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Republic of the Philippines Office of The REPUBLIC OF THE PHILIPPINES OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE ) CANGMATING, SIBULAN, NEGROS ORIENTAL IMPROVEMENT / WIDENING OF NATIONAL ROADS ALONG BACOLOD SOUTH ROAD K0046+(-910) - K0048+533; K0059+781 - K0060+307.50; K0065+448 - K0071+696.60 MUN. OF BINALBAGAN, NEGROS OCCIDENTAL SECTION ID = S00127NR NET LENGTH = 10.06 KM WIDTH = 3.35 METERS THICKNESS = 0.30 METERS BEGINNING OF PROJECT BEGINNING OF SECTION 1 STA. 45+090.00 ( K0046+(-910) ) N W E END OF SECTION 1 ( BEG. EXISTING WIDENING ) STA. 48+502.05 ( K0048+533 ) S 1BDJGJD0DFBO INDEX OF SHEETS: 8FTU1IJMJQQJOF4FB NO. SHEET CONTENTS 1 LAY OUT PLAN, VICINITY MAP & INDEX OF SHEETS 2 TYPICAL ROAD SECTION DETAIL PAVEMENT DESIGN PARAMETER GENERAL NOTES TYPICAL DETAIL OF OPEN LINED CANAL Project Site THERMOPLASTIC PAVEMENT MARKINGS DETAIL END OF SECTION 2 3 SUMMARY OF QUANTITIES STA. 60+285.74 ( K0060+307.50 ) SCHEDULE OF ITEMS BEGINNING OF SECTION 2 ( END OF EXISTING WIDENING ) STA. 59+781.00 ( K0059+781 ) SPECIFICATIONS GROUTED RIPRAP DETAIL ELEVATION DETAILS OF WEEPHOLES L O C A T I O N M A P 4 STANDARD PLAN OF PORTLAND CEMENT CONCRETE PAVEMENT Manapla Cadiz City 5 STANDARD PLAN OF METAL GUARDRAIL Sagay City Victorias City Escalante City 6 STANDARD PLAN OF CHEVRON SIGNS Silay City 7 STANDARD REINFORCED CONCRETE PIPE CULVERT DETAILS Talisay City Negros Occidental 1st DEO BEGINNING OF SECTION 3 Toboso ( MAGSAYSAY BR. APP. "B" ) Bacolod City 8 - 22 PLAN & PROFILE STA. 65+448.00 ( K0065+448 ) Bacolod City DEO Murcia Calatrava Bago City 23 - CROSS-SECTION Salvador Benedicto The Site Pulupandan San Carlos City Valladolid Negros Occidental 4th DEO San Enrique La Carlota Pontevedra Canlaon La Castellana Vallehermoso BINALBAGAN Moises Padilla Hinigaran (Magallon) Isabela Binalbagan Negros Occidental 2nd DEO Himamaylan Guihulngan City Negros Oriental 1st DEO Ilog La Libertad Kabankalan City Jimalalud Cauayan Tayasan Ayungon NEGROS Candoni Bindoy (Payabon) Sipalay City OCCIDENTAL Negros Occidental 3rd DEO Mabinay Manjuyod END OF PROJECT Hinoba-an (Asia) END OF SECTION 3 Bais City STA. 71+587.79 ( K0071+696.60 ) Tanjay City Kalumboyan Pamplona Amlan (Ayuquitan) NEGROS San Jose Basay ORIENTAL Sibulan Bayawan City Negros Oriental 2nd DEO (Tulong) Santa Catalina Dumaguete City Valencia (Luzurriaga) Bacong Negros Oriental 3rd DEO Dauin Siaton Zamboanguita V I C I N I T Y M A P SURVEYED & PREPARED: REPUBLIC OF THE PHILIPPINES PROJECT TITLE: SHEET CONTENTS: SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO.: SHEET NO.: ANNIE P. MEJOGUE ENGINEER III IMPROVEMENT / WIDENING OF NATIONAL ROADS DESIGNED: ALONG BACOLOD SOUTH ROAD OFFICE OF THE REGIONAL DIRECTOR K0046+(-910) - K0048+533; K0059+781 - K0060+307.50; LAYOUT PLAN & STEPHEN B. ABASTILLAS 1 NEGROS ISLAND REGION ( NIR ) K0065+448 - K0071+696.60 ENGINEER III VICINITY MAP CHECKED: AILEN S. JULIT ERIC A. AYAPANA LEA N. DELFINADO, CESO IV ( INTERIM - OFFICE ) CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR OIC-REGIONAL DIRECTOR 30 CANGMATING, SIBULAN, NEGROS ORIENTAL LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL JOSE ROY H. LAGON ASST. CHIEF, PLANNING & DESIGN DIVISION ȭ SHOULDER 20.00 ROAD RIGHT OF WAY 16.40 1.50 1.50 SHOULDER 3.35 EXISTING PAVEMENT 3.35 SHOULDER 1.50% 1.50% -3.00% 1.50% 1.50% -3.00% CUT CUT 2:1 FILL FILL FILL 0.50 GROUTED RIPRAP ( SEE DETAIL ) VARIABLE VARIABLE 300mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 0.50M. MIN. 200mm THK. AGGREGATE SUBBASE COURSE TYPICAL ROAD SECTION DETAIL 0.20 ( NORMAL SECTION ) VARIABLE SCALE 1 : 50 M. 0.30 ȭ TYPICAL DETAIL OF OPEN LINED CANAL 20.00 ROAD RIGHT OF WAY SCALE 1 : 20 M. 16.40 1.50 1.50 SHOULDER 3.35 EXISTING PAVEMENT 3.35 SHOULDER 1.50% 1.50% -3.00% 1.50% 1.50% -3.00% CUT CUT 2:1 0.10 FILL FILL GROUTED RIPRAP 0.10 ( SEE DETAIL ) REFLECTORIZED PAVEMENT MARKINGS ( WHITE ) 100mm WIDTH 0.15 0.10 0.15 230mm THK. PORTLAND CEMENT CONCRETE PAVEMENT EDGE OF PAVEMENT WIDTH AS SHOWN ON PLANS 300mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 0.10 0.10 200mm THK. AGGREGATE SUBBASE COURSE 3.00 6.00 3.00 6.00 3.00 0.10 TYPICAL ROAD SECTION DETAIL 0.15 REFLECTORIZED PAVEMENT MARKINGS ( YELLOW ) REFLECTORIZED PAVEMENT MARKINGS ( PAVED SHOULDER ) 150mm WIDTH FOR HORIZONTAL CURVE ( WHITE ) 150mm WIDTH SCALE 1 : 50 M. 0.10 WIDTH AS SHOWN ON PLANS EDGE OF PAVEMENT REFLECTORIZED PAVEMENT MARKINGS ( WHITE ) 0.10 ȭ 100mm WIDTH 20.00 ROAD RIGHT OF WAY TYPICAL THERMOPLASTIC PAVEMENT MARKINGS DETAIL SCALE N.T.S. 16.40 1.50 1.50 SHOULDER 3.35 EXISTING PAVEMENT 3.35 SHOULDER -3.00% +s% +s% -s% -s% -3.00% GENERAL NOTES 2:1 1. ALL DIMENSION SHOWN IN PLAN ARE IN METERS EXCEPT AS NOTED. FILL FILL 2. HORIZONTAL AND VERTICAL CONTROL ARE ALL ASSUMED AND GROUTED RIPRAP ESTABLISHED DURING THE SURVEY. ( SEE DETAIL ) 3. CURVED COMPUTATION ARE BASED ON HORIZONTAL AND VERTICAL GEOMETRY. 