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Construction of Revetment Wall Along Ibajay River Sitio Banloc, Brgy. Naile, Ibajay, Aklan

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Construction of Revetment Wall Along Ibajay River Sitio Banloc, Brgy. Naile, Ibajay, Aklan REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION VI AKLAN DISTRICT ENGINEERING OFFICE TOTING REYES STREET, KALIBO, AKLAN C.Y. 2021 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR CONSTRUCTION OF REVETMENT WALL ALONG IBAJAY RIVER SITIO BANLOC, BRGY. NAILE, IBAJAY, AKLAN SECTION: Sitio Banloc LOCATION: Brgy. Naile, Ibajay, Aklan STATION LIMITS: STA. 0+000.00 - STA. 0+140.40 NET LENGTH: 140.40 L.M. SUBMITTED: RECOMMENDED: APPROVED: RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: SANDBAR FLOW THE SITE SHEET No. 01 09 802498 803499 SET No. 8.49 9.04 WE LB 646342 0+140.40 Sta. 140.40 01 11.89 UB 341645 11.99 GL 340644 11.63 OF PROJECT GL 339643 11.89 GL 338642 11.87 GL STA. 0+ END VICINITY MAP UPPER BANK NOT TO SCALE B DISTRICT ENGINEER APPROVED: 497801 8.45 496800 ALEJANDRO M. VENTILACION WE 9.17 LB FLOW 334638 11.87 UB 335639 11.87 GL 336640 11.79 GL 337641 LEO P. BIONAT 11.32 GL 0+120 Sta. RECOMMENDING APPROVAL: ASSISTANT DISTRICT ENGINEER RIVER 798494 8.55 495799 WE 9.21 LB UPPER BANK IBAJAY RONNIE G. TABERNILLA CHECKED BY: 333637 11.69332636 11.57 UB CHIEF, PLANNING & DESIGN SECTION GL 331635 11.56 0+100 Sta. GL ALONG 492796 8.53 797493 WE 330634 FLOW 9.15 11.50 LB GL 329633 11.26 GL .40 L.m. ENGINEER - II 140 REVIEWED BY: UPPER BANK FERDINAND R. TEODOSIO 794490 324628 8.54 11.52 WE UB 0+080 Sta. 795491 325629 9.20 11.32 LB GL 326630 11.34 GL REVETMENT WALL 327631 11.45 GL BY: 328632 INSTRUMENT MAN 11.33 GL NARDE V. RAMOS ENGINEER - I NET LENGTH= FLOW 488792 UPPER BANK SURVEYED 8.60 WE 793489 ELMER F. CUSTODIO, JR. 9.30 LB PREPARED BY: 323627 11.61 SITIO BANLOC, BRGY. NAILE, IBAJAY, AKLAN UB Sta. 0+060 Sta. 322626 11.65 GL 321625 790486 11.40 8.57 WE 791487 GL 9.11 LB SHEET CONTENTS: TOPOGRAPHIC LAYOUT 624320 VICINITY MAP 11.81 INDEX OF DRAWING SHEETS CONSTRUCTION OF GL SUMMARY OF QUANTITIES UPPER BANK 319623 11.97 GL FLOW ALONG 789485 8.55 WE 788484 8.83 SB 483787 0+040 Sta. 9.60 SB 786482 10.27 SB , AKLAN 315619 11.00 LB 316620 RIVER 11.76 UB 317621 REVETMENT WALL IBAJAY 11.85 GL , 318622 IBAJAY 11.69 GL NAILE UPPER BANK SANDBAR BRGY. STA. 0+000.00 BEG. OF PROJECT 478782 8.80 FLOW WE 783479 9.21 SB CONSTRUCTION OF PROJECT TITLE / LOCATION: Sta. 0+020 Sta. SITIO BANLOC, 785481 10.52 SB Longitude 122.166517 Longitude Latitude 11.765053 UPPER BANK 314618 10.41 LB 311615 12.22 UB 312616 12.26 GL 313617 12.10 GL UPPER BANK Sta. 0+000 Sta. REPUBLIC OF THE PHLIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS TOTING REYES ST. KALIBO, AKLAN CONSTRUCTION OF FLOOD CONTROL STRUCTURE ALONG AKLAN RIVER, BRGY. LINABUAN SUR, BANGA, AKLAN NET LENGTH= 221.10 L.m. SUMMARY OF QUANTITIES SPECS OR ITEM No. DISCRIPTION UNIT QUANTITY A.1.1(8) Provision of Field Office for the Engineer (Rental Basis) 4.90 mo. A.1.1(16) Operation and Maintenance of Field Office for the Engineer 4.90 mo. B.5 Provide Project Sign Board (DPWH & COA) 2.00 ea. GENERAL NOTES B.7 (1) Occupational Safety and Health Program 4.90 mo. B.9 Mobilization/Demobilization 1.00 l.s. 1. Alignment & grade are subject to adjustment to suit existing field conditions. 902 (1)a Reinforcing Steel (Deformed) Grade 40 19,132.78 kg. 2. Distances & elevations are in meters unless otherwise specified. 900 (1)c1 Structural Concrete, Class "A" 624.23 cu.m. 3. All works shall comply with the DPWH Standard Specifications pertaining to this project. 900 (2)c Structural Concrete, Class "B" 140.40 cu.m. 4. Design was based on data obtained from the survey team of the Aklan District Engineering Office. 900 (6) Seal Concrete 50.22 cu.m. 5. All concrete to be used should have a minimum compressive strength of 3,500psi at 28 days unless 1407 (3) Hexapod (1.04 cu.m.) 24.00 piece otherwise specified. 1702 (1)a Structure Excavation 322.42 cu.m. 6. All reinforcing steel to be used shall be grade 40 steel. 1700 (2) Clearing and Grubbing 1.00 l.s. 7. Embankments shall be constructed in accordance with this Specification and in conformity with the 1704 (1)b Embankment (from borrow) 3,396.77 cu.m. lines, grades and dimensions shown on the Plans or established by the Engineer. 