REPUBLIC OF THE DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION VI DISTRICT ENGINEERING OFFICE TOTING REYES ST. , AKLAN

C.Y. 2021 PROJECT DED PLAN FOR ACCESS ROAD FROM MAKATO PROPER TO HAGACHAC LEADING TO BAYBAY BEACH & ALIBAGON BAKHAWAN PARK MAKATO, AKLAN SECTIONS: BRGY. BAYBAY STATION LIMITS : STA. 3+869.50 - STA. 4+163.10 NET LENGTH : 0.59 Lane Kilometer WIDTH : 6.10m. THICKNESS: 0.25m.

SUBMITTED: RECOMMENDED: APPROVED:

RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION CHIEF - PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER

DATE : DATE : DATE : INDEX OF DRAWINGS

NUMBER OF SET NO. SHEET NO. TITLE PAGES

1 1/19 Cover sheet/title sheet 1

2 2/19 Index of Drawings 1

3 3/19 Location Plan/Vicinity Map 1

4 4/19 General Notes 1

5 5/19 Summary of Quantities (Items of Works) 1

6 6/19 - 7/19 Typical Roadway Sections 2

7 8/19 Geometric Design Standard drawings 1

8 9/19 Typical Slope Protection 1

9 10/19 Schedule Listings of Miscellaneous Works 1

10 11/19 - 13/19 Plan & Profile 3

11 14/19 Typical Pavement Details 1

12 15/29 - 19/19 Detailed Cross-sections at 20 Meter Interval 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 COMPUTER OPERATOR 1 REGION VI ROAD CONCRETING OF ACCESS ROAD FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 2 INDEX OF DRAWINGS PREPARED BY: FROM MAKATO PROPER TO HAGACHAC LEADING ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 2 AKLAN DISTRICT ENGINEERING OFFICE 19 TOTING REYES ST. KALIBO , AKLAN TO BAYBAY BEACH & ALIBAGON BAKHAWAN PARK ERNAN I. BAÑES MAKATO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: S I B U Y A N S E A

BORACAY ISLAND SITIO HAGACHAC BRGY. BAYBAY

MALAY THIS SITE

BURUANGA NABAS

TO LIBERTAD

IBAJAY NUMANCIA MAKATO

PANDAN LEZO KALIBO TO

MALINAO NEW WASHINGTON END OF PROJECT BANGA BATAN STA 4 + 163.10

BALETE LUZON TO CITY

PHILIPPINE SEA

WEST PHILIPPINE SEA

VISAYAS PROVINCE 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

LIBACAO

THIS SITE MINDANAO

BANATALINAO

MT. BACAN 564

ILOILO PROVINCE

KEY MAP

LOCATION MAP

MUNICIPALITY OF MAKATO THIS SITE

SIBUYAN SEA BAYBAY

BAYBAY

ALIBAGON CALIMBAJAN

TUGAS

DUMGA CAJILO TINA CASTILLO

POBLACION MANTIGUIB

AGBAGO

DUMGA

CALANCANG

TIBIAWAN CAYANGWAN

BAGONG BARRIO AGLUCAY N LIBANG BEG. OF PROJECT STA 3 + 869.50

VICINITY MAP L A Y O U T P L A N

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 COMPUTER OPERATOR 1 REGION VI ROAD CONCRETING OF ACCESS ROAD LAYOUT PLAN FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 3 LOCATION MAP PREPARED BY: AKLAN DISTRICT ENGINEERING OFFICE FROM MAKATO PROPER TO HAGACHAC LEADING ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 3 VICINITY MAP 19 TOTING REYES ST. KALIBO , AKLAN TO BAYBAY BEACH & ALIBAGON BAKHAWAN PARK ERNAN I. BAÑES MAKATO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: LEGENDS EXISTING TOPOGRAPHIC FEATURES

DESCRIPTION PLAN PROFILE

GENERAL NOTES EXISTING ROAD (GRAVEL)

SINGLE RC PIPE CULVERT 1. ALIGNMENTS AND GRADES ARE SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD CONDITION.

