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)
"WATCH OUT FOR LOW FLYING CL PROPOSED DOUBLE YELLOW GOLF BALLS" CENTER LINE MANOR HOTEL "NO OVERTAKING SIGN" (R3-16A) PROPOSED PEDESTRIAN LANE SPEED RESTRICTION (R4-1A)
DIRECTIONAL/INFORMATIVE PROPOSED CONCRETE STAIRS SIGN WITH METAL RAILING Y-JUNCTION (W2-9) TREES
1024 SIDE ROAD JUNCTION (W2-8) PROPOSED STEEL GRATING
0900 1000 1010 PROPOSED INLET
1004
PROPOSED MANHOLE COVER 0890
PROPOSED REINFORCED CONCRETE STAIRS Export WITH METAL RAILING Overruns ORDONIO DRIVE 0840
0800 0829 PARKING 0000 PROPOSED PATHWALK AREA
WITH METAL RAILING 17 0035
0700 0635
0635
0276
0600
0622 0400
0300 0200
0100
0583
0155
0567
0204 0240
Le Monet 0258 Liberty Loop
HISTORICAL CORE
7 SHEET CONTENT: SITE DEVELOPMENT PLAN
PROJECT TITLE Kabadjo 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:
ForestENGR. BOBBY V. AKIAPreserve C CHECKED & APPROVED BY: 1 SITE DEVELOPMENT PLAN SCALE N.T.S. ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN A 3 DRAFTED BY: A3 ENGR. LARA MELISSA C. ANTONIO Forest Preserve D D A T E: 6 OCTOBER 2020 PAGE: 3 /13 1695
COUNTRY ESTATES TO GATE 2
T3H
FL3
G1 G1 COMMANDER'S ESTATES
T2H T2H
1670
STP 1 1653
ORDONIO DRIVE
1627
EXCLUDED
0220 1600
0200
BCDA END OF ROCK-FILL Cottages EMBANKMENT (approx width:SHERIDAN 0.5M-0.8M DRIVE 1177 LAKE 16 W.L.1486 B.L.1480
PROPOSED REINFORCED
CONCRETE STAIRS 1140 WITH METAL RAILING Starbucks 0100
1500
START OF ROCK-FILL
Cantinetta EMBANKMENT (approxwidth: 0.5M-0.8M 0000
1425
1422
0000 AIM 1400
32-C
LEGEND
PROPOSED HOT MIX ASPHALT PROPOSED SIGNAGES OVERLAY (50MM THICK) "NO PARKING" (R5-1S) PROPOSED GROUTED RIPRAP
CHEVRON (2- SIGN FACE) PROPOSED SOFT LANDSCAPE
PROPOSED CURB AND GUTTER "NO LOADING AND UNLOADING SIGN" (R5-6) PROPOSED SIDEWALK WITH 1315 PAVER BLOCKS "PEDESTRIAN CROSSING PROPOSED PAVER BLOCKS ON 1305 EXISTING CREEK 0100 SHEET CONTENT: AHEAD" (W6-1B) EXISTING SIDEWALK 1300 1303 SITE DEVELOPMENT PLAN "PEDESTRIAN CROSSING" (R6-8A) PROPOSED PATHWAY WITH PAVER BLOCKS 1296
0160 PROPOSED METAL GUARDRAIL 1288 "FASTEN SEATBELT" SIGN (R6-7) PROPOSED 24"Ø RCPC
1270 PROPOSED PCCP W/ HOT MIX PROJECT TITLE "STOP" SIGN (R1-1A) ASPHALT OVERLAY (50MM THICK) PROCUREMENT AND "WATCH OUT FOR LOW FLYING C L PROPOSED DOUBLE YELLOW IMPLEMENTATION OF THE GOLF BALLS" CENTER LINE 1257 "NO OVERTAKING SIGN" MH-2 MAINTENANCE AND REPAIR OF (R3-16A) 1250 PROPOSED PEDESTRIAN LANE MAJOR AND SECONDARY ROADS SPEED RESTRICTION (R4-1A) JHMC Office LOCATION OF PROJECT:
DIRECTIONAL/INFORMATIVE PROPOSED CONCRETE STAIRS Complex JOHN HAY SPECIAL ECONOMIC ZONE, SIGN WITH METAL RAILING MH-1 BAGUIO CIY Y-JUNCTION (W2-9) 1230 NOTED BY: TREES
