Suspended Pipe DWG Block for AutoCAD

Suspended Pipe DWG Block for AutoCAD

Suspended pipe used for water irrigation supply for mountainous areas

Drawing labels, details, and other text information extracted from the CAD file:

rbc, intake tank, tublay benguet, province of benguet, rba, bte jr., wva, dpf, abraham b. akilit, eng’g operation division, recommending approval, sheet of, dwg. no., bspp, approved:, reviewed:, checked:, submitted, designed, drawn, cordillera administrative region, national irrigation administration, department of agriculture, republic of the philippines, approved, recom, checked, nature of revision, date, rev. no., borromeo p. melchor, regional irrigation manager, babatan, balikatan sagip patubig program, irrigation component, sta. tank no., mm., bakun benguet, province of benguet, bte jr., can, dpf, abraham b. akilit, eng’g operation division, recommending approval, sheet of, dwg. no., charm adb, approved:, reviewed:, submitted:, designed, drawn, cordillera administrative region, national irrigation administration, department of agriculture, republic of the philippines, approved, recom, checked, nature of revision, date, rev. no., borromeo p. melchor, regional irrigation manager, poblacion, cordillera highland agricultural resource, management program, irrigation component, sta., hydraulic elements, elements, units, above, below, avail, actual, avail., actual, net, sq.m., mm., general notes, all dimensions are in meter unless otherwise specified. all concrete structures shall be class ‘a’ mixture unless otherwise specified. all exposed edges of concrete shall be chamfered rounded. lapping of bars shall be for deformed bars for rounded bars. all elevations are in meter. cover for steel shall be mm. for foundation mm. for structures not exposed to earth., over flow pipe, to lateral tanks, mm.f vert. bars spaced m. on center, mm.f hor. bars spaced m. on center, overflow pipe, el., inflow hdpe pipe, section thru, plan, gravel blanket, drainage pipe, outflow hdpe pipe strainer gate valve, mm.f hor. bars spaced m. on center and mm.f vert. bars spaced m. on center, mm. bottom bars spaced on center bothways, hor. bars spaced on center, vert. bars spaced m. on center, hdpe pipe outflow strainer, inflow hdpe pipe, drainage pipe gate valve, drainage pipe gate valve, vert. bars spaced m. on center, hor. bars spaced m. on center, mm. bottom bars spaced on center bothways, mm.f hor. bars spaced m. on center and mm.f vert. bars spaced m. on center, outflow pipe strainer gate valve, drainage pipe gate valve, gravel blanket, section thru, hdpe inflow pipe, overflow pipe, overflow pipe, mm.f hor. bars spaced m. on center, mm.f vert. bars spaced m. on center, el., max. w.s el., cable clip, cable wire, cable guide, gravel blanket, gravel blanket, re bars spaced equally o.c., rebars spaced equally o.c., re bars spaced equally o.c., detail of anchor block, detail of tower footing, see detail ‘a’, see detail ‘c’, see detail ‘b’, tie wire cable hanger spaced o.c., pipe, tie wire cable hanger spaced m. o.c., hdpe pipe, cable wire, sta., tower, anchor block, tower, anchor block, tower, anchor block, detail ‘c’, detail b’, detail ‘a’, section, section, section thru, el., anchor block, rebar, rc tower, el., hdpe pipe, cable clip, tie wire, cable wire, rebars, bottom bars spaced equally o.c. both ways, vert. bars spaced equally o.c. lat. ties spaced rest m. o. c., vert. bars spaced equally lat. ties spaced o.c., bottom bars spaced equally o.c. both ways, sta., el., cable wire, sq.m., net, due to head loss, due to avail, head loss, avail, below, units, elements, above, general notes, all dimensions are in meter unless otherwise specified. all concrete structures shall be class ‘a’ mixture unless otherwise specified. all exposed edges of concrete shall be chamfered rounded. lapping of bars shall be for deformed bars for rounded bars. all elevations are in meter. concrete cover for steel shall be mm.for foundation mm. for structures not exposed to earth., hydraulic elements, vert. bars, lat. ties spaced rest m. o. c., steel base plate, cable clip, cable wire, ngl, lat. ties spaced rest m. o. c., see detail ‘b’, rsb anchor bar, cable wire, el., bottom bars spaced equally o.c. both