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: CONSTRUCTION OF REVETMENT WALL ALONG IBAJAY RIVER THE SITE SITIO BANLOC, BRGY. NAILE, IBAJAY, AKLAN NET LENGTH= 140.40 L.m.
BEG. OF PROJECT STA. 0+000.00
FLOW B VICINITY MAP NOT TO SCALE
FLOW
FLOW
478782 8.80 WE FLOW
783479 FLOW 9.21 SB
SANDBAR FLOW
789485 8.55 WE Longitude 122.166517
788484 8.83 Latitude 11.765053 SB
486790 8.57 WE SANDBAR
483787 9.60 SB 791487 498802 9.11 8.49 LB WE
488792 499803 8.60 9.04 WE LB
481785 497801 10.52 490794 8.45 SB 8.54 WE WE 793489 9.30 LB 494798 492796 8.55 8.53 WE 496800 482786 WE 9.17 10.27 LB SB 323627 11.61 UB 491795 9.20 LB 342646 11.89 UB
495799 9.21 LB
797493 9.15 UPPER BANK UPPER BANK LB
619315 11.00 UPPER BANK LB
334638 324628 11.87 11.52 UB UB
341645 11.99 UPPER BANK GL 322626 UPPER BANK 11.65 GL
333637 11.69 UB 314618 10.41 LB 332636 11.57 316620 GL 335639 11.76 11.87 UB 325629 11.32 GL GL
UPPER BANK 321625 11.40 GL 340644 11.63 GL
326630 11.34 331635 GL 11.56 615311 UPPER BANK GL 12.22 UB 336640 317621 11.79 11.85 GL GL
643339 11.89 UPPER BANK GL
327631 11.45 GL
312616 330634 12.26 11.50 337641 GL GL 11.32 624320 GL 11.81 338642 GL 11.87 GL 318622 11.69 GL
328632 11.33 GL
313617 12.10 GL
623319 329633
11.97 11.26
GL GL Sta. 0+140.40 Sta.
Sta. 0+000
Sta. 0+020
Sta. 0+040
Sta. 0+060
Sta. 0+080
Sta. 0+100
Sta. 0+120 END OF PROJECT STA. 0+140.40
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
TOPOGRAPHIC LAYOUT REPUBLIC OF THE PHLIPPINES VICINITY MAP NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INDEX OF DRAWING SHEETS INSTRUMENT MAN 01 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SUMMARY OF QUANTITIES PREPARED BY: IBAJAY RIVER 01 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 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. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INSTRUMENT MAN PLAN/STRAIGHT LINE DIAGRAM 01 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PREPARED BY: IBAJAY RIVER PROFILE 03 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 C PERSPECTIVE
0M 1M 2M 3M 4M 5M SCALE: SCALE:
B STRUCTURAL DETAIL OF CONCRETE JACKSTONE A DIMENSION DETAIL OF CONCRETE JACKSTONE
SCALE: SCALE:
PROJECT TITLE / LOCATION: SHEET CONTENTS: DRAFTEDSURVEYED BY: BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES STRUCTURAL DETAIL OF CONCRETE NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG JACKSTONE INSTRUMENT MAN 01 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS IBAJAY RIVER DIMENSION DETAIL OF CONCRETE PREPARED BY: JACKSTONE 05 TOTING REYES ST. KALIBO, AKLAN FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION PERSPECTIVE ELMER F. CUSTODIO, JR. SITIO BANLOC, BRGY. NAILE , IBAJAY, AKLAN ENGINEER - II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER 12 ENGINEER - I 20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 23.75 m²
AREA ITEM 1704(1)b = 16.54 m² 5m
STA.0+000.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 1.44 m²
AREA ITEM 1704(1)b = 16.54 m² 5m
STA.0+010.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 15.55 m²
AREA ITEM 1704(1)b = 19.65 m² 5m
STA.0+020.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INSTRUMENT MAN 01 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PREPARED BY: IBAJAY RIVER 06 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 12 ENGINEER - I 20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 1.44 m²
AREA ITEM 1704(1)b = 19.62 m² 5m
STA.0+030.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 14.11 m²
