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Infra 07 2020 Plans (Final)

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Infra 07 2020 Plans (Final) PROCUREMENT AND IMPLEMENTATION OF THE MAINTENANCE AND REPAIR OF MAJOR AND SECONDARY ROADS DRAFTED BY: CHECKED & APPROVED BY: NOTED BY: ENGR. LARA MELISSA C. ANTONIO ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN ENGR. BOBBY V. AKIA N A G U I L I A N R O A D LEONARD PUDTOL S E S S I O N R O A D LEONARD WOOD ROAD R ROAD WOOD TO SOLSONA HARRISON ROAD G O A D BAGUIO GEN.LUNA PROVINCE OF ILOCOS NORTE A CENTRAL ROAD FLORA SCHOOL LAKE DRIVE 2 OUTLOOK DRIVEMANSION HOUSE INDEX OF DRAWINGS N BURNHAM PARK LEONARD WOOD RD. U A SAN ROQUE LAKE DRIVE 1 VILLAGE LEGARDA ROAD YMCA CABINET KABUGAO CITY CAMP KISAD ROAD HILL SHEET LAGOON BAGUIO COUNTRY CONTENT MIRADOR CLUB HOTEL NO. PINES GARDEN HILL A P A Y A O BCF ASIN ROAD DRIVE MARCOVILLE HILL Km. 251+280 E LOCATION PLAN PROVINCE OF CAGAYAN V U.P. D.P.S. I NORTH TO NUEVA ERA BAGUIO BARANGAY R GOLF Q. M. ENGINEER'S D ASIN ROAD SUBDIVISION H VICINITY MAP T H GOV'T.CENTER U A O COURSE HAPPY R Y 2 S DOMINICAN P TINEG TO TUAO, CAGAYAN HOMES A C A-1 CONSTRUCTION GENERAL NOTES T U T - HILL I O F F R D . LOAKAN ROAD L P CRYSTAL I LAGAYAN M CONNER Y CAVE K SUMMARY OF QUANTITIES DANGLAS SAN JUAN BGH E N CAMP JOHN HAY H LACUB O N L L BILLBOARD FRAMING DETAILS LA PAZ O DOLORES N O STA. LUCIA W BANGUED LAGANGILANG TUGUEGARAO PUYAT FARMS R A-2 to LAGIDEN ICUAN R O A B R A MALIBCONG O A SITE DEVELOPMENT PLAN BUCAY PINUKPUK A D A-6 SAN QUINTIN PENA RUBIA SUELLO SUBDIVISION D PIDIGAN BALBALAN TABUK HAPPY HOLLOW O CAMP JOHN HAY TYPICAL PCCP & ASPHALT OVERLAY DETAIL SAN ISIDRO SALLAPADAN MARCOS HIGHWAY U.S. MILITARY RESERVATION K A L I N G A ATAB WEST LOAKAN ROAD DAGUIOMAN RIZAL MTS. 3920.00 E 35' 7 N VILLAVICIOSA PASIL BUCLOC A-7 PAVEMENT MARKING DETAILS PILAR TO AGOO U.S. AMBASSADOR MARCOS HIGHWAY RESIDENCE APPROACH MARKING FOR ISLANDS LUBUAGAN BAKAKENG RD. BAKAKENG THIS SITE LUBA TUBO TANUDAN PROVINCE OF ISABELA MAJOR AND SECONDARY PAVEMENT CONSTRUCTION JOINT KENNON ROAD A-8 TINGLAYAN ROADS WITHIN PARACELIS JHSEZ VOICE OF AMERICA TYPICAL GROUTED RIPRAP SECTION SADANGA CABUYAO ROAD AMPARO HEIGHTS MUNICIPALITY OF ITOGON, BENGUET ITOGON, OF MUNICIPALITY GROUTED RIPRAP ELEVATION M T. P R O V I N C E PROVINCE OF ISABELA LOAKAN ROAD BESAO BALACBAC BONTOC CURB AND GUTTER DETAIL SAGADA NATONIN CIUDAD GRANDE A-9 BARLIG EPZA PROVINCE OF ILOCOS SUR