ways, vert. bars, bottom bars spaced equally o.c. both ways, rsb anchor bar, cable wire, tie wire, cable clip, hdpe pipe sdr, el., rc tower, rebar, anchor block, el., section thru, section, section, detail ‘a’, detail b’, detail ‘c’, anchor block, tower, anchor block, tower, anchor block, tower, sta., cable wire, hdpe pipe sdr, tie wire cable hanger spaced m. o.c., pipe sdr, tie wire cable hanger spaced o.c., see detail ‘b’, see detail ‘c’, see detail ‘a’, detail of column footing, detail of anchor block, gravel blanket, gravel blanket, rsb, max. w.s, proposed suspended pipeline, benguet, province of benguet, t. espique jr., recommending approval, sheet of, dwg. no.: mcip psp, approved:, checked:, cordillera administrative region la benguet, national irrigation administration, republic of the philippines, approved, recom., checked, nature of revision, date, rev. no., l. socalo, regional manager date, masacoco c

Raw text data extracted from CAD file:

RBC _______________ BCISIT-8 INTAKE TANK TUBLAY , BENGUET PROVINCE OF BENGUET RBA _______________ BTE Jr. _____________ WVA _______________ DPF _______________ ABRAHAM B. AKILIT OIC, ENG'G & OPERATION DIVISION RECOMMENDING APPROVAL SHEET 1 OF 1 DWG. No. BSPP APPROVED: REVIEWED: CHECKED: SUBMITTED DESIGNED DRAWN CORDILLERA ADMINISTRATIVE REGION NATIONAL IRRIGATION ADMINISTRATION DEPARTMENT OF AGRICULTURE REPUBLIC OF THE PHILIPPINES APPROVED RECOM CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 BORROMEO P. MELCHOR REGIONAL IRRIGATION MANAGER BABATAN C I S BALIKATAN SAGIP PATUBIG PROGRAM (BSPP) IRRIGATION COMPONENT STA. 00+050 - TANK No. 9 mm. m. L 6 PCIPT-9 T A N K BAKUN , BENGUET PROVINCE OF BENGUET RBA_______________ BTE Jr. _____________ CAN _______________ DPF _______________ ABRAHAM B. AKILIT OIC,MANAGER ENG'G & OPERATION DIVISION RECOMMENDING APPROVAL SHEET 1 OF 5 DWG. No. CHARM - ADB APPROVED: REVIEWED: SUBMITTED: DESIGNED DRAWN CORDILLERA ADMINISTRATIVE REGION NATIONAL IRRIGATION ADMINISTRATION DEPARTMENT OF AGRICULTURE REPUBLIC OF THE PHILIPPINES APPROVED RECOM CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 BORROMEO P. MELCHOR REGIONAL IRRIGATION MANAGER POBLACION C I P CORDILLERA HIGHLAND AGRICULTURAL RESOURCE MANAGEMENT (CHARM) PROGRAM IRRIGATION COMPONENT STA. 00+010 HYDRAULIC ELEMENTS ELEMENTS UNITS ABOVE BELOW cu.m/s Q V A OD WT n AVAIL H ACTUAL H AVAIL. P ACTUAL P NET P m/s sq.m. mm. m/m m. m kg/cm kg/cm GENERAL NOTES 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. 0.00675 4.027 0.00230 63 2.60 0.0068 1.366 0.57 1366 570 796 2.45 0.15 5.50 0.15 0.15 5.50 0.15 0.15 5.50 0.15 0.10 0.20 0.80 0.35 2.00 0.10 2" f OVER FLOW PIPE -136.8511767889746 -136.8511767889746 TO LATERAL TANKS -136.8511767889746 -136.8511767889746 16 mm.f VERT. BARS SPACED @ .30 m. ON CENTER 10 mm.f HOR. BARS SPACED @ .25 m. ON CENTER 2" f OVERFLOW PIPE EL. 16320 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 \A1;1-\S1/2;" f INFLOW HDPE PIPE A A SECTION THRU 'A-A' PLAN GRAVEL BLANKET 2" f DRAINAGE PIPE \A1;1-\S1/2;" f OUTFLOW HDPE PIPE W/ STRAINER & GATE VALVE 10 mm.f HOR. BARS SPACED @ .25 m. ON CENTER and 16 mm.f VERT. BARS SPACED @ .30 m. ON CENTER 16 mm. f BOTTOM BARS SPACED @ 0.30m. ON CENTER BOTHWAYS 10mm. f HOR. BARS SPACED @ 0.25m. ON CENTER 16mm. f VERT. BARS SPACED @ 0.30 m. ON CENTER \A1;1-\S1/2;" f HDPE PIPE OUTFLOW W/ STRAINER \A1;1-\S1/2;" f INFLOW HDPE PIPE 2" f DRAINAGE PIPE W/ GATE VALVE -136.8511767889746 0.15 2.225 1.00 0.175 1.83 0.175 0.175 1.83 0.175 .175 1.83 .175 0.175 0.10 2.40 -15.0 DRAINAGE PIPE W/ GATE VALVE 16mm. f VERT. BARS SPACED @ 0.30 m. ON CENTER 10mm. f HOR. BARS SPACED @ 0.2O m. ON CENTER 16 mm. f BOTTOM BARS SPACED @ 0.30m. ON CENTER BOTHWAYS 10 mm.f HOR. BARS SPACED @ 0.20 m. ON CENTER and 16 mm.f VERT. BARS SPACED @ 0.30 m. ON CENTER OUTFLOW PIPE W/ STRAINER & GATE VALVE DRAINAGE PIPE W/ GATE VALVE GRAVEL BLANKET P L A N SECTION THRU 'A-A' A A HDPE INFLOW PIPE -15.0 OVERFLOW PIPE -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 OVERFLOW PIPE -15.0 10 mm.f HOR. BARS SPACED @ 0.20 m. ON CENTER 16 mm.f VERT. BARS SPACED @ 0.30 m. ON CENTER T O L A T E R A L P I P E S -15.0 -15.0 EL. 1593.00 MAX. W.S = EL. 1522.10 \A1;\S5/8;\H1.429x;" \fSymbol|b0|i0|c2|p18;\H0.8696x;f\fArial|b0|i0|c0|p34; CABLE