNLESS OTHERWISE INDICATED.

7. ALL WORK SHALL COMPLY WITH THE DPWH STANDARD

BM1 (CONCRETE NAIL) N=1536709.823 E=349567.485 ELEV.=51.611

BEGINNING OF PROJECT END OF PROJECT 000+000.00 000+205.00

P R O F I L E SCALE: HOR. 1 : 700 M. VERT. 1 : 70 M. E L V A T I O N

S T A T I O N STA. 000+000 000+100 000+200 000+268

FINISHED GRADE ELEVATION

ORIGINAL GROUND ELEVATION

SUPERELEVATION

WIDENING

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 P 10 PLAN AND PROFILE PREPARED: QUEZON II DISTRICT ENGINEERING OFFICE Mitigation Structures and Drainage Systems, (STA. 000+000.00 - STA. 000+490.00) CONSTANTINO ANTHONY S. DE LA CRUZ WILFREDO L. RACELIS MA. CHYMBELIN D. IBAL Construction of Seawall, Barangay Barra, 1 1 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: 51.55551.64551.64951.56951.570 51.56751.57051.582 51.58351.59951.595 51.43851.453 51.420 -0.67-0.66-0.60 0.00 51.280-0.81 -0.190.00 51.293-0.56-0.200.00 -5.00-4.67 0.05 -0.86 -0.60 50.795 50.769 50.75450.709 50.653 50.754 50.685 -4.74 50.565 -1.33-0.93 -0.95 50.470 -5.00 -4.05 50.438 -3.46 -0.65 0.49 0.44 49.996 50.043 49.90549.883 49.884 0.65 0.70 49.754 0.490.87 49.621 2.75 49.459 49.550 4.05 2.40 5.00 3.63

51.60251.60051.59751.593 51.57151.57351.603 51.57151.57151.595 LEAN CONCRETE 51.368-0.72-0.39-0.110.00 -0.78-0.450.00 -0.56-0.53 0.00 51.180 51.04951.023 -0.75 51.007 -5.00 50.968 50.868 50.903 -3.62-3.44 -2.20 50.779 0.26 50.681 50.636 -5.00 50.567 50.622-0.89 50.668 50.595 -0.80 -4.71 50.45650.483 0.23 -2.28 -0.94 -5.00 -2.80 -0.64 49.994 49.914 49.849 0.48 49.800 49.780 49.712 49.806 0.63 49.550 0.66 49.56449.550 2.51 5.00 1.58 0.67 4.38 3.803.86

51.60151.60151.59951.594 51.57651.576 51.62351.544 LEAN CONCRETE 51.56751.56951.58251.583 -0.72-0.40-0.110.00 -0.75-0.70 0.000.03 -0.68-0.290.00 51.010 50.963 50.846 50.858 50.833 50.913 50.767 -0.77 50.675 50.707 50.767 -0.72 -5.00 -3.91 50.582 0.20 -5.00 50.633 50.614 -2.32 50.48250.48950.527 -4.31 -2.86 -0.82 -5.00 -0.78 0.36 -1.11-0.93-0.92 49.919 49.850 49.83249.803 49.786 49.700 49.700 49.679 0.67 0.44 0.620.75 49.557 2.40 49.550 0.98 2.46 5.00 5.00 3.50

51.600 51.600 LEAN CONCRETE 51.60851.63751.600 51.564 51.56751.570 51.444 -0.70 0.00 -0.70-0.280.00 -0.80 -0.0651.3790.00 51.143 -0.81 0.07 50.967 50.85050.857 -5.00 50.902 50.83750.810 50.650 -0.81 50.70750.714 -5.00 -4.41 -3.85 50.579 50.547 -1.33-0.92 -4.48-4.33 -0.82 -0.93 0.36 50.03250.007 49.913 49.858 0.67 0.45 49.700 1.00 49.58149.581 49.581 0.56 49.526 49.550 3.30 1.641.81 4.92 5.00 3.13