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Department of Public Works and Highways Index of Sheet

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Department of Public Works and Highways Index of Sheet PASSI CITY DueĖas I L O I L O Barotac Viejo Banate Badiangan Dingle Anilao Manapla REPUBLIC OF THE PHILIPPINES Mina CADIZ CITY Pototan VICTORIAS CITY Barotac Nuevo Enrique B. Magalona SAGAY CITY Cabatuan New Lucena (Saravia) DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Sta. Barbara Zarraga Dumangas ESCALANTE CITY SILAY CITY Pavia REGION VI Leganes ILOILO CITY TALISAY CITY WESTERN VISAYAS Buenavista BACOLOD CITY JORDAN ILOILO CITY Murcia San Lorenzo G U I M A R A S Salvador Benedicto BAGO CITY Pulupandan SAN CARLOS CITY Sibunag Valladolid CONSTRUCTION OF CONCRETE ROAD - BACOLOD NEGROS OCCIDENTAL LA CARLOTA CITY San Enrique ECONOMIC HIGHWAY(BANOCEH) Pontevedra THIS SITE La Castellana SEGMENT 3, INCLUDING RIGHT-OF-WAY N E G R O S Moises Padilla BACOLOD CITY Hinigaran O C C. STA. 25+860.00 - STA. 27+660.00 VICINITY MAP WIDTH = 3.5 m. PER LANE (4-LANES) SCALE NTS THICKNESS = 280 mm. NET LENGTH = 1.80 km. (7.20 lane km.) INDEX OF SHEET 1 - LAYOUT PLAN, VICINITY MAP & INDEX OF SHEETS S C A L E N T S 2 - GENERAL NOTES, SUMMARY OF QUANTITIES, TYPICAL ROADWAY SECTION 3 - 8 - PLAN & PROFILE 9 - 54 - CROSS SECTION SURVEYED: PROJECT TITLE / LOCATION : SHEET CONTENTS : ANNIE M. PEDRIA SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO. ENGINEER III REPUBLIC OF THE PHILIPPINES DESIGNED: (SEE COVER PAGE) ROBERT JAMES OLMEDO DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION OF CONCRETE ROAD - BACOLOD NEGROS OCCIDENTAL LAYOUT PLAN ENGINEER I REGION VI, WESTERN VISAYAS ECONOMIC HIGHWAY(BANOCEH) INDEX OF SHEETS CADD: 01 SEGMENT 3 , INCLUDING RIGHT OF WAY JOHN MICHAEL MANAYTAY MARILOU G. ZAMORA JOSE AL V. FRUTO, CES E LEA N. DELFINADO, CESO III FORT SAN PEDRO RESERVATION, ILOILO CITY VICINITY MAP ENGINEER I 54 CHECKED: OIC- PLANNING AND DESIGN DIVISION OIC - ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR BACOLOD CITY JOSE ROY H. LAGON ENGINEER IV DATE : DATE : DATE : REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION VI WESTERN VISAYAS ILOILO CITY CONSTRUCTION OF CONCRETE ROAD - BACOLOD NEGROS OCCIDENTAL ECONOMIC HIGHWAY(BANOCEH) SEGMENT 3, INCLUDING RIGHT-OF-WAY BACOLOD CITY STA. 25+860.00 - STA. 27+660.00 WIDTH = 3.5 m. PER LANE (4-LANES) THICKNESS = 280 mm. NET LENGTH = 1.80 km. (7.20 lane km.) SUBMITTED: RECOMMENDING APPROVAL: APPROVED: MARILOU G. ZAMORA JOSE AL V. FRUTO, CES E LEA N. DELFINADO, CESO III GENERAL NOTES SUMMARY OF QUANTITIES 1. ALIGNMENTS & GRADES ARE SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD CONDITIONS. 2. DISTANCES AND ELEVATIONS ARE IN METERS UNLESS INDICATED OTHERWISE. ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS 3. GRADE SHOWN ARE TOP OF FINISHED PAVEMENT. 4. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR HIGHWAYS AND BRIDGES REVISED 20013 & SPECIAL PROVISIONS & SUPPLEMENTAL SPECIFICATION PERTAINING TO THIS PROJECT. 100(1) CLEARING & GRUBBING Ha. 9.00 5. WATERING & COMPACTI0N OF ALL EMBANKMENTS SHALL BE CONSIDERED AS SUBSIDIARY WORK 3 PERTAINING TO OTHER CONTRACT ITEMS. THE COST OF PERFORMANCE THEREOF SHALL BE CONSIDERED 102(4) SURPLUS UNCLASSIFIED EXCAVATION m 13,547.00 TO BE DISPOSED INCLUDED IN THE CONTRACT UNIT PRICE BID FOR OTHER ITEMS. 3 6. m 5.00 COMPACTED ARTICLE 4.7 OF THE GENERAL REQUIREMENTS & COVENANT IS HEREBY AMENDED AS FOLLOWS: THE 103(3) FOUNDATION FILL REMOVAL OF BUILDING, HOUSES, UTILITY POLES, FENCES & OTHER PUBLIC UTILITIES WILL NOT BE THE 3 RESPONSIBILITY OF THE CONTRACTOR BUT WILL BE REMOVED BY THE " DPWH " PRIOR TO THE 103(6)a PIPE CULVERT AND DRAIN EXCAVATION (COMMON SOIL) m 274.00 CONSTRUCTION. 