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Department of Public Works and Highways Region Vi Aklan District Engineering Office Toting Reyes St

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Department of Public Works and Highways Region Vi Aklan District Engineering Office Toting Reyes St REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION VI AKLAN DISTRICT ENGINEERING OFFICE TOTING REYES ST. KALIBO , AKLAN C.Y. 2021 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR CONSTRUCTION OF REVETMENT WALL ALONG AKLAN RIVER BRGY. TIGAYON, KALIBO, AKLAN SECTION : BRGY. TIGAYON LOCATION : KALIBO, AKLAN STATION LIMITS : STA. 7+665.00 TO STA. 8+107.75 NET LENGTH : 442.75 Lineal Meter SUBMITTED: RECOMMENDED: APPROVED: RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE : DATE : DATE : GENERAL NOTES: 1. SPECIFICATION a. All works shall comply with the DPWH Standard Specifications pertaining to this project. 2. DESIGN CRITERIA a. Design was based on data obtained from the survey team of the Aklan District Engineering Office. b. Distances and Elevations are in meters unless otherwise specified. c. Alignment and grade are subject to adjustment to suit existing field conditions. 3. CONSTRUCTION REQUIREMENTS a. Structural Concrete Class A should have a minimum compressive strength of 3,500psi at 28 days unless otherwise specified b. Seal Concrete Type should be used for Pile Cap and Structural Concrete Class B for Foot Protection Blocks. c. All reinforcing steel to be used shall be Grade 40 steel. d. Steel Sheet Piles should be (6mL x 400mmW x 100mmH x 10.50mmT) fy36 at 48 kg/m. e. Sheet Piles shall be driven to elevation shown on the plans or as directed by the Engineer. f. Embankment shall be constructed in accordance with the Specification and in conformity with the lines, grades and dimensions shown on the plans or established by the Engineer. The materials for the embankments shall not contain any stump, brush, weed, root, turf, clod and other organic matter. 4. HYDRAULIC DESIGN DATA a. Drainage Area = 934.03 sq. km. b. Peak Discharge = 1526.10 cu.m./s (50-year) 5. GEOLOGICAL/GEOTECHNICAL DATA a. Soil Investigation/Exploration shall be conducted prior to project implementation. PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS BOY GENESIS G. BORREROS REGION VI CONSTRUCTION OF COMPUTER OPERATOR 1 FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 2 2 REVETMENT WALL ALONG AKLAN RIVER GENERAL NOTES PREPARED: AKLAN DISTRICT ENGINEERING OFFICE ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 1 1 21 TOTING REYES ST. KALIBO , AKLAN ERNAN I. BAÑES BRGY. TIGAYON, KALIBO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: INDEX OF DRAWINGS NUMBER OF SET NO. SHEET NO. TITLE PAGES 1 1/25 Cover sheet/title sheet 1 2 2/25 General Notes 1 3 3/25 Table of Contents/Index of Drawings 1 4 4/25 Summary of Quantities 1 5 5/25 - 8/25 Plan and profile of river 4 6 9/25 Soil Profile (Boring logs) 1 7 10/25 - 20/25 Cross Sections 11 8 21/25 - 25/25 Typical Details of Protection Works 5 PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS BOY GENESIS G. BORREROS REGION VI CONSTRUCTION OF COMPUTER OPERATOR 1 FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 3 3 REVETMENT WALL ALONG AKLAN RIVER Table of Contents/Index of Drawings PREPARED: AKLAN DISTRICT ENGINEERING OFFICE ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 