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

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

W E

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

50 mmØ ELBOW CHECK VALVE

WELL SEAL & CAP

CONCRETE PEDESTAL FIN. FLOOR LINE OF PUMP HOUSE 200 200 100

2"Ø HDPE 100 SUPPLY PIPE LINE FLOAT SWITCH AIR VENT CABLE WIRE TIRE

EL. 9.725

TOB

SUBMERSIBLE WIRE (SIZE TO BE DETERMINE BASED MAX. EL=9.10 ON PUMP MANUFACTURER

CEMENT GROUT

MIN.. EL=8.40

2"Ø HDPE OVERFLOW PIPE LINE 100mmØ PIPE CASING (SCH. 40) 13000 50mmØ DROP PIPE (SCH. 40)

1% SLOPE 1% SLOPE 14000

MOTOR CONTROL PANEL SAFETY SWITCH/ PANEL BOARD 20000 2"Ø HDPE PIPE 200mmØ BOREHOLE

3 4" WELL GRADED GRAVEL

2"Ø HDPE DRAIN PIPE

GV CHECK VALVE, 50mmØ

DRAINAGE FLOW METER GV 2"Ø GV

NGL. EL=1.80 7000 HARD LAYER 4" BOREHOLE SUBMERSIBLE PUMP Q = 90 LIT/MIN. SUNCTION PIPE TDH = 90 m. POWER OUTPUT = 4hp (3 kh) DROP PIPE 1 "ØHDPE DISTRIBUTION LINE AQUIFER 6000

VALVE BOX SEE SUBMERSIBLE PUMP DETAIL SUBMERSIBLE PERPORATED G.I. PIPE AQUIFER SCHEMATIC DIAGRAM

SCALE:1:40 END PLUG SUBMERSIBLE PUMP DETAIL NOT TO SCALE

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 SCHEMATIC DIAGRAM OCCIDENTAL PREPARED 04 SUBMERSIBLE PUMP DETAIL 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: S7-10mm Ø-@200 S7-10mm Ø-@100 S7-10mm Ø-@100 S7-10mm Ø-@200 S7-10mm Ø-@100 S7-10mm Ø-@100

S5-10mm Ø-@200 S6-12mm Ø-@100 S6-12mm Ø-@100 ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS MARK NOS. DIA. SHAPE LENGTH (MM) A B C D E R C1 B1 4 25 A 5715 300 5473 75 EL. 9.725 950 375 B B2 4 25 A 4990 300 4748 75 TOB B B B1 B1 B1 B1 B3 B3 B3 4 25 D E C A 1495 300 375 153 25 725 75 B2 B2 B4 D B 125 700 125 B4 4 25 E C A 2220 300 1100 153 25 725 75 300 S5 9 10 A B 1440 300 300 30 B2 B2 B2 B2 B4 B4 S6 41 12 A B 1585 300 300 36 8-#25 8-#25 8-#25 S7 102 10 A 460 300 30 B2 B2 B4 B1 B1 B1 B1 B3 B3 SUMMARY : C4

BAR DIA 10 12 25 TOTAL 3 SECTION 3-3 4 SECTION 4-4 4 SECTION 4-4 LGT (M) 61 66 58 185 - (SCALE 1:25) - (SCALE 1:25) - (SCALE 1:25) WT (KG) 38 59 224 321 VC(CU.M) 0.95

VARIABLE 200 600 EL. 6.100 EL. 6.100 TOB TOC 3 350 156

5 5 500 EL. 4.100 8-#25 1200

TOB @100 C/C EL. 4.100

TOC uPVC TO GIP ADAPTER 4 WATER METER 150 13mmØ GI SPOOL PIECE S6-31-12mm Ø TIES + S7-62-10mm

13mmØ BRONZE FAUCET

4 4 8-#25 PLAN

VARIABLE 200 600

300 13mmØ GI SPOOL PIECE 13mmØ BRONZE FAUCET EL. 1.800 NG 300 13mmØ X90° GI ELBOW 3700 @100 C/C @200 C/C 3 3 WATER METER 550 S6-10-12mm Ø TIES + S7-20-10mm S5-9-10mm Ø TIES + S7-18-10mm 450 700 S5-1-10mm Ø TIES+S7-2-10mm TIES@200 C/C EL. 0 50