THIS SITE GREEN VALLEY TADIAN COUNTRY TYPICAL SECTION OF PROPOSED RCPC SABANGAN CLUB CAMP 7 CAMP 7 Km. 246+800 MAYOYAO TO AURORA STO. TOMAS BAUKO MANHOLE COVER DETAIL BANAWE AGUINALDO MAJOR MANE ROAD LOAKAN ROAD THIS SITE VOA ROAD WITHIN I F U G A O TO SANTIAGO,SANTIAGO ISA. SECTION DETAIL OF MH-1 POTIA STO. TOMAS - JHSEZ TINOC HUNGDUAN DONTOGAN LAGAWE SECTION DETAIL OF MH-2 BAKUN KIANGAN A-10 BUGUIAS LOAKAN AIRPORT PLAN VIEW OF MH-1 ASIPULO KIBUNGAN TINOC O PLAN VIEW OF MH-2 LAMUT DEMONSTRATION PROVINCE OF LA UNION TO SANTO TOMAS TO BALATOC KABAYAN RELAY STATION N 10 42' E 2193.20 MTS. SIDEWALK PLAN DETAIL, STAIRS KAPANGAN TO BAGABAG, N. VIZCAYA N 79 O 14' E 6880.60 MTS. SAN FERNANDO CITY ATOK MUNICIPALITY OF TUBA, BENGUET CROSS SECTION DETAIL KENNON ROAD TO BURGOS PROVINCE OF NUEVA VIZCAYA STAIRS ELEVATION PLAN, SIDEWALK B E N G U E T PMA ROAD SABLAN BOKOD A-11 CROSS SECTION BAYOMBONG LA TRINIDAD MAP OF DETAIL, STEEL GRATING DETAILS BAGUIO CITY TO MANILA TUBA TO KAYAPA CORDILLERA TO PHILEX MINES METAL GUARD RAIL CROSS SECTION ITOGON TO AGOO METAL GUARD RAIL ELEVATION PLAN 1 1 PHILIPPINE A-12 ROAD SIGN DETAILS MILITARY LOCATION PLAN VICINITY MAP ACADEMY TO MANILA SCALE NTS SCALE NTS TO DALUPIRIP A 1 A 1 A-13 TRAFFIC MANAGEMENT PLAN PROVINCE OF PANGASINAN 1. CONCRETE 50 UNLESS OTHERWISE INDICATED ON THE PLANS, THE MINIMUM CYLINDER STRENGTH OF CONCRETE @ 28 DAYS SHALL BE 20.70 MPa. 2. REINFORCING STEEL REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (Fy=414 MPa) FOR BARS LARGER THAN 16 mm Ø. GRADE 40 (Fy=275.80 MPa) FOR BARS 16mm Ø OR SMALLER. ALL REBARS SHALL BE FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/ WEAKEN BOND WITH CONCRETE. 2.1. REINFORCING BAR SPLICING 50 WHERE SPLICING IS PERMITTED, THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO ARTICLE 8.32. ALL SPLICES SHALL BE 90 (PROJECT TITLE) STAGGERED AT LEAST 40 BAR Ø. WHERE BUTT WELD IS USED IN LIEU OF LAPPED CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125 % OF THE SPECIFIED YIELD STRENGTH OF THE REINFORCING STEEL BAR. BARS SHALL BE BENT UNLESS PERMITTED BY THE ENGINEER. 