4. THE ORIGINAL GROUND AND FINISHED GRADE ELEVATION REFERS TO THE EXISTING AND PROPOSED ELEVATION OF THE ROAD CENTERLINE 300mm THK. PORTLAND CEMENT CONCRETE PAVEMENT PROFILE. THE FINISHED GRADE IS ALSO THE ELEVATION OF THE CENTER- LINE AS SHOWN IN THE TYPICAL CROSS SECTION. 200mm THK. AGGREGATE SUBBASE COURSE 5. FOR SUPER ELEVATION, CURVE WIDENING OR HORIZONTAL TRANSITION REFER TO TABLE FOR SUPER ELEVATION DEVELOPMENT FOR ROAD TYPICAL ROAD SECTION DETAIL SAFETY DESIGN MANUAL. ( SUPERELEVATED SECTION ) SCALE 1 : 50 M. 6. SLOPE PROTECTION SHALL BE PROVIDED IN AREAS INDICATED ON THE PLANS IN ACCORDANCE WITH DETAILS SHOWN IN THE DRAWING. 7. ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2013 EDITION. 8. DESIGN WAS BASED ON THE DATA SUBMITTED BY THE SURVEY TEAM OF PLANNING AND DESIGN DIVISION OF DPWH, NEGROS ISLAND REGION (NIR), REGIONAL OFFICE. 9. THE IMPLEMENTING OFFICE SHALL IDENTIFY THE LOCATIONS AND PROVIDE ACCESSIBILITY FACILITIES FOR PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37 SERIES OF 2009. SURVEYED & PREPARED: REPUBLIC OF THE PHILIPPINES PROJECT TITLE: SHEET CONTENTS: SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO.: SHEET NO.: ANNIE P. MEJOGUE ENGINEER III IMPROVEMENT / WIDENING OF NATIONAL ROADS DESIGNED: ALONG BACOLOD SOUTH ROAD TYPICAL ROAD SECTION DETAIL OFFICE OF THE REGIONAL DIRECTOR K0046+(-910) - K0048+533; K0059+781 - K0060+307.50; PAVEMENT DESIGN PARAMETER STEPHEN B. ABASTILLAS 2 NEGROS ISLAND REGION ( NIR ) K0065+448 - K0071+696.60 GENERAL NOTES ENGINEER III TYPICAL DETAIL OF OPEN LINED CANAL CHECKED: AILEN S. JULIT ERIC A. AYAPANA LEA N. DELFINADO, CESO IV ( INTERIM - OFFICE ) THERMOPLASTIC PAVEMENT MARKINGS DETAIL CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR OIC-REGIONAL DIRECTOR 30 CANGMATING, SIBULAN, NEGROS ORIENTAL LOCATION: MUN. OF BINALBAGAN, NEGROS OCCIDENTAL JOSE ROY H. LAGON ASST. CHIEF, PLANNING & DESIGN DIVISION SHOULDER 0.50 4.00 SPECIFICATION : 2.00 2.00 1. SAFETY ON THE PROJECT 1 3.00 IF THE ENGINEER ASSIGNED IN THE PROJECT NOTICES ANYTHING ON 3 DRAIN OR WEEP HOLES PP PVC SPACED @ 2.00M HOR AND 1.00M VERT STAGGERED THE SITE THAT IS CONSIDERED UNSAFE, A SITE INSTRUCTION WITH FILTER CLOTH @ INNER END SHOULD IMMEDIATELY BE GIVEN TO THE CONTRACTOR REGARDING THIS MATTER THAT COULD CAUSE SAFETY PROBLEMS, SUCH AS: VAR. A. HINDRANCES TO THE TRAFFIC FLOW, IF NEEDED THE SHOULDER SHOULD BE USED SO THAT TWO WAY TRAFFIC 1.00 F I L L PP PVC WEEPHOLES STAGGERED @ CAN BE MAINTAINED. 2000 HOR. & 1000 VERT. WITH 0.60m OF 20mm GRAVEL BAGGED IN POLYESTER 0.60 2.00 NON-WOOVEN FILTER CLOTH ON EACH HOLE. B. LACK OF TRAFFIC CONTROL ( STOP / GO BOARD ) 1 0.50 C. INADEQUATE WARNING SIGNS FOR THE ROAD USERS 1.00 3 D. IMPROPER USE OF EQUIPMENT THAT POSE DANGER 3.00 E. EXCAVATION THAT IS NOT PROPERLY BARRICADED AND ROCK BACKING 1.00 1.00 LIGHTED DURING NIGHT TIME. EXISTING GROUND F. THE CONTRACTOR IS RESPONSIBLE FOR ALL ROAD SAFETY DEVICES / ARRANGEMENT ON THE JOB SITE, THIS INCLUDES NOTE: 0.60 0.60 SIGNAGES, LIGHTING AND OTHER ROAD SAFETY DEVICES DRAIN OR WEEP HOLES SHALL BE PROVIDED IN SLOPE OF EMBANKMENT AT THE REQUIRED TO WARN AND PROTECT ROAD USERS. LOCATIONS SHOWN ON THE PLANS, NOT LESS THAN TWO CUBIC FEET OF ROCKS. BACKING SHALL BE PROVIDED AT EACH DRAIN OR WEEP HOLES TO 0.60 ENSURE PROPER OPERATION OF THE DRAIN. ROCK BACKING SHALL BE 2. QUALITY CONTROL EXTENDED TO AT LEAST ONE FOOT ABOVE THE DRAIN OF WEEP HOLES. EXISTING GROUND 0.50 SUBSTANDARD MATERIALS WILL RESULT IN SUB STANDARD WORK. THE RESPONSIBILITY FOR TESTING AND ACCEPTANCE LIES FULLY WITH THE CONTRACTOR, AND IT IS THE RESPONSIBILITY OF THE MATERIALS ENGINEER TO OVERSEE ALL TESTING AND TO ELEVATION DETAILS OF WEEPHOLES TYPICAL GROUTED RIPRAP DETAIL ENSURE THAT THE TESTS COMPLY WITH THE SPECIFICATIONS AND SCALE 1 : 50 M. SCALE 1 : 50 M. PROCEDURES. 3. LOCATION OF PUBLIC UTILITIES BEFORE THE CONTRACTOR BEGINS ANY EXCAVATION BELOW EXISTING GROUND PARTICULARLY ADJACENT TO THE EXISTING ROAD AND PROPERTIES. THE UTILITY AUTHORITIES SHOULD BE GIVEN ADVANCED NOTICES AND SITE INSPECTION SHOULD BE ARRANGED AND THE SAME APPLIES TO HEAVY EQUIPMENT CROSSING THE ROAD. 4. EXCAVATION UNSUITABLE MATERIALS THAT MAY BE ENCOUNTERED DURING THE EXCAVATION. SHOULD BE REMOVED TO THE SATISFACTION OF THE PROJECT ENGINEER. PHOTOGRAPHS SHOULD BE TAKEN BEFORE REPLACEMENT OF EXCAVATION MATERIALS AND SHALL BE MEASURED AND AGREED BY BOTH PARTIES. THE CONTRACTOR AND THE PROJECT ENGINEER. THE VOLUME SHOULD BE RECORDED IN A LOG BOOK FOR RECORD PURPOSES. EXCAVATED MATERIALS SHOULD BE REMOVED FROM THE CONSTRUCTION SITE. THE HAULING AND THE DISPOSAL IS WITHIN THE AUTHORITY OF THE PROJECT ENGINEER. 5. PAVEMENT ANY ITEM OF WORK REFLECTED ON THE PLANS / CONTRACT SUCH AS CLEARING & GRUBBING, SUB - GRADE PREPARATION, BASE MATERIALS PREPARATION. PCCP AND RIPRAP SHOULD CONFORM WITH THE 2004 DPWH STANDARD SPECIFICATION WHICH IS THE BASES OF REFERENCE IN ANY CONSTRUCTION ACTIVITIES.
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