BOF

EL. 0 250 GRAVEL BEDDING GRAVEL BEDDING BOF

uPVC TO GIP ADAPTER 1600 1600 SECTION PUBLIC FAUCET 1 ELEVATION OF COLUMN C1 INSTALLATION WATER TANK ELEVATION - (SCALE 1:50) SCALE:1:50 (DOUBLE TYPE FAUCET) SCALE: 1:20m 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 COLUMN 1 ELEVATION ENGINEERING ASSISTANT CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS OCCIDENTAL WATER TANK ELEVATION PREPARED 05 COLUMN SECTION JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL 12 PUBLIC FAUCET INSTALLATION 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: A B

3050 400 2650 400 ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS MARK NOS. DIA. SHAPE LENGTH ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS (MM) A B C D E R MARK NOS. DIA. SHAPE LENGTH B (MM) A B C D E R B1 T1 2 25 A C 4565 691 3305 691 75 B B T1 3 25 5485 1152 3305 1152 75 B2 A C T2 2 25 A 1835 768 1128 75

B A E D B 1 400 B2 3 25 5655 888 460 3205 460 888 75 C T3 2 25 A 1835 768 1128 75 A B2 S3 34 10 B 1860 260 510 30 B4 2 25 A C 4980 948 3205 948 75 B F4 4 12 A 3000 3000 B5 2 25 A 2065 1048 1078 75 B

B6 2 25 A 2065 1048 1078 75 SUMMARY : B2 B A BAR DIA 10 12 25 TOTAL S7 11 10 B 1260 160 310 30

A LGT (M) 63 12 33 108 S8 8 10 B 1260 160 310 30 B2 B2 2650 3050 A WT (KG) 39 11 127 177 S9 11 10 B 1260 160 310 30

VC (CU.M) 0.56 SB10 2 25 A 180 180

SB11 2 25 A 180 180

B2 SUMMARY : B1

BAR DIA 10 25 TOTAL

2 400 A B LGT (M) 38 35 73 WT (KG) 23 135 158

400 VC (CU.M) 0.27 BEAM 2 FRAMING PLAN 400 1 2 3 SCALE:1:50 350 2650

900 900 3-25 mm Ø BARS

T1-2-25mm Ø BARS T3-2-25mm SFR 4-12 mm Ø BARS 600 T2-2-25mm Ø BARS Ø SB11 A B STP 2L-10 mm Ø STIRRUPS BARS 3-25 mm Ø BARS

3050 400 2650 400 B2 (SCALE 1:40)

B5-2-25mm Ø BARS SB10

B4-2-25mm Ø BARS 1 400 B6-2NOS-T25 A B C1 B1 C1 900 900 1 400 2650 400 S7-11-10mm Ø S8-8-10mm Ø S9-11-10mm Ø STIRRUPS@80 STIRRUPS @120 STIRRUPS@80 C1 C1 T1-3-25 mm Ø BARS F4-4-12 mm Ø BARS 1 2 3

B1 B1 OPEN B1:250x400 3050 2650 (SCALE: H = 1:50 / V = 1:50)

250 250 250

B2-3-25 mm Ø BARS 2-#25 2-#25 2-#25 2-#25 2-#25 50 S3-34-2L-10 mm Ø STIRRUPS 50 @80 C/C C1 B1 C1 STP 2L-#10 STP 2L-#10 STP 2L-#10 400 400 400 2-#25 2-#25

2 400 2-#25 2-#25 2-#25 C1 1 C1

(LOC: 0 TO 900) (LOC: 900 TO 1700) (LOC: 1700 TO 2600) BEAM 1 FRAMING PLAN SECTION 1-1 (B1) B2:350x600 SECTION 2-2 (B1) SECTION 3-3 (B1) (SCALE: H = 1:50 / V = 1:50) SCALE:1:50 (SCALE 1:25) (SCALE 1:25) (SCALE 1:25)