2. DISTANCES AND ELEVATION ARE IN METERS, UNLESS INDICATED OTHERWISE. DOUBLE RC PIPE CULVERT

3. GRADE SHOWN ARE TOP OF FINISHED PAVEMENT SINGLE BARREL BOX CULVERT

4. ALL WORK SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DOUBLE BARREL BOX CULVERT REVISED 2013 AND SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THIS PROJECT. PAVED ROAD 5. WATERING AND COMPACTION OF ALL EMBANKMENTS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEMS FOR THE COST OF PERFORMANCE THEREOF UNPAVED ROAD OR TRACK SHALL BE CONSIDERED TO BE INCLUDED IN THE CONTRACT UNIT PRICE BID FOR OTHER ITEMS.

6. MISCELLANEOUS CLEARING, REMOVAL OF TREES, REMOVAL OF CONCRETE FLOORS, CONCRETE NEW TOPOGRAPHIC FEATURES SIDEWALKS, OBSOLETE SEWER PIPES, INLETS AND OTHER MISCELLANEOUS REMOVAL NOT SHOWN IN THE PLANS SHALL BE CONSIDERED SUBSIDIARY WORK PERTAINING TO THE OTHER DESCRIPTION PLAN PROFILE CONTRACT ITEMS AND PAYMENTS SHALL BE CONSIDERED INCLUDED IN THE CONTRACT UNIT PROPOSED ROAD g2 PRICE BID FOR THOSE ITEMS. g1

7. WHEN SHOWN IN THE PLAN OR AS DIRECTED BY THE ENGINEER, UNSUITABLE SUB-GRADE SINGLE RC PIPE CULVERT MATERIAL SHALL BE EXCAVATED BELOW THE GROUND SURFACE TO THE REQUIRED WIDTH AND DEPTH,THE AREA TO BE EXCAVATED SHALL BE BACKFILLED WITH APPROVED MATERIAL. NO DOUBLE RC PIPE CULVERT EMBANKMENT MATERIAL SHALL BE PLACED UNTIL THE FOUNDATION IS STABLE. SINGLE BARREL BOX CULVERT 8. TO ALL CONSTRUCTION WITH PORTLAND CEMENT CONCRETE PAVEMENT SURFACE WHERE NO DETOUR IS AVAILABLE IF POSSIBLE TRAFFIC SHALL BE MADE TO PASS OUTSIDE OF EMBANKMENT PRISM IN ORDER TO MINIMIZE THE EFFECT OF VIBRATION TO THE SETTING DOUBLE BARREL BOX CULVERT CONCRETE. VEHICLE SHOULD BE REQUIRED TO TRAVEL AT VERY MUCH REDUCED SPEED. DOUBLE BARREL BOX CULVERT 9. EXACT LOCATION OF PRIVATE ENTRANCES, SIDEWALKS, OR SIDE STREETS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN-CHARGE.ENTRANCES AND DRIVEWAYS TO FLARED TYPE HEADWALL PRIVATE PROPERTIES SHALL BE PAVED WITH CONCRETE PAVEMENT AS CASE MAYBE.

10. THE FILL/EMBANKMENT OF THE JUNCTION OF THE ABUTMENT, WINGWALL & OTHER ROAD L - TYPE HEADWALL SHALL BE COMPACTED THOROUGHLY IN ACCORDANCE WITH THE ITEM 104 (EMBANKMENT). AREAS IN ACCESSIBLE TO THE POWER ROLLER SHALL BE HAND-TAMPED UNTIL THOROUGHLY CATCH BASIN COMPACTED. LINED DITCH 11. EXACT LOCATIONS, GRADIENTS, LENGTHS, TOP AND INVERT ELEVATIONS OF ALL DRAINAGE STRUCTURES THAT ARE REQUIRED SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER RETAINING WALL IN-CHARGE.

