Department of Public Works and Highways 00 Regional Office I San Fernando City, La Union

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

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. PIPE 300 PAINTED WITH REFLECTORIZED SUNSHINE YELLOW WITH DRAINAGE STRUCTURES, CATCH BASIN, RETAINING WALL, GUARDWALL, SHOULDER 1500mm to 2220mm RED LEAD BASE PAINT 10mmØ G.I. BOLTS WITH NUTS AND WASHERS

75mmØ PIPE POST PROTECTION AND JOINT SEAL. EXAMPLE DS-(C)-A, LETTER C REFERS TO CONCRETE. 300 600

400 NATURAL GRADE LINE 300MM X 300MM 500 500 CONCRETE CLASS 'A' FOUNDATION P L A N 100

3 DETAIL INSTALLATION 10MM Ø STEEL BAR 6. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISED STATED. 200MM LONG,ANTI-ROTATIONAL 300 300 BAR WELDED AT BOTTOM OF POST OF ROAD SIGNS ELEVATION SCALE 1:1O MTS ABBREVIATION AND SYMBOLS

AND & MINIMUM MIN. ASPHALT CONCRETE PAVEMENT ACP NORTHING N AT @ NUMBER NO. BARANGAY BGY. ORIGINAL GROUND LEVEL OGL % BEGINNING BEG. PERCENT PHIL. BENCH MARK BM PHILIPPINES +/- BRIDGE BR. PLUS/MINUS PCC BUILDING BLDG. POINT OF COMPOUND CURVE POINT OF CURVATURE PC C CENTERLINE L POINT OF INTERSECTION PI CENTIMETER cm POINT OF TANGENCY PT CONCRETE CONC. POINT OF VERTICAL CURVE VC CONCRETE HOLLOW BLOCK CHB POINT OF VERTICAL INTERSECTION PVI CONTINUOUS CONT. PVT 3 POINT OF VERTICAL TANGENT CUBIC METER cu.m. / m POINT ON TANGENT POT DEGREE OF CURVE D PORTLAND CEMENT CONCRETE PAVEMENT PCCP DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DPWH RADIUS R DESIGN VELOCITY V RATE OF VERTICAL CURVATURE K DETAIL DET. REINFORCED CONCRETE BOX CULVERT RCBC DIAMETER DIA./Ø REINFORCED CONCRETE PIPE CULVERT RCPC DISTANCE DIST. REFERENCE POINT RP EACH EA. RIGHT OF WAY R-O-W EACH WAY EW ROAD RD ELEVATION ELEV./EL. ROADWAY RDWY EMBANKMENT EMB. SPACES SPC ENGINEER ENGR. SPECIAL SPL EXISTING EXTG. SQUARE METER sq.m. / m2 FINISHED GRADE LINE FGL STATION STA. HORIZONTAL HOR. TANGENT DISTANCE T TRANSV. INCHES IN. TRANSVERSE TYP. LINEAR METER LM TYPICAL VAR LUMP SUM LS VARIABLE MAXIMUM MAX. VERTICAL VERT METER m WIDTH w METRIC TON MT WITH w/ MILLIMETER mm

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, LEGENDS ABBREVIATION & SYMBOLS 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 DESIGN SYMBOLS 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

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

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 STONE MASONRY H 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 16mmØx229 MACHINE BOLT 108108 CONCRETE POST PRE-FAB STEEL FLEX BEAM, GAUGE 14 51 51 FINISH GRADE CENTER OF ROADWAY PRE-FAB STEEL 200 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 A2 ELEVATION 76 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

N O T E S : 5.00 5.00 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 THROUGH ARROW GIVEWAY BY SYMBOLS ARE SHOWN ON BOTH SIDES OF THE ROAD. SHOULDER 1500 DETAIL OF EDGE LINE MARKINGS COMBINED ARROW FOR ROADS WITH SPEED LIMIT OF 60kph OR LESS

NOTES : STANDARD PAVEMENT ARROWS 1. ALL DIMENSIONS SHOWN ARE IN MILIMETERS UNLESS OTHERWISE 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

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/ NUTS AND WASHER E F F F RED CHEVRON SYMBOL RED CHEVRON SYMBOLS WHITE BACKGROUND B

4. ALL STRUCTURES SHALL COMPLY WITH THE REQUIRED STANDARD, SEE APPLICABLE DRAWINGS. D ROAD SIGN E WHITE BACKGROUND B 75mmØ PIPE POST D

ROAD SIGNAGES WHITE EDGE OF PAVEMENT/TRAVELLED WAY EDGE OF ROAD SHOULDER 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. PIPE 300 PAINTED WITH REFLECTORIZED

DRAINAGE STRUCTURES, CATCH BASIN, RETAINING WALL, GUARDWALL, SHOULDER 1500mm to 2220mm SUNSHINE YELLOW WITH 10mmØ G.I. BOLTS WITH RED LEAD BASE PAINT NUTS AND WASHERS

75mmØ PIPE POST PROTECTION AND JOINT SEAL. EXAMPLE DS-(C)-A, LETTER C REFERS TO CONCRETE. 300 600

400 NATURAL GRADE LINE 300MM X 300MM 500 500 CONCRETE CLASS 'A' FOUNDATION P L A N 100 3 DETAIL INSTALLATION 10MM Ø STEEL BAR 6. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISED STATED. 200MM LONG,ANTI-ROTATIONAL 300 OF ROAD SIGNS 300 ELEVATION BAR WELDED AT BOTTOM OF POST SCALE 1:1O MTS ABBREVIATION AND SYMBOLS

AND & MINIMUM MIN. ASPHALT CONCRETE PAVEMENT ACP NORTHING N AT @ NUMBER NO. BARANGAY BGY. ORIGINAL GROUND LEVEL OGL % BEGINNING BEG. PERCENT PHIL. BENCH MARK BM PHILIPPINES PLUS/MINUS +/- BRIDGE BR. PCC BUILDING BLDG. POINT OF COMPOUND CURVE POINT OF CURVATURE PC C CENTERLINE L POINT OF INTERSECTION PI CENTIMETER cm POINT OF TANGENCY PT CONCRETE CONC. POINT OF VERTICAL CURVE VC CONCRETE HOLLOW BLOCK CHB POINT OF VERTICAL INTERSECTION PVI CONTINUOUS CONT. PVT 3 POINT OF VERTICAL TANGENT CUBIC METER cu.m. / m POINT ON TANGENT POT DEGREE OF CURVE D PORTLAND CEMENT CONCRETE PAVEMENT PCCP DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DPWH RADIUS R DESIGN VELOCITY V RATE OF VERTICAL CURVATURE K DETAIL DET. REINFORCED CONCRETE BOX CULVERT RCBC DIAMETER DIA./Ø REINFORCED CONCRETE PIPE CULVERT RCPC DISTANCE DIST. REFERENCE POINT RP EACH EA. RIGHT OF WAY R-O-W EACH WAY EW ROAD RD ELEVATION ELEV./EL. ROADWAY RDWY EMBANKMENT EMB. SPACES SPC ENGINEER ENGR. SPECIAL SPL EXISTING EXTG. SQUARE METER sq.m. / m2 FINISHED GRADE LINE FGL STATION STA. HORIZONTAL HOR. TANGENT DISTANCE T TRANSV. INCHES IN. TRANSVERSE TYP. LINEAR METER LM TYPICAL VAR LUMP SUM LS VARIABLE MAXIMUM MAX. VERTICAL VERT METER m WIDTH w METRIC TON MT WITH w/ MILLIMETER mm

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, LEGENDS ABBREVIATION & SYMBOLS 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 DESIGN SYMBOLS CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II

ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE 0.216 1.00 1.00 1.00 PAVEMENT, t= 0.15 m. (SHOULDER) 0.50 3810 0.108 0.108 ITEM 311(1)e1 - PORTLAND CEMENT 0.051 0.051 SEE DETAIL ON PRE-FAB STEEL FLEX BEAM, GAUGE 14 SEE DETAIL ON CONCRETE PAVEMENT, GUARDRAIL GUARDRAIL t= 0.23 m. (CARRIAGEWAY)

PRE-FAB STEEL FLEX BEAM, GAUGE 14 0.70 0.70 16mmØx229 MACHINE BOLT 16mmØx229 MACHINE BOLT SLOPE 2.0 % 25

0.70 .00

ITEM 104 - EMBANKMENT (FROM ROADWAY EXCAVATION)

1.00 SELECTED BORROW MIXED SAND 3810 3810 & GRAVEL RIVER MIXED

S =1 : 24

S =1 : 24 H H

Ht = VARIABLE NATURAL GRADE LINE H Ht = VARIABLE STONE MASONRY

Ht = VARIES 1.00

STONE MASONRY 100MMØ PVC DRAIN OR WEEPHOLES WITH FILTER

0.60 MIN. CLOTH TIED AT THE INNER END OF THE WEEPHOLES MIN. ITEM 311(1)e1 - PORTLAND CEMENT 0.60 0.60 MIN. AND 120MM MEDIUM GRAVEL AND 120MM FINE CONCRETE PAVEMENT, GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL t= 0.23 m. (CARRIAGEWAY) AND 1.0 M. VERTICAL STAGGERED B = 0.65 H ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE NATURAL GRADE LINE PAVEMENT, t= 0.15 m. (SHOULDER) B = 0.65 H SEE DETAIL ON WEEPHOLES E BOTTOM BASE OF STONE MASONRY NATURAL GRADE LINE (RICE FIELD) 100MMØ PVC DRAIN OR WEEPHOLES WITH FILTER CLOTH TIED AT THE ELEVATION INNER END OF THE WEEPHOLES AND 120MM MEDIUM GRAVEL AND 100MMØ PVC DRAIN OR WEEPHOLES WITH FILTER CLOTH OR SECTION "E" 120MM FINE GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND PERSPECTIVE TIED AT THE INNER END OF THE WEEPHOLES AND 120MM 1.0 M. VERTICAL STAGGERED MEDIUM GRAVEL AND 120MM FINE GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND 1.0 M. VERTICAL STAGGERED DETAIL "D" ON STONE MASONRY

6MMØ-15MMØ SCALE 1: 60 MTS FINE GRAVEL, t=120MM

25MMØ-39MMØ MEDIUM GRAVEL, t=120MM

FILTER CLOTH TIED AT THE INNER END OF THE CL WEEPHOLES 1

0.12 0.12 MORTAR 6.10

BOULDERS 1.50 3.05 3.05 1.50 0.50 SEE DETAIL ON 100 mm Ø PVC WEEPHOLES SPACED AT 2.0 M. ON METAL BEAM RAILING CENTER HORIZONTAL AND 1.0 M. VERTICAL, 0.12 SEE DETAIL "B" SEE DETAIL "A" STAGGERED 10.0 MTS RROW 10.0 MTS RROW 0.50 0.12

S =1 : 24

DESIGN CRITERIA OF STONE MASONRY ON FILL ON FILL

S =1 : 24 H H Ht = VARIES MASONRY = ...... 23.55 kN/ Cu.m. SEE DETAIL ON Ht = VARIES WEEPHOLES SOIL = ...... 15.70 kN/ Cu.m.

= ...... $1*/(2),17(59$/5(326( S =1 : 24 Qa = ...... 196 kPa (TO BE VERIFIED DURING CONSTRUCTION)

NATURAL GRADE LINE 0.60 MIN. 0.60 MIN. =...... 0.50 ASSUMED COEFFICIENT OF FRICTION ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE Qs = ...... 22.52 kPa PAVEMENT, t= 0.23 m. (CARRIAGEWAY) B = 0.65 H B = 0.65 H FSo =...... 2.00 ITEM 200 - AGGREGATE SUB BASE COURSE FS =...... 1.5 ITEM 104 - EMBANKMENT (FROM ROADWAY EXCAVATION) SELECTED BORROW MIXED SAND & GRAVEL RIVER MIXED ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE SEE DETAIL ON PAVEMENT, t= 0.15 m. (SHOULDER) STONE MASONRY NOTE: ( STONE MASONRY)

PRIOR TO CONSTRUCTION, CONDUCT SOIL INVESTIGATION IN TYPICAL DETAIL ON WEEPHOLES TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ ACCORDANCE WITH THE STANDARD TESTING REQUIREMENT ALONG STONE MASONRY, METAL RAILING ON EMBANKMENT THE ALIGNMENT OF STONE MASONRY WALL TO VERIFY THE REQUIRED ON STONE MASONRY DESIGN SOIL BEARING CAPACITY OF THE FOUNDATION BED. SCALE 1: 20 MTS SCALE: 1:80 MTS NOTES: NOTE: 1. THE COST OF FINE MEDIUM GRAVEL, WEEPHOLES, (BURLAP[ CLOTH) USED FOR THE ALLOWABLE SOIL BEARING CAPACITY = 196 Kn/m WEEPHOLES SHALL BE CONSIDERED SUBSIDIARY TO COMPLETION OF PAY ITEM WHERE IT IS USED. 2. ALL WEEPHOLES SHALL HAVE A SLOPE OF 0.5%. 0 1 2 4

SCALE 1:2 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN TYPICAL ROADWAY SECTION ON CONSTRUCTION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, OF PCCP DETAIL OF STONE MASONRY AND NOTES 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 DESIGN CRITERIA OF STONE MASONRY CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DETAIL OF WEEP HOLES ON STONE MASONRY MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II INDEX OF SHEETS

SHEET NO SHEET CONTENT SHEET NO SHEET CONTENT

01 22 CROSS SECTION COVER SHEET STA. 2 + 520 - STA. 2 + 680

02 23 INDEX OF SHEETS

24 03 LAYOUT PLAN VICINITY MAP LOCATION MAP 25

04 DESIGN SYMBOLS ABBREVIATIONS AND SYMBOLS 26 LEGENDS

05 SUMMARY OF QUANTITIES 27 GENERAL NOTES/ NOTES

TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP 28 06 DETAIL OF STONE MASONRY AND NOTES DESIGN CRITERIA OF STONE MASONRY DETAIL OF WEEP HOLES ON STONE MASONRY

29 07 TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP PAVEMENT DESIGN PARAMETERS FOR RECONSTRUCTION DETAIL "A" AND "B" CONSTRUCTION/ LONGITUDINAL JOINT

30 TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ 08 REMOVAL OF EXISTING PCCP TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ STONE MASONRY, METAL RAILING ON EMBANKMENT 31

09 IMPLEMENTING SCHEDULE

10 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS (PLAIN)

11 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS (DOWELED)

12 STANDARD PAVEMENT MARKINGS DETAIL GEOMETRIC DESIGN STANDARD 13 (HORIZONTAL AND VERTICAL) GEOMETRIC DESIGN STANDARD (SUPER ELEVATION AND PAVEMENT WIDENING) 14 GEOMETRIC DESIGN STANDARD (SUPER ELEVATION DETAIL)

15 GEOMETRIC DESIGN STANDARD (SUPER ELEVATION DETAIL)

16 STANDARD REINFORCED CONCRETE PIPE CULVERT DETAILS (RCPC)

17 STANDARD GUARDRAIL DETAIL

18 GENERAL NOTES AND SPICIFICATION DETAIL INSTALLATION OF ROADSIGN DETAILED DRAWING FOR TWO (2) ADJACENT CHEVRON ALIGNMENT ON ONE (1) G.I. POST

19 DETAIL INSTALLATION OF ROAD SIGN WARNING SIGNS AND HAZARD SIGNS

20 PLAN AND PROFILE STA. 2 + 200 - STA. 2 + 680

21 CROSS SECTION STA. 2 + 200 - STA. 2 + 500

SET NO: SHEET NO: 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, 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 INDEX OF SHEETS CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II

IX.2) REINFORCING STEEL a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER THAN 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND WITH CONCRETE.

b) REINFORCING BAR SPLICING WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO ARTICLE 8.32 ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS USED INLIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN UNLESS OTHERWISE PERMITTED. ALL REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER.

c) HOOKS AND BENDS HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE

SIZE OF END HOOKS STIRRUP & TIE STIRRUP TIE BARS 180° 90° 90° 135° 135° 10 125 150 100 100 125 A

216 PRE-FAB STEEL FLEX BEAM 12 150 200 113 113 163 16mmØx229 MACHINE BOLT A A 108108 CONCRETE POST PRE-FAB STEEL FLEX BEAM, GAUGE 14 51 51 PRE-FAB STEEL 16 175 250 150 138 200 200 FLEX-BEAM 10 10 230 230 700

16mmØx229 MACHINE BOLT SHOULDER SURFACE 16mmØx229 MACHINE BOLT

16mm Ø 16mm Ø 25 BOLT HOLE BOLT HOLE A5 230 D D 200 X 200 CONC. POST 131 A 1000 Db Db STONE MASONRY STONE MASONRY 159 540

3.12 318 Db 51 108 108 51 200 200 1700 1700 131 25 1470 1470 4-16mmØBARS R236.14 Db 131 10-10mm Ø TIES Do Do

4-16mmØ BARS 25 200 A 3810 3810 SPACED EQUALLY 200 WITH 10-10mmØ STIRRUP & TIE HOOK STIRRUP TIE 254

STONE MASONRY TIES SPACED R257.72 131 EQUALLY A2 ELEVATION 76 25 EDGE OF EDGE OF 134.71 END HOOK SCALE 1:20 A6 SECTION POST SCALE 1:10 D = 4 db for db < 20 A7 FLEX-BEAM END DETAIL Do = 6 db for db < 30 STONE MASONRY PRE-FAB STEEL FLEX BEAM STONE MASONRY STONE MASONRY PRE-FAB STEEL FLEX BEAM SCALE 1:10 200x200 CONCRETE POST D = 6 db for db > 30 A5 FLEX-BEAM DETAIL Do = 8.7 db for db > 30