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 OCCIDENTAL BEAM 1& 2 DETAIL PREPARED 06 JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL BEAM 1& 2 FRAMING PLAN 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: 3400 ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS A B 1700 (HALF SHOWING TOP BARS 1700 (HALF SHOWING BOTTOM BARS) MARK NOS. DIA. SHAPE LENGTH (MM) A B C D E R 200 150 S2 B1 38 10 A A 3920 300 3320 30 3050 L/4 B B 2650 T2 20 10 A A 3900 300 3300 30

200 B 400 400 T3 20 10 A 1200 300 900 30

50 B AVERAGE AVERAGE D4 20 10 A 1210 300 910

1 400 T3- 10mmØ @ 300mm CUT BARS O.C.B.W. ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS MARK NOS. DIA. SHAPE LENGTH (MM) A B C D E R 1 1 D4-10mmØ TRIMMING BARS @ 300mm O.C S1 B1 24 12 B A 3451 150 3300 36 B1- 10mmØ BOTTOM 3000 T2 24 12 A 3451 150 3300 36 BARS B

3400 @ 150mm O.C.B.W. 3050 2650 3300

MANHOLE

700 ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS MARK NOS. DIA. SHAPE LENGTH B1-12-12mm Ø BARS @ 300 BW (MM) A B C D E R

FC1 B1 7 16 A C 1555 100 1434 100 48 50 3300 50 B T2-12-12mm Ø BARS @ 300 BW B2 7 16 A C 1555 100 1434 100 48 B 200

2 400 700 PLAN T2- 10mmØ TOP BARS @ 300mm 50 SUMMARY : S2 SUMMARY : S1 3400 O.C.B.W. 3400 SUMMARY : FC1 200 3000 200 BAR DIA 12 TOTAL BAR DIA 12 TOTAL BAR DIA 16 TOTAL

LGT (M) 275 275 LGT (M) 166 166 LGT (M) 22 22

WT (KG) 170 170 WT (KG) 148 148 WT (KG) 34 34 600

VC(CU.M) 2.31 VC(CU.M) 1.83 VC (CU.M) 0.64 SECTION 10mmØ TOP BARS @ 300mm O.C.B.W. W/ 10mmØ CUT BARS @ 300mm 10mmØ BOTTOM BARS S1 DETAIL @ 150mm O.C.B.W. SCALE:1:50m S2 DETAIL SCALE:1:50m LINE A B 1 "Ø GATE VALVE 3050 1600 400

1 C1 1 1 C1 400 1600

FC1 FC1 B1-T16-@300 7-16mmØ BOTHWAYS

EL. 0.000

3050 7-16mmØ BOTHWAYS BOF 250

0 THK PCC B2-T16-@300 FC1 DETAIL 1600 C1 FROM WATER TANK C1 SCALE: 1:40 2 SECTION 1-1 SCALE: 1:40

FC1 FC1 VALVE BOX DETAIL FOUNDATION PLAN SCALE:1:80m SCALE: 1:15m

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 FOUNDATION PLAN ENGINEERING ASSISTANT CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS C1-F1 DETAIL 07 OCCIDENTAL PREPARED SLAB 1 & 2 DETAIL JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL 12 VALVE BOX DETAIL 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: NOTE: GALVANIZED AFTER FABRICATION ALL DIMENSIONS IN MILLIMETERS EXCEPT OTHERWISE SHOWN 400 75 C 100mmØ B.I. PIPE L OF TANK . ADD'L 12mmØ VERT. BARS 10mm STEEL PIPE (CLR) 2-350mmØ x 3mm THK CIRCULAR PLATE COPPER INSECT SCREEN 50x6.35mm STEEL STRAP @ 2.00m O.C.(MAX) ADD'L 12mmØ VERT. BARS 200 12mmØ SS BOLT (TYP OF 4) 180

150 12mmØ @ 300 O.C. ADD'L. HOR BARS WALL

20mmØ STAINLESS STEEL EXPANSION ANCHIRS 50mmx10mm FLAT BAR BRACKET 2-20mmØ ANCHOR BOLTS

100(CLR) @ 150mm O.C.