3 104(1)a EMBANKMENT FROM ROADWAY EXCAVATION (COMMON SOIL) m 8,093.00 COMPACTED 7. MISCELLANEOUS CLEARING, REMOVAL OF TREES, REMOVAL OF CONCRETE FLOORS, CONCRETE SIDEWALKS, OBSOLETE SEWER PIPES, INLETS & OTHER MISCELANEOUS REMOVAL NOT SHOWN IN THE 3 PLANS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEMS AND 104(2)a EMBANKMENT FROM BORROW (COMMON SOIL) m 22,080.00 COMPACTED PAYMENTS SHALL BE CONSIDERED INCLUDED IN THE UNIT PRICE BID FOR THOSE ITEMS. 3 200(1) AGGREGATE SUBBASE COURSE (200mm thick) m 10,619.00 COMPACTED 8. WHEN SHOWN IN THE PLAN OR AS DIRECTED BY THE ENGINEER, UNSUITABLE SUB-GRADE MATERIAL SHALL BE EXCAVATED BELOW THE GROUND SURFACE TO REQUIRED WIDTH & DEPTH, THE AREA TO BE 2 311(1)e1 PORTLAND CEMENT CONCRETE PAVEMENT (UNREINFORCED, 280mm. thk., 14 DAYS) m 25,200.00 EXCAVATED SHALL BE BACKFIELD WITH APPROVED MATERIAL. NO EMBANKMENT MATERIAL SHALL PLACED UNTIL THE FOUNDATION IS STABLE. 500(1)b3 3,3(&8/9(576 &/$66,9PP5&3& l.m 25.00 9. TO ALL CONSTUCTION 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 500(1)b5 3,3(&8/9(576 &/$66,9PP5&3& l.m 50.00 MINIMIZE THE EFFECT OF VIBRATION TO THE SETTING CONCRETE. VEHICLE SHOULD REQUIRE TO TRAVEL IN VERY MUCH REDUCED SPEED. 3 506(1) STONE MASONRY m 18.00 10 EXACT LOCATIONS OF PRIVATE ENTRANCES, SIDEWALKS.OR SECESTREET SHALL BE DETERMINED IN THE 2 FIELD BY THE ENGINNER INCHARGED. ENTRANCES AND DRIVEWAYS TO PRIVATE PROPERTIES SHALL BE 612(1) REFLECTORIZED THERMOPLASTIC PAVEMENT MARKING (WHITE) m 900.00 PAVED WITH CONCRETE PAVEMENTAS CASE MAYBE. 11 EXACT LOCATIONS, GRADIENTS, LENGTHS, TOP & INVERT ELEVATIONS OF ALL DRAINAGE STRUCTURES THAT ARE REQUIRED SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN - CHARGE. PIPE CULVERTS SHALL BE LAID SUCH GRADES THAT THERE WILL BE A CUSHION OF 0.60m OF FILL OVER THE TOP OF PIPE. 12 QUANTITIES ARE SUBJECT TO DECREASE OR INCREASE AS PER ACTUAL ACCOMPLISMENT AND AS CERTIFIED BY THE ENGINEER. 13 THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS OF AND PROVIDE ACCESSIBILITY FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O 37 S.2009. RROW = 45.00 m. 2.50 m. 3.50 m. 3.50 m. 1.68 m. 3.50 m. 3.50 m. 2500.0000 SHOULDER PCCP PCCP CENTER ISLAND PCCP PCCP CL FINISHED GRADE ELEV. SHOWN ON PROFILE ORIGINAL GROUND LEVEL 1.50% 1.50% 1.50% 1.50% 3.0% 3.0% CUT ORIGINAL GROUND LEVEL FILL ITEM 311 - PORTLAND CEMENT CONCRETE PAVEMENT (0.28 m. THICK) ITEM 200 - AGGREGATE SUB-BASE COURSE (0.20 m. THICK) ITEM 102(4) - UNCLASSIFIED EXCAVATION (0.30 m. THICK) FOR DISPOSAL TYPICAL ROADWAY SECTION SCALE N T S SURVEYED: PROJECT TITLE / LOCATION : SHEET CONTENTS : ANNIE M. PEDRIA SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO. ENGINEER III REPUBLIC OF THE PHILIPPINES DESIGNED: (SEE COVER PAGE) ROBERT JAMES OLMEDO DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION OF CONCRETE ROAD - BACOLOD NEGROS OCCIDENTAL GENERAL NOTES ENGINEER I REGION VI, WESTERN VISAYAS ECONOMIC HIGHWAY(BANOCEH) SUMMARY OF QUANTITIES CADD: 02 SEGMENT 3 , INCLUDING RIGHT OF WAY JOHN MICHAEL MANAYTAY MARILOU G. ZAMORA JOSE AL V. FRUTO, CES E LEA N. DELFINADO, CESO III FORT SAN PEDRO RESERVATION, ILOILO CITY TYPICAL ROAD SECTION ENGINEER I 54 CHECKED: OIC- PLANNING AND DESIGN DIVISION OIC - ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR BACOLOD CITY JOSE ROY H. LAGON ENGINEER IV DATE : DATE : DATE :.
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