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Asset Preservation-Rehabilitation/ Reconstruction/Upgrading of Damaged Paved Roads-Secondary Roads, G

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Asset Preservation-Rehabilitation/ Reconstruction/Upgrading of Damaged Paved Roads-Secondary Roads, G DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION 2nd STREET PORT AREA, MANILA ASSET PRESERVATION-REHABILITATION/ RECONSTRUCTION/UPGRADING OF DAMAGED PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ) K0009 + -2026 - K0009 + 689 SUBMITTED BY : RECOMMENDED: APPROVED: CHIEF, PLANNING AND DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: DATE: SCOUT BORROMEO TIMOG AVE EAST AVENUE MAYON AVENUE QUEZON AVENUE SOUTH AVE PANAY AVEMOTHER IGNACIA AVE D. TUAZON TIMOG AVE STO. DOMINGO N. S. AMORANTO SR. AVENUE EPIFANIO DE LOS SANTOS AVE. (EDSA) KAMIAS ROAD ROCES AVE TOMAS MORATO AVENUE SCOUT CHUATOCO DON ALEJANDRO ROCES AVENUE BANAWE DILIMAN CREEK D. TUAZON MARIA CLARA MAYON AVENUE BIAK NA BATO KAMUNING ROAD N. S. AMORANTO SR. AVENUE THIS SITE DILIMAN CREEK KALOOKAN CITY AURORA BLVD. DILIMAN CREEK DILIMAN QUEZON AVENUE CREEK EULOGIO RODRIGUEZ SR AVENUE ESTERO DE VITAS QUEZON CITY BLUMENTRITT E. RODRIGUEZ SR. BOULEVARD E. RODRIGUEZ SR. BLVD. AURORA BLVD. 15TH AVENUE MAKILING CALAMBA VANCOUVER MAYON AVENUE BLUMENTRITT GEN. ROMULO AVENUE RIZAL AVENUE ANTONIO M. MACEDA SIMOUN M. HEMADY DIMASALANG NICANOR ROXAS D.TUAZON GILMORE SAN JUAN RIVER MARIA CLARA P. TUAZON ST. LA MESA DAM TAYUMAN (63$f$ TAYUMAN (LAONG LAAN) AURORA BLVD N. DOMINGO MAIN AVENUE BAYANI EPIFANIO DE LOS SANTOS AVE. (EDSA) LIBERTY AVE. VALENZUELA CITY GRANADA (63$f$ C. BENITEZ SANTOLAN NAVOTAS ST. JOSEPH COL. BONI SERRANO QUEZON CITY M. EARNSHAW ORTIGAS AVE MALABON (63$f$ AURORA BOULEVARD ANAPOLIS ESTERO DE SAN LAZARO ESTERO DE MAGDALENA KALOOKAN CITY ESTERO DE LA RAINA CLARO M. RECTO AVENUEJ. FIGUERAS (BUSTILLOS) RAMON MAGSAYSAY BOULEVARD OLD STA. MESA P. GUEVARRA ORTIGAS AVENUE LEGARDA V. MAPA CONNECTICUT OLD STA. MESA ESTERO DE SAN MIGUEL MARIKINA CITY WILSON CONNECTICUT ST. LEGARDA MENDIOLA SAN JUAN DR. JOSE P. LAUREL P. PARADA ESTERO DE BINONLO CONNECTICUT WILSON ST. ORTIGAS AVENUE V. MAPA PASIG RIVER F. MANALO RIVER SIDE BLUMENTRITT DR. J.P. LAUREL P. CASAL EXT. RIVER SIDE P. SANCHEZ GEN. KALENTONG CARLOS PALANCA SR. NICANOR PADILLA JESUS PRES. QUIRINO AVENUE PADRE BURGOS SHAW BLVD PAZ MENDOZA GUANZON PASIG RIVER PASIG LAURA RIVER SAN JUAN AYALA BOULEVARD SAN JUAN RIVER SHAW BOULEVARD ESTERO PROVISOR LAURA MANDALUYONG CITY PASIG CITY VICINITY MAP NOT TO SCALE MAKATI CITY THIS SITE PINAGLABANAN MOTHER IGNACIA AVE AVE IGNACIA IGNACIA MOTHER MOTHER MOTHER IGNACIA AVE IGNACIA MOTHER DE GUZMAN DE G. REYES PASONARIA STA. IGNACIANA HYACINTH JASMIN SOUTH A A A SOUTH TAGUIG LILAC BEG. NARCISSUSOF PROJECT END OF PROJECT K0009+-2026GUMAMELA K0009+689 GUMAMELA PANAY AVE PANAY PANAY AVE PANAY SCOUT CHUATOCO 3$5$f$48(&,7< EULOGIO RODRIGUEZ SR. AVENUE SR. RODRIGUEZ EULOGIO SCOUT CHUATOCO DOMINGO N. HILLS VILLAGE NEW MANILA ROLLING /$63,f$6&,7< ROTC HUNTERS BITUAN KALIBAYA KAPILIGAN LUNTAN SAN JUAN RIVER KAPILIGAN SAN JUAN RIVER BALABAC LANTAWAN SARAGOSA ROTC HUNTERS ROTC GUIRAYAN BOULEVARD AURORA GUIRAYAN BOULEVARD AURORA PALANZA GREGORIO ARANETA AVENUE ARANETA GREGORIO GREGORIO ARANETA AVENUE ARANETA GREGORIO BALOY MUNTINLUPA CITY GREGORIO ARANETA AVENUE GREGORIO