AREA ITEM 1704(1)b = 21.50 m² 5m
STA.0+040.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 0.40 m²
AREA ITEM 1704(1)b = 28.78 m² 5m
STA.0+050.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INSTRUMENT MAN 02 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CROSS SECTION PREPARED BY: IBAJAY RIVER 06 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 12 ENGINEER - I 20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 7.60 m²
AREA ITEM 1704(1)b = 28.47 m² 5m
STA.0+060.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 0.40 m²
AREA ITEM 1704(1)b = 28.93 m² 5m
STA.0+070.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 8.16 m²
AREA ITEM 1704(1)b = 28.25 m² 5m
STA.0+080.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INSTRUMENT MAN 03 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CROSS SECTION PREPARED BY: IBAJAY RIVER 06 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 12 ENGINEER - I 20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 0.40 m²
AREA ITEM 1704(1)b = 26.51 m² 5m
STA.0+090.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 9.10 m²
AREA ITEM 1704(1)b = 25.79 m² 5m
STA.0+100.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 0.40 m²
AREA ITEM 1704(1)b = 25.33 m² 5m
STA.0+110.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INSTRUMENT MAN 04 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CROSS SECTION PREPARED BY: IBAJAY RIVER 06 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 12 ENGINEER - I 20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 8.91 m²
AREA ITEM 1704(1)b = 24.40 m² 5m
STA.0+120.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
10m
AREA ITEM 1702(1)a = 0.40 m²
AREA ITEM 1704(1)b = 24.40 m² 5m
STA.0+130.00 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
20m
15m
Embankment
10m
AREA ITEM 1702(1)a = 23.75 m²
AREA ITEM 1704(1)b = 24.21 m² 5m
STA.0+140.40 0m -100m -90m -80m -70m -60m -50m -40m -30m -20m -10m 0m 10m 20m 30m 40m 50m
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG INSTRUMENT MAN 05 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CROSS SECTION PREPARED BY: IBAJAY RIVER 06 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 12 ENGINEER - I 0.20 m thick REVETMENT WALL with 12 mm dia. Reinforcing Bars spaced at 0.30 m O.C.B.W. . 0.20 m thick REVETMENT WALL with Embankment with binder 12 mm dia. Reinforcing Bars spaced at 0.30 m O.C.B.W. . Crest Embankment with binder 0.20 m thick REVETMENT WALL with 0.85
0.22 0.30 12 mm dia. Reinforcing Bars spaced 2.60 0.80 2.60 0.70 2.00 Crest at 0.30 m O.C.B.W. . 0.20 m thick REVETMENT WALL with 0.85 0.22 0.30 2.60 0.80 2.60 2.00 Berm 0.60 12 mm dia. Reinforcing Bars spaced 0.70 Varies 0.20 at 0.30 m O.C.B.W. .
MAX. FLOOD LEVEL = 11.00 0.80 0.60 2.60 Berm Varies 0.20
MAX. FLOOD LEVEL = 11.00 0.80 2.60 0.50X0.60M CONCRETE PILE CAP 0.80
REINFORCEMENT: 5-16MMØ, 2-12MMØ STRAIGHT BARS 0.80 W/ 10MMØ STIRRUPS SPACED @ 0.20M O.C. 0.50X0.60M CONCRETE PILE CAP 2.60 REINFORCEMENT: 5-16MMØ, 2-12MMØ STRAIGHT BARS 0.50 W/ 10MMØ STIRRUPS SPACED @ 0.20M O.C. 2.60
ORDINARY WATER LEVEL = 8.8 0.50 0.60
ORDINARY WATER LEVEL = 8.8 0.60
Steel sheet piles (0.10 x 0.40 x 4.50m, 10.50mm thick)
4.50 0.50X0.60M CONCRETE PILE CAP REINFORCEMENT: 5-16MMØ, 2-12MMØ STRAIGHT BARS Steel sheet piles (0.10 x 0.40 x 4.50m, 10.50mm thick)
W/ 10MMØ STIRRUPS SPACED @ 0.20M O.C. 4.50
0.50X0.60M CONCRETE PILE CAP REINFORCEMENT: 5-16MMØ, 2-12MMØ STRAIGHT BARS W/ 10MMØ STIRRUPS SPACED @ 0.20M O.C.