NOTE: X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) QUANTITY OF VARIOUS ITEMS OF WORK ARE SUBJECT TO INCREASE OR DECREASE DEPENDING ON THE a) FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE FOUNDATION. ALLOWABLE SOIL BEARING ACTUAL FIELD CONDITION. CAPACITY SHALL NOT LESS THAN 196 KPa. SOIL BORING TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF SOIL SPOTS UNDER IF THE RESULT IF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW WHAT IS REQUIRED. THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING MATERIALS OR CONCRETE CLASS "B" CERTIFICATION b) SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER THIS IS CERTIFY THAT THE DETAILED ENGINEERING SURVEYS AND DESIGNS FOR VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS SHALL BE DRAINED BY WEEPHOLES PLACES AT SUITABLE INTERVALS AND ELEVATIONS. CONSTRUCTION/REPAIR/REHABILITATION/IMPROVEMENT OF VARIOUS INFRASTRUCTURE INCLUDING LOCAL c) THE DEPTH OF PENETRATION SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND SURFACE AND SHALL NOT PROJECTS, CONSTRUCTION OF ACCESS ROAD LEADING TO DECLARED TOURISM DESTINATIONS, a) ALL WORKS SHALL COMPLY WITH CLAUSE 39 "REQUIREMENTS AND CONDITIONS OF CONTRACT VOLUME-1 INCLUDE EXCAVATED MATERIALS OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND HIGHWAYS, 1988. BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, PACKAGE 1, DASOL, PANGASINAN d) THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. b) PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE POST AND TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS PROJECT SHALL BE WITH PROJECT ID.NO.______HAD BEEN CONDUCTED RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION SHALL BE EXERCISED BY XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) IN ACCORDANCE WITH THE DPWH STANDARDS AND SPECIFICATIONS, 2013 EDITION. THE CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE EXISTING PUBLIC UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF THE CONTRACTOR, 1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS POURED AHEAD THIS CERTIFICATIONS IS BEING ISSUED FOR ALL LEGAL INTENTS AND PURPOSES ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE REQUIRED SHALL BE CONSIDERED AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. GIVEN THIS______DAY OF ______201___ SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT SHALL BE MADE 2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID SCHEDULE. THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR FREE FROM VIII. DRAINAGE STRUCTURES RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. 4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE USED ALBERTO B. ESQUEJO, JR. a) EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE FOR THE WHOLE PROJECT. OIC Chief, Planning and Design Division CHECKED IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE APPROVAL OF THE 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK IRON FREE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS. FROM RUST AND LINKS. b) ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE ENGINEER TO SUIT 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDE BEFORE OR GENERAL NOTES EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER AFTER AN EXPANSION JOINT. CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS OTHERWISE SPECIFICALLY I. STANDARD SPECIFICATIONS 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 30-50 IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE. PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES, c) EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. AND AIRPORTS, REVISED 2013. SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS PERTAINING SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE WITHIN 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE. TO THE PROJECT. THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. EXTREME 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS DURING THE 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. REMOVAL AND HANDLING. II. DIMENSIONS 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE LAYING OF a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE BETWEEN CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. CONTROL POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN PROFILE, AND XIII. B.P. 344 ACCESSIBILITY LAW 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH DOWELS IF CROSS SECTION ARE IN METER AND THE UNIT OF MEASURE AS SHOWN IN THE DETAILS OF STRUCTURES JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE KEYED JOINTS ARE IN MILLIMETERS. THE IMPLEMENTING OFFICE SHALL PROVIDE AND IDENTIFY THE LOCATIONS OF ACCESSIBILITY WITH THE BARS. III. STATIONINGS FACILITIES FOR PERSONS W/ DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. XII. CROSS SLOPE a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE CENTERLINE OF THE ROAD. b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE BEGINNING 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT OR END OF THE CURVE AND/OR AT FULL STATION. (S) SHALL BE 3% GRADE. FOR GRAVEL SHOULDER AND 1.5% FOR IX. STRUCTURAL CONCRETE STRUCTURES CONCRETE SHOULDER. c) FOR REBLOCKING WORKS, ADOPT THE FINISHED ROAD LEVEL, CROSS SLOPE AND SUPER ELEVATION 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPER ELEVATION. OF THE EXISTING PAVEMENT. IX.1) CONCRETE 3. THE SLOPE OF SHOULDER SHALL ALWAYS FILL IN THE DIRECTION OF d) FOR WIDENING WORKS, THE FINISHED ROAD LEVEL, CROSS SLOPE AND SUPER ELEVATION RATES THE OUTSIDE EDGE OF THE TRAVELLED WAY. SHALL BE BASED ON THE EXISTING PAVEMENT. a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa. IV. HORIZONTAL CONTROL LOWER SHOULDER SHALL BE THE SAME AS FOR THE TRAVELLED WAY. 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON STATIONS OF EXISTING KM. POSTS AND b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL BE 50mm. SHALL HAVE A SLOPE OF 3%. EXISTING PERMANENT STRUCTURES AT THE PROJECT SITE. ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION AND NO OTHER 6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER ENVIRONMENT HAZARD WILL AFFECT THE POURING. SHOULDER IS 2%. BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE V. VERTICAL CONTROL SLOPE OF THE HIGHER SHOULDER WILL BE -1%. 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION OF THE PROJECT 6.10 PAVEMENT WIDTH AND NOT ON VARYING PAVEMENT WIDTH DUE WIDENING. b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT INTERVALS 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING. ALONG THE PROJECT. NOTE: 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. BEFORE THE START ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE REGIONAL OFFICE 10. FOR e> 7% SHOULDER SHOULD BE PAVED. VI. HORIZONTAL ALIGNMENT IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST WHATEVER APPRECIABLE DEVIATION a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF THE THERE MAY BE FROM THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN. PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE MAINLY TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR ADJUSTMENT OF THE HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT THE ACTUAL FIELD CONDITION.

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, SUMMARY OF QUANTITIES BOBONOT-TAMBOBONG ROAD PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III BOBONOT-TAMBOBONG ROAD PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION GENERAL NOTES AND NOTES LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II

ITEM 311(1) a1 - PORTLAND CEMENT ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE CONCRETE PAVEMENT PAVEMENT, t= 0.15 m. (SHOULDER) t = 0.15 m.(SHOULDER)

ITEM 311(1)e1 - PORTLAND CEMENT 30 - 50 PENETRATION ASPHALT CONCRETE PAVEMENT, SEAL OR COLD APPLIED LIQUID t= 0.23 m. (CARRIAGEWAY) RUBBER BASE SEALING COMPOUND

16 mm Ø TIE BARS @ 600 O.C

0.60 ITEM 311(1) e1 - PORTLAND CEMENT CONCRETE PAVEMENT 0.30 0.30 t = 0.23 m.(CARRIAGEWAY) C L SLOPE 2.0 % SLOPE 1.5 % 10.00 M. RROW 0.15 0.23 ITEM 104 - EMBANKMENT 6.10 (FROM ROADWAY EXCAVATION) CARRIAGEWAY SELECTED BORROW MIXED SAND 0.50 1.50 3.05 3.05 1.50 0.50 & GRAVEL RIVER MIXED 0.15

NATURAL GRADE LINE SEE DETAIL "B" SEE DETAIL "A" CONSTRUCTION JOINT 10.0 MTS RROW 10.0 MTS RROW ITEM 200 - AGGREGATE 3% SUB BASE COURSE t = 0.20 m.

SLOPE 1:1

S =1 : 24 ITEM 105 - SUB-GRADE SLOPE 2:1 PREPARATION 100MMØ PVC DRAIN OR WEEPHOLES WITH FILTER CLOTH TIED AT THE INNER END OF THE WEEPHOLES AND 120MM MEDIUM GRAVEL AND 120MM FINE ON FILL DETAIL "B" CONSTRUCTION/ LONGITUDINAL JOINT GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND 1.0 M. VERTICAL STAGGERED BETWEEN CARRIAGEWAY AND SHOULDER NATURAL GRADE LINE H SCALE 1:20 MTS. SEE DETAIL ON WEEPHOLES ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE Ht = VARIES PAVEMENT, t= 0.23 m. (CARRIAGEWAY) ITEM 200 - AGGREGATE SUB BASE COURSE ITEM 311(1) e1 - PORTLAND CEMENT CONCRETE PAVEMENT ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE C L OF CARRIAGEWAY t = 0.23 m.(CARRIAGEWAY) PAVEMENT, t= 0.15 m. (SHOULDER) 0.60 MIN. ITEM 104 - EMBANKMENT (FROM ROADWAY 30 - 50 PENETRATION ASPHALT EXCAVATION) SELECTED BORROW MIXED SAND SEAL OR COLD APPLIED LIQUID & GRAVEL RIVER MIXED B = 0.65 H RUBBER BASE SEALING COMPOUND CUT LINE TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ 16 mm Ø TIE BARS @ 600 O.C STONE MASONRY, METAL RAILING ON EMBANKMENT 0.60 0.30 0.30 SCALE: 1:80 MTS SLOPE 1.5 % SLOPE 1.5 %

1 0.25

CL 1.50 0.50 10.00 M. RROW 0.20 CONSTRUCTION JOINT 5.00 5.00 6.10 ITEM 200 - AGGREGATE 10.0 MTS RROW 1.50 3.05 3.05 1.50 0.50 SUB BASE COURSE t = 0.20 m. SEE DETAIL ON METAL BEAM RAILING ITEM 105 - SUB-GRADE PREPARATION SEE DETAIL "B" SEE DETAIL "A"

S =1 : 24 10.0 MTS RROW 10.0 MTS RROW 0.50 DETAIL "A" CONSTRUCTION/ LONGITUDINAL JOINT

S =1 : 24 SCALE 1:20 MTS. H Ht = VARIES

ON FILL ON FILL PAVEMENT DESIGN PARAMETERS FOR RECONSTRUCTION

S =1 : 24 ITEM H H DESIGN REQUIRMENT Ht = VARIES SEE DETAIL ON Ht = VARIES 0.60 MIN. WEEPHOLES THE PERFORMANCE PERIOD ...... = 20 YEARS (PCCP) DESIGN TRAFFIC: ESAL ...... = B = 0.65 H DESIGN RELIABILITY : R = 85% STANDARD DEVIATION : SO = 0.35

EXISTING PCCP, t=0.23m 0.60 MIN. DESIGN SERVICEABILITY LOSS; APsi = 2.50 0.60 MIN. PCCP MODULUS OF RUPTURE: Sc = 751.00 ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE 6 PAVEMENT, t= 0.23 m. (CARRIAGEWAY) PCCP MODULUS OF ELASTICITY: Ec = 3,605 x 10 B = 0.65 H ITEM 200 - AGGREGATE SUB BASE COURSE B = 0.65 H SUBGRADEDESIGN CBR = Psi EFFECTIVE ROADBED RESILIENT MODULUS: MR = Psi ITEM 104 - EMBANKMENT (FROM ROADWAY SUBBASE ELASTIC MODULUS : ESB ...... = 15,000 Psi (CBR >30 %) EXCAVATION) SELECTED BORROW MIXED SAND SUBBASE THICKNESS = 8'' (200 mm.) & GRAVEL RIVER MIXED TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE EFFECTIVE MODULUS AT SUB-GRADE REACTION : K (PCI) = PCI PAVEMENT, t= 0.15 m. (SHOULDER) DRAINAGE COEFFICIENT : Cd =1.0 STONE MASONRY, METAL RAILING ON EMBANKMENT LOAD TRANSFER COEFFICIENT : J ...... = 3.80 TYPICAL ROADWAY SECTION ON CONSTRUCTION OF PCCP W/ LOSS OF SUPPORT : Ls ...... = 1.0 K CORRECTION...... = STONE MASONRY, METAL RAILING ON EMBANKMENT PAVEMENT THICKNESS = 230 mm.

SCALE: 1:80 MTS NOTE: CBR OF SUB-GRADE SHOULD BE VERIFIED/CHECKED PRIOR TO CONSTRUCTION

4 0 1 2 4

SCALE 1:2 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN TYPICAL ROADWAY SECTION ON CONSTRUCTION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, OF PCCP PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III PAVEMENT DESIGN PARAMETERS FOR 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN RECONSTRUCTION CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DETAIL "A" AND "B" CONSTRUCTION/ DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II LONGITUDINAL JOINT ENGINEER II 600 SHEET NO: SHEET NO: SHEET NO: E 600 600 SET NO: SET NO: SET NO:

WEST PHILIPPINE SEA T 600

WEST PHILIPPINE SEA THIS SITE 600 Te/2 TIE BARS NEW PAVEMENT WITH EPOXY RESIN 600 16MMØ DRILLED HOLES FILLED FORMED GROOVE WITH KEY WAYS FILL WITH HOT POURED JOINT FILLER O.C. USED FOR 600 12MM. Ø X 600MM @

600 3+976

REGIONAL DIRECTOR REGIONAL DIRECTOR REGIONAL DIRECTOR

DATE: DATE: DATE:

0+486

3+900

600 0+500

FLARING OF NEW CONC. PAVEMENT 0+600

RONNEL M. TAN, CESO III RONNEL M. TAN, CESO III RONNEL M. TAN, CESO III

VARIABLE 25

3+800 0+700 APPROVED: APPROVED: 300 APPROVED: 600 EXISTING CONCRETE PAVEMENT

3+700

0+800 BEG. OF PROJECT K0002 + 268

0+900

3+600

600 1+000 PLAN

12 1+100 600 3+500

1+200 BEG. OF PROJECT K0002 + 268 EDGE OF EXISTING CONCRETE PAVEMENT 12MM.Ø X 600MM. @ 600MM O.C. TIE BARS 600

1+300

3+400 1+400

1+500 3+300 300 600 1+600

SCALE: 1:20 MTS

3+200 3+200 3+186

1+700

3+300

3+100 3+000

1+800 600

3+400 Te = THICKNESS OF EXISTING PAVEMENT CONSTRUCTION JOINT TO FLARING EXISTING CONCRETE PAVEMENT DETAIL "E"

1+900

2+800

2+900 Tn = THICKNESS OF NEW PAVEMENT 2+700

3+500

2+600 3+600

2+500 2+000

SCALE: 1:100 MTS 2+100

3+700

2+200

3+725 2+300 600 2+400 WHERE: E 600 EMMANUEL W. DIAZ, CESE EMMANUEL W. DIAZ, CESE EMMANUEL W. DIAZ, CESE

FLARING OF EXISTING CONCRETE PAVEMENT 600

OIC, ASSISTANT REGIONAL DIRECTOR OIC, ASSISTANT REGIONAL DIRECTOR OIC, ASSISTANT REGIONAL DIRECTOR DATE: DATE: DATE: RECOMMENDED: RECOMMENDED: RECOMMENDED: BEG. OF FLARING OF BEG.

EXISTING CONCRETE PAVEMENT N S 400 WEST PHILIPPINE SEA CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL SHALL SMOOTH ROUND TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL AS SPECIFIED IN THE PLANS AND ONLY MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET GAUGE NO. 18 OF BLACK IRON FREE FROM RUST AND LINKS. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS NORMAL JOINT SPACING SHALL BE PROVIDED BEFORE OR AFTER AN EXPANSION JOINT. PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL TRANSVERSE) SHALL BE SEALED WITH CONSTRUCTION JOINT SHALL BE PLACED WITHIN 1.50 M. FROM THE WEAKENED PLANE JOINT. CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF FIRST SLAB. STEEL BARS FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT. 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. SURFACE. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR ADJACENT EXISTING STRUCTURES. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. NO MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING EDGE FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013". 4. 2. 3. 5. 6. 7. 8. 9. 1. 10. 11. 12. 13. GENERAL NOTES: EXISTING CONCRETE PAVEMENT 1 ALBERTO B. ESQUEJO JR. ALBERTO B. ESQUEJO JR. ALBERTO B. ESQUEJO JR. DATE: DATE: DATE:

CHIEF, PLANNING & DESIGN DIVISION CHIEF, PLANNING & DESIGN DIVISION CHIEF, PLANNING & DESIGN DIVISION SUBMITTED: SUBMITTED: SUBMITTED: 300 300 300 300 300 300 (mm)

SPACING, S D+1.56

ON ALTERNATE END METAL DOWEL CAP GAUGE NO.18 TO PLACED ON EACH DOWEL BAR

T/3 T/3 T/3 W/ RED LEAD AND THEN GREASED ON ALTERNATE END (SEE DETAIL "F") SEE DETAIL "F" ON METAL CAP 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED METAL DOWEL CAP GAUGE NO.18 TO PLACED ON EACH DOWEL BAR METAL DOWEL CAP SHALL BE PAINTED LIQUID RUBBER BASE SEALING COMPOUND HALF OF THE BAR ON SIDE 28 30 32 32 34 38 (mm) JOSE B. EGUILOS, JR JOSE B. EGUILOS, JR JOSE B. EGUILOS, JR 25 DIAMETER, D CHIEF, HIGHWAY DESIGN SECTION CHIEF, HIGHWAY DESIGN SECTION CHIEF, HIGHWAY DESIGN SECTION

DATE: DATE: DATE:

REVIEWED: REVIEWED: REVIEWED:

11 11

25 ) VARIES DEPENDING ON THE DISTANCE 2 S 75 DETAIL OF SIDE FORMS 1 AND 230 240 250 260 270 280 SCALE: 1:20 MTS (mm)

SLIDING 25 75 DIAMETER AND SPACING OF PLAIN DOWEL BARS MAY BE MODIFIED AS LONG THE EQUIVALENT STEEL AREA IS SUSTAINED. BARS(L=600mm) TABLE FOR SPACING OF PLAIN DOWEL SLAB THICKNESS METAL SIDE FORM (KEYED JOINT) NOTE:

DETAIL "C" ENGINEER II ENGINEER II ENGINEER II FOR THIRTY (30) MINUTES OR LONGER. ALL TRANSVERSE CONSTRUCTION JOINTS SHOULD BE BUTT 3 DRAFTSMAN II DRAFTSMAN II DRAFTSMAN II TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDED AT THE END OF ANY RUN WHERE LAYING CONCRETE HAS BEEN STOPPED JOINTS WITH DOWELS. SPACING. (S OF PAVEMENT TO CLOSET FREE EDGE. SCALE: 1:20 MTS FIXED DETAIL "F" NOTE: (EXPANSION JOINT) MARVIN JAMES C. ESPEJO MARVIN JAMES C. ESPEJO MARVIN JAMES C. ESPEJO CATHERINE R. BANGAYAN CATHERINE R. BANGAYAN CATHERINE R. BANGAYAN SCALE: 1:20 MTS

PREPARED: PREPARED: PREPARED:

DRAFTED: DRAFTED: DRAFTED: 3+976 750 750 750 750 750 750 750 750 750 750 750 750 ON METAL DOWEL CAP

3+900

0+500 0+486 16mm Ø

1 (mm)

0+600

3+800 0+700 N S

3+700

SPACING, S T 400 400 400 400

600 600 600 500 500 500 500 500 0+800 12mm Ø

3+600

1+000 PLAIN DOWEL BAR (PLAIN)

0+900 EXPANSION FILLER 25MM PRE-MOLDED 1+100 TRANSVERSE CONSTRUCTION JOINT WITHIN THE MIDDLE THIRD OF SLAB JOINT AT MIDDLE THIRD OF NORMAL INTERVAL LANE SHOWING TRANSVERSE CONSTRUCTION D PLAIN DOWEL BARS (SEE DETAILS) CONSTRUCTION JOINT AT LOCATION OF WEAKENED PLAIN JOINT LINE SHOWING TRANSVERSE LOCATION MAP LAYOUT PLAN VICINITY MAP

3+500 PLAIN DOWEL BAR

1+200 SCALE: AS SHOWN CONCRETE PAVEMENT JOINTS

STANDARD PORTLAND CEMENT

3+400 1+400 DRAWN NOT TO SCALE LAY-OUT PLAN

1+300 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS

1+500 230 240 250 260 270 280 290 300 310 320 330 340 (mm) K0002 + 660

SHEET CONTENTS: SHEET CONTENTS: SHEET CONTENTS: 3+300 END OF PROJECT C S TABLE FOR SPACING OF TIE BARS(L=600mm) SLAB THICKNESS

1+600 1500 BASED ON AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES 1993.

3+200

3+200 3+186 BEG. OF PROJECT K0002 + 268 MINIMUM

3+300 3+100

1+700 400 3+000

1+800 400

3+400

2+800

2+900 2+700

1+900 S T

3+500 DASOL, PANGASINAN DASOL, PANGASINAN T DASOL, PANGASINAN

2+600

2+500

3+600

3+700 2+100 2+000

3+725 2+300 T/3 T/3

S T/3

2+200 T 2+400 S A BOBONOT-TAMBOBONG ROAD BOBONOT-TAMBOBONG ROAD BOBONOT-TAMBOBONG ROAD S S FIRST SLAB POURED JOINT FILLER FORMED GROOVE FILLED WITH FIRST SLAB LEADING TO DECLARED TOURISM DESTINATIONS, LEADING TO DECLARED TOURISM DESTINATIONS, LEADING TO DECLARED TOURISM DESTINATIONS, "T"

CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS

S FORMED GROOVE WITH KEYWAYS FILL WITH POURED JOINT FILLER T/4 300 LEADING TO TAMBOBONG BEACH, LEADING TO TAMBOBONG BEACH, LEADING TO TAMBOBONG BEACH, PROJECT NAME AND LOCATION: PROJECT NAME AND LOCATION: PROJECT NAME AND LOCATION:

SAWED GROOVE WITH POURED JOINT FILLER (@4.5M. INTERVAL OR AS DIRECTED BY THE ENGINEER

T/4 300 400 T/4 12 600 400

90 M. ANCHOR AT EVERY ADJACENT EXISTING STRUCTURES 12 5 600

S 6 5 300 DETAIL "D" DETAIL "B"

DETAIL "A"

B 300 5 S S 4500 S SCALE: 1:20 MTS SCALE: 1:20 MTS REPUBLIC OF THE PHILIPPINES REPUBLIC OF THE PHILIPPINES REPUBLIC OF THE PHILIPPINES SCALE: 1:20 MTS S REGIONAL OFFICE I REGIONAL OFFICE I REGIONAL OFFICE I SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION SCALE: 1:100 MTS (LONGITUDINAL CONSTRUCTION JOINT) TYPICAL PLAN OF A TWO- LANE UNDOWELED PAVEMENT (BUTT TRANSVERSE CONSTRUCTION JOINTS) 400 DEFORMED TIE BAR A 400 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS D (WEAKENED PLANE JOINT OR CONTRACTION JOINT)

LEAD AND THEN GREASED. B WIDTH AS SHOWN ON PLANS ON SHOWN AS WIDTH PAINTED WITH APPROVED RED PLAIN DOWEL BAR ( SEE TABLE) ONE HALF OF LENGTH SHALL BE 4 SHEET NO: SHEET NO: SHEET NO: )

SET NO: SET NO: SET NO: D 6 >30 %

Db A STIRRUP TIE 3.80 DESIGN REQUIRMENT

1.0

= 0.15 0.23 = PCI D = 4 db for < 20 = Psi D = 6 db for > 30 230 mm. 30 - 50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID = 2.50 RUBBER BASE SEALING COMPOUND = 751.00 = 3,605 x 10 t = 0.23 m.(CARRIAGEWAY) PREPARATION ITEM 105 - SUB-GRADE CONCRETE PAVEMENT ITEM 311(1) e1 - PORTLAND CEMENT CONSTRUCTION JOINT 16 mm Ø TIE BARS @ 600 O.C t = 0.15 m.(SHOULDER) t = 0.23 m.(CARRIAGEWAY) CONCRETE PAVEMENT CONCRETE PAVEMENT =1.0 ITEM 311(1) a1 - PORTLAND CEMENT ITEM 311(1) e1 - PORTLAND CEMENT SUB BASE COURSE t = 0.20 m. = ITEM 200 - AGGREGATE = 0.35 30 - 50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID = 85% RUBBER BASE SEALING COMPOUND PREPARATION = Psi ITEM 105 - SUB-GRADE = 8'' (200 mm.) CONSTRUCTION JOINT 16 mm Ø TIE BARS @ 600 O.C SUB BASE COURSE t = 0.20 m. ITEM 200 - AGGREGATE

= 15,000 Psi (CBR D 2

Db A REGIONAL DIRECTOR REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: DATE: RONNEL M. TAN, CESO III RONNEL M. TAN, CESO III RONNEL M. TAN, CESO III APPROVED: APPROVED: APPROVED: A ...... = 20 YEARS (PCCP) ......

Do = 6 db for < 30 SLOPE 1.5 % Db STIRRUP & TIE HOOK Do = 8.7 db for > 30 : J SLOPE 1.5 % 1 ...... = 0.30 0.30 OF CARRIAGEWAY Ls : L 200 125 163 C 135°

0.60 A ...... = 0.60 STIRRUP TIE

0.30 Do 0.30 SCALE 1:2 MTS SCALE 1:20 MTS. 0 SCALE 1:20 MTS. 135° 100 113 138 CBR OF SUB-GRADE SHOULD BE VERIFIED/CHECKED PRIOR TO CONSTRUCTION CORRECTION PAVEMENT DESIGN PARAMETERS FOR RECONSTRUCTION ITEM THE PERFORMANCE PERIOD LOAD TRANSFER COEFFICIENT K PAVEMENT THICKNESS SUBBASE ELASTIC MODULUS : ESB SUBBASE THICKNESS STANDARD DEVIATION : SO DESIGN RELIABILITY : R PCCP MODULUS OF ELASTICITY: Ec EFFECTIVE ROADBED RESILIENT MODULUS: MR EFFECTIVE MODULUS AT SUB-GRADE REACTION : K (PCI) DRAINAGE COEFFICIENT : Cd LOSS OF SUPPORT EMMANUEL W. DIAZ, CESE EMMANUEL W. DIAZ, CESE DESIGN TRAFFIC: ESAL DESIGN SERVICEABILITY LOSS; APsi PCCP MODULUS OF RUPTURE: Sc EMMANUEL W. DIAZ, CESE SUBGRADEDESIGN CBR NOTE: OIC, ASSISTANT REGIONAL DIRECTOR OIC, ASSISTANT REGIONAL DIRECTOR OIC, ASSISTANT REGIONAL DIRECTOR DATE: DATE: DATE: 90° RECOMMENDED: RECOMMENDED: RECOMMENDED: STIRRUP & TIE 100 113 150

SLOPE 1.5 % END HOOK SLOPE 2.0 % A

90° 200 250 150 Do

END HOOKS

180° Db 125 150 175

0.25 0.20 0.15 DETAIL "A" CONSTRUCTION/ LONGITUDINAL JOINT BETWEEN CARRIAGEWAY AND SHOULDER 10 12 16 DETAIL "B" CONSTRUCTION/ LONGITUDINAL JOINT BARS CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF FIRST SLAB. SIZE OF WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO ARTICLE 8.32 LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH REINFORCING STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO THE SHAPES AND DIMENSIONS INDICATED ON PLAN UNLESS OTHERWISE PERMITTED. ALL REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED ENGINEER. HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE ACTUAL SOIL BEARING CAPACITY OF SPOTS UNDER IF THE RESULT TEST REVEALS THAT IS THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING MATERIALS OR CONCRETE CLASS "B" THE DEPTH OF PENETRATION SHALL BE MEASURED FROM LEVEL ORIGINAL GROUND SURFACE AND NOT THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm. CAPACITY SHALL NOT LESS THAN 196 KPa. SOIL BORING TEST BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE FILLED WITH ROCKS OR SUITABLE SHALL BE DRAINED BY WEEPHOLES PLACES AT SUITABLE INTERVALS AND ELEVATIONS. BELOW WHAT IS REQUIRED. MATERIALS SUCH BACKFILL PLACED BEHIND THE WALL SHALL BE FREE DRAINING AND NON EXPANSIVE WATER FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE FOUNDATION. ALLOWABLE SOIL BEARING INCLUDE EXCAVATED MATERIALS a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) LARGER THAN BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND WITH CONCRETE. b) REINFORCING BAR SPLICING ALL SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS USED INLIEU OF c) HOOKS AND BENDS (S) SHALL BE 3% GRADE. FOR GRAVEL SHOULDER AND 1.5% CONCRETE SHOULDER. THE OUTSIDE EDGE OF TRAVELLED WAY. LOWER SHOULDER SHALL BE THE SAME AS FOR TRAVELLED WAY. SHALL HAVE A SLOPE OF 3%. SHOULDER IS 2%. BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE -1%. 6.10 PAVEMENT WIDTH AND NOT ON VARYING DUE WIDENING. 4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN SLOPE OF RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. 4. TYPE OF WEAKENED JOINT TO BE USED SHALL AS SPECIFIED IN THE PLANS AND ONLY ONE FOR THE WHOLE PROJECT. FROM RUST AND LINKS. AFTER AN EXPANSION JOINT. PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER. JOINT OCCURS IN THE MIDDLE THIRD OF WEAKENED INTERVAL (1500-300mm) IT SHOULD BE KEYED JOINTS WITH THE BARS. 2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPER ELEVATION. 3. THE SLOPE OF SHOULDER SHALL ALWAYS FILL IN DIRECTION 5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER 6. IF THE SUPER ELEVATION IS 5% THEN CROSS SLOPE OF HIGHER 7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED CONSTANT 8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING. 9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%. 2. 6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDE BEFORE OR 3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL SMOOTH ROUND FREE FROM 5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET GAUGE NO. 18OF BLACK IRON FREE 7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL TRANSVERSE) SHALL BE SEALED WITH 30-50 8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE. 9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET. 1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE PAVEMENT 10. FOR e> 7% SHOULDER SHOULD BE PAVED. 1. 10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. 11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES. 12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE LAYING 13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE WITH DOWELS IF SHEET CONTENT XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) XII. CROSS SLOPE X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY) a) c) d) b) ALBERTO B. ESQUEJO JR. ALBERTO B. ESQUEJO JR. ALBERTO B. ESQUEJO JR. DATE: DATE: DATE: 16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS MM. OR SMALLER. ALL REBARS SHALL

CHIEF, PLANNING & DESIGN DIVISION CHIEF, PLANNING & DESIGN DIVISION CHIEF, PLANNING & DESIGN DIVISION IX.2) REINFORCING STEEL SUBMITTED: SUBMITTED: SUBMITTED: JOSE B. EGUILOS, JR JOSE B. EGUILOS, JR JOSE B. EGUILOS, JR CHIEF, HIGHWAY DESIGN SECTION CHIEF, HIGHWAY DESIGN SECTION CHIEF, HIGHWAY DESIGN SECTION DATE: DATE: DATE: REVIEWED: REVIEWED: REVIEWED:

ENGINEER II ENGINEER II ENGINEER II DRAFTSMAN II DRAFTSMAN II DRAFTSMAN II MARVIN JAMES C. ESPEJO MARVIN JAMES C. ESPEJO MARVIN JAMES C. ESPEJO CATHERINE R. BANGAYAN CATHERINE R. BANGAYAN CATHERINE R. BANGAYAN PREPARED: PREPARED: PREPARED: DRAFTED: DRAFTED: DRAFTED: SHEET CONTENTS: SHEET CONTENTS: SHEET CONTENTS: INDEX OF SHEETS DASOL, PANGASINAN DASOL, PANGASINAN DASOL, PANGASINAN

BOBONOT-TAMBOBONG ROAD BOBONOT-TAMBOBONG ROAD BOBONOT-TAMBOBONG ROAD LEADING TO DECLARED TOURISM DESTINATIONS, LEADING TO DECLARED TOURISM DESTINATIONS, LEADING TO DECLARED TOURISM DESTINATIONS, CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS LEADING TO TAMBOBONG BEACH, LEADING TO TAMBOBONG BEACH, LEADING TO TAMBOBONG BEACH, PROJECT NAME AND LOCATION: PROJECT NAME AND LOCATION: PROJECT NAME AND LOCATION: REPUBLIC OF THE PHILIPPINES REPUBLIC OF THE PHILIPPINES REPUBLIC OF THE PHILIPPINES REGIONAL OFFICE I REGIONAL OFFICE I REGIONAL OFFICE I SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS H H Ht = VARIABLE

H Ht = VARIABLE

Ht = VARIES 1.00

STONE MASONRY 0039&'5$,125:((3+2/(6:,7+),/7(5

0.60 MIN. CLOTH TIED AT THE INNER END OF THE WEEPHOLES MIN. ITEM 311(1)e1 - PORTLAND CEMENT 0.60 0.60 MIN. AND 120MM MEDIUM GRAVEL AND 120MM FINE CONCRETE PAVEMENT, GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL t= 0.23 m. (CARRIAGEWAY) AND 1.0 M. VERTICAL STAGGERED B = 0.65 H ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE NATURAL GRADE LINE PAVEMENT, t= 0.15 m. (SHOULDER) B = 0.65 H SEE DETAIL ON WEEPHOLES E BOTTOM BASE OF STONE MASONRY NATURAL GRADE LINE (RICE FIELD) 0039&'5$,125:((3+2/(6:,7+),/7(5&/27+7,('$77+( ELEVATION INNER END OF THE WEEPHOLES AND 120MM MEDIUM GRAVEL AND 0039&'5$,125:((3+2/(6:,7+),/7(5&/27+25 SECTION "E" 120MM FINE GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND PERSPECTIVE TIED AT THE INNER END OF THE WEEPHOLES AND 120MM 1.0 M. VERTICAL STAGGERED MEDIUM GRAVEL AND 120MM FINE GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND 1.0 M. VERTICAL STAGGERED DETAIL "D" ON STONE MASONRY

0000 SCALE 1: 60 MTS FINE GRAVEL, t=120MM

0000 MEDIUM GRAVEL, t=120MM

FILTER CLOTH TIED AT THE INNER END OF THE CL WEEPHOLES 1

0.12 0.12 MORTAR 6.10

BOULDERS 1.50 3.05 3.05 1.50 0.50 SEE DETAIL ON PP39&:((3+2/(663$&('$7021 METAL BEAM RAILING CENTER HORIZONTAL AND 1.0 M. VERTICAL, 0.12 SEE DETAIL "B" SEE DETAIL "A" STAGGERED 10.0 MTS RROW 10.0 MTS RROW 0.50 0.12

S =1 : 24

DESIGN CRITERIA OF STONE MASONRY ON FILL ON FILL

S =1 : 24 H H Ht = VARIES MASONRY = ...... 23.55 kN/ Cu.m. SEE DETAIL ON Ht = VARIES WEEPHOLES SOIL = ...... 15.70 kN/ Cu.m.