1717 (2)a1 Sheet PIles, Steel 1,942.5 meter The materials for the embankments shall not contain any stump, brush, weed, root, turf, clod and other organic matter, clay or other materials shall be broken and beaten and no accumulations at the foot of side slopes of embankment will be permitted. Prior to the commencement of earth fill, the contractor shall carry out under the supervision and to the satisfaction of the Engineer a series of field test to determine to determine the optimum condition of compaction and the minimum number of passes for each type of equipment necessary to compact to the required specification hereafter stated for each type of fill materials. No fill material shall be placed when, in the opinion of the Engineer, satisfactory work cannot be done on account of heavy rain or other adverse condition. Earth fill shall be constructed horizontally to the full width of the embankment in uniform thickness not to exceed 20 cm. after compaction. Obtaining and placing of materials shall be blended sufficiently to secure the highest impermeability and stability of the compacted fill. If the surface of any layer of embankment is too dry or smooth to bond properly with the layer of materials to be placed thereon, it shall be moistured and/ or scarified in an approved manner to provide satisfactory blending surface before the next succeeding layer is placed. The fill materials shall be compacted to a density of not less than 100% of the maximum dry density. The moisture content fill materials shall be to +4% of the optimum moisture content. No materials shall shall be placed on any portion of embankment foundation until such foundation has been cleared, approved by the engineer for placing fill. Fill materials adjacent to structures shall be placed in such a manner as to ensure that they can be satisfactorily compacted with out damage to the structures compaction adjacent to all structures shall be carried out by hand or by suitable hand operated plant. Unless otherwise specified, no fill materials shall be placed and no compaction shall be permitted to adjacent to concrete for fourteen (14) days after placement of concrete. Compaction of backfilling materials placed above burried concrete, however, shall not be permitted to be carried out with vibration except with the prior approval of the Engineer. 8. Sheet shall conform to the requirement of item 400, Piling, sub section 400.2.7, Sheet Piles. Sheet Piles shall be driven to elevation shown on the plans or as directed by the Engineer, where impractical to drive to plan elevation due to subsurface condition, the driving of piles may be stopped at higher elevation with the written permission of the Engineer. However, before granting such permission, the Engineer shall ascertain that the contractor has adequate equipment for the requested driving and that the piles can be driven to the plan elevation with the proper use of this equipment. The top of the piling shall be driven or cut-off to a straight line at the elevation indicated on the plans. The requirements governing the installation of sheet piling shall conform in general to those governing bearing piles as set forth under Item 400, Piling. Confirmatory Boring Test shall be conducted prior to project implementation. PROJECT TITLE / LOCATION: SHEET CONTENTS: DRAFTEDSURVEYED BY: BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No. VICINITY MAP REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG GENERAL NOTES INSTRUMENT MAN 01 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PREPARED BY: IBAJAY RIVER 02 TOTING REYES ST. KALIBO, AKLAN FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION ELMER F. CUSTODIO, JR. SITIO BANLOC, BRGY. NAILE , IBAJAY, AKLAN ENGINEER - II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER 09 ENGINEER - I HEXAPOD CONCRETE BLOCKS HEXAPOD (12 PCS. RC JACKSTONE) (1.00m X 1.00m X 1.00m), SINGLE LAYER (12 PCS. RC JACKSTONE) STAIR 1, STA. 0+020 STAIR 2, STA. 0+120 END WALL SEGMENTAL WALL 1 SEGMENTAL WALL 2 SEGMENTAL WALL 3 SEGMENTAL WALL 4 SEGMENTAL WALL 5 SEGMENTAL WALL 6 END WALL 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 B PLAN/STRAIGHT LINE DIAGRAM (STA. 0+000 TO STA. 0+140.40) HEXAPOD CONCRETE BLOCKS HEXAPOD (12 PCS. RC JACKSTONE) (1.00m X 1.00m X 1.00m), SINGLE LAYER (12 PCS. RC JACKSTONE) STAIR 1, STA. 0+020 STAIR 2, STA. 0+120 END WALL SEGMENTAL WALL 1 SEGMENTAL WALL 2 SEGMENTAL WALL 3 SEGMENTAL WALL 4 SEGMENTAL WALL 5 SEGMENTAL WALL 6 END WALL 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 A PROFILE(STA.0+000 TO STA.0+140.40) PROJECT TITLE / LOCATION: SHEET CONTENTS: DRAFTEDSURVEYED BY: BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No.
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