CLIP \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE CABLE GUIDE A A GRAVEL BLANKET -15.0 45 GRAVEL BLANKET -15.0 3-16mm f RE BARS SPACED EQUALLY O.C. 6-16mm f REBARS SPACED EQUALLY O.C. 6-16mm f REBARS SPACED EQUALLY O.C. 3-16mm f RE BARS SPACED EQUALLY O.C. -15.0 DETAIL OF ANCHOR BLOCK DETAIL OF TOWER FOOTING SEE DETAIL 'A' SEE DETAIL 'C' SEE DETAIL 'B' # 8 TIE WIRE CABLE HANGER SPACED @ 1.0m. O.C. \A1;1-\S1/2;\fArial|b0|i0|c0|p34;\H1.242x;" \fSymbol|b0|i0|c2|p18;f \fArial|b0|i0|c0|p34;HDPE PIPE # 8 TIE WIRE CABLE HANGER SPACED @ 1.0 m. O.C. \A1;1-\H0.7x;\S1/2;\H1.429x;" f HDPE PIPE \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE STA. 00+150 TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK DETAIL 'C' DETAIL ' B' DETAIL 'A' SECTION P L A N SECTION P L A N SECTION THRU 'A-A' P L A N EL. 1521.20 ANCHOR BLOCK 16mm. f REBAR RC TOWER EL.1522 EL. 1522.70 EL. 1521.75 EL. 1520.75 EL. 1521 \A1;1-\S1/2;\fArial|b0|i0|c0|p34;\H1.242x;" HDPE PIPE \A1;\S5/8;\H1.429x;"\fSymbol|b0|i0|c2|p18;\H0.8696x;f\fArial|b0|i0|c0|p34; CABLE CLIP # 8 TIE WIRE \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE 16mm f REBARS 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS 4-16mm f VERT. BARS SPACED EQUALLY O.C. w/ 10mm. f LAT. TIES SPACED 5 @ 0.10, REST @ 0.20 m. O. C. 4-16mm f VERT. BARS SPACED EQUALLY O.C.w/ 10mm f LAT. TIES SPACED @ 0.20 O.C. 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 45 STA. 00+006 EL.1524 EL. 1524.70 EL. 1523 EL. 1522.75 EL. 1523.75 \A1;\S5/8;\H1.429x;"\fSymbol|b0|i0|c2|p18;\H0.8696x;f\fArial|b0|i0|c0|p34; CABLE WIRE 0.80 0.80 0.20 0.20 1.50 0.20 1.0 0.80 0.80 0.80 0.20 0.10 0.10 1350 193.20 650 6.80 2000 200 0.65 .0068 2.0 0.20 0.0068 0.0068 42.60 42.60 0.00143 0.00143 0.84 2.60 0.00065 0.00065 kg/cm kg/cm m m. m/m m. sq.m. m/s NET P P due to Head Loss P due to H Avail HEAD LOSS AVAIL H S n f A V Q cu.m/s BELOW UNITS ELEMENTS ABOVE kg/m GENERAL NOTES 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6. CONCRETE COVER FOR STEEL SHALL BE 75 mm.FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. HYDRAULIC ELEMENTS 0.10 0.10 0.25 0.40 0.40 0.40 0.50 0.20 1.75 0.25 0.25 0.80 0.80 1.00 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED 5 @ 0.10, REST @ 0.20 m. O. C. STEEL BASE PLATE -15.0 3-\S3/8;" f CABLE CLIP \S3/8;" f CABLE WIRE NGL 10mm. f LAT. TIES SPACED 5 @ 0.10, REST @ 0.20 m. O. C. SEE DETAIL 'B' 25mm f RSB ANCHOR BAR \A1;\S3/8;\H2.041x;"\fSymbol|b0|i0|c2|p18;\H0.8699x;f\fArial|b0|i0|c0|p34; CABLE WIRE EL. 1207.62 EL. 1207.42 EL. 1209.42 EL.1208.62 STA.00+720 45 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS 4-16mm f VERT. BARS 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS 25mm f RSB ANCHOR BAR \A1;\S3/8;\H2.041x;"\fArial|b0|i0|c0|p34;\H0.8702x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE # 8 TIE WIRE \A1;\S3/8;\H2.041x;"\fSymbol|b0|i0|c2|p18;\H0.8699x;f\fArial|b0|i0|c0|p34; CABLE CLIP 4\H0.8694x;" HDPE PIPE SDR 11 EL. 1207.00 EL. 1207.20 EL. 1209.00 EL.1208.01 RC TOWER 25mm. f REBAR ANCHOR BLOCK EL. 1203.00 P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' DETAIL ' B' DETAIL 'C' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. 00+738 \S3/8;\H2.041x;"\fSymbol|b0|i0|c2|p18;\H0.8699x;f\fArial|b0|i0|c0|p34; CABLE WIRE \S3/8;\H2.041x;"\fArial|b0|i0|c0|p34;\H0.8699x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE 4" f HDPE PIPE SDR 11 # 8 TIE WIRE CABLE HANGER SPACED @ 1.0 m. O.C. 4\H0.8694x;" \fSymbol|b0|i0|c2|p18;f \fArial|b0|i0|c0|p34;HDPE PIPE SDR 11 # 8 TIE WIRE CABLE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK -15.0 -15.0 GRAVEL BLANKET 45 -15.0 GRAVEL BLANKET A A 25mm f RSB MAX. W.S = EL.1205.20 1.00 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 0.20 0.10 0.10 1.00 1.00 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 0.20 0.10 0.10 1.00 PROPOSED SUSPENDED PIPELINE MASACOCO, KAPANGAN, BENGUET PROVINCE OF BENGUET \LBENITO T. ESPIQUE Jr. RECOMMENDING APPROVAL SHEET 1 OF \L1 DWG. No.: MCIP - PSP APPROVED: CHECKED: CORDILLERA ADMINISTRATIVE REGION WANGAL, LA TRINIDAD, BENGUET NATIONAL IRRIGATION ADMINISTRATION REPUBLIC OF THE PHILIPPINES APPROVED RECOM. CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 \LJOHN L. SOCALO REGIONAL MANAGER A DATE MASACOCO CIP 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. 