50mmx10mm FLAT BAR RUNNER 20mmØ PLAIN ROUND BAR @ 300mm 150 200 O.C. PLUG INTO RUNNERS

TOP SLAB PIPE SUPPORT DETAIL NOT TO SCALE CORNER DETAIL GALVANIZED STEEL LADDER DETAIL NOT TO SCALE AIR VENT NOT TO SCALE NOT TO SCALE

950

100 100 950

4-10mmØ BW 500 2 "Ø HDPE PIPE 500 4-10mmØ BW

2 "Ø HDPE OVERFLOW MANHOLE COVER PIPE LINE W/ 10mmØ BARS @ 228mm O.C.B.W

950 175

OVERFLOW PIPE DETAIL INLET PIPE DETAIL SCALE: 1:20m SCALE: 1:20m

MANHOLE COVER DETAIL SCALE: 1:20m

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 CORNER DETAIL, AIRVENT, ENGINEERING ASSISTANT CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS GALVANIZED STEEL LADDER DETAIL, OCCIDENTAL PREPARED 08 INLET PIPE DETAIL, OVERFLOW PIPE DETAIL, JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL 12 MANHOLE COVER DEAIL 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: A B B A 1 2 2 1

PREPAINTED GI. SHEET BENDED ACCESSORIES PREPAINTED LONGSPAN ROOFING ( RIBTYPE) 75mmØ GI. PIPE 50mmØ GI. PIPE FLAT BAR MESH WIRE 1361 TOP OF APEX LINE 1350

TOP OF RB. A

TOP OF RB. B 3204 1950 2800 2350 2550

TOP OF PEDESTAL

FINISH FLOOR LINE P R A A M M R P NATURAL GRADE LINE 200

FRONT ELEVATION REAR ELEVATION RIGHT SIDE ELEVATION LEFT SIDE ELEVATION SCALE: 1:50m. SCALE: 1:50m. SCALE: 1:50m. SCALE: 1:50m.

A B A B A B

3300 3300 3300

750 1800 750 750 1800 750 750 1800 750

ROOF LINE ROOF LINE

C1F1 C1F1 750 750 750 2 WF-1

100mm THK. SLAB ON PUMP FILL 3000 3000 1500 w/ 10mmØ MAT. BARS 1500 1500 WF-1 HOUSE WF-1 @ 400mmOC. BW. 50x 150 C-PURLINS ROOF LINE ROOF LINE ROOF LINE ROOF LINE RAFTER TRUSS RAFTER TRUSS

WF-1 RAFTER TRUSS 1

750 C1F1 C1F1 750 750

R A M P 950

50x 100 C-PURLINS @.723 MOC.

1550

FLOOR PLAN FOUNDATION PLAN ROOF FRAMING PLAN

SCALE: 1:50m. SCALE: 1:50m. SCALE: 1:50m.

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 OCCIDENTAL PREPARED 09 PUMP HOUSE 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: 2-8.00mm² TW PREPAINTED LONGSPAN FOR ROOFING +1-5.50mm² 6 100 x 50 C- PURLINS SERVICE 150 x 50 C- PURLINS 729 50 ENTRANCE

3015 729 UTILITY LINE

729 M 729 638 50 250

750 15 AT, 2P 30 AT, 2P OVERHANG 50mmØ GI. PIPE PUMP/ MOTOR LIGHTING 75mmØ GI. PIPE 1 CONTROL PANEL 2 750

SINGLE LINE WIRING DIAGRAM 1500

RAFTER TRUSS DETAIL 700 SCALE: 1:10m.