CROSS SECTION DETAIL OF REVETMENT WALL END WALL 1 CROSS SECTION DETAIL OF REVETMENT WALL SEGMENTAL/KEY WALL 2 S4 9 S2 9 Scale: 1:50 M Scale: 1:50 M
0.30 12MMØ STIRRUPS "c" SPACED @ 1.20M O.C.
0.80 10 mm dia. Horizontal Bars 10MMØ STIRRUPS "a" SPACED @ 0.20M O.C 12 MMØ REVETMENT TRANSVERSE BARS 0.30
10MMØ STIRRUPS "a" 12 MMØ REVETMENT TRANSVERSE BARS 0.50 SPACED @ 0.20M O.C. 0.30 10MMØ STIRRUPS "b" 5-16MMØ STRAIGHT BARS 0.50 Pile Description: SPACED @ 0.20M O.C. STEEL SHEET PILES 3-10mm dia. 5-16MMØ STRAIGHT BARS 12MMØ STIRRUPS "c" Effective Width: 400 mm 2-12MMØ STRAIGHT MID BARS 12MMØ STIRRUPS "c" 0.30 Bent Bars SPACED @ 1.20M O.C. Effective height: 100 mm 0.60 SPACED @ 1.20M O.C. 10MMØ STIRRUPS "a" Thickness: 10.50 mm Unit weight: 48.00 kg/m 2-12MMØ STRAIGHT MID BARS 12MMØ STIRRUPS "c" SPACED @ 0.20M O.C 0.10
0.60 SPACED @ 1.20M O.C. 0.40 STEEL SHEET PILES STEEL SHEET PILES
STEEL SHEET PILES
SECTION DET. SECTION DET. SHOWING STIRRUP "a" & "b" SHOWING STIRRUP "c" ISOMETRIC VIEW SHOWING 3 4 5 STAIR DETAILS 6 PILE CAP REBAR 7 SECTION DET. OF STEEL SHEET PILES S4 9 Scale: 1:20 M S4 9 Scale: 1:20 M S2 9 Scale: 1:20 M S2 9 Drawn Not To Scale S2 9 Scale: 1:20 M
PROJECT TITLE / LOCATION: SHEET CONTENTS: SURVEYED BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
CROSS SECTION REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG SECTION DETAIL SHOWING "a","b" & "c" STAIR DETAILS INSTRUMENT MAN 04 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS IBAJAY RIVER ISOMETRIC VIEW SHOWING PILE CAP PREPARED BY: REBAR FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 04 TOTING REYES ST. KALIBO, AKLAN SECTION DETAIL OF STEEL SHEET ELMER F. CUSTODIO, JR. SITIO BANLOC, BRGY. NAILE , IBAJAY, AKLAN PILES ENGINEER - II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER 09 ENGINEER - I CONCRETE BLOCK
ANCHORAGE BAR STEEL FORMS
12MMØ ANCHORAGE BAR
HR SHEET 11 GAUGE 0.1196" (3.00 mm THK.)
SPOT DETAIL
ISOMETRIC VIEW OF STEEL TOP VIEW FORMS ON CONCRETE BLOCK
ANCHORAGE BAR PANEL A EQUAL 1.00 20MM Ø X 38 MM MACHINE BOLT EQUAL WITH NUTS AND WASHER EQUAL 1.00 EQUAL 10MMØ REBARS EQUAL
EQUAL
12MMØ ANCHORAGE BAR EQUAL
10MMØ REBARS ANGLE BAR 2 1/2" X 2 1/2" X 1/4"
ANGLE BAR 3" X 3" X 3/8"
PANEL B 10 MMØ REBARS SIDE VIEW ISOMETRIC VIEW ISOMETRIC VIEW OF STEEL FORM
A CONCRETE BLOCK STRUCTURAL DETAIL B CONCRETE BLOCK STEEL FORM DETAIL 0M 1M 2M 0M 1M 2M
PROJECT TITLE / LOCATION: SHEET CONTENTS: DRAFTEDSURVEYED BY: BY: REVIEWED BY: CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET No. SHEET No.
REPUBLIC OF THE PHLIPPINES NARDE V. RAMOS CONSTRUCTION OF REVETMENT WALL ALONG CONCRETE BLOCK DETAIL, CONCRETE INSTRUMENT MAN 02 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS BLOCK STEEL FORM DETAIL PREPARED BY: IBAJAY RIVER 05 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 12 ENGINEER - I