Department of Public Works and Highways 00 Regional Office I San Fernando City, La Union
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REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS 00 REGIONAL OFFICE I SAN FERNANDO CITY, LA UNION C.Y 2021 PROJECT DETAIL ENGINEERING PLANS FOR CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS LEADING TO DECLARED TOURISM DESTINATIONS, BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL,PANGASINAN LOCATION: DASOL, PANGASINAN NET LENGTH : SUBMITTED: RECOMMENDED: APPROVED: ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CHIEF, PLANNING AND DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE : DATE : DATE : SET NO: SHEET NO: REGIONAL MAP of REGION I N SHOWING NATIONAL ROADS AND DISTRICT BOUNDARIES THIS SITE S BALAOI PASALENG BAY BURAYOC TO CAGAYAN PASALENG PAGUDPUD BINDAY BURAAN BADUANG BANGUI MASINI BURGOS DUMALNEG 3+725 ADAMS DAVILA 3+700 DIVI DARISDIS AGAGA TUNGEL DILAVO PAREDES BATO MT. PAO AIR STATION N 3+600 LIPAY KARUSQUIS PASUQUIN ILOCOS NORTE 1st 3+500 ALSEM AMIN BACARRA MT. AGANMATA NABUTAS VINTAR DAM MT. MASADSADAC VINTAR 3+400 3+300 LAOAGLA PAZ CITY 3+976 GABU CARASI SAN NICOLAS PIDDIG UBOG 3+500 3+400 3+900 SARRAT 3+200 3+200 3+300 3+186 3+600 MANGITATAYU 3+800 DINGRAS 3+700 LUMBAO 3+100 PAOAY SOLSONA BIDDING BATAC MARCOS PADONG 3+000 CURRIMAO MT. SICAPDO QUIOM ILOCOS NORTE 2nd 2+900 PORT CURRIMAO QUIOM (BANNA) ESPIRITU PINILI BALLAAG BINGAO STO. TOMAS BADOC ISLAND 2+800 BADOC MADUPAYOS SULAT POINT NAGREBSAN NUEVA ERA NASSADAO SINAIT S BALACBAC 2+700 KAPAKAK DACLABANO SALAMAGUE 1 CABUGAO SALAMAGUE 2+600 LAPOG BAY SAN JUAN ILOCOS SUR 1st 2+500 PINGET ISLAND MAGSINGAL CASILI PATONG STO. DOMINGO 2+400 SAN ILDEFONSO SAN VICENTE BANTAY SANTA CATALINA VIGAN CITY 2+300 CAOAYAN TO ABRA SANTA 2+200 SULVEC PT. NAGBUKEL NARVACAN 2+100 STA. MARIA SAN ESTEBAN 2+000 BURGOS SANTIAGO BAYANGGUI 1+900 DAN-AR LIDLIDDA BANAYOYO CANDON CITY SAN EMILIO 1+800 GALIMUYOD SALCEDO QUIRINO STA. LUCIA 1+700 G. DEL PILAR QUINIBU STA. CRUZ 1+600 DILI SIGAY 1+500 ILOCOS SUR 2nd CERVANTES 1+400 KIMPUSA SUYO DARDARAT BUTAC TAGUDIN CABUGAO ALILEM 1+300 BANGAR TO BENGUET SUDIPEN RIMOS 1+200 LUNA CASTRO SUGPON BALAOAN 1+100 WEST PHILIPPINE SEA SANTOL 0+486 LA UNION 1st 1+000 BACNOTAN WEST PHILIPPINE SEA 0+500 SAN GABRIEL SAN JUAN STO. ROSARIO 0+900 0+600 SAN FERNANDO PORT LUBING NAGYUBUYUBAN PORO POINT BAGULIN SAN FERNANDO CITY 0+700 0+800 NAGUILIAN BURGOS BAUANG BAGUIO-NAGUILIAN LA UNION 2nd CABA Santiago Island BOLINAO ARINGAY SAN ANTONIO TUBAO PUGO MARCOS HIGHWAY AGOO ANDA STO. TOMAS DAMORTIS ROSARIO TO BAGUIO TO BAGUIO Hundred Islands ARTACHO BANI RABON ESPERANZA MABILAO SISON BOLASI LABAYUG ALAMINOS CITY NUEVA VISCAYA AGNO SAN FABIAN POZZOROBIO WEST PHILIPPINE SEA SAN ROQUE SAN ROQUE SAN JACINTO SAN NICOLAS MABINI SAN MANUEL SUAL DAGUPAN CITY MANGALDAN LAOAC BURGOS BINALONAN NATIVIDAD LINGAYEN MANAOAG MAPANDAN LABRADOR ASINGAN TAYUG BINMALEY CALASIAO