1.00 NGL 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. SEE DETAIL 'B' 16 mm f RSB ANCHOR BAR STA. = 01 + 200 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 16mm f BOTTOM BARS SPACED @ 0.20 m. O.C. BOTH WAYS 4-16mm f VERT. BARS 16mm f BOTTOM BARS SPACED @ 0.20 m O.C. BOTH WAYS 16mm f RSB ANCHOR BAR \A1;# 6 TIE WIRE # 14 TIE WIRE 1" f HDPE, SDR 13.5 P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. = 01 + 500 \A1;# 6 TIE WIRE # 14 TIE WIRE HANGER SPACED @ 1.0 m. O.C. # 14 TIE WIRE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK 0.20 0.10 GRAVEL BLANKET 0.10 GRAVEL BLANKET A A 1" F HDPE Pipe SDR 13.5 1.00 NOT DRAWN TO SCALE MANAGER, ENGINEERING & OPERATIONS DIVISION DATE 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. GENERAL NOTES ELEVATION VARIES 16mm f BOTTOM BARS SPACED @ 0.10 m O.C. BOTH WAYS SIP FUND - CY 2014 DCA _____________ LCC _______________ PREPARED : 1" F HDPE Pipe SDR 13.5 ELEV. = VARIES STA 01+200 - STA 01+500 REVIEWED: BGG _______________ \A1;# 6 TIE WIRE DEPARTMENT OF AGRICULTURE ELEV. = VARIES PROPOSED SUSPENDED PIPELINE MASACOCO, KAPANGAN, BENGUET PROVINCE OF BENGUET \LBENITO T. ESPIQUE Jr. RECOMMENDING APPROVAL SHEET 1 OF \L1 DWG. No.: MCIP - PSP APPROVED: CHECKED: CORDILLERA ADMINISTRATIVE REGION WANGAL, LA TRINIDAD, BENGUET NATIONAL IRRIGATION ADMINISTRATION REPUBLIC OF THE PHILIPPINES APPROVED RECOM. CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 \LJOHN L. SOCALO REGIONAL MANAGER A DATE MASACOCO CIP 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. 1.00 NGL 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. SEE DETAIL 'B' 16 mm f RSB ANCHOR BAR STA. = 03 + 500 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 16mm f BOTTOM BARS SPACED @ 0.20 m. O.C. BOTH WAYS 4-16mm f VERT. BARS 16mm f BOTTOM BARS SPACED @ 0.20 m O.C. BOTH WAYS 16mm f RSB ANCHOR BAR \A1;# 6 TIE WIRE # 14 TIE WIRE 1" f HDPE, SDR 13.5 P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. = 04 + 000 \A1;# 6 TIE WIRE # 14 TIE WIRE HANGER SPACED @ 1.0 m. O.C. # 14 TIE WIRE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK 0.20 0.10 GRAVEL BLANKET 0.10 GRAVEL BLANKET A A 1" F HDPE Pipe SDR 13.5 1.00 NOT DRAWN TO SCALE MANAGER, ENGINEERING & OPERATIONS DIVISION DATE 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. GENERAL NOTES ELEVATION VARIES 16mm f BOTTOM BARS SPACED @ 0.10 m O.C. BOTH WAYS SIP FUND - CY 2014 DCA _____________ LCC _______________ PREPARED : 1" F HDPE Pipe SDR 13.5 ELEV. = VARIES STA 03+500 - STA 04+000 REVIEWED: BGG _______________ \A1;# 6 TIE WIRE DEPARTMENT OF AGRICULTURE ELEV. = VARIES 0.30 0.30 2.20 0.30 0.80 0.80 0.80 0.80 0.30 0.10 0.10 1.00 1.00 1.0 1.0 45 m 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. 1.00 NGL 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. SEE DETAIL 'B' 2-16 mm f RSB ANCHOR BAR STA. 00 + 230 1.0 1.0 0.30 0.30 2.20 0.30 0.80 0.80 0.80 0.80 5-16mm f BOTTOM BARS SPACED @ 0.20 m. O.C. BOTH WAYS 4-16mm f VERT. BARS 5-16mm f BOTTOM BARS SPACED @ 0.20 m O.C. BOTH WAYS 2-16mm f RSB ANCHOR BAR # 10 TIE WIRE RC TOWER 2-16mm. f REBAR ANCHOR BLOCK P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' DETAIL ' B' DETAIL 'C' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. 00 + 275 \A1;\S3/8;" F CABLE WIRE # 10 TIE WIRE HANGER SPACED @ 1.0 m. O.C. # 10 TIE WIRE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK 0.30 0.10 GRAVEL BLANKET 0.10 GRAVEL BLANKET A A 16mm f RSB \A1;2" F HDPE Pipe SDR 17 1.00 NOT DRAWN TO SCALE 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. GENERAL NOTES 2 " f GI PIPE ELEVATION VARIES 5-16mm f BOTTOM BARS SPACED @ 0.10 m O.C. BOTH WAYS ELEV. VARIES ELEV. VARIES 45 m \A1;\S3/8;" F CABLE WIRE \A1;2" F HDPE Pipe SDR 17 \A1;\S3/8;" F CABLE WIRE \A1;\S3/8;" F CABLE WIRE \A1;\S3/8;" F CABLE CLIP \A1;\S3/8;" F CABLE WIRE \A1;2" F HDPE Pipe SDR 17

Drawing labels, details, and other text information extracted from the CAD file:

rbc, intake tank, tublay benguet, province of benguet, rba, bte jr., wva, dpf, abraham b. akilit, eng’g operation division, recommending approval, sheet of, dwg. no., bspp, approved:, reviewed:, checked:, submitted, designed, drawn, cordillera administrative region, national irrigation administration, department of agriculture, republic of the philippines, approved, recom, checked, nature of revision, date, rev. no., borromeo p. melchor, regional irrigation manager, babatan, balikatan sagip patubig program, irrigation component, sta. tank no., mm., bakun benguet, province of benguet, bte jr., can, dpf, abraham b. akilit, eng’g operation division, recommending approval, sheet of, dwg. no., charm adb, approved:, reviewed:, submitted:, designed, drawn, cordillera administrative region, national irrigation administration, department of agriculture, republic of the philippines, approved, recom, checked, nature of revision, date, rev. no., borromeo p. melchor, regional irrigation manager, poblacion, cordillera highland agricultural resource, management program, irrigation component, sta., hydraulic elements, elements, units, above, below, avail, actual, avail., actual, net, sq.m., mm., general notes, all dimensions are in meter unless otherwise specified. all concrete structures shall be class ‘a’ mixture unless otherwise specified. all exposed edges of concrete shall be chamfered rounded. lapping of bars shall be for deformed bars for rounded bars. all elevations are in meter. cover for steel shall be mm. for foundation mm. for structures not exposed to earth., over flow pipe, to lateral tanks, mm.f vert. bars spaced m. on center, mm.f hor. bars spaced m. on center, overflow pipe, el., inflow hdpe pipe, section thru, plan, gravel blanket, drainage pipe, outflow hdpe pipe strainer gate valve, mm.f hor. bars spaced m. on center and mm.f vert. bars spaced m. on center, mm. bottom bars spaced on center bothways, hor. bars spaced on center, vert. bars spaced m. on center, hdpe pipe outflow strainer, inflow hdpe pipe, drainage pipe gate valve, drainage pipe gate valve, vert. bars spaced m. on center, hor. bars spaced m. on center, mm. bottom bars spaced on center bothways, mm.f hor. bars spaced m. on center and mm.f vert. bars spaced m. on center, outflow pipe strainer gate valve, drainage pipe gate valve, gravel blanket, section thru, hdpe inflow pipe, overflow pipe, overflow pipe, mm.f hor. bars spaced m. on center, mm.f vert. bars spaced m. on center, el., max. w.s el., cable clip, cable wire, cable guide, gravel blanket, gravel blanket, re bars spaced equally o.c., rebars spaced equally o.c., re bars spaced equally o.c., detail of anchor block, detail of tower footing, see detail ‘a’, see detail ‘c’, see detail ‘b’, tie wire cable hanger spaced o.c., pipe, tie wire cable hanger spaced m. o.c., hdpe pipe, cable wire, sta., tower, anchor block, tower, anchor block, tower, anchor block, detail ‘c’, detail b’, detail ‘a’, section, section, section thru, el., anchor block, rebar, rc tower, el., hdpe pipe, cable clip, tie wire, cable wire, rebars, bottom bars spaced equally o.c. both ways, vert. bars spaced equally o.c. lat. ties spaced rest m. o. c., vert. bars spaced equally lat. ties spaced o.c., bottom bars spaced equally o.c. both ways, sta., el., cable wire, sq.m., net, due to head loss, due to avail, head loss, avail, below, units, elements, above, general notes, all dimensions are in meter unless otherwise specified. all concrete structures shall be class ‘a’ mixture unless otherwise specified. all exposed edges of concrete shall be chamfered rounded. lapping of bars shall be for deformed bars for rounded bars. all elevations are in meter. concrete cover for steel shall be mm.for foundation mm. for structures not exposed to earth., hydraulic elements, vert. bars, lat. ties spaced rest m. o. c., steel base plate, cable clip, cable wire, ngl, lat. ties spaced rest m. o. c., see detail ‘b’, rsb anchor bar, cable wire, el., bottom bars spaced equally o.c. both ways, vert. bars, bottom bars spaced equally o.c. both ways, rsb anchor bar, cable wire, tie wire, cable clip, hdpe pipe sdr, el., rc tower, rebar, anchor block, el., section thru, section, section, detail ‘a’, detail b’, detail ‘c’, anchor block, tower, anchor block, tower, anchor block, tower, sta., cable wire, hdpe pipe sdr, tie wire cable hanger spaced m. o.c., pipe sdr, tie wire cable hanger spaced o.c., see detail ‘b’, see detail ‘c’, see detail ‘a’, detail of column footing, detail of anchor block, gravel blanket, gravel blanket, rsb, max. w.s, proposed suspended pipeline, benguet, province of benguet, t. espique jr., recommending approval, sheet of, dwg. no.: mcip psp, approved:, checked:, cordillera administrative region la benguet, national irrigation administration, republic of the philippines, approved, recom., checked, nature of revision, date, rev. no., l. socalo, regional manager date, masacoco c

