DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CAMARINES SUR 2nd DISTRICT ENGINEERING OFFICE BARAS, CANAMAN, CAMARINES SUR CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO FMR, BRGY. CAMBALIDIO, LIBMANAN, CAMARINES SUR STA 0+000 to 0+750 1.500 LANE KM. ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS, JR. Camarines Sur 2nd Legislative District CANDAMI CAMARINES SUR 1ST AWAYAN R A G A Y G U L F ENGINEERING DISTRICT BEGUITO VIEJO MANTALISAY TARUM BEGUITO NUEVO PATAG BIKAL MAMBAYAWAS CAMARINES SUR USON CAMAMBUGAN CANDATO UDOC MAMBALITE LABAO SIGAMOT PADLOS TAMPUHAN BAGUMBAYAN BIGAJO NORTE LIBOD II BIGAJO SUR IBID STA. CHURCH SITE LIBOD I PURO-BATIA TABAN-FUNDADO CUYAPI PALANGON POBLACION CALABNIGAN SIBUJO SAN JUAN POTOT INALAHAN LOBA-LOBA CONCEPCION ASLONG PLANZA HANDONG MABINI UMALO CAIMA MALINAO VILLADIMA (STA. CRUZ) SAN ISIDRO BAHAY MANCAWAYAN LIBMANAN MALBOGON VILLA SOCORRO SALVACION RONGOS MANDACANAN PAG-ORING NUEVO CAMARINES SUR 3RD MALANSAD VIEJO CAWAYAN PAG-ORING VIEJO ENGINEERING DISTRICT BAHAO BAGACAY SAN PABLO DANAWAN TANAG MALANSAD NUEVO CAGBUNGA SAN VICENTE BAGADION MAMBULO VIEJO PALONG N TINANQUIHAN CAMBALIDIO CAGBIBI TINALMUD NUEVO BUSAK DUANG NIOG MAMBULO NUEVO SAN RAMON CAGBUNGADAHILIG MALBONG POB. DISTRICT II LOOB NAMUAT W E PATONG POB. DISTRICT I CAPUCNASAN SAN VICENTE GAINZA TARUSANAN SALVACION LIPOT SAN VICENTE MAYAOPAYAWAN SAN JOSE TINALMUD VIEJO SAMPALOC DALIPAY SAN ANTONIO BAGAMELON FLORDELIZ AMPARADO SAN ANTONIO PAMPLONA SAN RAFAEL STO. DOMINGO SALVACION POBLACION SAN MIGUEL TINALMUD BALAGBAG MILAOR MAYCATMON SAN ROQUE ALIMBUYOG CABUGAO BAGONG SILANG CALAWAT MAYDASO TAMBO BURABOD DEL ROSARIO BORONG-BORONGAN DEL ROSARIO S THIS SITE STA. CRUZ TILNAC HOBO CUCO DEL PILAR TAMPADONG PLANZA ANTIPOLO TARIRIC BATANG ITULAN SAN GABRIEL BUENAVISTA SAN JUAN-SAN LORENZO K E Y M A P SAN ISIDRO BONIFACIO VENERACION MALITBOG QUITANG PAMUKID RIZAL SAN FELIPE-SANTIAGO MACAD POBLACION DEL CARMEN-DEL ROSARIO MANAPAO BAHAY SAN FRANCISCO TABAN DALUPAON GRIJALVO PASACAO ALIANZA BEBERON N SAN JOAQUIN LUPI IRAYANG SOLONG CARANAN STA. ROSA ODICON BAGONGBONG CATANUSAN DEL NORTE SAN FERNANDO MATAOROC PIPIAN CALASCAGAS TAGPOCOL SAN CERILO STA. ROSA ANTIPOLO W E DEL SUR TIMBANGMINALABACBALIWAG VIEJO SAGRADA FAMILIA BOCAL N 0$5$f*, HOBO BALOGO BALIWAG NUEVO DACULANG TUBIG S SAN JOSE END OF PROJECT BIKAL DEL SOCORRO W E STA 0+750 NGARAN PINAMASAGAN LATITUDE = 13° 38' 19.16" MAGADAP LONGITUDE = 122° 53' 36.76" Legend: COTMO BAGOLATAO CAMARINES SUR 5TH Bicol River ENGINEERING DISTRICT S Libmanan River DI STR ICT MAP SAN ANTONIO Cut-off Channel Primary Road: Daang Maharlika (LZ) SALINGGOGON Secondary Road: Danao-Pasacao Rd Tertiary Road: Milaor-Minalabac-Pili Rd Expressway Concrete Bridge HAMORAON Steel Bridge Rail Road BEGINNING OF PROJECT STA 0+000 LATITUDE = 13° 38' 14.75" LONGITUDE = 122° 54' 0.14" N V I C I N I T Y M A P LOCATION PLAN W E S REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO KEY MAP SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT DISTRICT MAP KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, VICINITY MAP ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR LOCATION PLAN E S N W PROPOSED SINGLE BARREL BOX CULVERT STA 0+160 BEGINNING OF PROJECT STA 0+000 LATITUDE = 13° 38' 14.75" LONGITUDE = 122° 54' 0.14" MATCH LINE STA 0+360 TREE TREE (for removal) BENCHMARK ELECTRIC POST EXISTING STRUCTURE 100.00 CONTOUR P L A N EXISTING PCCP PROPOSED PCCP PROPOSED DRAINAGE STRUCTURE REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, PLAN ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR E S N W END OF PROJECT STA 0+750 LATITUDE = 13° 38' 19.16" LONGITUDE = 122° 53' 36.76" PROPOSED 10 - BARREL PIPE CULVERT STA 0+450 MATCH LINE STA 0+360 TREE TREE (for removal) BENCHMARK ELECTRIC