STA. BARBARA DASOL URDANETA CITY STA MARIA SAN QUINTIN PANGASINAN SUB BUGALLON PANGASINAN 3rd PANGASINAN 1st SAN CARLOS CITY UMINGAN MALASIQUI VILLASIS BALUNGAO AGUILAR STO TOMAS NUEVA ECIJA BASISTA ROSALES INFANTA URBIZTONDO ALCALA PANGASINAN 2nd BAYAMBANG BAUTISTA TO TARLAC PROJECT SITE TO ZAMBALES MANGATAREM TO TARLAC LOCATION MAP VICINITY MAP DRAWN NOT TO SCALE DRAWN NOT TO SCALE PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, VICINITY MAP PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN LOCATION MAP CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS 00 REGIONAL OFFICE I SAN FERNANDO CITY, LA UNION C.Y 2021 PROJECT DETAIL ENGINEERING PLANS FOR CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS LEADING TO DECLARED TOURISM DESTINATIONS, BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL,PANGASINAN LOCATION: DASOL, PANGASINAN NET LENGTH : SUBMITTED: RECOMMENDED: APPROVED: ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III CHIEF, PLANNING AND DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE : DATE : DATE : SET NO: SHEET NO: DESIGN SYMBOLS LEGENDS SYMBOL FIGURE STRUCTURE (TYPE) DESCRIPTION ROAD TRAVEL WAY SECTION TARGET CL RROW, ROAD RIGHT OF SEE DETAIL ON METAL BEAM RAILING SEE DETAIL "B" SEE DETAIL "A" 10.0 MTS RROW WAY LIMIT 20 Mts. GRID COORDINATES 1139,200 N 10.0 MTS RROW S =1 : 24 ON FILL ON FILL S =1 : 24 SEE DETAIL ON CENTER LINE OF CARRIAGEWAY NORTH SIGN ROADWAY PAVEMENT PCCP CONSTRUCTION OF NEW PCCP WEEPHOLES t= 230 MM. W/ STONE MASONRY EXISTING PCCP, t=0.23m ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE PAVEMENT, t= 0.23 m. (CARRIAGEWAY) ITEM 200 - AGGREGATE SUB BASE COURSE ITEM 104 - EMBANKMENT (FROM ROADWAY EXCAVATION) SELECTED BORROW MIXED SAND FINISHED GRADE & GRAVEL RIVER MIXED ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE CONTOUR ON PROFILE g=+3.00 % PAVEMENT, t= 0.15 m. (SHOULDER) 5 4 3 4 5 TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ STONE MASONRY, METAL RAILING ON EMBANKMENT SCALE: 1:80 MTS GRADIENT BENCH MARK OF SIDE DITCH s=+3.00 % 0.50 SEE DETAIL ON GUARDRAIL 0.70 SLOPE 3.0 % PORTLAND CEMENT 48 SECTION IN EARTH CONCRETE PAVEMENT Ht = VARIABLE H STONE MASONRY S =1 : 24 SMRW STONE MASONRY DETAIL NATURAL GRADE LINE ITEM 104 - EMBANKMENT SELECTED BORROW / MIXED SAND & GRAVEL RIVER MIXED 00MMØ PVC DRAIN OR WEEP HOLES WITH FILTER CLOTH TIED AT THE INNER VERTICAL CURVATURE END OF THE WEEP HOLES AND 120MM MEDIUM GRAVEL AND 120MM FINE GRAVEL ORIGINAL GROUND 0.60 MIN. SPACED AT 2.0M. ON CENTER HORIZONTAL AND 1.0 M. VERTICAL STAGGERED B = 0.65 H SEE DETAIL "M" ON WEEPHOLES SECTION "E" CUT LINE 216 PRE-FAB STEEL FLEX BEAM 108108 16mmØx229 MACHINE BOLT CONCRETE POST PRE-FAB STEEL FLEX BEAM, GAUGE 14 51 51 CENTER OF ROADWAY PRE-FAB STEEL 200 FINISH GRADE FLEX-BEAM 10 10 230 230 700 16mmØx229 MACHINE BOLT SHOULDER SURFACE 16mmØx229 MACHINE BOLT 16mm Ø 16mm Ø 25 BOLT HOLE BOLT HOLE BEAM TYPE GUARDRAIL ON EMBANKMENT, A5 