1 1 21 TOTING REYES ST. KALIBO , AKLAN ERNAN I. BAÑES BRGY. TIGAYON, KALIBO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS A.1.1(8) Provision of Field Office for the Engineer (rental basis) mo. 9.33 A.1.1(16) Operation and Maintenance of Field Office for the Engineer mo. 9.33 B.5 Project Billboard/Sign Board each 2.00 B.7(1) Occupational Safety and Health Program mo. 9.33 B.8(1) Traffic Management mo. 9.33 B.9 Mobilization/Demobilization ls. 1.00 1701 (2) Surplus Common Excavation m³ 1,715.92 1702(1)a Structure Excavation m³ 801.51 1704 (1) b Embankment m³ 18,141.09 1705(1) Fill and Backfill m³ 601.13 900 (1) c1 Structural Concrete, Class A m³ 2,108.35 900 (2)b Structure Concrete Class B (Conc. Foot Protection including Installation) m³ 874.00 902 (1) a Reinforcing Steel (Deformed) Grade 40 kg. 92,947.11 900 (6) Seal Concrete m³ 198.54 1407(3) Hexapod (1.04 cu.m.) pc. 72.00 1717 (5) a1 Steel Sheet Pile, Furnished and Driven m 7,068.00 NOTE: QUANTITY SHOWN ARE SUBJECT TO INCREASE OR DECREASE DEPENDING UPON THE RESULT OF JOINT FINAL INSTRUMENT SURVEY. PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS BOY GENESIS G. BORREROS REGION VI CONSTRUCTION OF COMPUTER OPERATOR 1 FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 4 4 REVETMENT WALL ALONG AKLAN RIVER Summary of Quantities PREPARED: AKLAN DISTRICT ENGINEERING OFFICE ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 1 1 21 TOTING REYES ST. KALIBO , AKLAN ERNAN I. BAÑES BRGY. TIGAYON, KALIBO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: MUNICIPALITY OF KALIBO S I B U Y A N S E A BORACAY ISLAND S I B U Y A N S E A BAKHAW NORTE BAKHAW SUR MALAY BURUANGA NABAS BUSWANG OLD TO LIBERTAD TANGALAN THIS SITE IBAJAY NUMANCIA MAKATO BUSWANG NEW PANDAN LEZO KALIBO TO ANTIQUE POB. KALIBO MALINAO NEW WASHINGTON BANGA BATAN ANDAGAO BALETE ALTAVAS TO ILOILO CITY MADALAG MOBO POOK CAPIZ PROVINCE TINIGAO A K L A N P R O V I N C E C N I V O R P N A L K A LUZON LIBACAO ESTANCIA PHILIPPINE SEA CAANO WEST PHILIPPINE SEA BANATALINAO MT. BACAN VISAYAS 564 ILOILO PROVINCE TIGAYON NALOOK BRIONES THIS SITE MINDANAO LINABUAN NORTE N KEY MAP THIS SITE LOCATION MAP V I C I N I T Y M A P PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS BOY GENESIS G. BORREROS REGION VI COMPUTER OPERATOR 1 CONSTRUCTION OF KEY MAP FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 5 5 REVETMENT WALL ALONG AKLAN RIVER LOCATION MAP PREPARED: AKLAN DISTRICT ENGINEERING OFFICE ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER VICINITY MAP 1 4 21 TOTING REYES ST. KALIBO , AKLAN ERNAN I. BAÑES BRGY. TIGAYON, KALIBO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: CORNFIELD SANDBAR UPPER BANK UPPER BANK END OF PROJECT TIGAYON STA 8 + 107.75 HILLS (END WALL) LOWER BANK LOWER BANK BEG. OF PROJECT STA 7 + 665.00 (END WALL) SANDBAR AKLAN RIVER A TOPOGRAPHIC LAYOUT S C A L E 1 : 1,200M PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS BOY GENESIS G. BORREROS REGION VI CONSTRUCTION OF COMPUTER OPERATOR 1 FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 5 6 REVETMENT WALL ALONG AKLAN RIVER TOPOGRAPHIC LAYOUT PREPARED: AKLAN DISTRICT ENGINEERING OFFICE ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 2 4 21 TOTING REYES ST. KALIBO , AKLAN ERNAN I. BAÑES BRGY. TIGAYON, KALIBO, AKLAN ENGINEER II DATE: DATE: DATE: DATE:.
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