4-12mmØ 100mm CHB 250 10mm Ø @600mm EW. 700 600 4-12mmØ FIN. FLOOR LINE

SCHEDULE OF LOADS 200

NGL CIRCUIT DESCRIPTION V.A. AMP. V AT CONDUCTOR F1 C1 LIGHTING 1200 3.15 230 15AT 2-2.00mm² THICKNESS: 200 DEPTH: 800 FROM NGL PUMP/ MOTOR 3-10mmØ W/ 10mmØ 250 C2 3000 7.89 230 30AT 2-3.5mm²

300 TRANSV. @ 300mm OC. CONTROL PANEL

3000

550 I = 4000 + 0.25(3000) 230

150 I = 20.65 A

250 USE 2-8.00mm² TW (GROUND) 40AT, 2P

100 gravel bedding

300 C1 WF-1 4-12mmØ 10MMØ TIES : 5 @ 100MM REST @ 200MM WALL FOOTING DETAIL C1-F1 DETAIL SCALE: 1:15m SCALE: 1:20

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 RAFTER TRUSS DETAIL ENGINEERING ASSISTANT CONSTRUCTION OF WATER SYSTEM BRGY. MAGTICOL, TOBOSO, NEGROS WALL FOOTING DETAIL OCCIDENTAL C1-F1 DETAIL PREPARED 10 SINGLE LINE DIAGRAM JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL 12 SCHEDULE OF LOADS 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: 3400 TO BE EXCAVATED AND 200 3000 200 150 FILLED W/ COMPACTED NATIVE MATERIAL BACKFILL 200 150

F1-12mmØ @ 180mm

B2-12mmØ @ 200mm

3400 3000 HDPE PIPE T4-12mmØ @ 250mm

T3-12mmØ @ 250mm

202 PIPE LAYING (TYPICAL SECTION) PLAN: SCALE:1:15m

F1-12mmØ @ 180mm F1-12mmØ @ 180mm ELEMENT BAR BAR BAR BAR CUTTING DIMENSIONS MARK NOS. DIA. SHAPE LENGTH B2-12mmØ @ 200mm B2-12mmØ @ 200mm (MM) A B C D E R

T4-12mmØ @ 250mm T4-12mmØ @ 250mm W1 F1 69 12 A 4600 600 3685 200 B

T3-12mmØ @ 250mm T3-12mmØ @ 250mm B2 67 12 4185 4185 A

T3 60 12 A A 4472 600 3272 36 B

T4 60 12 A A 4328 600 3128 36 B

SUMMARY OF WATER TANK WALL

BAR DIA 12 TOTAL

LGT (M) 1126 1126

SECTION: WT (KG) 1000 1000

VC(CU.M) 9.44

WATER TANK WALL DETAIL SCALE:1:50

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 WATER TANK WALL DETAIL 11 OCCIDENTAL PREPARED PIPE LAYING (TYPICAL SECTION) JANNA ROSE G. ATIENZA VENGIE C. MORACA JUAN ALFONSO G. JORBINA SR. JAIME SJ. JAVELLANA NEGROS OCCIDENTAL SUB- DEO TOBOSO, NEGROS OCCIDENTAL SUMMARY OF WATER TANK WALL 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: 2440 275 110 2440

TARPAULIN

90 1/2"x4'x8' MARINE PLYWOOD

75 CONSTRUCTION OF (Name of Project and Location) 2" x 2" x 8' COCO LUMBER 140

45 CONTRACTOR : 30

45 DATE STAR TED : CONSTRUCTION (OFName of P 30

45 CO NTRACT COMPLETION DATE :

25 CONTRACTOR :

45 CO NTRACT COST :

30 DATE STARTED : 45

1220 CONST RUCT ION C ONSULTANT : 25 CONTRACT COMPLETION DATE : 45 IMPLEMENTING OFFICE : 25 CONTRACT COST 45 SOURCES OF FUND : IMPLEMENTING OFFICE/CONTACT No. 225

1220 SOURCE OF FUND

45 DEPARTMENT OF PUBLIC WORK S AND HIGHWAYS

20 T ext 2920 or call (02) 165-02 for any concern on this proj ect 15

20 www. dpwh .gov .ph 15 DEPARTMENT OF 95 PUBLIC WO TEXT 2920 or 80 280 www.dpwh 2220 PROJECT SIGN BOARD DETAILS SCALE:1:15m. 2820 1000 600

PROJECT SIGN BOARD ELEVATION

SCALE : 1:15m.