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( Nir ) ( Interim - Office ) Cangmating, Sibulan, Negros Oriental

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( Nir ) ( Interim - Office ) Cangmating, Sibulan, Negros Oriental REPUBLIC OF THE PHILIPPINES OFFICE OF THE REGIONAL DIRECTOR NEGROS ISLAND REGION ( NIR ) ( INTERIM - OFFICE ) CANGMATING, SIBULAN, NEGROS ORIENTAL CONSTRUCTION / IMPROVEMENT OF SILAY - PATAG ACCESS ROAD LEADING TO PATAG VALLEY ( PATAG VALLEY TREKKING ) STA. 4+650.00 - STA. 5+254.72; STA. 5+331 - STA. 6+537.39; STA. 6+599 - STA. 6+826.23; STA. 6+906 - STA. 7+053.23; STA. 7+086.00 - 7+677.20; STA. 7+735.00 - STA. 7+796.37; STA. 32+805 - STA. 32+927.16 SILAY CITY, NEGROS OCCIDENTAL NET LENGTH = 2.96 KM WIDTH = 6.70 METERS THICKNESS = 0.28 METERS INDEX OF SHEETS: NO. SHEET CONTENTS 1 LAY OUT PLAN, VICINITY MAP & INDEX OF SHEETS 2 TYPICAL ROAD SECTION DETAIL N GROUTED RIPRAP DETAIL STONE MASONRY DETAIL W E ELEVATION DETAILS OF WEEPHOLES 3 THERMOPLASTIC PAVEMENT MARKINGS DETAIL S OPEN LINED CANAL DETAIL SUMMARY OF QUANTITIES PAVEMENT DESIGN PARAMETER GENERAL NOTES & SPECIFICATION 4 SCHEDULE OF ITEMS 5 ROAD GEOMETRIC DESIGN HORIZONTAL & VERTICAL CURVES 6 SUPERELEVATION & PAVEMENT WIDENING 1BDJGJD0DFBO 7 STANDARD PLAN OF PORTLAND CEMENT CONCRETE PAVEMENT END OF SECTION 1 BEGINNING OF PROJECT STA. 5+254.72 BEGINNING OF SECTION 1 ( EXISTING BRIDGE APP. "A" ) 8 STANDARD PLAN OF METAL GUARDRAIL STA. 4+650.00 8FTU1IJMJQQJOF4FB 9 STANDARD PLAN OF CHEVRON SIGNS 10 - 17 PLAN AND PROFILE 18 - 34 CROSS - SECTION Project Site L A Y - O U T P L A N ( S E C T I O N 1 ) END OF SECTION 2 BEGINNING OF SECTION 2 SCALE 1 : 2,000 M. STA. 6+537.39 ( EXISTING PCCP ) STA. 5+331.00 ( EXISTING BRIDGE APP. "B" ) L O C A T I O N M A P The Site Manapla Cadiz City Sagay City Victorias City Escalante City L A Y - O U T P L A N ( S E C T I O N 2 ) Silay City Talisay City Negros Occidental 1st DEO Toboso SCALE 1 : 3,000 M. END OF SECTION 4 Bacolod City STA. 7+053.23 Bacolod City DEO ( EXISTING PCCP ) Murcia Calatrava BEGINNING OF SECTION 3 Bago City Salvador Benedicto STA. 6+599.00 BEGINNING OF SECTION 4 Pulupandan ( EXISTING PCCP ) STA. 6+906.00 San Carlos City END OF SECTION 3 Valladolid STA. 6+826.23 ( EXISTING PCCP ) Negros Occidental 4th DEO San Enrique ( EXISTING PCCP ) La Carlota Pontevedra Canlaon La Castellana Vallehermoso Moises Padilla Hinigaran (Magallon) Isabela Binalbagan Negros Occidental 2nd DEO Himamaylan Guihulngan City Negros Oriental 1st DEO Ilog La Libertad Kabankalan City L A Y - O U T P L A N Jimalalud Cauayan L A Y - O U T P L A N ( S E C T I O N 4 ) Tayasan ( S E C T I O N 3 ) SCALE 1 : 1,000 M. Ayungon NEGROS SCALE 1 : 1,000 M. Candoni END OF SECTION 5 END OF PROJECT OCCIDENTAL Bindoy (Payabon) BEGINNING OF SECTION 6 Sipalay City STA. 7+677.20 END OF SECTION 7 Negros Occidental 3rd DEO Mabinay STA. 7+735.00 END OF PROJECT ( EXISTING BRIDGE APP. "A" ) STA. 32+927.163 Manjuyod ( EXISTING BRIDGE APP. "B" ) END OF SECTION 6 ( EXISTING PCCP ) BEGINNING OF SECTION 5 STA. 7+796.37 Hinoba-an (Asia) Bais City STA. 7+086.00 ( EXISTING PCCP ) ( EXISTING PCCP ) Tanjay City Kalumboyan Pamplona BEGINNING OF SECTION 7 Amlan (Ayuquitan) NEGROS STA. 32+805.00 San Jose ( EXISTING PCCP ) Basay ORIENTAL Sibulan Bayawan City Negros Oriental 2nd DEO (Tulong) Santa Catalina Dumaguete City Valencia (Luzurriaga) Bacong Negros Oriental 3rd DEO Dauin L A Y - O U T P L A N L A Y - O U T P L A N L A Y - O U T P L A N Siaton Zamboanguita ( S E C T I O N 5 ) ( S E C T I O N 6 ) ( S E C T I O N 7 ) SCALE 1 : 2,000 M. SCALE 1 : 1,000 M. SCALE 1 : 1,000 M. 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 CONSTRUCTION / IMPROVEMENT OF SILAY - PATAG ACCESS ROAD ENGINEER III LEADING TO PATAG VALLEY ( PATAG VALLEY TREKKING ) DESIGNED: OFFICE OF THE REGIONAL DIRECTOR STA. 4+650.00 - STA. 5+254.72; STA. 5+331 - STA. 6+537.39; STA. 6+599 - STA. 6+826.23; STEPHEN B. ABASTILLAS 1 STA. 6+906 - STA. 7+053.23; STA. 7+086.00 - 7+677.20; STA. 7+735.00 - STA. 7+796.37; LAYOUT PLAN & NEGROS ISLAND REGION ( NIR ) ENGINEER III STA. 32+805 - STA. 32+927.16 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 34 CANGMATING, SIBULAN, NEGROS ORIENTAL LOCATION: SILAY CITY, NEGROS OCCIDENTAL JOSE ROY H. LAGON ASST. CHIEF, PLANNING & DESIGN DIVISION ȭ 20.00 ROAD RIGHT OF WAY 9.70 6.70 1.50 1.50 SHOULDER 3.35 3.35 SHOULDER -3.00% 1.50% 1.50% -3.00% OPEN LINED CANAL ( SEE DETAIL ) 2:1 0.50 SHOULDER FILL 0.60 230mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 200mm THK. AGGREGATE SUBBASE COURSE 280mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 280mm THK. DET. PORTLAND CEMENT CONCRETE PAVEMENT ( TO BE REMOVE ) FILL TYPICAL ROAD SECTION DETAIL ( NORMAL SECTION ) SCALE 1 : 50 M. 1 VARIABLE 5 H 12 12 ȭ 20.00 ROAD RIGHT OF WAY 9.70 6.70 1.50 1.50 SHOULDER 3.35 3.35 SHOULDER VARIABLE +e% -3.00% 0.60m. MIN. s% -e% EXISTING GROUND VARIABLE H/2 MIN. GROUTED RIPRAP ( SEE DETAIL ) FILL TYPICAL STONE MASONRY DETAIL SCALE 1 : 50 M. 230mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 200mm THK. AGGREGATE SUBBASE COURSE 280mm THK. PORTLAND CEMENT CONCRETE PAVEMENT 280mm THK. DET. PORTLAND CEMENT CONCRETE PAVEMENT ( TO BE REMOVE ) TYPICAL ROAD SECTION DETAIL ( SUPERELEVATED SECTION ) SCALE 1 : 50 M. SHOULDER SHOULDER 0.30 0.50 4.00 2.00 2.00 1.5 1 3.00 3.00 1 DRAIN OR WEEP HOLES PP PVC SPACED 3 DRAIN OR WEEP HOLES PP PVC SPACED @ 2.00M HOR AND 1.00M VERT STAGGERED @ 2.00M HOR AND 1.00M VERT STAGGERED WITH FILTER CLOTH @ INNER END WITH FILTER CLOTH @ INNER END VAR. 1.00 F I L L 1.00 PP PVC WEEPHOLES STAGGERED @ 2000 HOR. & 1000 VERT. WITH 0.60m OF 20mm GRAVEL BAGGED IN POLYESTER 0.60 2.00 NON-WOOVEN FILTER CLOTH ON EACH HOLE. 1.5 F I L L 1 1 0.50 1.00 3 3.00 3.00 ROCK BACKING ROCK BACKING 1.00 1.00 1.00 EXISTING GROUND NOTE: 0.60 0.60 0.60 DRAIN OR WEEP HOLES SHALL BE PROVIDED IN SLOPE OF EMBANKMENT AT THE 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 0.60 ENSURE PROPER OPERATION OF THE DRAIN. ROCK BACKING SHALL BE EXTENDED TO AT LEAST ONE FOOT ABOVE THE DRAIN OF WEEP HOLES. EXISTING GROUND 0.40 EXISTING GROUND 0.50 ELEVATION DETAILS OF WEEPHOLES TYPICAL GROUTED RIPRAP DETAIL TYPICAL GROUTED RIPRAP DETAIL SCALE 1 : 50 M. ( TYPE - 1 ) ( TYPE - 2 ) SCALE 1 : 50 M. SCALE 1 : 50 M. SURVEYED & PREPARED: REPUBLIC OF THE PHILIPPINES PROJECT TITLE: SHEET CONTENTS: SUBMITTED: RECOMMENDING APPROVAL: APPROVED: SET NO.: SHEET NO.: ANNIE P. MEJOGUE CONSTRUCTION / IMPROVEMENT OF SILAY - PATAG ACCESS ROAD ENGINEER III LEADING TO PATAG VALLEY ( PATAG VALLEY TREKKING ) DESIGNED: TYPICAL ROAD SECTION DETAIL OFFICE OF THE REGIONAL DIRECTOR STA. 4+650.00 - STA. 5+254.72; STA. 5+331 - STA. 6+537.39; STA. 6+599 - STA. 6+826.23; STEPHEN B. ABASTILLAS 2 STA. 6+906 - STA. 7+053.23; STA. 7+086.00 - 7+677.20; STA. 7+735.00 - STA. 7+796.37; GROUTED RIPRAP DETAIL NEGROS ISLAND REGION ( NIR ) ENGINEER III STA. 32+805 - STA. 32+927.16 STONE MASONRY DETAIL CHECKED: AILEN S. JULIT ERIC A. AYAPANA LEA N. DELFINADO, CESO IV ( INTERIM - OFFICE ) ELEVATION DETAILS OF WEEPHOLES CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR OIC - REGIONAL DIRECTOR 34 CANGMATING, SIBULAN, NEGROS ORIENTAL LOCATION: SILAY CITY, NEGROS OCCIDENTAL JOSE ROY H. LAGON ASST. CHIEF, PLANNING & DESIGN DIVISION 0.10 0.10 REFLECTORIZED PAVEMENT MARKINGS ( WHITE ) 100mm WIDTH 0.15 0.10 0.15 EDGE OF PAVEMENT WIDTH AS SHOWN ON PLANS 0.10 0.10 3.00 6.00 3.00 6.00 3.00 0.10 0.15 REFLECTORIZED PAVEMENT MARKINGS ( YELLOW ) REFLECTORIZED PAVEMENT MARKINGS 150mm WIDTH FOR HORIZONTAL CURVE ( WHITE ) 150mm WIDTH 0.10 WIDTH AS SHOWN ON PLANS EDGE OF PAVEMENT REFLECTORIZED PAVEMENT MARKINGS ( WHITE ) 0.10 100mm WIDTH TYPICAL THERMOPLASTIC PAVEMENT MARKINGS DETAIL SCALE N.T.S. NOTE: QUANTITIES ARE SUBJECT TO INCREASE / DECREASE, DEPENDING UPON THE RESULT OF JOINT FINAL INSTRUMENT SURVEY. 0.30 0.20 0.60 SHOULDER SPECIFICATION : 1. SAFETY ON THE PROJECT 6. RIPRAP AND GROUTED RIPRAP IF THE ENGINEER ASSIGNED IN THE PROJECT NOTICES ANYTHING ON A. FOOTING SHALL BE CARRIED DOWN TO A FIRM FOUNDATION THE SITE THAT IS CONSIDERED UNSAFE, A SITE INSTRUCTION AS DIRECTED BY THE ENGINEER. SHOULD IMMEDIATELY BE GIVEN TO THE CONTRACTOR REGARDING 0.80 THIS MATTER THAT COULD CAUSE SAFETY PROBLEMS, SUCH AS: B. CLASS "A" CONCRETE SHALL BE USED. A. HINDRANCES TO THE TRAFFIC FLOW, IF NEEDED THE C. MORTAR TO BE ONE (1) PART CEMENT AND THREE (3) PARTS SHOULDER SHOULD BE USED SO THAT TWO WAY TRAFFIC SAND. CAN BE MAINTAINED. D. MORTAR JOINTS 2 1/2 CM TO 4 CM.
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