Raw text data extracted from CAD file:

RBC _______________ BCISIT-8 INTAKE TANK TUBLAY , BENGUET PROVINCE OF BENGUET RBA _______________ BTE Jr. _____________ WVA _______________ DPF _______________ ABRAHAM B. AKILIT OIC, ENG'G & OPERATION DIVISION RECOMMENDING APPROVAL SHEET 1 OF 1 DWG. No. BSPP APPROVED: REVIEWED: CHECKED: SUBMITTED DESIGNED DRAWN CORDILLERA ADMINISTRATIVE REGION NATIONAL IRRIGATION ADMINISTRATION DEPARTMENT OF AGRICULTURE REPUBLIC OF THE PHILIPPINES APPROVED RECOM CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 BORROMEO P. MELCHOR REGIONAL IRRIGATION MANAGER BABATAN C I S BALIKATAN SAGIP PATUBIG PROGRAM (BSPP) IRRIGATION COMPONENT STA. 00+050 - TANK No. 9 mm. m. L 6 PCIPT-9 T A N K BAKUN , BENGUET PROVINCE OF BENGUET RBA_______________ BTE Jr. _____________ CAN _______________ DPF _______________ ABRAHAM B. AKILIT OIC,MANAGER ENG'G & OPERATION DIVISION RECOMMENDING APPROVAL SHEET 1 OF 5 DWG. No. CHARM - ADB APPROVED: REVIEWED: SUBMITTED: DESIGNED DRAWN CORDILLERA ADMINISTRATIVE REGION NATIONAL IRRIGATION ADMINISTRATION DEPARTMENT OF AGRICULTURE REPUBLIC OF THE PHILIPPINES APPROVED RECOM CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 BORROMEO P. MELCHOR REGIONAL IRRIGATION MANAGER POBLACION C I P CORDILLERA HIGHLAND AGRICULTURAL RESOURCE MANAGEMENT (CHARM) PROGRAM IRRIGATION COMPONENT STA. 00+010 HYDRAULIC ELEMENTS ELEMENTS UNITS ABOVE BELOW cu.m/s Q V A OD WT n AVAIL H ACTUAL H AVAIL. P ACTUAL P NET P m/s sq.m. mm. m/m m. m kg/cm kg/cm GENERAL NOTES 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. 0.00675 4.027 0.00230 63 2.60 0.0068 1.366 0.57 1366 570 796 2.45 0.15 5.50 0.15 0.15 5.50 0.15 0.15 5.50 0.15 0.10 0.20 0.80 0.35 2.00 0.10 2" f OVER FLOW PIPE -136.8511767889746 -136.8511767889746 TO LATERAL TANKS -136.8511767889746 -136.8511767889746 16 mm.f VERT. BARS SPACED @ .30 m. ON CENTER 10 mm.f HOR. BARS SPACED @ .25 m. ON CENTER 2" f OVERFLOW PIPE EL. 16320 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 -136.8511767889746 \A1;1-\S1/2;" f INFLOW HDPE PIPE A A SECTION THRU 'A-A' PLAN GRAVEL BLANKET 2" f DRAINAGE PIPE \A1;1-\S1/2;" f OUTFLOW HDPE PIPE W/ STRAINER & GATE VALVE 10 mm.f HOR. BARS SPACED @ .25 m. ON CENTER and 16 mm.f VERT. BARS SPACED @ .30 m. ON CENTER 16 mm. f BOTTOM BARS SPACED @ 0.30m. ON CENTER BOTHWAYS 10mm. f HOR. BARS SPACED @ 0.25m. ON CENTER 16mm. f VERT. BARS SPACED @ 0.30 m. ON CENTER \A1;1-\S1/2;" f HDPE PIPE OUTFLOW W/ STRAINER \A1;1-\S1/2;" f INFLOW HDPE PIPE 2" f DRAINAGE PIPE W/ GATE VALVE -136.8511767889746 0.15 2.225 1.00 0.175 1.83 0.175 0.175 1.83 0.175 .175 1.83 .175 0.175 0.10 2.40 -15.0 DRAINAGE PIPE W/ GATE VALVE 16mm. f VERT. BARS SPACED @ 0.30 m. ON CENTER 10mm. f HOR. BARS SPACED @ 0.2O m. ON CENTER 16 mm. f BOTTOM BARS SPACED @ 0.30m. ON CENTER BOTHWAYS 10 mm.f HOR. BARS SPACED @ 0.20 m. ON CENTER and 16 mm.f VERT. BARS SPACED @ 0.30 m. ON CENTER OUTFLOW PIPE W/ STRAINER & GATE VALVE DRAINAGE PIPE W/ GATE VALVE GRAVEL BLANKET P L A N SECTION THRU 'A-A' A A HDPE INFLOW PIPE -15.0 OVERFLOW PIPE -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 OVERFLOW PIPE -15.0 10 mm.f HOR. BARS SPACED @ 0.20 m. ON CENTER 16 mm.f VERT. BARS SPACED @ 0.30 m. ON CENTER T O L A T E R A L P I P E S -15.0 -15.0 EL. 1593.00 MAX. W.S = EL. 1522.10 \A1;\S5/8;\H1.429x;" \fSymbol|b0|i0|c2|p18;\H0.8696x;f\fArial|b0|i0|c0|p34; CABLE CLIP \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE CABLE GUIDE A A GRAVEL BLANKET -15.0 45 GRAVEL BLANKET -15.0 3-16mm f RE BARS SPACED EQUALLY O.C. 6-16mm f REBARS SPACED EQUALLY O.C. 6-16mm f REBARS SPACED EQUALLY O.C. 3-16mm f RE BARS SPACED EQUALLY O.C. -15.0 DETAIL OF ANCHOR BLOCK DETAIL OF TOWER FOOTING SEE DETAIL 'A' SEE DETAIL 'C' SEE DETAIL 'B' # 8 TIE WIRE CABLE HANGER SPACED @ 