ARANETA AVENUE ELSA AVENUE BALABAC TOMAS ARGUILLES NAZARAGA LANDARGUN AGNO EXTENTION AGNO ROSA ROXAS TAMAR TUAYAN SILENCIO LUBLUBAN AMPIRO BAYANI SANTOL QUEZON AVENUE QUEZON KABIGNAYAN JACINTO TOPOGRAPHIC MAP STO. DOMINGO CLARA MARIA LOCATION PLAN N O T T O S C A L E NOT TO SCALE OLD STA. MESA BIAK NA BATO ASSET PRESERVATION-REHABILITATION/ RECONSTRUCTION/UPGRADING OF DAMAGED TOPOGRAPHIC MAP CESAR B. MAGNO %(1(',&72$0$5,f$6 02 PAVED ROADS-SECONDARY ROADS, VICINITY MAP ENGINEER II ENGINEER II LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV G. ARANETA AVE.,(SO5617LZ) LOCATION PLAN CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R. MERCADO CIELITO C. PURISIMA ENGINEER III ENGINEER III RAMON MAGSAYSAY BOULEVARD GENERAL NOTES 1. STANDARD SPECIFICATION : SUMMARY OF QUANTITIES ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATION FOR HIGHWAYS, BRIDGES AND AIRPORTS REVISED 2013 SPECIAL PROVISION AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THIS QUANTITY PROJECT, CONDITIONS OF CONTRACT (INT'L) FOR WORKS OF CIVIL ENGINEERS CONSTRUCTION, 2ND ITEM NO. D E S C R I P T I O N UNIT REMARKS EDITION, PREPARED BY F.I.D.I.C. SHALL ALSO GOVERN. 101 REMOVAL OF EXISTING CONCRETE PAVEMENT (230 mm.) SQ.M. 22,716.00 2. DIMENSIONS 102 ROADWAY EXCAVATION CU.M. 3,862.00 UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS WHICH INCLUDE STATIONING, DISTANCES BETWEEN 200 AGGREGATE SUB - BASE COURSE (100mm.) CU.M. 2,272.00 CONTROL POINTS AND ELEVATIONS ARE MEASURED IN METERS. 311 PCCP (Unreinforced, t = 0.30m., 1 day 550F psi) SQ.M. 22,716.00 3. ALIGNMENT AND GRADE NO ALTERATION OR CHANGE IN ALIGNMENT AND GRADE SHALL BE MADE UNLESS EXISTING FIELD CONDITION SO WARRANT AND ONLY UPON WRITTEN ORDER BY THE ENGINEERS AND APPROVED BY THE PROPER AUTHORITY CONCERNED. 4. REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS A. ALL WORKS SHALL COMPLY WITH CLAUSE 39 "REQUIREMENTS AND CONDITIONS OF CONTRACTS", VOLUME-1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND HIGHWAYS, 2013. INDEX OF SHEET B. PORTION OF EXISTING UTILITIES, SUCH AS WATER MAINS, IRRIGATION CHANNELS, TELEPHONE POST SHEET AND TRUNK LINES ETC., THAT MAY CAUSE OBSTRUCTIONS TO THE CONSTRUCTION OF THIS PROJECT SHEET CONTENT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTIONS SHALL BE NO. EXERCISED. DAMAGED THEREOF SHALL BE THE ACCOUNT OF THE CONTRACTOR. 1 TITLE PAGE (COVER SHEET) 5. SUB - GRADE, SUB - BASE AND BASE 2 TOPOGRAPHIC MAP, VICINITY MAP and LOCATION PLAN A. UNSUITABLE SUB - GRADE MATERIAL SHALL BE EXCAVATED BELOW THE GROUND SURFACE TO THE 3 GENERAL NOTES, SUMMARY OF QUANTITIES, INDEX OF SHEETS, and PAVEMENT DESIGN PARAMETERS REQUIRED WIDTH AND DEPTH, THE AREA TO BE EXCAVATED SHALL BE BACKFIELD WITH APPROVED MATERIAL. 4 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT DETAIL (RE-BLOCKING) B. NO EMBANKMENT MATERIALS SHALL BE PLACE UNTIL THE FOUNDATION IS STABLE. 5 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT DETAIL (PLAIN) 6. CONCRETE AND CONCRETE PAVEMENT 6 GENERAL PLAN (STA. 7+000 to STA. 7+600) A. ALL CONCRETE TO BE USED IN THIS PROJECT SHALL BE CLASS "A" UNLESS OTHERWISE INDICATED. 7 GENERAL PLAN (STA. 7+600 to STA. 8+200) B. NO ADMIXTURES OR ADDITIVES WILL BE ALLOWED FOR ALL CONCRETE WORKS WITHOUT PRIOR APPROVAL 8 GENERAL PLAN (STA. 8+200 to STA. 8+800) FROM THE SECRETARY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS OR HIS DULY REPRESENTATIVE. 