Ø = ...... 35.70° ANGLE OF INTERVAL REPOSE S =1 : 24 Qa = ...... 196 kPa (TO BE VERIFIED DURING CONSTRUCTION)

NATURAL GRADE LINE 0.60 MIN. 0.60 =...... 0.50 ASSUMED COEFFICIENT OF FRICTION MIN. ITEM 311(1)e1 - PORTLAND CEMENT CONCRETE Qs = ...... 22.52 kPa PAVEMENT, t= 0.23 m. (CARRIAGEWAY) B = 0.65 H B = 0.65 H FSo =...... 2.00 ITEM 200 - AGGREGATE SUB BASE COURSE FS =...... 1.5 ITEM 104 - EMBANKMENT (FROM ROADWAY EXCAVATION) SELECTED BORROW MIXED SAND & GRAVEL RIVER MIXED ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE SEE DETAIL ON PAVEMENT, t= 0.15 m. (SHOULDER) STONE MASONRY NOTE: ( STONE MASONRY)

SCALE 1:2 MTS

4500 1500 MINIMUM NOTE: TABLE FOR SPACING OF PLAIN DOWEL BARS (L=600mm) DOWELED BARS TRANSVERSE CONSTRUCTION JOINT SHALL BE PROVIDED AT (SEE DETAILS) SPACING FOR SPACING FOR SPACING FOR SPACING FOR "T" THE END OF ANY RUN WHERE LAYING OF CONCRETE HAS BEEN STOPPED SLAB DEPTH,(T) PP'2:(/%$5 PP'2:(/%$5 PP'2:(/%$5 PP'2:(/%$5 FOR THIRTY (30) MINUTES OR LONGER. (mm) (mm) (mm) (mm) (mm) ALL TRANSVERSE CONSTRUCTION JOINTS SHOULD BE BUTT 280 300 250 190 150 JOINTS WITH DOWELS. 290 290 230 170 140 B C 300 270 210 160 130 LINE SHOWING TRANSVERSE 310 250 200 150 120 CONSTRUCTION JOINT AT LOCATION 320 230 190 140 110 LONGITUDINAL A BAR SUPPORT DOWELED BARS OF WEAKENED PLAIN JOINT 330 220 180 130 110 JOINT 340 200 170 130 100 LANE SHOWING TRANSVERSE CONSTRUCTION ) JOINT AT MIDDLE THIRD OF NORMAL JOINT INTERVAL

300 5 6 300 S S S S S S S S S S S 25 (TIE BARS) (TIE BARS) T/4 T/4 D 5 6 SPACING OF DOWEL BARS DOWEL BARS DOWEL BARS T/3 (DIAMETER=36mm / LENGTH=600mm) 11 SPACING, S DOWELED BARS SLAB DEPTH, T T/3 (mm) (mm)

11 280 300 POURED ASPHALT PREMOLDED JT. FILLER T/3 SEAL 30 TO 50 PENETRATION 290 295 400 400 400 400 400 400 SAWED GROOVE TYPE PREMOLDED STRIP TYPE 300 274 EXPANSION JOINT @ EVERY 90 M. ANCHOR AT EVERY ADJACENT EXISTING STRUCTURES METAL SIDE FORM (KEYED JOINT) DETAIL "M" 310 255 TYPICAL PLAN OF A TWO- LANE DOWELED PAVEMENT DETAIL OF SIDE FORMS ON WEAKENED GROOVE 320 238 330 223 SCALE: 1:100 MTS SCALE: 1:20 MTS SCALE: 1:20 MTS 340 209 DEFORMED TIE BAR 25 6 mm RADIUS 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER BASE SEALING COMPOUND PLAIN DOWEL BAR 75 25 T/3 METAL DOWEL CAP WITH INSIDE DIAMETER SAME AS SEE NOTE ABOVE DOWEL BAR DIAMETER + 1.56mm TO BE PLACED ON T 25 T/3 EACH DOWEL BAR ON ALTERNATE END (SEE DETAIL "F") FIXED SLIDING TIE BARS T/3 T

300 300

HALF OF THE BAR ON THE SIDE OF THE Te/2

600 n n METAL DOWEL CAP SHALL BE PAINTED 25 DETAIL "A" 25MM PRE-MOLDED W/ RED LEAD AND THEN GREASED EXPANSION FILLER SEE DETAIL "F" (LONGITUDINAL CONSTRUCTION JOINT) 20 300 300 ON METAL CAP EXISTING CONCRETE PAVEMENT (TO BE USED FOR ONE LANE CONSTRUCTION) A DETAIL "C" 600 NEW PAVEMENT SCALE: 1:20 MTS 600 (DOWELED EXPANSION JOINT) WHERE: C Te = THICKNESS OF EXISTING PAVEMENT 300 300 SCALE: 1:20 MTS Tn = THICKNESS OF NEW PAVEMENT 00'5,//('+2/(6),//(' METAL DOWEL CAP GAUGE NO.18 TO 50 150 1 150 50 WITH EPOXY RESIN/ HARDER GROUT 75 25 PLACED ON EACH DOWEL BAR SEE DETAIL "M" ON PLAIN DOWEL BAR ON ALTERNATE END WEAKENED GROOVE SAWED CUT DEPTH =T/4 CONSTRUCTION JOINT ( TO BE USED FOR WIDENING

T/4 EXISTING CONCRETE PAVEMENT) T SCALE: 1:20 MTS D+1.56

T GENERAL NOTES: T=SLAB DEPTH PP&+$,5 %$6.(7 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS FOR EVERY DOWEL BARS DOWEL BARS (PLAIN BAR) DETAIL "F" FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013". PP3/$,1/ PP RED LEAD AND GREASED 2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS FOR EVERY OTHER DOWEL BARS OR BITUMEN COATED ON METAL DOWEL CAP POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. NO CONSTRUCTION JOINT SHALL BE PLACED WITHIN 1.50 M. FROM THE WEAKENED PLANE JOINT. DETAIL "B" SCALE: 1:20 MTS 3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO CONTRACTION JOINT CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. STEEL BASKET FOR SETTING DOWELS CONST. JOINT TO BE KEEP EXISTING TIE BARS 4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS SHALL BE SMOOTH ROUND B MOPPED W/ ASPHALT STEEL BARS FREE FROM RUST AND OTHER DEFECTS (REFER TO CLAUSE 3, 1, 3, AND 12 THE SCALE: 1:20 MTS STANDARD SPECIFICATION FOR ROADS AND BRIDGES 1995) 5. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY T/3 DOWEL BARS (PLAIN BARS) PAINTED ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT.

6 T WITH RED LEAD THEN GREASED. 5 6. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF T/3 BLACK IRON FREE FROM RUST AND LINKS.

T/3 7. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AT NORMAL JOINT SPACING SHALL BE T/4 PROVIDED BEFORE OR AFTER AN EXPANSION JOINT. 300 300 EXISTING 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH T NEW PAVEMENT CONCRETE PAVEMENT 600 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE FIRST SLAB CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A 300 300 CONSTRUCTION JOINT MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING 600 ( TO BE USED FOR WIDENING SURFACE. EXISTING CONCRETE PAVEMENT) 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO EDGE DETAIL "D" SCALE: 1:20 MTS 10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. (BUTT TRANSVERSE CONSTRUCTION 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS 12. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. D OR CONTACT JOINTS) 13. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR AT EVERY ADJACENT EXISTING STRUCTURES. SCALE: 1:20 MTS SCALE: AS SHOWN

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, STANDARD PORTLAND CEMENT 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 CONCRETE PAVEMENT JOINTS LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN (DOWELED) CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II 0.50 1.50 3.05 0.50 10.0 MTS RROW 10.0 MTS RROW ITEM 200 - AGGREGATE 3% SUB BASE COURSE t = 0.20 m.

SLOPE 1:1

1 0.25

S =1 : 24 10.0 MTS RROW 10.0 MTS RROW 0.50 DETAIL "A" CONSTRUCTION/ LONGITUDINAL JOINT

S =1 : 24 SCALE 1:20 MTS. H Ht = VARIES

ON FILL ON FILL PAVEMENT DESIGN PARAMETERS FOR RECONSTRUCTION

SCALE: 1:80 MTS NOTE: CBR OF SUB-GRADE SHOULD BE VERIFIED/CHECKED PRIOR TO CONSTRUCTION

4 0 1 2 4

SCALE 1:2 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN TYPICAL ROADWAY SECTION ON CONSTRUCTION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, OF PCCP PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III PAVEMENT DESIGN PARAMETERS FOR 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN RECONSTRUCTION CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DETAIL "A" AND "B" CONSTRUCTION/ DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II LONGITUDINAL JOINT ENGINEER II

SPACING FOR MINIMUM PASSING SIGHT DISTANCE = 150m. SHOULDER 25mmØ DOWEL BAR 1500 100 (mm) 120 - 240 METERS 3.2mm x 150mm SOLID WHITE 150 EDGE LINE TRAVELLED WAY 3.2mm x 150mm BROKEN WHITE REFLECTORIZED 140 CENTERLINE 3050 130 NO PASSING ZONE, A' TO B' MINIMUM PASSING SIGHT DISTANCE = 150m.

120 150

110 6100 110 B' 3000 B 6000 3000 100 NO PASSING ZONE, A TO B

TRAVELLED WAY 3050 4mm x 150mm REFLECTORIZED RUMBLE STRIPS 100 3.2mm x 150mm SOLID WHITE 0 0 SHOULDER A' EDGE LINE 1500 A 300 300 0 20 m. TO 30 m. 150mm BROKEN WHITE REFLECTORIZED 150mm SOLID YELLOW REFLECTORIZED CENTERLINE REFLECTORIZED RUMBLE STRIPS SHALL HAVE BARRIER LINE. THE FOLLOWING DIMENSIONS B, B' END NO - PASSING ZONE RUMBLE STRIPS A, A' BEGIN NO - PASSING ZONE SIGHT SIGHT DISTANCE AGAIN EXCEED HEIGHT: 4.0mm TO 13mm THE MINIMUM REQUIRED LENGTH. WIDTH: 50mm TO 100mm DISTANCE BECOMES LESS THAN THE SPACING: 200mm TO 500mm MINIMUM AS MEASURED BETWEEN POINTS ON CENTERLINE. A, B' - NO PASSING ZONE SIGHT DISTANCE SHOULD NOT BE LESS THAN MIN. LENGTH OF 75m. 500 SHOULDER

METHOD OF LOCATING AND DETERMINING THE LIMIT 1500 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE OF NO - PASSING ZONES ON HORIZONTAL CURVES 100

150mm SOLID YELLOW REFLECTORIZED CENTERLINE TRAVELLED WAY 3050 3000 6000 3000 6000 SEE NOTE ABOVE 6100 NO PASSING ZONE 3.2mm x 150mm BROKEN WHITE REFLECTORIZED 150 CENTERLINE NO PASSING ZONE TRAVELLED WAY 3050 Te/2 n 100

3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 1500

1.30m. HEIGHT OF OBJECT MINIMUM SIGHT DISTANCE SHOULDER NEW PAVEMENT B B' FOR DESIGN SPEED 500 MINIMUM SIGHT DISTANCE 16MMØ DRILLED HOLES FILLED FOR DESIGN SPEED LINE OF SIGHT WITH EPOXY RESIN/ HARDER GROUT CENTER & EDGE LINE MARKINGS RURAL HIGHWAY, FOUR LANE

A A' NO PASSING ZONE, A' TO B 500

NO PASSING ZONE, A TO B' 1.07m SHOULDER 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 1500 GENERAL NOTES: 100 A, A', BEGIN NO PASSING ZONE B, B' END NO PASSING ZONE NO PASSING ZONES IN OPPOSITE DIRECTIONS 3.2mm x 100mm WHITE 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS SIGHT DISTANCE BECOMES LESS SIGHT DISTANCE AGAIN EXCEED MAY OR MAY NOT OVERLAP, DEPENDING ON REFLECTORIZED EDGE LINE FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013". THAN MINIMUM MEASURED MINIMUM REQUIRED LENGTH VERTICAL ALIGNMENT TRAVELLED WAY 2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS BETWEEN POINTS 1.40m. ABOVE EDGE OF 6.70 m. WIDTH PCCP PAVEMENT 3000 6000 3050 POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. NO 3.2mm x 150mm BROKEN WHITE REFLECTORIZED CONSTRUCTION JOINT SHALL BE PLACED WITHIN 1.50 M. FROM THE WEAKENED PLANE JOINT. METHOD OF LOCATING AND DETERMINING THE LIMIT CENTERLINE 3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO 100 150 CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. OF NO - PASSING ZONES ON VERTICAL CURVES 6100 4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS SHALL BE SMOOTH ROUND STEEL BARS FREE FROM RUST AND OTHER DEFECTS (REFER TO CLAUSE 3, 1, 3, AND 12 THE TRAVELLED WAY EGDE LINE EGDE LINE EGDE LINE 100

STANDARD SPECIFICATION FOR ROADS AND BRIDGES 1995) 3050 5. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT. TRAVELLED WAY 6. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF 100 BLACK IRON FREE FROM RUST AND LINKS. A A A

B B B 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 7. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AT NORMAL JOINT SPACING SHALL BE A A A PROVIDED BEFORE OR AFTER AN EXPANSION JOINT. SHOULDER 1500 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH DETAIL OF EDGE LINE MARKINGS 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. 500 PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING SURFACE. NOTES : 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO EGDE LINE EGDE LINE EGDE LINE CENTER & EDGE LINE MARKINGS 1. ALL DIMENSIONS SHOWN ARE IN MILIMETERS UNLESS OTHERWISE EDGE NOTE : NOTED. C 10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. C C FOR 85%ile SPEED < 60 Kph 2. PAVEMENT MARKING SHALL BE APPLIED IN ACCORDANCE WITH THE 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. A=B=300mm C=2.5-4.0m ROAD SIGNS AND PAVEMENT MARKINGS MANUAL, DPWH 2012. IT SHALL 12. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. BE OF THERMOPLASTIC MATERIALS. PEDESTRIAN CROSSING ONE LANE FOR 85%ile SPEED > 60 Kph 13. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR AT EVERY ADJACENT EXISTING (ZEBRA TYPE) STRUCTURES. A=B=600mm C>4.0m

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III STANDARD 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN PAVEMENT MARKINGS DETAIL CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II WIDTH AS SHOWN ON PLANS T/3 VARIABLE ITEM 200 - AGGREGATE SUB BASE COURSE t = 0.20 m. METAL SIDE FORM (KEYED JOINT) ITEM 105 - SUB-GRADE PLAN PREPARATION DETAIL OF SIDE FORMS FLARING OF EXISTING CONCRETE PAVEMENT

DETAIL "B" CONSTRUCTION/ LONGITUDINAL JOINT 90 M. ANCHOR AT EVERY ADJACENT EXISTING STRUCTURES SCALE: 1:20 MTS SCALE: 1:100 MTS

BETWEEN CARRIAGEWAY AND SHOULDER 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED SCALE 1:20 MTS. LIQUID RUBBER BASE SEALING COMPOUND TYPICAL PLAN OF A TWO- LANE UNDOWELED PAVEMENT PLAIN DOWEL BAR FIXED SLIDING FORMED GROOVE WITH KEY WAYS FILL WITH HOT POURED JOINT FILLER ITEM 311(1) e1 - PORTLAND CEMENT SCALE: 1:100 MTS 75 25 METAL DOWEL CAP GAUGE NO.18 TO PLACED ON EACH DOWEL BAR C CONCRETE PAVEMENT 3 12MM. Ø X 600MM @ 600MM L OF CARRIAGEWAY 25 t = 0.23 m.(CARRIAGEWAY) FORMED GROOVE WITH KEYWAYS ON ALTERNATE END (SEE DETAIL "F") 12 O.C.TIE BARS 12 FILL WITH POURED JOINT FILLER

30 - 50 PENETRATION ASPHALT DEFORMED TIE BAR T SEAL OR COLD APPLIED LIQUID 5 25 RUBBER BASE SEALING COMPOUND

HALF OF THE BAR ON THE SIDE OF THE Te/2 T T/4 T/3 16 mm Ø TIE BARS @ 600 O.C METAL DOWEL CAP SHALL BE PAINTED W/ RED LEAD AND THEN GREASED T 25MM PRE-MOLDED T/3 EXPANSION FILLER 0.60 SEE DETAIL "F" 300 300

FIRST SLAB T/3 0.30 0.30 ON METAL CAP 300 300 600 NEW PAVEMENT SLOPE 1.5 % SLOPE 1.5 % DETAIL "C" 600 EXISTING CONCRETE PAVEMENT (EXPANSION JOINT) C 16MMØ DRILLED HOLES FILLED 0.25 DETAIL "A" SCALE: 1:20 MTS WITH EPOXY RESIN (LONGITUDINAL CONSTRUCTION JOINT) WHERE: A METAL DOWEL CAP GAUGE NO.18 TO Te = THICKNESS OF EXISTING PAVEMENT

0.20 PLACED ON EACH DOWEL BAR CONSTRUCTION JOINT SCALE: 1:20 MTS 75 Tn = THICKNESS OF NEW PAVEMENT PLAIN DOWEL BAR ON ALTERNATE END

SAWED GROOVE WITH POURED JOINT FILLER 6 ITEM 200 - AGGREGATE (@4.5M. INTERVAL OR AS DIRECTED BY THE ENGINEER DETAIL "E" SUB BASE COURSE t = 0.20 m. 5 CONSTRUCTION JOINT TO USED FOR ITEM 105 - SUB-GRADE D+1.56 FLARING EXISTING CONCRETE PAVEMENT PREPARATION T/4 E

T SCALE: 1:20 MTS

DETAIL "A" CONSTRUCTION/ LONGITUDINAL JOINT DETAIL "F" GENERAL NOTES: SCALE 1:20 MTS. ON METAL DOWEL CAP DETAIL "B" 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS SCALE: 1:20 MTS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013". B (WEAKENED PLANE JOINT OR CONTRACTION JOINT) 2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS PAVEMENT DESIGN PARAMETERS FOR RECONSTRUCTION POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. NO ITEM SCALE: 1:20 MTS CONSTRUCTION JOINT SHALL BE PLACED WITHIN 1.50 M. FROM THE WEAKENED PLANE JOINT. DESIGN REQUIRMENT TABLE FOR SPACING OF TIE BARS(L=600mm) TABLE FOR SPACING OF PLAIN DOWEL 3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO THE PERFORMANCE PERIOD ...... = 20 YEARS (PCCP) SLAB THICKNESS SPACING, S1 (mm) BARS(L=600mm) CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. 4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS SHALL BE SMOOTH ROUND DESIGN TRAFFIC: ESAL ...... = (mm) 12mm Ø 16mm Ø SLAB THICKNESS DIAMETER, D SPACING, S1 STEEL BARS FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. DESIGN RELIABILITY : R = 85% 230 600 750 (mm) (mm) (mm) STANDARD DEVIATION : SO = 0.35 PLAIN DOWEL BAR ( SEE TABLE) 5. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY FORMED GROOVE FILLED WITH 240 600 750 DESIGN SERVICEABILITY LOSS; APsi = 2.50 ONE HALF OF LENGTH SHALL BE 12 230 28 300 ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT. PCCP MODULUS OF RUPTURE: Sc = 751.00 PAINTED WITH APPROVED RED POURED JOINT FILLER 250 600 750 240 30 300 6. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF

6 5 PCCP MODULUS OF ELASTICITY: Ec = 3,605 x 10 LEAD AND THEN GREASED. 260 500 750 250 32 300 BLACK IRON FREE FROM RUST AND LINKS. SUBGRADEDESIGN CBR = Psi 270 500 750 260 32 300 7. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AT NORMAL JOINT SPACING SHALL BE EFFECTIVE ROADBED RESILIENT MODULUS: MR = Psi PROVIDED BEFORE OR AFTER AN EXPANSION JOINT.