1.0m. O.C. \A1;1-\S1/2;\fArial|b0|i0|c0|p34;\H1.242x;" \fSymbol|b0|i0|c2|p18;f \fArial|b0|i0|c0|p34;HDPE PIPE # 8 TIE WIRE CABLE HANGER SPACED @ 1.0 m. O.C. \A1;1-\H0.7x;\S1/2;\H1.429x;" f HDPE PIPE \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE STA. 00+150 TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK DETAIL 'C' DETAIL ' B' DETAIL 'A' SECTION P L A N SECTION P L A N SECTION THRU 'A-A' P L A N EL. 1521.20 ANCHOR BLOCK 16mm. f REBAR RC TOWER EL.1522 EL. 1522.70 EL. 1521.75 EL. 1520.75 EL. 1521 \A1;1-\S1/2;\fArial|b0|i0|c0|p34;\H1.242x;" HDPE PIPE \A1;\S5/8;\H1.429x;"\fSymbol|b0|i0|c2|p18;\H0.8696x;f\fArial|b0|i0|c0|p34; CABLE CLIP # 8 TIE WIRE \A1;\S5/8;\H1.429x;"\fArial|b0|i0|c0|p34;\H0.8696x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE 16mm f REBARS 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS 4-16mm f VERT. BARS SPACED EQUALLY O.C. w/ 10mm. f LAT. TIES SPACED 5 @ 0.10, REST @ 0.20 m. O. C. 4-16mm f VERT. BARS SPACED EQUALLY O.C.w/ 10mm f LAT. TIES SPACED @ 0.20 O.C. 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 45 STA. 00+006 EL.1524 EL. 1524.70 EL. 1523 EL. 1522.75 EL. 1523.75 \A1;\S5/8;\H1.429x;"\fSymbol|b0|i0|c2|p18;\H0.8696x;f\fArial|b0|i0|c0|p34; CABLE WIRE 0.80 0.80 0.20 0.20 1.50 0.20 1.0 0.80 0.80 0.80 0.20 0.10 0.10 1350 193.20 650 6.80 2000 200 0.65 .0068 2.0 0.20 0.0068 0.0068 42.60 42.60 0.00143 0.00143 0.84 2.60 0.00065 0.00065 kg/cm kg/cm m m. m/m m. sq.m. m/s NET P P due to Head Loss P due to H Avail HEAD LOSS AVAIL H S n f A V Q cu.m/s BELOW UNITS ELEMENTS ABOVE kg/m GENERAL NOTES 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6. CONCRETE COVER FOR STEEL SHALL BE 75 mm.FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. HYDRAULIC ELEMENTS 0.10 0.10 0.25 0.40 0.40 0.40 0.50 0.20 1.75 0.25 0.25 0.80 0.80 1.00 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED 5 @ 0.10, REST @ 0.20 m. O. C. STEEL BASE PLATE -15.0 3-\S3/8;" f CABLE CLIP \S3/8;" f CABLE WIRE NGL 10mm. f LAT. TIES SPACED 5 @ 0.10, REST @ 0.20 m. O. C. SEE DETAIL 'B' 25mm f RSB ANCHOR BAR \A1;\S3/8;\H2.041x;"\fSymbol|b0|i0|c2|p18;\H0.8699x;f\fArial|b0|i0|c0|p34; CABLE WIRE EL. 1207.62 EL. 1207.42 EL. 1209.42 EL.1208.62 STA.00+720 45 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS 4-16mm f VERT. BARS 4-16mm f BOTTOM BARS SPACED EQUALLY O.C. BOTH WAYS 25mm f RSB ANCHOR BAR \A1;\S3/8;\H2.041x;"\fArial|b0|i0|c0|p34;\H0.8702x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE # 8 TIE WIRE \A1;\S3/8;\H2.041x;"\fSymbol|b0|i0|c2|p18;\H0.8699x;f\fArial|b0|i0|c0|p34; CABLE CLIP 4\H0.8694x;" HDPE PIPE SDR 11 EL. 1207.00 EL. 1207.20 EL. 1209.00 EL.1208.01 RC TOWER 25mm. f REBAR ANCHOR BLOCK EL. 1203.00 P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' DETAIL ' B' DETAIL 'C' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. 00+738 \S3/8;\H2.041x;"\fSymbol|b0|i0|c2|p18;\H0.8699x;f\fArial|b0|i0|c0|p34; CABLE WIRE \S3/8;\H2.041x;"\fArial|b0|i0|c0|p34;\H0.8699x; \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; CABLE WIRE 4" f HDPE PIPE SDR 11 # 8 TIE WIRE CABLE HANGER SPACED @ 1.0 m. O.C. 4\H0.8694x;" \fSymbol|b0|i0|c2|p18;f \fArial|b0|i0|c0|p34;HDPE PIPE SDR 11 # 8 TIE WIRE CABLE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK -15.0 -15.0 GRAVEL BLANKET 45 -15.0 GRAVEL BLANKET A A 25mm f RSB MAX. W.S = EL.1205.20 1.00 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 0.20 0.10 0.10 1.00 1.00 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 0.20 0.10 0.10 1.00 PROPOSED SUSPENDED PIPELINE MASACOCO, KAPANGAN, BENGUET PROVINCE OF BENGUET \LBENITO T. ESPIQUE Jr. RECOMMENDING APPROVAL SHEET 1 OF \L1 DWG. No.: MCIP - PSP APPROVED: CHECKED: CORDILLERA ADMINISTRATIVE REGION WANGAL, LA TRINIDAD, BENGUET NATIONAL IRRIGATION ADMINISTRATION REPUBLIC OF THE PHILIPPINES APPROVED RECOM. CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 \LJOHN L. SOCALO REGIONAL MANAGER A DATE MASACOCO CIP 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. 