POST EXISTING STRUCTURE 100.00 P L A N CONTOUR EXISTING PCCP PROPOSED PCCP PROPOSED DRAINAGE STRUCTURE REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, PLAN ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR BEGINNING OF PROJECT STA 0+000.00 PROPOSED BOX CULVERT STA 0+160 TYPE: SINGLE BARREL SIZE: 1.80 m x 1.50 m LENGTH: 8.50 m PROPOSED FINISHED GROUND LINE EXISTING GROUND LINE MATCH LINE STA 0+300 P R O F I L E REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, PROFILE ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR MATCH LINE STA 0+300 P R O F I L E PROPOSED FINISHED GROUND LINE EXISTING GROUND LINE MATCH LINE STA 0+400 EXISTING GROUND LINE MATCH LINE STA 0+400 PROPOSED PIPE CULVERT STA 0+450 TYPE: EIGHT BARREL SIZE: 610 mm ∅ LENGTH: 8.00 m PROPOSED FINISHED GROUND LINE MATCH LINE STA 0+500 REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, PROFILE ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR EXISTING GROUND LINE END OF PROJECT STA 1+000.00 PROPOSED FINISHED GROUND LINE MATCH LINE STA 0+500 P R O F I L E REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, PROFILE ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR -2.00% -1.50% -1.50% -2.00% PAVEMENT DESIGN PARAMETERS TRAFFIC ANALYSIS: ANNUAL AVERAGE DAILY TRAFFIC (AADT) = 2,441 TRAFFIC GROWTH RATE , i = 4% DESIGN LIFE PERIOD, L = 20 Years CESAL, W18 = 184,829,116 SOIL ANALYSIS: SUBGRADE RESILIENT MODULUS, Mr = 29,118 psi. SUBBASE RESILIENT MODULUS, Mrs = 15,000 psi. COMPOSITE MODULUS OF SUBGRADE, Kc = 1,050 pci. LOSS OF SUPPORT, LS = 2.0 EFFECTIVE MODULUS OF SUBGRADE, K = 71 pci. T Y P I C A L S E C T I O N A PAVEMENT ANALYSIS: OVERALL STANDARD DEVIATION, So = 0.35 RELIABILITY FACTOR, R = 70% INITIAL SERVICEABILITY INDEX, Po = 4.50 TERMINAL SERVICEABILITY INDEX, Pt = 2.00 /266,16(59,&($%,/,7<,1'(;ǻ36, = 2.50 DRAINAGE COEFFICIENT, Cd = 1.10 LOAD TRANSFER COEFFICIENT, J = 2.50 MATERIAL PROPERTIES: CONCRETE MODULUS OF RUPTURE, Sc = 550 psi. STANDARD NORMAL VARIATE, Z = 1.037 STANDARD VARIATION, SD = 10% -2.00% -1.50% -1.50% -2.00% -3.00% -3.00% MEAN CONC. MODULUS OF RUPTURE,S'c = 607 psi. PCC COMPRESSIVE STRENCGTH, f'c = 3,500 psi. PCC MODULUS OF ELASTICITY, Ec = 3,372 ksi. 5H : 12V 1H : 6V 1H : 6V 5H : 12V T Y P I C A L S E C T I O N B REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY. CAMBALIDIO CAMARINES SUR 2nd DISTRICT KATHRINE CRIS DL. AGOR ERLINDA D. IPO SALVACION LORA C. DELEÑA RUBEN S. SANTOS JR. FMR, BRGY. CAMBALIDIO, TYPICAL ROADWAY SECTIONS ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER ENGINEERING OFFICE DATE: DATE: DATE: DATE: BARAS, CANAMAN, CAMARINES SUR LIBMANAN, CAMARINES SUR PAVEMENT DESIGN PARAMETERS TRAFFIC ANALYSIS: ANNUAL AVERAGE DAILY TRAFFIC (AADT) = 2,441 TRAFFIC GROWTH RATE , i = 4% DESIGN LIFE PERIOD, L = 20 Years CESAL, W18 = 184,829,116 SOIL ANALYSIS: SUBGRADE RESILIENT MODULUS, Mr = 29,118 psi. -2.00% -1.50% -1.50% -2.00% SUBBASE RESILIENT MODULUS, Mrs = 15,000 psi. COMPOSITE MODULUS OF SUBGRADE, Kc = 1,050 pci. LOSS OF SUPPORT, LS = 2.0 EFFECTIVE MODULUS OF SUBGRADE, K = 71 pci. PAVEMENT ANALYSIS: OVERALL STANDARD DEVIATION, So = 0.35 RELIABILITY FACTOR, R = 70% INITIAL SERVICEABILITY INDEX, Po = 4.50 TERMINAL SERVICEABILITY INDEX, Pt = 2.00 /266,16(59,&($%,/,7<,1'(;ǻ36, = 2.50 DRAINAGE COEFFICIENT, Cd = 1.10 LOAD TRANSFER COEFFICIENT, J = 2.50 MATERIAL PROPERTIES: CONCRETE MODULUS OF RUPTURE, Sc = 550 psi. T Y P I C A L S E C T I O N C STANDARD NORMAL VARIATE, Z = 1.037 STANDARD VARIATION, SD = 10% MEAN CONC. MODULUS OF RUPTURE,S'c = 607 psi. PCC COMPRESSIVE STRENCGTH, f'c = 3,500 psi. PCC MODULUS OF ELASTICITY, Ec = 3,372 ksi. -2.00% -1.50% -1.50% -2.00% T Y P I C A L S E C T I O N D REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE V CONCRETING OF SITIO SAN CIRILO, BRGY.