T/4 280 500 750 SUBBASE ELASTIC MODULUS : ESB ...... = 15,000 Psi (CBR >30 %) 270 34 300 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 290 500 750 280 38 300 SUBBASE THICKNESS = 8'' (200 mm.) T 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE EFFECTIVE MODULUS AT SUB-GRADE REACTION : K (PCI) = PCI 300 500 750 NOTE: CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. DRAINAGE COEFFICIENT : Cd =1.0 FIRST SLAB 310 400 750 DIAMETER AND SPACING OF PLAIN DOWEL BARS MAY BE PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A LOAD TRANSFER COEFFICIENT : J ...... = 3.80 MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING 300 300 320 400 750 MODIFIED AS LONG AS THE EQUIVALENT STEEL AREA LOSS OF SUPPORT : Ls ...... = 1.0 SURFACE. 600 330 400 750 IS SUSTAINED. K CORRECTION...... = 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO 340 400 750 EDGE PAVEMENT THICKNESS = 230 mm. BASED ON AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES 1993. 10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. DETAIL "D" 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. NOTE: CBR OF SUB-GRADE SHOULD BE VERIFIED/CHECKED PRIOR TO CONSTRUCTION (BUTT TRANSVERSE CONSTRUCTION JOINTS) 12. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. D 13. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR AT EVERY ADJACENT EXISTING 0 1 2 4 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS SCALE: 1:20 MTS STRUCTURES. SCALE: AS SHOWN SCALE 1:2 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, STANDARD PORTLAND CEMENT PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD CONCRETE PAVEMENT JOINTS LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: (PLAIN) DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II

LI = Ld

L E G E N D : WLn W I = LI or Ld 1500 HORIZONTAL CURVE ( CIRCULAR ) Ln 3.2mm x 150mm SOLID WHITE EDGE LINE METHOD OF WIDENING TRANSITION LENGTH PI I 3.2mm x 150mm BROKEN WHITE REFLECTORIZED PI - POINT OF INTERSECTION CENTERLINE 3050 I - INTERSECTION ANGLE WIDENING ( W ) OF TWO LANES PAVEMENT ON CURVES ( BASED ON SINGLE - UNIT TRUCK - SU - VEHICLE TYPE ) T - TANGENT DISTANCE LENGTH OF FULL WIDENING 1/3 Lo R - CIRCULAR CURVE RADIUS 1/3 Lc

6100 DESIGN SPEED ( Km / h ) LC - LENGTH OF CIRCULAR CURVE Lc / Ld + RUNOUT2/3 Lo R E - EXTERNAL DISTANCE 2/3 Lo 30 40 50 60 70 80 90 100 PW RUNOUT PC 30 1.50 3050 PC - POINT OF CURVATURE L PT 4mm x 150mm REFLECTORIZED RUMBLE STRIPS RUNOUT 40 1.50 E PT - POINT OF TANGENCY RUNOUT + Lo / Ld ROADWAY C T WIDENING WHEN TRANSITION IS 50 1.50 1.50 3.2mm x 150mm SOLID WHITE HORIZONTAL CURVE WITH TRANSITION ( CLOTHOID ) 60 1.50 1.50 EDGE LINE 1500 NOT USED 70 1.35 1.50 A - CLOTHOID PARAMETER 80 1.20 1.35 1.50 R - RADIUS OF CIRCULAR CURVE 90 1.05 1.20 1.35 LT - LENGTH OF TRASITION 100 1.05 1.20 1.20

LC X - ABSCISSA OF THE TRANSITION END 125 0.90 1.05 1.05 1.20 PI RUMBLE STRIPS Y - ORDINATE OF THE TRASITION END 150 0.90 0.90 1.05 1.05 1.20 DR - OFFSET OF THE CIRCULAR CURVE 175 0.75 0.90 0.90 1.05 1.05 XM - SHIFT OF THE POINT OF TANGENCY 200 0.75 0.75 0.90 0.90 1.05 TL - LONG TANGENT OF THE TRASITION 225 0.75 0.75 0.90 0.90 0.90 1.05 250 0.60 0.75 0.75 0.90 0.90 1.05 500 PC PT I TS - SHORT TANGENT OF THE TRANSITION 275 0.60 0.75 0.75 0.90 0.90 0.90 R R I - DEFLECTION ANGLE Ø - ANGLE OF THE CLOTHOID AT R 300 0.60 0.60 0.75 0.75 0.90 0.90 1.05 1500 O - ANGLE AT THE CENTER OF THE CIRCULAR CURVE 350 0.60 0.60 0.75 0.75 0.75 0.90 0.90 T, T, T, - TANGENT LENGTH OF THE CURVE W 400 0.60 0.60 0.60 0.75 0.75 0.75 0.90 0.90 450 0.60 0.60 0.75 0.75 0.75 0.90 0.90 E - EXTERNAL DISTANCE BETWEEN MIDDLE OR CURVE AND PI LENGTH OF FULL WIDENING 500 0.60 0.60 0.75 0.75 0.75 0.90 LC - LENGTH OF CIRCULAR CURVE TRAVELLED WAY HORIZONTAL CURVE ( CIRCULAR ) 600 0.60 0.60 0.60 0.75 0.75 0.75

3050 L - TOTAL LENGTH 700 0.60 0.60 0.60 0.75 0.75 L / Ld 6000 TS - TANGENT TO SPIRAL PW L / LI 800 0.60 0.60 0.60 0.75 L ST - SPIRAL TO TANGENT 900 0.60 0.60 0.60 0.75 N O T E S : SC 6100 CS - CIRCULAR TO SPIRAL 3.2mm x 150mm BROKEN WHITE REFLECTORIZED ROADWAY C CS 1000 0.60 0.60 0.60 CENTERLINE SC - SPIRAL TO CIRCULAR TRAVELLED WAY 1.0 NO HORIZONTAL CURVE IS REQUIRED WHERE THE 1500 0.60 0.60 0.60 W - WIDENING INTERSECTION ANGLE IS LESS THAN ONE DEGREE TS WIDENING WHEN TRANSITION 2000 3050 ST C - CENTERLINE ( 1° 0` 0" ) ARE USED L N O T E S : 2.0 PARAMETER " A " SHALL BE GREATER OR EQUAL THE ABOVE IS BASED ON NORMAL PAVEMENT WIDTH ( Pw ) = 6.70 m. THAN THE THIRD OF THE RADIUS OF THE CONNECTED

3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 1500 I PI FOR PW = 6.70 m. REDUCED THE ABOVE VALUES BY 0.30 m. CIRCULAR CURVE. FOR PW = 7.30 m. REDUCED THE ABOVE VALUES BY 0.60 m. VALUES LESS THAN 0.60 m. MAY BE DISREGARDED. 3.0 WHEN REQUIRED UNSYMMETRICAL SPIRAL OR COMPOUND ON FOUR - LANE UNDIVIDED HIGHWAYS , THE DESIGN VALUE WIDENING ON CURVE INDICATED IN THE TABLE SHOULD BE DOUBLED. CURVE MAY BE ADOPTED. NOT TO SCALE 500 CIRCULAR CURVE. L E G E N D : Lo / Li = SUPERELEVATION RUNOFF / TRANSITION LENGTH OF WIDENING CENTER & EDGE LINE MARKINGS RURAL HIGHWAY, FOUR LANE ( INCREASING SECTION ) Lo / Ld = SUPERELEVATION RUNOFF / TRANSITION LENGTH OF WIDENING I T2 ( DECREASING SECTION )

E PI W = WIDENING FOR TWO LANE PAVEMENT

500 Pw = NORMAL PAVEMENT WIDTH

X X PVI 2 TC I Y 1500 O T MO TC X - g2 Y2 PVI Y I PVT 3.2mm x 100mm WHITE LC REFLECTORIZED EDGE LINE ST MO Y Y Ø EDGE OF 6.70 m. WIDTH PCCP - g2 + g1 + g1

3050 TS TC PVC PVT 3.2mm x 150mm BROKEN WHITE REFLECTORIZED O PVC CENTERLINE Ø I TS CS Ø T L1 L2 SC VC / 2 VC / 2

100 LC 6100

LVC LVC LT CS SC R 100

X X R 3050

O SYMMETRICAL DEFINITION : UNSYMMETRICAL TRAVELLED WAY R TL

LT TL LT PVI - POINT OF VERTICAL INTERSECTION Ø FORMULA : FORMULA : 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE R O VC ( g2 - g1 ) PVC - POINT OF VERTICAL CURVE L1 L2 ( g2 - g1 ) Ø Ø A MO = MO = XM

1500 8 2VC A PVT - POINT OF VERTICAL TANGENT

DETAIL OF EDGE LINE MARKINGS XM A ( g2 - g1 )x 2 MO ( X1 ) 2 ST LVC - LENGTH OF VERTICAL CURVE TS

500 Y = Y = LVC 1 2 g , g - GRADIENT IN PERCENT L1 1 2 DR TS MO - MIDDLE ORDINATE MO ( X2 ) 2 NOTES : Y = DR X, X , X -DISTANCE FROM PVC / PVT / OR TO ANY 2 2 1 2 L2 1. ALL DIMENSIONS SHOWN ARE IN MILIMETERS UNLESS OTHERWISE NOTED. ( SYMMETRICAL FORM ) ( UNSYMMETRICAL FORM ) POINT OF CURVE N O T E S : Y, Y , Y - VERTICAL OFFSET WITH RESPECT NO VERTICAL CURVE IS REQUIRED IF THE ALGEBRAIC 2. PAVEMENT MARKING SHALL BE APPLIED IN ACCORDANCE WITH THE 1 2 ROAD SIGNS AND PAVEMENT MARKINGS MANUAL, DPWH 2012. IT SHALL TO DISTANCE X DIFFERENCE IS LESS THAN 0.5 %. BE OF THERMOPLASTIC MATERIALS. HORIZONTAL CURVE WITH TRANSITION ( CURVE ) NOT TO SCALE VERTICAL PARABOLIC CURVE NOT TO SCALE

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II GEOMETRIC DESIGN STANDARD DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III (HORIZONTAL AND VERTICAL) 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN GEOMETRIC DESIGN STANDARD CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: (SUPER ELEVATION AND PAVEMENT WIDENING) DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II VARIABLE PLAN FLARING OF EXISTING CONCRETE PAVEMENT SCALE: 1:100 MTS

FORMED GROOVE WITH KEY WAYS FILL WITH HOT POURED JOINT FILLER 12MM. Ø X 600MM @ 600MM O.C.TIE BARS 25 Te/2 T

300 600 NEW PAVEMENT

16MMØ DRILLED HOLES FILLED WITH EPOXY RESIN WHERE: Te = THICKNESS OF EXISTING PAVEMENT Tn = THICKNESS OF NEW PAVEMENT

DETAIL "E" CONSTRUCTION JOINT TO USED FOR FLARING EXISTING CONCRETE PAVEMENT

SCALE: 1:20 MTS

GENERAL NOTES:

1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013". 2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. NO CONSTRUCTION JOINT SHALL BE PLACED WITHIN 1.50 M. FROM THE WEAKENED PLANE JOINT. 3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. 4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS SHALL BE SMOOTH ROUND STEEL BARS FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT. 5. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT. 6. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF BLACK IRON FREE FROM RUST AND LINKS. 7. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AT NORMAL JOINT SPACING SHALL BE PROVIDED BEFORE OR AFTER AN EXPANSION JOINT. 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING SURFACE. 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO EDGE 10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. 12. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. 13. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR AT EVERY ADJACENT EXISTING STRUCTURES.

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, 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 CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II

0 % WLn NC e e e 20 % 2.0 % 2.0 %

W I = max. max. max. LI or Ld NC NC ROADWAY CL ROADWAY L C

METHOD OF WIDENING TRANSITION LENGTH TANGENT SUPERELEVATION RUNOFF ( Lo2 ) RUNOUT 2 / 3 Lo 2 1 / 3 Lo 2 WIDENING ( W ) OF TWO LANES PAVEMENT ON CURVES RIGHT EDGE OF SUPERELEVATION RUNOFF ( Lo1 ) SUPERELEVATION RUNOFF ( Lo2 ) ( BASED ON SINGLE - UNIT TRUCK - SU - VEHICLE TYPE ) PAVEMENT L1 1 / 3 Lo 1 2 / 3 Lo 1 2 / 3 Lo 2 1 / 3 Lo 2 RIGHT EDGE OF RIGHT EDGE OF AS = 0.30 % PAVEMENT PAVEMENT AS > - 0.30% DESIGN SPEED ( Km / h ) e max. 1 2 1 3 3 AS >- 0.30% AS > - 0.30% AS = 0.30 % AXIS OF ROTATION 60 70 80 90 100 e1max. 3 e2max. e = 2.0% AXIS OF ROTATION ROADWAY CL e = NORMAL CROSSFALL LEFT EDGE OF ROADWAY CL AS 0.30% PAVEMENT >- 1 3 e max. LEFT EDGE OF e1max. e2max. LEFT EDGE OF NORMAL CROSSFALL 1 3 AS > 0.30% PAVEMENT 3 AS > - 0.30% - PAVEMENT

PT MAXIMUM TANGENT<- ( 40 + 20 e ) PC

PC PT R R1 R2 1.20 1.05 1.20 CASE 1 CASE 4 1.05 1.05 0.90 1.05 TRANSITION : STRAIGHT - CIRCULAR CURVE TRANSITION : CIRCULAR CURVE - STRAIGHT - CIRCULAR CURVE 0.90 0.90 1.05 0.90 0.90 1.05 0.90 0.90 0.90

0.75 0.90 0.90 1.05 2 max. max. ROADWAY C 0 % L 0.75 0.75 0.90 0.90 1

e 3000 0.75 0.75 0.75 0.90 0.90

0.75 0.75 0.75 0.90 0.90 SUPERELEVATION RUNOFF ( Lo1 ) SUPERELEVATION RUNOFF ( Lo2 )