1.00 NGL 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. SEE DETAIL 'B' 16 mm f RSB ANCHOR BAR STA. = 01 + 200 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 16mm f BOTTOM BARS SPACED @ 0.20 m. O.C. BOTH WAYS 4-16mm f VERT. BARS 16mm f BOTTOM BARS SPACED @ 0.20 m O.C. BOTH WAYS 16mm f RSB ANCHOR BAR \A1;# 6 TIE WIRE # 14 TIE WIRE 1" f HDPE, SDR 13.5 P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. = 01 + 500 \A1;# 6 TIE WIRE # 14 TIE WIRE HANGER SPACED @ 1.0 m. O.C. # 14 TIE WIRE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK 0.20 0.10 GRAVEL BLANKET 0.10 GRAVEL BLANKET A A 1" F HDPE Pipe SDR 13.5 1.00 NOT DRAWN TO SCALE MANAGER, ENGINEERING & OPERATIONS DIVISION DATE 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. GENERAL NOTES ELEVATION VARIES 16mm f BOTTOM BARS SPACED @ 0.10 m O.C. BOTH WAYS SIP FUND - CY 2014 DCA _____________ LCC _______________ PREPARED : 1" F HDPE Pipe SDR 13.5 ELEV. = VARIES STA 01+200 - STA 01+500 REVIEWED: BGG _______________ \A1;# 6 TIE WIRE DEPARTMENT OF AGRICULTURE ELEV. = VARIES PROPOSED SUSPENDED PIPELINE MASACOCO, KAPANGAN, BENGUET PROVINCE OF BENGUET \LBENITO T. ESPIQUE Jr. RECOMMENDING APPROVAL SHEET 1 OF \L1 DWG. No.: MCIP - PSP APPROVED: CHECKED: CORDILLERA ADMINISTRATIVE REGION WANGAL, LA TRINIDAD, BENGUET NATIONAL IRRIGATION ADMINISTRATION REPUBLIC OF THE PHILIPPINES APPROVED RECOM. CHECKED BY NATURE OF REVISION DATE REV. NO. 3 2 1 \LJOHN L. SOCALO REGIONAL MANAGER A DATE MASACOCO CIP 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. 1.00 NGL 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. SEE DETAIL 'B' 16 mm f RSB ANCHOR BAR STA. = 03 + 500 1.0 1.0 0.20 0.20 2.00 0.20 0.50 0.50 0.50 0.50 16mm f BOTTOM BARS SPACED @ 0.20 m. O.C. BOTH WAYS 4-16mm f VERT. BARS 16mm f BOTTOM BARS SPACED @ 0.20 m O.C. BOTH WAYS 16mm f RSB ANCHOR BAR \A1;# 6 TIE WIRE # 14 TIE WIRE 1" f HDPE, SDR 13.5 P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. = 04 + 000 \A1;# 6 TIE WIRE # 14 TIE WIRE HANGER SPACED @ 1.0 m. O.C. # 14 TIE WIRE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK 0.20 0.10 GRAVEL BLANKET 0.10 GRAVEL BLANKET A A 1" F HDPE Pipe SDR 13.5 1.00 NOT DRAWN TO SCALE MANAGER, ENGINEERING & OPERATIONS DIVISION DATE 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. GENERAL NOTES ELEVATION VARIES 16mm f BOTTOM BARS SPACED @ 0.10 m O.C. BOTH WAYS SIP FUND - CY 2014 DCA _____________ LCC _______________ PREPARED : 1" F HDPE Pipe SDR 13.5 ELEV. = VARIES STA 03+500 - STA 04+000 REVIEWED: BGG _______________ \A1;# 6 TIE WIRE DEPARTMENT OF AGRICULTURE ELEV. = VARIES 0.30 0.30 2.20 0.30 0.80 0.80 0.80 0.80 0.30 0.10 0.10 1.00 1.00 1.0 1.0 45 m 4-16mm f VERT. BARS 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. 1.00 NGL 10mm. f LAT. TIES SPACED @ 0.10 m. O. C. SEE DETAIL 'B' 2-16 mm f RSB ANCHOR BAR STA. 00 + 230 1.0 1.0 0.30 0.30 2.20 0.30 0.80 0.80 0.80 0.80 5-16mm f BOTTOM BARS SPACED @ 0.20 m. O.C. BOTH WAYS 4-16mm f VERT. BARS 5-16mm f BOTTOM BARS SPACED @ 0.20 m O.C. BOTH WAYS 2-16mm f RSB ANCHOR BAR # 10 TIE WIRE RC TOWER 2-16mm. f REBAR ANCHOR BLOCK P L A N SECTION THRU 'A-A' P L A N SECTION P L A N SECTION DETAIL 'A' DETAIL ' B' DETAIL 'C' ANCHOR BLOCK TOWER TOWER ANCHOR BLOCK TOWER ANCHOR BLOCK ANCHOR BLOCK TOWER STA. 00 + 275 \A1;\S3/8;" F CABLE WIRE # 10 TIE WIRE HANGER SPACED @ 1.0 m. O.C. # 10 TIE WIRE HANGER SPACED @ 1.0m. O.C. SEE DETAIL 'B' SEE DETAIL 'C' SEE DETAIL 'A' DETAIL OF COLUMN & FOOTING DETAIL OF ANCHOR BLOCK 0.30 0.10 GRAVEL BLANKET 0.10 GRAVEL BLANKET A A 16mm f RSB \A1;2" F HDPE Pipe SDR 17 1.00 NOT DRAWN TO SCALE 1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE STRUCTURES SHALL BE CLASS 'A' MIXTURE UNLESS OTHERWISE SPECIFIED. 3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED & ROUNDED. 4. LAPPING OF BARS SHALL BE 40D FOR DEFORMED BARS & 50D FOR ROUNDED BARS. 5. ALL ELEVATIONS ARE IN METER. 6.CONCRETE COVER FOR STEEL SHALL BE 75 mm. FOR FOUNDATION & 40 mm. FOR STRUCTURES NOT EXPOSED TO EARTH. GENERAL NOTES 2 " f GI PIPE ELEVATION VARIES 5-16mm f BOTTOM BARS SPACED @ 0.10 m O.C. BOTH WAYS ELEV. VARIES ELEV. VARIES 45 m \A1;\S3/8;" F CABLE WIRE \A1;2" F HDPE Pipe SDR 17 \A1;\S3/8;" F CABLE WIRE \A1;\S3/8;" F CABLE WIRE \A1;\S3/8;" F CABLE CLIP \A1;\S3/8;" F CABLE WIRE \A1;2" F HDPE Pipe SDR 17

Language	English
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	areas, autocad, block, details, distribution, DWG, fornecimento de água, irrigation, kläranlage, l'approvisionnement en eau, pipe, supply, suspended, treatment plant, wasserversorgung, water