SIDE ROAD JUNCTION (W2-8) PROPOSED STEEL ENGR. BOBBY V. AKIA GRATING SUITES HOTELCHECKED & APPROVED BY: PROPOSED INLET 1 SITE DEVELOPMENT PLAN 1210 SCALE N.T.S. ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN A 4 PROPOSED MANHOLE COVER ORDONIO DRIVE DRAFTED BY: A4 ENGR. LARA MELISSA C. ANTONIO 1200 PROPOSED 24"Ø RCPC D A T E: 6 OCTOBER 2020 PAGE: 4 /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
PROPOSED CURB AND GUTTER "NO LOADING AND UNLOADING 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
PROPOSED PCCP W/ HOT MIX "STOP" SIGN (R1-1A) ASPHALT OVERLAY (50MM THICK)
"WATCH OUT FOR LOW FLYING CL PROPOSED DOUBLE YELLOW GOLF BALLS" CENTER LINE "NO OVERTAKING SIGN" (R3-16A) PROPOSED PEDESTRIAN LANE SPEED RESTRICTION (R4-1A)
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
COUNTRY CLUB ROAD
G19
T3 G12 1868 EASTERN LINK COUNTRY HOMES CIRC. ROAD
T3 G11
G10 T2 PRACTICE RANGE
G9 T2
Gate 2 1813
G8
T2
1800 G7 T2 GOLF COURSE
SHEET CONTENT: SITE DEVELOPMENT PLAN
1777
1767
G6A G6A T2H
T2H PROJECT TITLE PROCUREMENT AND IMPLEMENTATION OF THE Igorot MAINTENANCE AND REPAIR OF EXCLUDED 1767 MAJOR AND SECONDARY ROADS T2H COUNTRY ESTATES Garden G5 LOCATION OF PROJECT: JOHN HAY SPECIAL ECONOMIC ZONE, FENCE WIRE BAGUIO CIY T2H
G4 NOTED BY:
ENGR. BOBBY V. AKIA
G3 G3 T2H
T2H 3 1700 CHECKED & APPROVED BY: 1 SITE DEVELOPMENT PLAN SCALE N.T.S. ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN A 5 DRAFTED BY: 1695 A5
TO GATE 2 ENGR. LARA MELISSA C. ANTONIO
T3H D A T E: 6 OCTOBER 2020 PAGE: 5 /13 FL3 COMMANDER'S ESTATES
ORDONIO DRIVE 1010
1000
LEGEND 0936 PROPOSED HOT MIX ASPHALT PROPOSED SIGNAGES OVERLAY (50MM THICK) "NO PARKING" (R5-1S) PROPOSED GROUTED RIPRAP
CHEVRON (2- SIGN FACE) PROPOSED SOFT LANDSCAPE
PROPOSED CURB AND GUTTER "NO LOADING AND UNLOADING 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 0300 PAVER BLOCKS
PROPOSED METAL GUARDRAIL "FASTEN SEATBELT" SIGN (R6-7) PROPOSED 24"Ø RCPC
PROPOSED PCCP W/ HOT MIX VOA HOMES "STOP" SIGN (R1-1A) ASPHALT OVERLAY (50MM THICK)
"WATCH OUT FOR LOW FLYING C 0900 L PROPOSED DOUBLE YELLOW GOLF BALLS" CENTER LINE "NO OVERTAKING SIGN" (R3-16A) PROPOSED PEDESTRIAN LANE SPEED RESTRICTION (R4-1A)
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
0400 Forest Preserve F 0850 104,916.89 sq m
0800
0465 0746
0776
0700 0500
SHEET CONTENT: SITE DEVELOPMENT PLAN
PROJECT TITLE PROCUREMENT AND IMPLEMENTATION OF THE 0619 MAINTENANCE AND REPAIR OF MAJOR AND SECONDARY ROADS LOCATION OF PROJECT:
0610 JOHN HAY SPECIAL ECONOMIC ZONE, 0600 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 6 DRAFTED BY: A6 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 6 /13 ℄
PROPOSED HOT MIX ASPHALT OVERLAY (50MM THICK) PROPOSED 280MM THICK PCCP (SEE CONST. JOINT DETAIL)
PROPOSED 50MM AGGREGATE BASE COURSE VARIES