0.60 0.75 0.75 0.75 0.90 1 / 3 Lo 1 2 / 3 Lo 1 2 / 3 Lo 2 1 / 3 Lo 2 2000 0.60 0.60 0.75 0.75 0.75 LEFT EDGE OF RIGHT EDGE OF PAVEMENT L 1 L 2 PAVEMENT 0.60 0.60 0.60 0.75 0.75 2 2 AS < 0.30% AS < 0.30% 120 0.60 0.60 0.60 0.75 3 AS = 0.30% 3 e max. AS 0.30% 2 >- AS > - 0.30% AXIS OF ROTATION 0.60 0.60 0.60 0.75 e1max. 1 AS = 0.30%1 e = 2.0 % 0.60 0.60 0.60 ROADWAY LC RIGHT EDGE OF LEFT EDGE OF PAVEMENT e max. PAVEMENT 0.60 0.60 0.60 1 100 3 e = 2.0 % 3 e2max. MINIMUM TANGENT BETWEEN CURVES 1000 DESIGN SPEED, KPH NOTES : 2 / 3 ( Lo 1 min. + Lo min.2 ) 1. FOR EFFECTIVE DRAINAGE , S HAS BE - 0.30 % BETWEEN e + 2.0 % AND - 2.0 %. THE ABOVE IS BASED ON NORMAL PAVEMENT WIDTH ( Pw ) = 6.70 m. 800 2. WHERE S 0.30 % , A SPECIAL METHOD OF SUPERELEVATION TRANSITION HAS TO R1 PT FOR PW = 6.70 m. REDUCED THE ABOVE VALUES BY 0.30 m. 80 BE USED AS INDICATED. FOR PW = 7.30 m. REDUCED THE ABOVE VALUES BY 0.60 m. PC 3. ROUNDING OFF IS ONLY NECESSARY IF S 0.60 % VALUES LESS THAN 0.60 m. MAY BE DISREGARDED. RADII FOR ROUNDING 600 ON FOUR - LANE UNDIVIDED HIGHWAYS , THE DESIGN VALUE R2 V 50 kph 80 kph 80 kph INDICATED IN THE TABLE SHOULD BE DOUBLED. 70 R 500 m. 1000 m. 2000 m. 500 CASE 2 4. A " BROKEN RACK " SHOULD BE A VOIDED IF THIS IS IMPOSSIBLE , SUPERELEVATION TRANSITION MUST BE ATTAINED USING CASE 4 , IF LENGTH OF STRAIGTH IS - ( 40 + 20e ),. WHERE THE Lo / Li = SUPERELEVATION RUNOFF / TRANSITION LENGTH OF WIDENING 60 THE LENGTH OF THE STRAIGTH IS ( 40 + 20e) , NORMAL SUPERELEVATION TRANSITION CASE 1 ( INCREASING SECTION ) TRANSITION : CIRCULAR CURVE - MINIMUM STRAIGHT CIRCULAR CURVE 400 SHOULD BE USED. 5. WHERE REQUIRED SUPERELEVATION RUNOFF LENGTH CANNOT BE ACCOMODATED , Lo / Ld = SUPERELEVATION RUNOFF / TRANSITION LENGTH OF WIDENING REQUIRED RUNOFF SHALL BE DISTRIBUTED WITHIN THE CURVE. ( DECREASING SECTION ) 6. SUPERELEVATION DIMENSIONS SHOWN IN THE PLAN AND SHEET PROFILE ARE BASED W = WIDENING FOR TWO LANE PAVEMENT 300 ON VARYING LANE WIDTH DUE TO WIDENING. 50 Pw = NORMAL PAVEMENT WIDTH 7. SUPERELEVATION RATE CAN BE TAKEN FROM SUPERELEVATION CHART. 8. SUPERELEVATION IS ATTAINED BY RESOLVING THE PAVEMENT ABOUT THE ROAD CENTERLINE. e X 2 PVI 2 max. max. ROADWAY CL 1 e 200 MO - g2 Y2 PVT 40 SUPERELEVATION RUNOFF ( Lo ) SUPERELEVATION RUNOFF ( Lo ) LEFT EDGE OF 1 2 RIGHT EDGE OF PAVEMENT PAVEMENT RADIOUS OF CURVE, METERS LEGENDS : 3 3 e max. AS > 0.30% 2 S - SLOPE AT EDGE OF PAVEMENT IN % , INDEPENDENT OF DESIGN GRADIENT - >- AXIS OF ROTATION e 1 max. AS 0.30% L2 Lo - LENGTH OF SUPERELEVATION RUNOFF ROADWAY CL 100 L , L - LENGTH BETWEEN SUPERELEVATION , 0 % AND 2 % RIGHT EDGE OF LEFT EDGE OF 30 1 2 PAVEMENT e1 max. PAVEMENT NC - NORMAL CROSSFALL LVC 3 3 e2max. 80 e - SUPERELEVATION V - DESIGN SPEED 70 R , R 1 , R 2 - CURVE RADIUS PT UNSYMMETRICAL CL - CENTERLINE PC 60 PC - POINT OF CURVATURE R1 FORMULA : PT - POINT OF TANGENCY

50 VALUE OF S L1 L2 ( g2 - g1 ) MO = DESIGN SPEED ( km / h ) 30 40 50 60 70 80 90 100 2VC R2 MAXIMUM S % 0.75 0.70 0.65 0.60 0.55 0.50 0.45 0.40 40 MO ( X1 ) 2 Y = 2 1 L1 CASE 3 30 MO ( X2 ) 2 TRANSITION : CIRCULAR CURVE - CIRCULAR CURVE Y = 2 2 L2 25 4.0 8.0 6.0 5.0 3.0 2.5 N O T E S : 7.0 NO VERTICAL CURVE IS REQUIRED IF THE ALGEBRAIC SUPERELEVATION OF CIRCULAR CURVE SUPERELEVATIONRATE, SE % NOT TO SCALE DIFFERENCE IS LESS THAN 0.5 %. METHODS OF APPLYING SUPERELEVATION SUPERELEVATION CHART NOT TO SCALE

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II LEADING TO DECLARED TOURISM DESTINATIONS, LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I REGIONAL OFFICE I GEOMETRIC DESIGN STANDARD BOBONOT-TAMBOBONG ROAD PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III BOBONOT-TAMBOBONG ROAD PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION (SUPER ELEVATION DETAIL) LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II BTC BCC ECC ETC BCC ECC BCC ECC BCC ECC L K L K

L 1 L 1 L 1 L 1

1 / 2 L 1 1 / 2 L 1 INNER EDGE INNER EDGE OUTER EDGE OUTER EDGE s s OUTER EDGE Wc Wc Wcs Wcs S Wc Wc S l l WcL WcL CENTERLINE 1 1

WNc WNc WNc WNc WNc WNc 1 1 l l Wc Wc s Wc Wc s L L Wc Wc S Wc Wc S INNER EDGE s s 1 / 2 WNc INNER EDGE 1 / 2 WNc INNER EDGE OUTER EDGE OUTER EDGE L 1 L 1

2 1 1 2 2 1 1 2 2 1 1 2 R1 3R2L3R2L 3R2L3R2L 3R2S 3R2S 3R2S 3 R2S R1 R1 3R2 3R2S 3R2S 3R2 R1

LENGTH & SUPERELEVATION OF TRANSITION CURVES LENGTH & SUPERELEVATION OF REVERSE CURVES LENGTH & SUPERELEVATION OF SIMPLE CURVE NOT TO SCALE NOT TO SCALE ( CLOTHOID CURVES ) NOT TO SCALE

BTC BCC ECC ETC L2 L2

LENGTH OF LENGTH OF LENGTH OF RUNOFF LENGTH OF RUNOFF RUNOFF NORMAL R1 LENGTH OF RUNOFF = R 2 FULL SUPERELEVATION LENGTH OF RUNOFF = R 2 R1 NORMAL NORMAL TAN RUNOFF FULL SUPERELEVATION LENGTH OF RUNOFF FULL SUPERELEVATION TAN NORMAL NORMAL TAN FULL SUPERELEVATION TAN NORMAL CROWN TAN RUNOUT TAN RUNOUT CROWN CROWN RUNOUT RUNOUT CROWN CROWN RUNOUT RUNOUT CROWN

CENTERLINE - PROFILE CONTROL CENTERLINE - PROFILE CONTROL CENTERLINE - PROFILE CONTROL

LEGEND :

DESIGN L S DIAGRAMMATIC PROFILE : PAVEMENT REVOLVED ABOUT CENTERLINE SPEED 1 NOT TO SCALE L K - LENGTH OF CLOTHOID ( M ) ( % ) ( km / h ) L 2 - LENGTH OF CLOTHOID ( FOR AASHTO ) W - LANE WIDTH 30 0.67 - 0.75 S - REQUIRED DESIGN SLOPE OF PAVEMENT

40 0.66 c - FULL SUPERELEVATION SLOPE Nc - NORMAL CROWN SLOPE 50 0.65 A - CLOTHOID PARAMETER 60 0.60 R - RADIUS OF CIRCULAR CURVE L = WNc R WNc , R Wc BTC - BEGINNING OF TRANSITION CURVE 70 0.55 1 S 1 S 2 S BCC - BEGINNING OF CIRCULAR CURVE 80 0.50 ECC - END OF CIRCULAR CURVE ETC - END OF TRANSITION CURVE S AND L , ( INTERPOLATED ON AASHTO ) W L 2 = R1 + R 2 = ( Nc + c ) S 2 FOR DESIGN , ROUND OFF " A " IN A = RL K THEN L = L + L = W RECOMPUTE L K V = 30 kph K 1 2 S ( 2Nc + c ) R = RADIUS OF CURVE ( meters ) NOTE : 1000 0.080 500 200 100 50 40 30 PER AASHTO POLICY L1 AT BEGINNING AND END ARE NOT CONSIDERED. 0.060

V = 80 kphV = 70 Vkph = 60 kph THUS , L K = L 2 V = 50 kph 0.040 V = 40 kph

V = 30 kph 1500 3050 3050 1500 0.020 SHOULDER TRAVEL WAY TRAVEL WAY SHOULDER e = SUPERELEVATION RATE

0.000 0 5 10 15 20 25 30 35 40

D = DEGREE OF CURVE Nc = NORMAL CROWN SLOPE PROFILE GRADE & AXIS OF ROTATION Rc = REMOVE ADVERSE CROWN , SUPERELEVATE FOR ATTAINING SUPERELEVATION 1145.916 R = D e max = 0.10 DESIGN SUPERELEVATION RATES NOT TO SCALE ROADWAY TANGENT SECTION SCALE 1 : 80 MTS.

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II LEADING TO DECLARED TOURISM DESTINATIONS, LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I REGIONAL OFFICE I GEOMETRIC DESIGN STANDARD BOBONOT-TAMBOBONG ROAD PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III BOBONOT-TAMBOBONG ROAD PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III SAN FERNANDO CITY, LA UNION SAN FERNANDO CITY, LA UNION (SUPER ELEVATION DETAIL) LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II H H Ht = VARIABLE

H Ht = VARIABLE

Ht = VARIES 1.00

STONE MASONRY 0039&'5$,125:((3+2/(6:,7+),/7(5

0.60 MIN. CLOTH TIED AT THE INNER END OF THE WEEPHOLES MIN. ITEM 311(1)e1 - PORTLAND CEMENT 0.60 0.60 MIN. AND 120MM MEDIUM GRAVEL AND 120MM FINE CONCRETE PAVEMENT, GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL t= 0.23 m. (CARRIAGEWAY) AND 1.0 M. VERTICAL STAGGERED B = 0.65 H ITEM 311(1)a1 - PORTLAND CEMENT CONCRETE NATURAL GRADE LINE PAVEMENT, t= 0.15 m. (SHOULDER) B = 0.65 H SEE DETAIL ON WEEPHOLES E BOTTOM BASE OF STONE MASONRY NATURAL GRADE LINE (RICE FIELD) 0039&'5$,125:((3+2/(6:,7+),/7(5&/27+7,('$77+( ELEVATION INNER END OF THE WEEPHOLES AND 120MM MEDIUM GRAVEL AND 0039&'5$,125:((3+2/(6:,7+),/7(5&/27+25 SECTION "E" 120MM FINE GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND PERSPECTIVE TIED AT THE INNER END OF THE WEEPHOLES AND 120MM 1.0 M. VERTICAL STAGGERED MEDIUM GRAVEL AND 120MM FINE GRAVEL SPACED AT 2.0M. ON CENTER HORIZONTAL AND 1.0 M. VERTICAL STAGGERED DETAIL "D" ON STONE MASONRY

0000 SCALE 1: 60 MTS FINE GRAVEL, t=120MM

0000 MEDIUM GRAVEL, t=120MM

FILTER CLOTH TIED AT THE INNER END OF THE CL WEEPHOLES 1

0.12 0.12 MORTAR 6.10

S =1 : 24

DESIGN CRITERIA OF STONE MASONRY ON FILL ON FILL

S =1 : 24 H H Ht = VARIES MASONRY = ...... 23.55 kN/ Cu.m. SEE DETAIL ON Ht = VARIES WEEPHOLES SOIL = ...... 15.70 kN/ Cu.m.

Ø = ...... 35.70° ANGLE OF INTERVAL REPOSE S =1 : 24 Qa = ...... 196 kPa (TO BE VERIFIED DURING CONSTRUCTION)

SCALE 1:2 MTS

4500 1500 MINIMUM NOTE: TABLE FOR SPACING OF PLAIN DOWEL BARS (L=600mm) DOWELED BARS TRANSVERSE CONSTRUCTION JOINT SHALL BE PROVIDED AT SPACING FOR SPACING FOR SPACING FOR SPACING FOR "T" (SEE DETAILS) THE END OF ANY RUN WHERE LAYING OF CONCRETE HAS BEEN STOPPED SLAB DEPTH,(T) PP'2:(/%$5 PP'2:(/%$5 PP'2:(/%$5 PP'2:(/%$5 FOR THIRTY (30) MINUTES OR LONGER. (mm) (mm) (mm) (mm) (mm) ALL TRANSVERSE CONSTRUCTION JOINTS SHOULD BE BUTT 280 300 250 190 150 JOINTS WITH DOWELS. 290 290 230 170 140 B C 300 270 210 160 130 LINE SHOWING TRANSVERSE 310 250 200 150 120 CONSTRUCTION JOINT AT LOCATION 320 230 190 140 110 LONGITUDINAL A BAR SUPPORT DOWELED BARS OF WEAKENED PLAIN JOINT 330 220 180 130 110 JOINT 340 200 170 130 100 LANE SHOWING TRANSVERSE CONSTRUCTION ) JOINT AT MIDDLE THIRD OF NORMAL JOINT INTERVAL

300 300

HALF OF THE BAR ON THE SIDE OF THE Te/2

600 n n METAL DOWEL CAP SHALL BE PAINTED 25 DETAIL "A" 25MM PRE-MOLDED W/ RED LEAD AND THEN GREASED EXPANSION FILLER (LONGITUDINAL CONSTRUCTION JOINT) SEE DETAIL "F" ON METAL CAP 20 300 300 (TO BE USED FOR ONE LANE CONSTRUCTION) EXISTING CONCRETE PAVEMENT A DETAIL "C" 600 NEW PAVEMENT SCALE: 1:20 MTS 600 (DOWELED EXPANSION JOINT) WHERE: C Te = THICKNESS OF EXISTING PAVEMENT 300 300 SCALE: 1:20 MTS Tn = THICKNESS OF NEW PAVEMENT 00'5,//('+2/(6),//(' METAL DOWEL CAP GAUGE NO.18 TO 50 150 1 150 50 WITH EPOXY RESIN/ HARDER GROUT 75 25 PLACED ON EACH DOWEL BAR SEE DETAIL "M" ON PLAIN DOWEL BAR ON ALTERNATE END WEAKENED GROOVE SAWED CUT DEPTH =T/4 CONSTRUCTION JOINT ( TO BE USED FOR WIDENING

T/4 EXISTING CONCRETE PAVEMENT) T SCALE: 1:20 MTS D+1.56

6 T WITH RED LEAD THEN GREASED. 5 6. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF T/3 BLACK IRON FREE FROM RUST AND LINKS.

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, STANDARD PORTLAND CEMENT 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 CONCRETE PAVEMENT JOINTS LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN (DOWELED) CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II

PAY LENGTH TOP OF PIPE TO BE MARKED "TOP" 3mm 9mm 9mm 3mm

B ONE LINE OF CIRCULAR W W 3mm REINFORCEMENT W 3mm 32mm P P 32 mm

I.D. I.D. I.D. A B E C E A B C I.D. SIZE OF PIPE O.D. I.D.=SIZE OF PIPE

32 mm

ONE LINE OF CIRCULAR TWO LINES OF CIRCULAR ONE LINE OF ELLIPTICAL 3mm 3mm REINFORCEMENT REINFORCEMENT REINFORCEMENT 3mm 9mm 9mm 3mm TONGUE END GROOVE END P C TWO LINES OF CIRCULAR REINFORCEMENT B SECTION C SECTION D DETAIL OF R.C.P. ENDS

5 A LONGITUDINAL SECTION CONCRETE COLLAR 1 c t STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS

2 CONCRETE 247 kg/cm (3,500 lb/in ) 2 CONCRETE 317 kg/cm 2 (4,500 lb/in ) 2 STRENGTH TEST REQUIREMENTS CONCRETE 317 kg/cm 2 (4,500 lb/in ) 2 STRENGTH TEST REQUIREMENTS kg/m OF PIPE kg/m OF PIPE

WALL WALL WALL SIZE OF I.D. TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING TONGUE GROOVE DEPTH MINIMUM REINFORCEMENT THREE-EDGE-BEARING PIPE THICK- THICK- THICK- NESS (mm) (mm) (mm) cm2 /m OF PIPE NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD NESS (mm) (mm) (mm) cm2 /m OF PIPE METHOD (in) (mm) (mm) (mm) (mm) 0.00025mCRACK ULTIMATE I.D. I.D. W A B C E P CIRCULAR ELLIPTICAL W A B C E P CIRCULAR ELLIPTICAL W A B C E P CIRCULAR ELLIPTICAL 0.00025mCRACK LOAD REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT LOAD LOAD REINFORCEMENT REINFORCEMENT LOAD ULTIMATE

12 300 57 344 363 351 370 44 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 - - - - - t c - - - - - 15 380 57 344 363 351 370 44 1 LINE 1.90 51 495 514 502 521 44 1 LINE 2.33 3.914 6.060 GRAVEL BEDDING 100 18 460 64 508 527 514 534 44 1 LINE 2.54 1 LINE 2.12 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 - - - - - E DETAIL OF R.C.P. JOINT

24 610 76 673 692 680 699 44 1 LINE 3.60 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 76 673 692 680 699 44 1 LINE 5.50 1 LINE 4.23 5.964 8.945