70 50 CONTRACTOR : 2.2. HOOKS AND BENDS 30 1200 HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE 50 DATE STARTED : 30 50 CONTRACT COMPLETION DATE : TABLE FOR VALUES OF A OR G 30 50 CONTRACT COST : (WHITE BACKGROUND) BLACK TEXT 30 PROJECT LOCATION : 50 A 30 db SOURCE OF FUND : END HOOKS STIRRUP & TIE STIRRUP TIE 50 Do db A SIZE OF BARS Do 180° 90° 90° 135° 135° END HOOK A A 2400 10 125 150 100 100 125 A 12 150 200 113 113 163 DISPLAY AREA Do D D 50 X 50 HORIZONTAL 16 175 250 150 138 200 COCO LUMBER db 1200 STIRRUP & TIE HOOK 20 200 300 90Ø - - STIRRUP - TIE Do = 6 db for db < 30 D = 4 db for db < 20 SHEET CONTENT: 1000 Do = 8.7 db for db < 30 Do = 6 db for db < 30 50 x 50 WOODEN LOCATION PLAN GROUND LEVEL STAKE 3. CONSTRUCTION VICINITY MAP DPWH STANDARD SPECIFICATIONS, 2013 EDITION, VOL. II HIGHWAYS, BRIDGES AND AIRPORTS SHALL BE FOLLOWED. ALL DIMENSIONS ARE IN MILLIMETERS 500 CONSTRUCTION GENERAL NOTES UNLESS OTHERWISE NOTED. IN CASE OF CONFLICT ON INTERPRETATIONS OF DRAWINGS. NUMERICAL FIGURES OF DIMENSION SHALL PREVAIL OVER SUMMARY OF QUANTITIES SCALED VALUES. 1000 UNLESS OTHERWISE SHOWN, ALL BAR SPACING REFER TO THE CENTER OF BARS AND THE MINIMUM COVERING FROM SURFACE OF CONCRETE TO THE FACE BILLBOARD FRAMING DETAILS OF THE NEAREST BAR SHELL BE 75mm. PROJECT TITLE ALL CONCRETE SHALL BE POURED WHERE THERE IS PERMISSIBLE WEATHER CONDITION AND NO OTHER ENVIRONMENTAL HAZARD WILL AFFECT THE POURING. PROCUREMENT AND ALL ELEVATIONS AND STATIONING SHALL BE VERIFIED BEFORE CONSTRUCTION. IMPLEMENTATION OF THE FOUNDATION OF SLOPE AND EMBANKMENT PROTECTION WORKS SHALL HAVE A PERMISSIBLE BEARING CAPACITY OF NOT LESS THAN A MAXIMUM GROUND 50 X 50 HORIZONTAL DISPLAY AREA MAINTENANCE AND REPAIR OF PRESSURE OF 113 KN/ SQ.M. SOFT SPOTS UNDER THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING MATERIALS OR COCO LUMBER (1200 X 2400 X 12 1200 CONCRETE CLASS "B". SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE FILLED WITH ROCKS OR SUITABLE MARINE PLYWOOD) MAJOR AND SECONDARY ROADS MATERIALS. SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL SHALL BE FREE DRAINING, NON EXPANSIVE AND WATER SHALL BE DRAINED BY LOCATION OF PROJECT: WEEPHOLES PLACED AT SUITABLE INTERVALS AND ELEVATIONS. THE DEPTH OF PENETRATION SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL 50 X 75 VERTICAL GROUND SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS. COCO LUMBER JOHN HAY SPECIAL ECONOMIC ZONE, REINFORCING STEEL BARS BAGUIO CIY A. FABRICATION 1000 50 x 50 NOTED BY: REINFORCING BARS SHALL BE ACCURATELY FORMED TO THE SHAPES AND DIMENSIONS INDICATED ON THE PLAN WOODEN GROUND LEVEL B. BAR BENDING STAKE ENGR. BOBBY V. AKIA UNLESS OTHERWISE PERMITTED, ALL REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD. WHEN REINFORCING BARS ARE BENT BY 500 HEATING, THE ENTIRE OPERATION SHALL BE APPROVED