9 GENERAL PLAN (STA. 8+800 to STA. 9+400) C. TRAFFIC SHALL BE REQUIRED TO REDUCE SPEED WHEN PASSING THE VICINITY OF THE NEWLY LAID CONCRETE PAVEMENT UNTIL SUCH TIME THAT IT HAS OBTAINED THE FOURTEEN (14) DAYS REQUIRED 10 GENERAL PLAN (STA. 9+400 to STA. 9+700) STRENGTH. 11 TYPICAL ROADWAY SECTION 7. DRAINAGE 12 TRAFFIC MANAGEMENT PLAN A. EXACT LOCATION, SLOPE, OUT FALLS AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE CHECKED IN THE FIELD BY THE ENGINEER, MINOR ADJUSTMENT MAY BE MADE BY THE APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITION. B. EXISTING DRAINAGE STRUCTURE, OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL SERVICEABLE SHALL BE UNREAD OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION, EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS DURING THE REMOVAL AND HANDLING. 8. CONSTRUCTION STAKES PAVEMENT DESIGN PARAMETERS A. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TRUE AND PROPER SETTING - OUT OF THE WORK 1. DESIGN TRAFFIC W18 = 217.60 x 10^6 (18 kip ESAL) OR IMPROVEMENT AND FOR CORRECTNESS OF POSITION, LEVEL, SLOPE AND CONTINUOUS PROFILE GRADE IN ROAD WORK. HE WILL SET CONSTRUCTION STAKES, ESTABLISHING LINES, SLOPE AND CONTINUOUS PROFILE WORK AND OTHER LINE AND BENCH MARK FOR BRIDGE WORK, GRADE IN ROAD PROTECTIVE AND NECESSARY 2. DESIGN RELIABILITY R = 80 % STRUCTURES AND APPURTENANCES CULVERT WORK, AS ARE DEEMED NECESSARY FROM THE REFERENCE DATE TO BE FURNISHED BY THE ENGINEER IN WRITING. 3. NORMAL DEVIATION ZR = -0.841 B. THE CHECKING OF CONSTRUCTION STAKES BY THE ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THE CORRECTNESS THEREOF AND THE CON TRACTOR SHALL 4. STANDARD DEVIATION SO = 0.35 CAREFULLY PROTECT AND PRESERVE ALL BENCH MARK, PEGS AND OTHER THINGS USED IN SETTING OUT THE WORK. 5. DESIGN RELIABILITY LOSS Ʃ36, C. IN THE CASE OF 'CHARGES" OR CHANGE IN CONDITION" WHICH INVOLVES ANY CHANGES IN STAKE OUT, THE CONTRACTOR SHALL COOPERATE WITH THE ENGINEER AND FACILITATE THE PROMPT RE - ESTABLISHMENT OF 6. PCCP MODULUS OF RUPTURE S'C = 643 psi THE FIELD CONTRACT FOR THE ALTERNATIVE OR ADJUSTED WORK. 7. PCCP MODULUS OF ELASTICITY Ec = 3.4 x 10^6 psi 9. STANDARD DRAWING THE NECESSARY DRAWING CONTAINED IN THE DPWH STANDARD DRAWING FOR ROAD SHALL BE UTILIZED 8. SUBGRADE DESIGN CBR CBR = 26.0% FOR THE PROJECT UNLESS OTHERWISE A MORE DETAILED. 9. EFFECTIVE MODULUS OF RUPTURE k = 250 pci 10. QUANTITY 10. DRAINAGE COEFFICIENT Cd = 1.0 QUANTITY OF VARIOUS WORK ITEM INVOLVED ARE SUBJECT TO DECREASE OR INCREASE DEPENDING ON 11. LOAD TRANSFER COEFFICIENT J = 3.20 THE ACTUAL FIELD CONDITION. 11. ACCESS RAMP (B.P. 344 ACCESSIBILITY LAW) 12. TERMINAL SERVICE INDEX Pt = 2.5 PURSUANT TO BATASANG PAMBANSA 344, THE CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS ALLOTTED FOR 13. PCCP THICKNESS t = 300 mm PERSON WITH DISABILITY (PWD) ON AREAS TO BE IDENTIFIED BY THE PROJECT ENGINEER DURING THE PROJECT IMPLEMENTATION. ASSET PRESERVATION-REHABILITATION/ GENERAL NOTES, SUMMARY RECONSTRUCTION/UPGRADING OF DAMAGED CESAR B. MAGNO %(1(',&72$0$5,f$6 OF QUANTITIES, INDEX OF 03 PAVED ROADS-SECONDARY ROADS, ENGINEER II ENGINEER II SHEETS AND PAVEMENT LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV G. ARANETA AVE.,(SO5617LZ) DESIGN PARAMETERS CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R.
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