30 760 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 11.182 c t I.D. t c 2 LINES EACH 2 LINES EACH 2 LINES EACH 36 910 102 1003 1022 1010 1029 64 1 LINE 3.81 86 988 1007 994 1013 64 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 1 LINE 5.92 8.945 13.418 c 3.81 4.66 5.92

t t 2 LINES EACH 2 LINES EACH 2 LINES EACH 42 1070 114 1168 1187 1175 1194 64 1 LINE 4.44 95 1150 1165 1156 1175 64 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 64 1 LINE 6.98 10.436 15.655 I.D. MACHINE HAND c 4.44 5.29 6.98 MADE MADE 2 LINES EACH 2 LINES EACH 2 LINES EACH 48 1220 127 1334 1353 1340 1359 64 1 LINE 5.29 108 1315 1334 1321 1340 64 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 1 LINE 8.04 11.927 17.891 610 64 90 130 5.29 6.56 8.04 2 LINES EACH 2 LINES EACH 2 LINES EACH 760 76 102 130 60 1520 152 1664 1683 1670 1690 64 1 LINE 6.98 127 1639 1658 1645 1664 64 1 LINE 8.68 8.945 14.909 152 1664 1683 1670 1690 64 1 LINE 10.58 13.418 22.364 6.98 8.68 10.58 I.D. 910 86 114 150 THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. NOTE : THIS DRAWING WAS COPIED FROM THE PREVIOUSLY APPROVED CARMONA - TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. TERNATE - NASUGBU - LOOC PROJECT. 1220 110 - 150

t 1520 127 150 c

FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE

bc ROLLER-COMPACTED MIN= COMPACTED 10 ROLLER-COMPACTED df = 2bc GRANULAR EMBANKMENT GI EHFP)253,3(6!PP df = DEPTH OF FILL MATERIAL VERY MIN=1/4 INSIDE DIAMETER EMBANKMENT LOOSE EARTH bc+10cm GI EHFP)253,3(6!PP bc = OUTSIDE DIAMETER OF PIPE MIN=bc/4 EARTH ACCURATELY FILL SHAPED TO FIT PIPE bc COMPACTED MIN= GRANULAR FILL EARTH OR ROCK 10 ROLLER-COMPACTED THOROUGHLY pbc

df GRANULAR BACKFILL EMBANKMENT CONCRETE OR SETTER TAMPED EARTH ROLLER-COMPACTED bc bc bc bc df EMBANKMENT GROUND GROUND

STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - COMPLETE EMBANKMENT STEP 1 - CONSTRUCT COMPACTED STEP 2 - TRENCH THROUGH THIS STEP 3 - FILL REMAINDER OF TRENCH EMBANKMENT TO AN ELEVATION COMPACTED EMBANKMENT AND IN USUAL MANNER. EMBANKMENT TO A TOTAL DEPTH COMPACTED EMBANKMENT AND WITH BACKFILL PLACED IN LOOSEST ROCK ABOVE TOP OF PROPOSED PIPE. INSTALL PIPE BACKFILL WITH COM- EQUAL TO TWICE THE OUTSIDE INSTALL PIPE BACKFILL WITH POSSIBLE CONDITION. EARTH CUSHION PACTED GRANULAR MATERIAL. DIAMETER OF THE PIPE. COMPACTED GRANULAR MATE- MIN= bc RIALS TO TOP OF PIPE. STEP 4 - COMPLETE EMBANKMENT 10 2cm PER METER OF H IN NORMAL MANNER. MIN= 3bc WHEN H<5m 10 pbc 4cm WHEN H > 5m H=HEIGHT OF FILL FROM MAX.p=0.7 TOP OF CULVERT CALIFORNIA METHOD A CALIFORNIA METHOD B CONCRETE CRADLE BEDDING FIRST CLASS BEDDING ORDINARY BEDDINGS

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, STANDARD REINFORCED CONCRETE 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 PIPE CULVERT DETAILS (RCPC) CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II 0.50 1.50 3.05 0.50 10.0 MTS RROW 10.0 MTS RROW ITEM 200 - AGGREGATE 3% SUB BASE COURSE t = 0.20 m.

SLOPE 1:1

1 0.25

S =1 : 24 10.0 MTS RROW 10.0 MTS RROW 0.50 DETAIL "A" CONSTRUCTION/ LONGITUDINAL JOINT

S =1 : 24 SCALE 1:20 MTS. H Ht = VARIES

ON FILL ON FILL PAVEMENT DESIGN PARAMETERS FOR RECONSTRUCTION

SCALE: 1:80 MTS NOTE: CBR OF SUB-GRADE SHOULD BE VERIFIED/CHECKED PRIOR TO CONSTRUCTION

4 0 1 2 4

SCALE 1:2 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN TYPICAL ROADWAY SECTION ON CONSTRUCTION DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, OF PCCP PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III PAVEMENT DESIGN PARAMETERS FOR 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN RECONSTRUCTION CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DETAIL "A" AND "B" CONSTRUCTION/ DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II LONGITUDINAL JOINT ENGINEER II

120 150

110 6100 110 B' 3000 B 6000 3000 100 NO PASSING ZONE, A TO B

METHOD OF LOCATING AND DETERMINING THE LIMIT 1500 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE OF NO - PASSING ZONES ON HORIZONTAL CURVES 100

3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 1500

A A' NO PASSING ZONE, A' TO B 500

NO PASSING ZONE, A TO B' 1.07m SHOULDER 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE 1500 GENERAL NOTES: 100 A, A', BEGIN NO PASSING ZONE B, B' END NO PASSING ZONE NO PASSING ZONES IN OPPOSITE DIRECTIONS 3.2mm x 100mm WHITE 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS SIGHT DISTANCE BECOMES LESS SIGHT DISTANCE AGAIN EXCEED MAY OR MAY NOT OVERLAP, DEPENDING ON REFLECTORIZED EDGE LINE FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013". THAN MINIMUM MEASURED MINIMUM REQUIRED LENGTH VERTICAL ALIGNMENT 2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS BETWEEN POINTS 1.40m. ABOVE TRAVELLED WAY EDGE OF 6.70 m. WIDTH PCCP PAVEMENT 3000 6000 3050 POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE. NO 3.2mm x 150mm BROKEN WHITE REFLECTORIZED CONSTRUCTION JOINT SHALL BE PLACED WITHIN 1.50 M. FROM THE WEAKENED PLANE JOINT. METHOD OF LOCATING AND DETERMINING THE LIMIT CENTERLINE 3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO 100 150 CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB. OF NO - PASSING ZONES ON VERTICAL CURVES 6100 4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS SHALL BE SMOOTH ROUND STEEL BARS FREE FROM RUST AND OTHER DEFECTS (REFER TO CLAUSE 3, 1, 3, AND 12 THE TRAVELLED WAY

EGDE LINE EGDE LINE EGDE LINE 100

PROVIDED BEFORE OR AFTER AN EXPANSION JOINT. SHOULDER 1500 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH DETAIL OF EDGE LINE MARKINGS 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. 500 PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING SURFACE. NOTES : 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO EGDE LINE EGDE LINE EGDE LINE CENTER & EDGE LINE MARKINGS 1. ALL DIMENSIONS SHOWN ARE IN MILIMETERS UNLESS OTHERWISE EDGE NOTE : NOTED. C 10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. C C FOR 85%ile SPEED < 60 Kph 2. PAVEMENT MARKING SHALL BE APPLIED IN ACCORDANCE WITH THE 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. A=B=300mm C=2.5-4.0m ROAD SIGNS AND PAVEMENT MARKINGS MANUAL, DPWH 2012. IT SHALL 12. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. PEDESTRIAN CROSSING ONE LANE BE OF THERMOPLASTIC MATERIALS. 13. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR AT EVERY ADJACENT EXISTING FOR 85%ile SPEED > 60 Kph (ZEBRA TYPE) STRUCTURES. A=B=600mm C>4.0m

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III STANDARD 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN PAVEMENT MARKINGS DETAIL CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II

NOTE: THE DISTANCE "d" BETWEEN GUARDRAIL POST AND EDGE OF SHOULDER WILL DEPEND ON THE THICKNESS OF THE 216 PRE-FAB STEEL FLEX BEAM SHOULDER PAVEMENT AND THE SLOPE AT WHICH IT WILL 108108 INTERSECT AT THE TIP. 16mmØx229 MACHINE BOLT 3mm CONCRETE POST PRE-FAB STEEL FLEX BEAM, GAUGE 14 51 51 PRE-FAB STEEL 200 FLEX-BEAM 10 10

P 230 230 700

16mmØx229 MACHINE BOLT SHOULDER SURFACE 16mmØx229 MACHINE BOLT

16mm Ø 16mm Ø 25 BOLT HOLE BOLT HOLE 230 E C A5 200 X 200

CONC. POST 131

1000 STONE MASONRY STONE MASONRY 3.12 1700 1700 131 1470 1470

4-16mmØ BARS 25

3mm 3810 3810 WITH 10-10mmØ GROOVE END STONE MASONRY TIES SPACED DETAIL OF R.C.P. ENDS A2 ELEVATION EQUALLY EDGE OF STONE MASONRY EDGE OF STONE MASONRY SCALE 1:40

STONE MASONRY PRE-FAB STEEL FLEX BEAM STONE MASONRY STONE MASONRY c PRE-FAB STEEL FLEX BEAM t 200x200 CONCRETE POST A5 FLEX-BEAM DETAIL

DIRECTION OF TRAFFIC TYPE "GR-A" SCALE 1:8 SECTION I.D. A3 A4 ELEVATION POST P L A N SCALE 1:20 1:20 159 540 GENERAL NOTES: A1 SCALE SCALE 1:40 318 1. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH 51 108 108 51 200 t STANDARD SPECIFICATIONS FOR HIGHWAYS AND 200

c BRIDGES REVISED 1995.

2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS 25 OTHERWISE SPECIFIED. 4-16mmØBARS R236.14 DETAIL OF R.C.P. JOINT 131 3. WHEN CONCRETE POST ARE USED, IT SHALL CONFORM WITH THE 10-10mm Ø TIES REQUIREMENTS OF CLASS "C" CONCRETE, ITEM NO. 405 (3) AND 200 SPACED EQUALLY 200

REINFORCING STEEL SHALL CONFORM WITH REQUIREMENTS OF 254

REINFORCING STEEL, ITEM NO. 404. R257.72 131 76 700 700 25 700 4. GAUGE OF FLEX-BEAM GUADRAIL SHALL BE AS 134.71 INDICATED IN PLAN & SPECIFICATIONS. A6 SECTION POST t SCALE 1:10 c 5. ALL NUTS SHALL BE WELDED TO THE BOLTS AFTER MACHINE HAND TIGHTENING. MADE MADE A7 FLEX-BEAM END DETAIL 6. HOLES TO BE PROVIDED FOR BOTH THE FLEX BEAM AND 64 90 130 SHOULDER SHOULDER CONCRETE POST MUST BE FITTED FOR THE 16mmØ x 229mm SCALE 1:20 MACHINE BOLT. 76 102 130 WINGWALL VARIES 5@3810 86 114 150 3@3810 3810 3@3810 20000mm APPROACH END APPROACH END 110 - 150 STONE MASONRY TRANSITION LENGTH FLARED FLARED 100 127 - 150 CLEARANCE CONNECTION WITH THE CONNECTION WITH THE

STONE MASONRY 10.00

CONCRETE RETAINING WALL CONCRETE RETAINING WALL 640 10.00 0.00 110 446 0.00 40 160 360 1000 1000 1000

DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC CONCRETE QUALITY IS OF OF PROPOSED ROAD C OF PROPOSED ROAD REINFORCED CONCRETE L BRIDGE

MIN= bc 10 bc+10cm 110 445 0.00 SHOULDER SHOULDER 10.00 VARIES 3@3810

APPROACH END TYPE "GR-B" FLARED PLAN B (BRIDGE) PLAN A (BOX CULVERT)

ROCK A8 BEAM TYPE GUARDRAIL ON RETAINING WALL EARTH CUSHION N T S A9 GUARDRAILS ALONG BOX CULVERT & BRIDGE APPROACHES 2cm PER METER OF H WHEN H<5m NOT TO SCALE 4cm WHEN H > 5m H=HEIGHT OF FILL FROM A STANDARD FLEX-BEAM GUARDRAIL TOP OF CULVERT SCALE AS SHOWN

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD STANDARD GUARDRAIL DETAIL LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II WIDTH AS SHOWN ON PLANS T/3 VARIABLE ITEM 200 - AGGREGATE SUB BASE COURSE t = 0.20 m. METAL SIDE FORM (KEYED JOINT) ITEM 105 - SUB-GRADE PLAN PREPARATION DETAIL OF SIDE FORMS FLARING OF EXISTING CONCRETE PAVEMENT

DETAIL "B" CONSTRUCTION/ LONGITUDINAL JOINT 90 M. ANCHOR AT EVERY ADJACENT EXISTING STRUCTURES SCALE: 1:20 MTS SCALE: 1:100 MTS BETWEEN CARRIAGEWAY AND SHOULDER 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED SCALE 1:20 MTS. LIQUID RUBBER BASE SEALING COMPOUND TYPICAL PLAN OF A TWO- LANE UNDOWELED PAVEMENT PLAIN DOWEL BAR FIXED SLIDING FORMED GROOVE WITH KEY WAYS FILL WITH HOT POURED JOINT FILLER ITEM 311(1) e1 - PORTLAND CEMENT SCALE: 1:100 MTS 75 25 METAL DOWEL CAP GAUGE NO.18 TO PLACED ON EACH DOWEL BAR C CONCRETE PAVEMENT 3 12MM. Ø X 600MM @ 600MM L OF CARRIAGEWAY 25 t = 0.23 m.(CARRIAGEWAY) FORMED GROOVE WITH KEYWAYS ON ALTERNATE END (SEE DETAIL "F") 12 O.C.TIE BARS 12 FILL WITH POURED JOINT FILLER

30 - 50 PENETRATION ASPHALT DEFORMED TIE BAR T SEAL OR COLD APPLIED LIQUID 5 25 RUBBER BASE SEALING COMPOUND

HALF OF THE BAR ON THE SIDE OF THE Te/2 T/4 T T/3 16 mm Ø TIE BARS @ 600 O.C METAL DOWEL CAP SHALL BE PAINTED W/ RED LEAD AND THEN GREASED T 25MM PRE-MOLDED T/3 EXPANSION FILLER 0.60 SEE DETAIL "F" 300 300

0.20 PLACED ON EACH DOWEL BAR CONSTRUCTION JOINT SCALE: 1:20 MTS 75 Tn = THICKNESS OF NEW PAVEMENT PLAIN DOWEL BAR ON ALTERNATE END

T SCALE: 1:20 MTS

T/4 280 500 750 SUBBASE ELASTIC MODULUS : ESB ...... = 15,000 Psi (CBR >30 %) 270 34 300 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 290 500 750 SUBBASE THICKNESS = 8'' (200 mm.) T 280 38 300 30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE EFFECTIVE MODULUS AT SUB-GRADE REACTION : K (PCI) = PCI 300 500 750 NOTE: CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. DRAINAGE COEFFICIENT : Cd =1.0 FIRST SLAB 310 400 750 DIAMETER AND SPACING OF PLAIN DOWEL BARS MAY BE PENETRATION ASPHALT SEAL ON CONCRETE PAVEMENT JOINTS SHALL BE POURED IN SUCH A LOAD TRANSFER COEFFICIENT : J ...... = 3.80 MANNER THAT SPILLING WILL BE PREVENTED THUS, PROVIDING A SMOOTH LEVELING/RIDING 300 300 320 400 750 MODIFIED AS LONG AS THE EQUIVALENT STEEL AREA LOSS OF SUPPORT : Ls ...... = 1.0 SURFACE. 600 330 400 750 IS SUSTAINED. K CORRECTION...... = 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT SHALL BE CONTINUOUS FORM EDGE TO 340 400 750 EDGE PAVEMENT THICKNESS = 230 mm. BASED ON AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES 1993. 10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSET. DETAIL "D" 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. NOTE: CBR OF SUB-GRADE SHOULD BE VERIFIED/CHECKED PRIOR TO CONSTRUCTION (BUTT TRANSVERSE CONSTRUCTION JOINTS) 12. AVOID STOPPAGE OF FORM WORKS ALONG CURVES. D 13. CONSTRUCT EXPANSION JOINT AT EVERY 60 METERS ANCHOR AT EVERY ADJACENT EXISTING 0 1 2 4 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS SCALE: 1:20 MTS STRUCTURES. SCALE: AS SHOWN SCALE 1:2 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, STANDARD PORTLAND CEMENT PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD CONCRETE PAVEMENT JOINTS LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: (PLAIN) DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II

LI = Ld

E PI W = WIDENING FOR TWO LANE PAVEMENT

500 Pw = NORMAL PAVEMENT WIDTH

X PVI X 2 TC I

1500 Y O T MO TC X - g2 Y2 PVI Y I PVT 3.2mm x 100mm WHITE LC REFLECTORIZED EDGE LINE ST MO Y Y Ø EDGE OF 6.70 m. WIDTH PCCP - g2 + g1 + g1

3050 TS TC PVC PVT 3.2mm x 150mm BROKEN WHITE REFLECTORIZED O PVC CENTERLINE Ø I TS CS Ø T SC VC / 2 VC / 2 L1 L2

100 LC 6100

LVC LVC LT CS SC R 100

X X R 3050

O SYMMETRICAL DEFINITION : UNSYMMETRICAL TRAVELLED WAY R TL

LT TL LT PVI - POINT OF VERTICAL INTERSECTION Ø FORMULA : FORMULA : 3.2mm x 100mm WHITE REFLECTORIZED EDGELINE R O VC ( g2 - g1 ) PVC - POINT OF VERTICAL CURVE L1 L2 ( g2 - g1 ) A MO = MO = XM Ø Ø

1500 8 2VC A PVT - POINT OF VERTICAL TANGENT

DETAIL OF EDGE LINE MARKINGS XM A ( g2 - g1 )x 2 MO ( X1 ) 2 ST LVC - LENGTH OF VERTICAL CURVE TS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II GEOMETRIC DESIGN STANDARD DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III (HORIZONTAL AND VERTICAL) 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN GEOMETRIC DESIGN STANDARD CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: (SUPER ELEVATION AND PAVEMENT WIDENING) DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II