BY THE ENGINEER. CHECKED & APPROVED BY: 2400 ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 2 GENERAL CONSTRUCTION NOTES 4 SUMMARY OF QUANTITIES 5 BILLBOARD FRAMING DETAILS DRAFTED BY: SCALE NTS SCALE NTS SCALE NTS A1 A 1 A 1 A 3 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 1 /13 LEGEND PROPOSED HOT MIX ASPHALT PROPOSED SIGNAGES OVERLAY (50MM THICK) "NO PARKING" (R5-1S) PROPOSED GROUTED RIPRAP CHEVRON (2- SIGN FACE) PROPOSED SOFT LANDSCAPE "NO LOADING AND UNLOADING PROPOSED CURB AND GUTTER SIGN" (R5-6) PROPOSED SIDEWALK WITH PAVER BLOCKS "PEDESTRIAN CROSSING PROPOSED PAVER BLOCKS ON AHEAD" (W6-1B) EXISTING SIDEWALK "PEDESTRIAN CROSSING" (R6-8A) PROPOSED PATHWAY WITH PAVER BLOCKS PROPOSED METAL GUARDRAIL "FASTEN SEATBELT" SIGN (R6-7) PROPOSED 24"Ø RCPC "STOP" SIGN (R1-1A) PROPOSED PCCP W/ HOT MIX ASPHALT OVERLAY (50MM THICK) "WATCH OUT FOR LOW FLYING CL PROPOSED DOUBLE YELLOW GOLF BALLS" CENTER LINE "NO OVERTAKING SIGN" (R3-16A) LOAKAN ROAD PROPOSED PEDESTRIAN LANE SPEED RESTRICTION (R4-1A) 0000 DIRECTIONAL/INFORMATIVE PROPOSED CONCRETE STAIRS SIGN WITH METAL RAILING Y-JUNCTION (W2-9) TREES SIDE ROAD JUNCTION (W2-8) PROPOSED STEEL GRATING PROPOSED INLET PROPOSED MANHOLE COVER 0100 0134 LOAKAN ROAD ORDONIO DRIVE0200 0300 0500 0567 0554 0522 0288 0400 GATE 1 0164 0478 0386 0100 ORDONIO DRIVE 0000 0050 0030 CAP Building SHEET CONTENT: SITE DEVELOPMENT PLAN PROJECT TITLE PROCUREMENT AND IMPLEMENTATION OF THE MAINTENANCE AND REPAIR OF MAJOR AND SECONDARY ROADS LOCATION OF PROJECT: JOHN HAY SPECIAL ECONOMIC ZONE, BAGUIO CIY NOTED BY: ENGR. BOBBY V. AKIA CHECKED & APPROVED BY: 1 SITE DEVELOPMENT PLAN SCALE N.T.S. ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN A 2 DRAFTED BY: A2 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 2 /13 1200 PROPOSED 24"Ø RCPC LEGEND PROPOSED HOT MIX ASPHALT PROPOSED SIGNAGES 1190 OVERLAY (50MM THICK) "NO PARKING" (R5-1S) PROPOSED GROUTED RIPRAP CHEVRON (2- SIGN FACE) PROPOSED SOFT LANDSCAPE 1170 PROPOSED CURB AND GUTTER MILE HI "NO LOADING AND UNLOADING SIGN" (R5-6) PROPOSED SIDEWALK WITH PAVER BLOCKS "PEDESTRIAN CROSSING PROPOSED PAVER BLOCKS ON 1129 AHEAD" (W6-1B) EXISTING SIDEWALK 1126 1123 "PEDESTRIAN CROSSING" (R6-8A) PROPOSED PATHWAY WITH PAVER BLOCKS PROPOSED METAL GUARDRAIL "FASTEN SEATBELT" SIGN (R6-7) PROPOSED 24"Ø RCPC STP 2 1100 PROPOSED PCCP W/ HOT MIX 1097 "STOP" SIGN (R1-1A) ASPHALT OVERLAY (50MM THICK)
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