12. DESIGN WAS BASED ON THE DATA SUBMITTED BY THE SURVEY TEAM OF PLANNING AND EMBANKMENT DESIGN SECTION, AKLAN ENGINEERING DISTRICT. EXCAVATION 13. AS-STAKED SURVEY SHALL BE CONDUCTED JOINTLY BY THE CONTRACTOR AND DPWH PERSONNEL. GROUTED RIPRAP 14. CONSTRUCTION SHALL COMMENCE ONLY UPON APPROVAL OF AS-STAKE PLAN. BENCHMARK/TEMP. BENCHMARK 15. ALL ITEMS OF WORK SHALL REFER FROM DPWH STANDARD SPECIFICATIONS.

16. THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS OF & PROVIDED ACCESSIBILITY SECTION IN CONCRETE FOR FACILITIES WITH DISABILITY IN ACCORDANCE WITH D.O. 37 S. 2009. SECTION IN EARTH

CONTOUR LINES W/ ELEVATION

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 COMPUTER OPERATOR 1 REGION VI ROAD CONCRETING OF ACCESS ROAD GENERAL NOTES FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 4 LEGENDS PREPARED BY: AKLAN DISTRICT ENGINEERING OFFICE FROM MAKATO PROPER TO HAGACHAC LEADING ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 4 NEW TOPOGRAPHIC FEATURES 19 TOTING REYES ST. KALIBO , AKLAN TO BAYBAY BEACH & ALIBAGON BAKHAWAN PARK ERNAN I. BAÑES MAKATO, 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. 3.07

A.1.1(16) Operation and Maintenance of Field Office for the Engineer mo. 3.07

B.5 Project Billboard / Signboard each 2.00

B.7(1) Occupational Safety and Health Program mo. 3.07

B.8(1) Road Works Safety and Traffic Management mo. 3.07

B.9 Mobilization / Demobilization l.s. 1.00

102(2) Surplus Common Excavation cu.m. 69.00

103(1)a Structure Excavation (Common Soil) cu.m. 567.00

104(2)a Embankment from Borrow (Common Soil) cu.m. 799.00

105(1)a Subgrade Preparation (Common Material) sq.m. 2,402.00

200(1) Aggregate Subbase Course (200 mm thick) cu.m. 638.00

311(1)d1 "Portland Cement Concrete Pavement (Unreinforced, 250 mm thick, 14 Days)" sq.m. 1,790.96

404(1)a Reinforcing Steel, Grade 40 kg. 18,165.00

405(1)a3 Structural Concrete Class "A" (20.68 Mpa, 28 Days) cu.m. 509.00

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 COMPUTER OPERATOR 1 REGION VI ROAD CONCRETING OF ACCESS ROAD FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 5 SUMMARY OF QUANTITIES PREPARED BY: FROM MAKATO PROPER TO HAGACHAC LEADING ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 5 AKLAN DISTRICT ENGINEERING OFFICE 19 TOTING REYES ST. KALIBO , AKLAN TO BAYBAY BEACH & ALIBAGON BAKHAWAN PARK ERNAN I. BAÑES MAKATO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: ROAD WAY ³

1 TYPICAL ROAD SECTION 1 6 SCALE 1 : 50 M.

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 COMPUTER OPERATOR 1 REGION VI ROAD CONCRETING OF ACCESS ROAD FERDINAND R. TEODOSIO RONNIE G. TABERNILLA LEO P. BIONAT ALEJANDRO M. VENTILACION 6 TYPICAL ROAD SECTION PREPARED BY: FROM MAKATO PROPER TO HAGACHAC LEADING ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER 6 AKLAN DISTRICT ENGINEERING OFFICE 19 TOTING REYES ST. KALIBO , AKLAN TO BAYBAY BEACH & ALIBAGON BAKHAWAN PARK ERNAN I. BAÑES MAKATO, AKLAN ENGINEER II DATE: DATE: DATE: DATE: