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Department of Public Works and Highways Regional Office Vi Negros Occidental Sub District Engineering Office San Carlos City, Negros Occidental

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Department of Public Works and Highways Regional Office Vi Negros Occidental Sub District Engineering Office San Carlos City, Negros Occidental REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGIONAL OFFICE VI NEGROS OCCIDENTAL SUB DISTRICT ENGINEERING OFFICE SAN CARLOS CITY, NEGROS OCCIDENTAL C.Y. 2021 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS OCCIDENTAL TOBOSO, NEGROS OCCIDENTAL NET LENGTH = 866 m SUBMITTED: RECOMMENDED: APPROVED: VENGIE C. MORACA JUAN ALFONSO G. JORBINA JAIME SJ. JAVELLANA OIC, PLANNING AND DESIGN SECTION OIC, OFFICE OF THE ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: N W E S LUZON BRGY. MAGTICOL Pacific Ocean WATER TANK TO BRGY.SAN ISIDRO West Philippine Sea TO BRGY.BUG-ANG VISAYAS Project Site WATER SOURCE MINDANAO HDA.ROAD L O C A T I O N M A P (MAP WITH ALIGNMENT OF THE ROAD Manapla Cadiz City The Site Sagay City Victorias City Escalante City Silay City Talisay City Negros Occidental 1st DEO TANK P SOURCE Toboso Bacolod City Bacolod City DEO Murcia Calatrava Bago City Salvador Benedicto Pulupandan INDEX OF SHEETS San Carlos City Valladolid Negros Occidental 4th DEO San Enrique La Carlota SHEET NO. SHEET CONTENTS Pontevedra Canlaon LOCATION MAP La Castellana Vallehermoso SCALE: 1:12000m Moises Padilla Hinigaran (Magallon) INDEX OF SHEET, LOCATION MAP,VICINITY MAP 1 Isabela Binalbagan Negros Occidental 2nd DEO 2 LEGEND, SYMBOLS, ABBREVIATIONS, GENERAL NOTES Himamaylan Guihulngan City 3 LAY-OUT PLAN,SUMMARY OF QUANTITIES, LEGEND Negros Oriental 1st DEO Ilog La Libertad Kabankalan City 4 SCHEMATIC DIAGRAM, SUBMERSIBLE PUMP DETAIL Malalud Cauayan Tayasan 5 COLUMN 1 ELEVATION, WATER TANK ELEVATION, COLUMN SECTION PUBLIC FAUCET INSTALLATION Ayungon NEGROS BEAM 1& 2 DETAIL Candoni 6 Bindoy (Payabon) BEAM 1& 2 FRAMING PLAN Sipalay City OCCIDENTAL Negros Occidental 3rd DEO Mabinay 7 FOUNDATION PLAN, C1-F1 DETAIL SLAB 1 & 2 DETAIL, VALVE BOX DETAIL Manjuyod Hinoba-an (Asia) CORNER DETAIL, AIRVENT, 8 Bais City GALVANIZED STEEL LADDER DETAIL, Tanjay City INLET PIPE DETAIL, OVERFLOW PIPE DETAIL, Kalumboyan MANHOLE COVER DEAIL Pamplona Amlan (Ayuquitan) NEGROS 9 PUMP HOUSE San Jose Basay ORIENTAL Sibulan RAFTER TRUSS DETAIL Bayawan City Negros Oriental 2nd DEO (Tulong) Santa Catalina Dumaguete City WALL FOOTING DETAIL Valencia 10 C1-F1 DETAIL (Luzurriaga) SINGLE LINE DIAGRAM Bacong Negros Oriental 3rd DEO SCHEDULE OF LOADS Dauin WATER TANK WALL DETAIL 11 PIPE LAYING (TYPICAL SECTION) Siaton Zamboanguita SUMMARY OF WATER TANK WALL 12 BILLBOARD DETAIL V I C I N I T Y M A P DRAFTED PROJECT NAME AND LOCATION SHEET CONTENTS REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JERSON M. TUTICA REGIONAL OFFICE VI ENGINEERING ASSISTANT CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS INDEX OF SHEET, OCCIDENTAL PREPARED 01 LOCATION JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL MAP,VICINITY MAP 12 ENGINEER II OIC, PLANNING AND DESIGN SECTION OIC, ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER SAN CARLOS CITY, NEGROS OCCIDENTAL MICHAEL JOHN W. GILLESANIA ENGINEER I DATE: DATE: DATE: DATE: LEGEND: SYMBOLS : ABBREVIATIONS : EXISTING PIPE LINE AMSL ABOVE MEAN SEA LEVEL FS FINISHED SURFACE PVC POLYVINYL CHLORIDE PROPOSED PIPE LINE AWL ABOVE WATER LEVEL FH FIRE HYDRANT PP POWER POLE A.R.V. AIR RELEASE VALVE GALS. GALLONS PS PUMPING STATION EXISTING GATE VALVE AV/ARV AIR VACUUM & AIR RELEASE VALVE GV GATE VALVE PSI POUNDS PER SQUARE INCH GENERAL NOTES: PROPOSED GATE VALVE & AND GA. GAUGE PPD POUNDS PER DAY AIR VACUUM & AIR RELEASE VALVE AV/ARV APPROX. APPROXIMATE HP HORSE POWER PRV PRESSURE RELIEF VALVE 1. ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE BOV ASP. PVMT. ASPHALT PAVEMENT H'WAY HIGHWAY P.L. PROPERTY LINE SPECIFIED. BLOW-OFF VALVE AZ. AZIMUTH HWL HIGH WATER LEVEL PROP. PROPOSED BUTTERFLY VALVE BH BORE HOLE HOR. HORIZONTAL RED REDUCER 2. THE MINIMUM COVER FOR ALL PIPES SHALL BE AS FOLLOWS CHECK VALVE BWL BELOW WATER LEVEL INTER. INTERCONNECTION RCBC REINFORCED CONCRETE BOX CULVERT : FH BM BENCH MARK INT. INTERSECTION RCPC REINFORCED CONCRETE PIPE CULVERT PIPE DIAMETER (mm) MINIMUM COVER (mm) FIRE HYDRANT 50-300 760-900 BLK BLOCK I.D. INVERT DEPTH RES RESERVOIR REDUCER BOV BLOW-OFF-VALVE I.E./INV. ELEV. INVERT ELEVATION RPM REVOLUTION PER MINUTE 3. ALL PAVEMENTS DISTURBED DURING THE INSTALLATION OF TEE BW BOTH WAYS Kg KILOGRAM ROW or R/W RIGHT OF WAY PIPES SHALL BE REPAIRED TO MATCH THE EXISTING CONDITION. BC BOX CULVERT KM KILOMETER RD ROAD CROSS TEE 90° BLDG. BUILDING KW KILOWATT SCHED SCHEDULE 4. FOR INSTALLATION OF BURIED PIPES, VALVES, AND OTHER 90° BEND BLLM BUREAU OF LANDS LOCATION MONUMENT LP LAMP POST SHT SHEET RELEVANT CONSTRUCTION DETAILS, SEE STANDARD CIVIL 45° BRGY. BARANGAY LOC LIMIT OF CONTRACT SHLDR SHOULDER DRAWINGS. 45° BEND CW CARRIAGE WAY LLSBI LIMIT OF LUMP SUM BID ITEM SW SIDEWALK 22 1/2° 5. CONCRETE THRUST BLOCKS SHALL BE PROVIDED ON ALL 22 1/2° BEND CIP CAST IRON PIPE LM LINEAR METER SB SIGNBOARD NON-WELDED STEEL PIPELINES JOINTS WHETHER SHOWN CB CATCH BASIN LPS LITERS PER SECOND S SLOPE OR NOT IN ACCORDANCE WITH STANDARD DRAWINGS. 11 1/4° BEND 11 1/4° CEM CEMENT LWL LOW WATER LEVEL SPECS. SPECIFICATIONS THRUST BLOCK MAY BE OMITTED WHEN WELDED STEEL PIPE IS USED AS AN ALTERNATIVE PIPE MATERIAL EXCEPT AS STD STANDARD UNION CEP CONCRETE ELECTRIC POST MH MANHOLE PROVIDED FOR IN STANDARD DRAWINGS. C L CENTER LINE MAX. MAXIMUM STA STATION SLEEVE TYPE COUPLING cm. CENTIMETER MSL MEAN SEA LEVEL STL STEEL 6. PROPOSED PIPE LOCATION INDICATED ON THE PLANS ARE CLR CLEAR MPa MEGA PASCAL ST STREET EXPANSION/FLEXIBLE JOINT APPROXIMATE. SOME DEVIATIONS MAY BE DIRECTED BY COL. COLUMN M, m METER SURF SURFACE THE RESIDENT ENGINEER TO SUIT FIELD CONDITIONS. CONC. CONCRETE CUM CUBIC METER TBM TEMPORARY BENCH MARK DEEPWELL SOURCE DW CDP CONCRETE DRAIN PIPE mm MILLIMETER THK THICK 7. ALIGNMENT OF PROPOSED TRANSMISSION MAINS ON OPEN COR CORNER MIN. MINIMUM PROPOSED RESERVOIR (GROUND CONCRETE) THD THREAD FIELDS OR OUTSIDE WELL-DEFINED ROADWAY SHALL IN CPL'G. COUPLING MISC. MISCELLANEOUS TC TOP COVER GENERAL FOLLOW THE BEARING/AZIMUTH OF THE PIPELINES AS SHOWN IN THE PLANS WHERE CROSS-SECTIONS ARE CORR CORRUGATED NGL NATURAL GROUND LINE TBC TOP OF BOX CULVERT PROPOSED RESERVOIR (ELEVATED STEEL) AVAILABLE. THE PIPE SHALL BE "PULLED JOINT" TO THE CUM. CUBIC METER NRCP NON-REINFORCED CONCRETE PIPE TCE TOP OF CONCRETE ELEVATION INDICATED ALIGNMENT IN THE CROSS-SECTION AND THEN ROAD (CONCRETE/ASPHALT) CYL. CYLINDER NCV NORMALLY CLOSED VALVE TOC TOP OF CURB RETURNED TO THE ORIGINAL ALIGNMENT ESTABLISHED BY THE PIPE BEARING AZIMUTH. ° ' " DEGREES, MINUTES, SECONDS N NORTHING TOH TOP OF HEADER DIRT ROAD D DEPTH NIA NATIONAL IRRIGATION ADMINISTRATION TYP. TYPICAL DET. DETAIL/S NIC NOT IN CONTRACT U.L.S.B.I. UNDER LUMP SUM BID ITEM MOUNTAIN TRAIL 8. PIPE AND PIPE JOINTS MAY BE DEFLECTED WITHIN THE DIA or Ø DIAMETER NTS NOT TO SCALE VER VERTICAL RECOMMENDED DEFLECTION BY PIPE MANUFACTURERS NUMBER SUBJECT TO THE ENGINEER'S APPROVAL. BUREAU OF LANDS LOCATION MONUMENT (BLLM) BLLM DIST. DISTANCE NO. or # WEP WOODEN ELECTRICAL POST DWG. DRAWING O.C. ON CENTER WL WATER LINE PERMANENT BENCH MARK (PBM) PBM DW DRIVEWAY (CONCRETE) O.D. OUTSIDE DIAMETER WS WAITING SHED 9. IN CROSSING CULVERTS IN PIPE-UNDER MANNER, CONCRETE ENCASEMENT SHALL BE PROVIDED WHERE E EASTING PB PLANT BOX W/ WITH FLEXIBLE JOINTS OCCUR OR WHERE CLEARANCE BETWEEN TEMPORARY BENCH MARK (TBM) TBM PVMT. PAVEMENT ELEV. ELEVATION PIPES IS LESS THAN 0.30M. FOR PIPE-OVER MANNER, PNS PHILIPPINE NATIONAL STANDARD ENCASEMENT SHALL LIKEWISE BE PROVIDED IN PORTIONS POWER POLE PP EP ELECTRICAL POST EXIST. EXISTING PL PLATE WHERE PIPE COVER IS LESS THAN THE SPECIFIED. MINIMUM LENGTH OF CONCRETE ENCASEMENT SHALL BE THE FLOW METER M FAB. FABRICATED PE POLYETHYLENE CULVERT WIDTH OR OUTSIDE DIAMETER PLUS 0.30M OR FIG. FIGURE BOTH SIDES. MANHOLE FIN. FINISH BUILDING FFL FINISHED FLOOR LINE 10. THE MINIMUM DESIGN PRESSURE FOR ALL DISTRIBUTION FGL FINISHED GRADE LINE AND TRANSMISSION PIPELINES SHALL BE 10 psi. RCP, CULVERT BRIDGE 11. THE MAXIMUM DESIGN PRESSURE FOR ALL TRANSMISSION MAINS AND DISTRIBUTION PIPELINES SHALL BE 100 psi. RIVER or CREEK CEP CONCRETE ELECTRICAL POST WOODEN HOUSES W FENCE (CHAIN LINK, BARBED WIRE, 12. ALL PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE EMBANKMENT CONCRETE HOUSES C OR ANY OTHER WIRE FENCE, MASONRY) IN ACCORDANCE WITH STANDARD DRAWINGS. GATE WATER COURSE AND FLOW DIRECTION WATER LEVEL TREES / BAMBOO 14. UNLESS OTHERWISE SHOWN OR SPECIFIED, WHENEVER A PROPERTY LINE DIAMETER Ø PROPOSED PIPE HAS TO CROSS A CULVERT (PIPE OR BOX CELL SITE CULVERT), SUCH CULVERT CROSSING SHALL BE INCLUDED CONTOUR LINE 14.00 PERCENTAGE % COCONUT TREE IN THE UNIT BID PRICES FOR THE PIPE. 14.00M GUARD RAIL SPOT ELEVATION (FGL) PLANT BOX CONCRETE DRIVEWAY/CONCRETE SIDEWALK CENTER LINE OF ROADWAY ARC BOUNDARY RIGHT-OF-WAY CONSTRUCTION KILOMETER POST LIGHTPOST/ STEET POST LP SP SIGN POST END PLUG CAP (FOR FUTURE CONNECTION) WOODEN ELECTRIC POST WEP DRAFTED PROJECT NAME AND LOCATION SHEET CONTENTS REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO. REPUBLIC OF THE PHILPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS JERSON M. TUTICA REGIONAL OFFICE VI LEGEND, SYMBOLS, ENGINEERING ASSISTANT CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS OCCIDENTAL ABBREVIATIONS, PREPARED 02 GENERAL NOTES JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL 12 ENGINEER II OIC, PLANNING AND DESIGN SECTION OIC, ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER SAN CARLOS CITY, NEGROS OCCIDENTAL MICHAEL JOHN W. GILLESANIA ENGINEER I DATE: DATE: DATE: DATE: N W E S 1 "Ø HDPE 1"Ø HDPE 1 "Ø HDPE LEGEND: TANK 1 "Ø HDPE FAUCET 1 "Ø HDPE 1 "Ø HDPE P 2 "Ø HDPE 2" Ø HDPE PIPE LINE (L=75m) SOURCE ( FROM PUMP TO TANK ) 1" Ø HDPE PIPE LINE (L=866m) PUMP GATE VALVE LAY-OUT PLAN SCALE: 1:12000m DRAFTED PROJECT NAME AND LOCATION SHEET CONTENTS REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO.
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