230 200 X 200 CONC. POST 131 1000 STONE MASONRY STONE MASONRY 159 540 GR 3.12 318 51 108 108 51 AND PIPE CULVERT 200 200 GUARDRAILS 1700 1700 131 25 PIPE CULVERT 1470 1470 4-16mmØBARS R236.14 RIVER / CREEK 131 10-10mm Ø TIES 4-16mmØ BARS 25 200 3810 3810 SPACED EQUALLY 200 WITH 10-10mmØ 254 STONE MASONRY TIES SPACED R257.72 131 EQUALLY 76 A2 ELEVATION 25 EDGE OF EDGE OF 134.71 SCALE 1:20 A6 SECTION POST SCALE 1:10 A7 FLEX-BEAM END DETAIL STONE MASONRY PRE-FAB STEEL FLEX BEAM STONE MASONRY STONE MASONRY PRE-FAB STEEL FLEX BEAM SCALE 1:10 200x200 CONCRETE POST POINT OF A5 FLEX-BEAM DETAIL INVERT ELEVATION OF CANAL INTERSECTION / TANGENT 0.75 0.75 SHOULDER 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 1500 100 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 2.05 2.05 TRAVELLED WAY EDGE OF 6.70 m. WIDTH PCCP 0.45 3000 6000 3050 3.2mm x 150mm BROKEN WHITE REFLECTORIZED 0.3 0.3 CENTERLINE 0.3 5.00 5.00 N O T E S : 0.8 100 150 6100 1.60 3.10 0.5 THERMOPLASTIC PAVEMENT TRAVELLED WAY 2.95 100 0.5 TPM 3050 FOR PAVEMENT MARKINGS 1.00 TRAVELLED WAY 0.7 MARKINGS, WHITE 100 1. ON PLAN AND PROFILE, ALL THE STRUCTURE WORKS WHICH ARE REPRESENTED 0.35 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE CURB OR TRAVELLED WAY EDGE 1.50 1.50 GIVEWAY BY SYMBOLS ARE SHOWN ON BOTH SIDES OF THE ROAD. SHOULDER 1500 DETAIL OF EDGE LINE MARKINGS THROUGH ARROW COMBINED ARROW FOR ROADS WITH SPEED LIMIT OF 60kph OR LESS NOTES : 1. ALL DIMENSIONS SHOWN ARE IN MILIMETERS UNLESS OTHERWISE STANDARD PAVEMENT ARROWS CENTER & EDGE LINE MARKINGS NOTED. SCALE 1:50MTS. 2. STATION LIMITS AND LENGTH OF EACH WORK SHALL BE DETERMINED IN THE FIELD 2. PAVEMENT MARKING SHALL BE APPLIED IN ACCORDANCE WITH THE ROAD SIGNS AND PAVEMENT MARKINGS MANUAL, DPWH 2012. IT SHALL BE OF THERMOPLASTIC MATERIALS. AND APPROVED BY THE ENGINEER. 3 - 5MM G.I. BOLTS W/ NUTS AND WASHER 300MM X 300MM 300 1 CONCRETE FOUNDATION 1½" X 8" G.I. FLAT BAR 75MM Ø GI PIPE 3 - 2MM G.I. BOLTS W/ PAINTED WITH REFLECTORIZED 4m. > LC > 2m. 300 NUTS AND WASHER SUNSHINE YELLOW W/ A A 3. PORTLAND CEMENT CONCRETE PAVEMENT RECONSTRUCTION (PCCP) BLOCK, RED LEAD BASE PAINT 90° ANGLE VARIABLE (TO BE ADJUSTED PER HORIZONTAL CURVE ALIGNMENT REQUIREMENT) 600 - 1000 STANDARD SIZE OF ONE SLAB 3.05m - 3.65m x 4.50m. PLAN A A A 600 - 1000 C C 2MM Ø G.I. BOLTS W/ E NUTS AND WASHER F F RED CHEVRON SYMBOL F RED CHEVRON SYMBOLS WHITE BACKGROUND B ALL STRUCTURES SHALL COMPLY WITH THE REQUIRED STANDARD, SEE APPLICABLE DRAWINGS. D 4. ROAD SIGN E WHITE BACKGROUND B 75mmØ PIPE POST D EDGE OF ROAD SHOULDER ROAD SIGNAGES WHITE EDGE OF PAVEMENT/TRAVELLED WAY RS SHOULDER BLACK WHITE BACKGROUND EDGE OF SHOULDER EDGE OF PAVEMENT/TRAVELLED WAY E 1000 - 1500 (FOR ROAD GUIDE SAFETY MARKING) RED CHEVRON SYMBOL 5. THE LETTER INSIDE PARENTHESIS DESCRIBED THE TYPE OF MATERIALS FOR ALL SHOULDER 75mmØ PIPE POST HM- 1A (R) HM- 1A (L) CHEVRON ALIGNMENT SIGN CHEVRON ALIGNMENT SIGN 75MM Ø G.I.