THE DISTANCE "d" BETWEEN GUARDRAIL POST AND EDGE GENERAL NOTES OF SHOULDER WILL DEPEND ON THE THICKNESS OF THE PRE-FAB STEEL FLEX BEAM SHOULDER PAVEMENT AND THE SLOPE AT WHICH IT WILL ALL WORKS SHALL COMPLY W/ THE DPWH STANDARD SPECIFICATION 2004, VOLUME II AND TO THE SUPPLEMENTAL SPECIFICATION AND INTERSECT AT THE TIP. 16mmØx229 MACHINE BOLT ADDENDA PERTAINING TO THE PROJECT. CONCRETE POST NOTES AND SPECIFICATIONS:

605 - ROAD SIGN PRE-FAB STEEL 200 CHEVRON SIZE FLEX-BEAM THE ROAD SIGNS SHALL COMPLY IN ALL RESPECTS WITH THE "PHILIPPINE INTERNATIONAL ROAD SIGNS MANUAL" PUBLISHED BY THE A B C D E F DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS, MANILA. THE CATEGORIES OF ROAD SIGNS ARE DESIGNATED IN THE MANUAL, NAMELY,

10 10 DANGER WARNING SIGNS, REGULATORY SIGNS, AND INFORMATIVE SIGNS, OR GUIDE SIGNS. THESE ARE REFERRED TO IN THE CONTRACTS 230 230 AS WARNING SIGN AND INFORMATORY SIGNS, RESPECTIVELY. SIGN PANELS FOR WARNING, REGULATORY, AND INFORMATORY SIGNS SHALL 450 600 225 300 20 40 BE MANUFACTURED FROM ALUMINUM SHEETING AT LEAST 3mm THICK. THE REFLECTIVE SHEETING USED ON THE ROAD SIGNS SHALL CONSIST OF SPHERICAL LENS ELEMENTS EMBEDDED WITHIN A TRANSPARENT PLASTIC HAVING A SMOOTH, FLAT SURFACE WITH A PROTECTED PRECOAT ADHESIVE WHICH SHALL BE PRESSURE SENSITIVE FOR MANUAL APPLICATION, OR TACK FREE HEAT ACTIVATED FOR 600 800 300 400 26 53 MECHANICAL VACUUM-HEAT APPLICATION. THE MINIMUM REFLECTIVE BRIGHTNESS VALUES OF THE REFLECTIVE SHEETING AS COMPARED TO A MAGNESIUM OXIDE (MgO) SHALL BE GIVEN IN TABLE BELOW. A NOTE : 16mm Ø 25 THE BRIGHTNESS OF THE REFLECTIVE SHEETING TOTALLY WET BY RAIN, SHALL NOT BE LESS THAN 90% OF THE GIVEN VALUES. 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. C C BOLT HOLE Color Angle Of Incide Angle Of Divergence Minimum Reflective Brightness Value A5 230 2. THE MATERIALS, DIMENSIONS, SIZES OF LETTERS AND NUMERALS, SHAPE, COLOR E - 40 deg 0.5 deg 15 F F AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE ROAD SIGNS AND RED CHEVRON SYMBOL F RED 20 deg 0.5 deg 10 PAVEMENT MARKINGS MANUAL, DPWH 2004. WARNING SIGNS SHALL BE OF SIZE B. 131 50 deg 0.5 deg 3 E WHITE BACKGROUND 3. LATERAL CLEARANCE (LC).

- 40 deg 0.5 deg 75 E D WHITE 20 deg 0.5 deg 70

50 deg 0.5 deg 70 B 3.12 - 40 deg 0.5 deg 35 D YELLOW 20 deg 0.5 deg 35 TYPES OF CHEVRON SIGNS 1700 1700 50 deg 0.5 deg 10 WHITE CHEVRON SYMBOL

131 BLACK BACKGROUND TYPE TYPICAL SIZE APPLICATION - 40 deg 0.5 deg 4 WHITE BACKGROUND

1470 BLUE 20 deg 0.5 deg 4.5 E 60 KPH DESIGN SPEED WITH NO 50 deg 0.5 deg 0.5 RED CHEVRON SYMBOL a. HM-1A - 450 MM X 600 MM -- VISIBLE PROBLEM WIDE FLANGE POSTS AND FRAMES SHALL BE FABRICATED FROM STRUCTURAL STEEL CONFORMING TO ASTM A 283 GRADE D. IN LIEU OF THE

4-16mmØ BARS 25 WITH 10-10mmØ WIDE FLANGE STEEL POSTS, THE CONTRACTOR MAY USE TUBULAR STEEL POSTS CONFORMING TO ASTM A 501. ALL POSTS SHALL BE HM- 1A (L) 60 KPH DESIGN SPEED AND/ OR THOROUGHLY CLEANED, FREE FROM GREASE, SCALE AND RUST AND SHALL BE GIVEN ONE COAT OF RUST-INHIBITING PRIMING PAINT AND HM- 1A (R) b. HM-1B - 600 MM X 800 MM TIES SPACED WITH NO VISIBILITY PROBLEM TWO COATS OF GRAY PAINT IN ACCORDANCE WITH ITEM 411, PAINT. THE CONCRETE FOR THE FOUNDATION BLOCKS SHALL BE CLASS 'A' IN CHEVRON ALIGNMENT SIGN CHEVRON ALIGNMENT SIGN EQUALLY ACCORDANCE WITH ITEM 405, STRUCTURAL CONCRETE.

612 - REFLECTIVE THERMOPLASTIC STRIPPING MATERIALS Table 7.1 Types of Hazard Markers THIS STANDARD SPECIFIES THE REQUIREMENT FOR REFLECTORIZED THERMOPLASTIC PAVEMENT STRIPPING MATERIAL CONFORMING TO AASHTO M 249 THAT IS APPLIED TO THE ROAD SURFACE IN A MOLTEN STATE BY MECHANICAL MEANS WITH SURFACE APPLICATION OF GLASS BEADS AT A RATE OF NOT LESS THAN 350g/L OF GLASS BEADS HAVING A SIZE RANGE OF DROP-IN TYPE AND WILL PRODUCE AN ADHERENT Name Hazard Marker Number Typical Size REFLECTORIZED STRIPE OF SPECIFIED THICKNESS AND WIDTH CAPABLE OF RESISTING DEFORMATION BY TRAFFIC. REFLECTORIZED THERMOPLASTIC PAVEMENT MATERIAL SHALL BE HOMOGENEOUSLY COMPOSED OF PIGMENT, FILLER, RESINS, AND GLASS STONE MASONRY 3 - 5MM G.I. BOLTS W/ REFLECTING SPHERES. THERMOPLASTIC MATERIAL SHALL BE AVAILABLE TO BOTH WHITE AND YELLOW. HM 1A 450 X 600 NUTS AND WASHER GLASS-BEADS (PRE-MIX) SHALL BE UNCOATED AND SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: One-Way Hazard HM 1B 600 X 800 REFRACTIVE IND X, MIN.-1.50 300MM X 300MM 300 SPHERES, PERC NT MIN.-90 1 Markers CONCRETE FOUNDATION 1½" X 8" G.I. FLAT BAR 620 - CHEVRON SIGNS A5 FLEX-BEAM DETAIL 75MM Ø GI PIPE 3 - 2MM G.I. BOLTS W/ THE CHEVRON SIGNS SHALL BE A VERTICAL RECTANGLE. NO BORDER SHALL BE USED ON THE CHEVRON SIGN. THE POINT OF THE ARROW PAINTED WITH REFLECTORIZED

SCALE 1:8 300 TYPE "GR-A" OR CHEVRON SHALL INDICATE THE DIRECTION OF TRAVEL. THEY SHALL BE VISIBLE FOR AT LEAST 150meters TO PROVIDE THE ROAD USER NUTS AND WASHER SUNSHINE YELLOW W/ A WITH ADEQUATE TIME TO REACT TO THE CHANGE IN ALIGNMENT. THE MINIMUM LATERAL OFFSET OF THE CHEVRON SIGN SHALL BE A RED LEAD BASE PAINT 90° SECTION 1.80meters FROM THE EDGE OF PAVEMENT. THE CHEVRON SIGNS SHALL BE INSTALLED ON THE OUTSIDE OF THE CURVE, SET UP ALIGNED 7.4.1 One-Way Hazard Markers A4 ELEVATION POST WITH THE APPROACHING TRAFFIC AT RIGHT ANGLE TO A DRIVER'S LINE OF SIGHT. TWO-SIDED CHEVRON SIGNS MAY BE USED ON TWO-LANE, 1:20 ANGLE, VARIABLE One-way hazard markers indicate to the approaching driver the direction to 1:20 159 540 TWO-WAY ROADS TO GUIDE DRIVERS TRAVELING IN BOTH DIRECTIONS. ANGLE VARIABLE (TO BE ADJUSTED be followed if the marker appears in the driving path. They may point to the SCALE IT IS RECOMMENDED THAT THE SPACING OF THE CHEVRON SIGNS SHOULD ALLOW THE DRIVER TO SEE AT LEAST THREE (3) SIGNS IN VIEW (TO BE ADJUSTED PER HORIZONTAL CURVE WHILE NEGOTIATING THE CURVE, UNTIL THE CHANGE IN ALIGNMENT ELIMINATES THE NEED FOR THE SIGNS. CHEVRON SIGNS SHALL BE ALIGNMENT REQUIREMENT) PER HORIZONTAL CURVE ALIGNMENT left or right as appropriate and are used as follows: 318 MOUNTED CLEAR OF ROADSIDE VEGETATION AND CLEARLY VISIBLE UNDER THE HEADLIGHT ILLUMINATION BY NIGHT. CHEVRONS SHOULD BE REQUIREMENT) 51 108 108 51 AT LEAST 1.50meter ABOVE THE GROUND IN RURAL AREAS AND 2.20meters IN THE URBAN AREAS. PLAN · to delineate an abrupt narrowing of pavement, for example, at a lane 200 Recommended Spacing for Chevron Signs drop; Advisory Speed Limit Radius Chevron Spacing · at exposed ends of raised median islands where traffic is required to (kph) (m) (m)

25 pass to one side; < 20 < 60 12 A A R236.14

131 · on central island of a roundabout facing entering traffic; and, 30-50 60-120 24 2MM Ø G.I. BOLTS W/ · to delineate the curve approach just prior to entering an intersection. 200 NUTS AND WASHER 200 60-70 120-210 36

254 The HM1 chevron Hazard Marker shall generally be used to delineate curves R257.72 131 80-90 210-300 48 RED CHEVRON SYMBOLS where visibility is poor, or with restricted sight lines. B 76 25 > 20 > 300 60 134.71 SECTION POST THE ABOVE SPACING DISTANCES SHALL APPLY TO POINTS WITHIN THE CURVE. APPROACH AND DEPARTURE SPACING DISTANCES SHALL BE WHITE BACKGROUND TWICE THOSE SHOWN ABOVE. 1:10 SIGN PANELS SHALL CONFORM TO THE REQUIREMENTS OF SUBSECTION 605.2.1, SIGN PANELS OF ITEM 605 - ROAD SIGN, DPWH STANDARD SPECIFICATIONS, Vol.2 7.4.2 Chevron Signs THE REFLECTIVE SHEETING SHALL BE WEATHER RESISTANT AND SHOW NO APPRECIABLE CRACKING, BLISTERING, CRAZING OR A7 FLEX-BEAM END DETAIL DIMENSIONAL CHANGE AFTER TWO (2) YEARS OF UNPROTECTED OUTDOOR EXPOSURE. The Chevron Signs (HM - 1A and HM - 1B should be used to guide drivers THE REFLECTIVE SHEETING SHALL HAVE HIGH REFLECTIVITY NORMAL TO VEHICLE HEADLIGHT DEPENDENT ON THE ANGLE OF INCIDENCE. through a change in horizontal alignment of the road. Chevron signs should SCALE 1:20 THE REFLECTIVE MATERIAL SHALL BE SHARP, NO GLARE, AND DIRECTED TOWARDS THE LIGHT SOURCE OF APPROVED ANGLE OF be used to supplement any of the advance warning signs, the Horizontal INCIDENCE. Alignment Signs (W - Types) or the standard Guide Posts and Delineator. THE REFLECTIVE SHEETING SHALL PERFORM EFFECTIVELY FOR A MINIMUM OF SEVEN (7) YEARS FROM DATE OF FABRICATION. VARIES 5@3810 THE REFLECTIVE SHEETING MUST RETAIN AT LEAST 70% OF ITS ORIGINAL BRIGHTNESS FOR REGULAR AND FLUORESCENT SHEETING 3@3810 3@3810 RESPECTIVELY AT THE END OF SEVEN YEARS. ALL CHEVRON SIGNS USED FOR THE ROAD PROJECTS SHOULD BE WARRANTED BY THE 3810 SHEETING MANUFACTURER FOR ABOVE-STATED PERFORMANCE. 20000mm APPROACH END APPROACH END CHEVRON SIGNS SHALL BE DATED AT THE TIME OF INSTALLATION IN ORDER TO INITIATE THE 7-YEAR PERFORMANCE WARRANTY. A Recommended Spacing for Chevron Signs TRANSITION LENGTH FLARED FLARED SIGN-DATING STICKER THAT INDICATES THE MANUFACTURER'S NAME, MATERIAL TYPE/BRAND NAME WITH THE MONTH AND YEAR OF INSTALLATION SHOULD BE PLACED AT THE BACK OF THE SIGN FACE.THE REFLECTIVE SHEETING SHALL CONSIST OF FULL CUBE 75MM Ø G.I. PIPE MICRO-PRISMATIC LENS SHEETING WITH AN INTERLOCKING DIAMOND SEAL PATTERN WITH PRE-COATED ADHESIVE BACKING PROTECTED Advisory Speed Limit Radius Chevron Spacing BYH A REMOVABLE LINER. THE MINIMUM REFLECTIVE BRIGHTNESS VALUE OF REFLECTIVE SHEETING SHALL BE IN ACCORDANCE WITH THE PAINTED WITH REFLECTORIZED (kph) (m) (m) TABLE BELOW: SUNSHINE YELLOW WITH 1500mm to 2220mm 10.00

640 RED LEAD BASE PAINT < 60 10.00 OBSERVATION ANGLE (degrees) < 20 12 0.00 0.00 40 160 360 110 446 For -4° Entrance Angle 30-50 60-120 24 White 70 400 120 DIRECTION OF TRAFFIC Yellow 25 300 90 60-70 120-210 36 DIRECTION OF TRAFFIC Red 4 80 24 OF PROPOSED ROAD OF PROPOSED ROAD Green 57 40 12 80-90 210-300 48 Blue 26 18 5.4 Fluorescent Yellow 0 240 72 > 20 > 300 60 Fluorescent Yellow Green 4 320 96

Fluorescent Yellow Orange 0 120 36 400 NATURAL GRADE LINE

300MM X 300MM 500 For 30° Entrance Angle White 15 150 45 CONCRETE CLASS 'A' FOUNDATION

110 445 Yellow 60 112 34 0.00 SHOULDER SHOULDER Red 3 30 9 100 10.00 Green 21 15 4.5 VARIES 3@3810 Blue 0 6.8 2 3 Fluorescent Yellow 1 90 27 APPROACH END Fluorescent Yellow Green 1 120 36 10MM Ø STEEL BAR FLARED Fluorescent Yellow Orange 64 45 14 200MM LONG,ANTI-ROTATIONAL For 45° Entrance Angle BAR WELDED AT BOTTOM OF POST White 0 50 25 ELEVATION PLAN B (BRIDGE) PLAN A (BOX CULVERT) Yellow 5 37 19 Red 0 10 5 Green 0 5 3 Blue 4 .5 1.5 0.8 GUARDRAILS ALONG BOX CULVERT & BRIDGE APPROACHES Fluorescent Yellow 60 30 15 Fluorescent Yellow Green 80 40 20 DETAILED DRAWING FOR TWO (2) ADJACENT NOT TO SCALE Fluorescent Yellow Orange 30 15 7 CHEVRON ALIGNMENT ON ONE (1) G.I. POST POSTS REQUIRED FOR THE ERECTION OF SIGNS SHALL BE MADE OF GALVANIZED STEEL PIPES NOT LESS THAN 75mm (outside diameter) x SCALE NTS 3.25mm THICK, OR OTHER SECTIONS OF EQUIVALENT STRENGTH. ALUMINUM ALLOY MAY BE USED. PLASTICS MAY BE CONSIDERED, PROVIDED THEY HAVE BEEN SUITABLY EVALUATED.

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO: REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN REPUBLIC OF THE PHILIPPINES CATHERINE R. BANGAYAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS DRAFTSMAN II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS GENERAL NOTES AND SPICIFICATION DRAFTSMAN II REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, REGIONAL OFFICE I LEADING TO DECLARED TOURISM DESTINATIONS, DETAIL INSTALLATION OF ROADSIGN PREPARED: JOSE B. EGUILOS, JR ALBERTO B. ESQUEJO JR. EMMANUEL W. DIAZ, CESE RONNEL M. TAN, CESO III 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 SAN FERNANDO CITY, LA UNION BOBONOT-TAMBOBONG ROAD DETAILED DRAWING FOR TWO (2) ADJACENT LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR LEADING TO TAMBOBONG BEACH, DASOL, PANGASINAN CHEVRON ALIGNMENT ON ONE (1) G.I. POST CHIEF, HIGHWAY DESIGN SECTION CHIEF, PLANNING & DESIGN DIVISION OIC, ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: MARVIN JAMES C. ESPEJO DATE: DATE: DATE: ENGINEER II ENGINEER II