2 % SLOPE 2 % SLOPE
PROPOSED PCCP
PROPOSED CURB AND GUTTER (CAST IN PLACE) PROPOSED CURB AND GUTTER (CAST-IN-PLACE)
1 TYPICAL PCCP AND ASPHALT OVERLAY DETAIL SCALE N.T.S. A 7
4000 1500
C U R B A N D G U T T E R C U R B A N D G U T T E R 3.20mm.THK. x 100mm. WIDE THERMOPLASTIC PAVEMENT MARKING 3.20mm.THK. x 100mm. WIDE THERMOPLASTIC PAVEMENT MARKING CONTINUOUS ( WHITE ) CONTINUOUS ( WHITE )
300 3.20mm.THK. x 300mm. WIDE
300 THERMOPLASTIC PAVEMENT MARKING FLOW OF TRAFFIC 300 300 3.20mm.THK. x 150mm. WIDE THERMOPLASTIC PAVEMENT MARKING 3000 6000 3000 6000 30000 3.20mm.THK. x 150mm. WIDE THERMOPLASTIC PAVEMENT MARKING 300 150 DOUBLE YELLOW CENTER LINE ℄ ℄ ℄ ℄ ℄ ℄ 3.20mm.THK. x 150mm. WIDE x 3000mm. LENGTH THERMOPLASTIC PAVEMENT MARKING 300
BROKEN CENTER LINE ( WHITE ) 150 30000 LENGTH VARIES 3.20mm.THK. x 150mm. WIDE THERMOPLASTIC PAVEMENT MARKING
FLOW OF TRAFFIC 3.20mm.THK. x 300mm. WIDE THERMOPLASTIC PAVEMENT MARKING
3.20mm.THK. x 100mm. WIDE THERMOPLASTIC PAVEMENT MARKING 3.20mm.THK. x 100mm. WIDE THERMOPLASTIC PAVEMENT MARKING CONTINUOUS ( WHITE ) CONTINUOUS ( WHITE )
C U R B A N D G U T T E R C U R B A N D G U T T E R
1500
2 PAVEMENT MARKING DETAILS SCALE N.T.S. A 7
3.20mm.THK. x 100mm. THERMOPLASTIC PAVEMENT MARKING (EDGE LINE) SHEET CONTENT: 3.20mm.THK. x 100mm. THERMOPLASTIC PAVEMENT MARKING (HATCH LINE) TYPICAL PCCP & ASPHALT OVERLAY DETAIL PAVEMENT MARKING DETAILS EXISTING ISLAND APPROACH MARKING FOR ISLANDS
PROJECT TITLE
4000 PROCUREMENT AND 2000 IMPLEMENTATION OF THE 2000 MAINTENANCE AND REPAIR OF
45°
45° EDGE LINE MAJOR AND SECONDARY ROADS LOCATION OF PROJECT: ℄ JOHN HAY SPECIAL ECONOMIC ZONE, BAGUIO CIY EDGE LINE EDGE LINE NOTED BY:
ENGR. BOBBY V. AKIA CHECKED & APPROVED BY:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 3 APPROACH MARKING FOR ISLANDS DRAFTED BY: SCALE N.T.S. A7 A 7 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 7 /13 SECTION II
16mm Ø x 60cm ROUND BARS
D EDGE OF EXISTING CONC. PAVEMENT
PLAIN DOWEL BAR
28mm Ø x 600 @ 300 300 C 1000
SECTION I SECTION O.C. (280mm) LANE SHOWING TRANSVERSE BEG. OF FLARING OF BEG.
300 CONSTRUCTION JOINT AT LOCATION DEFORMED TIE BAR OF WEAKENED PLANE JOINT
16mm Ø x 600 @ 600 300 A 300 O.C. (280mm) 300
TRANSVERSE CONSTRUCTION JOINT 300
F G 600
600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 300 300 300 300 600 WIDTH AS SHOWN IN PLANS LANE SHOWING TRANSVERSE EXISTING CONCRETE PAVEMENT CONSTRUCTION JOINT AT MIDDLE 600 THIRD OF NORMAL JOINT INTERVAL 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600
B 600 NOTE: VARIABLE E THE EXISTING CONCRETE PAVEMENT SHALL BE CHIPPED OFF PERPENDICULARLY TO THE EXISTING BASE ABOUT 300mm WIDE TO A DIS- PLAN (SHOWING FLARING OF EXISTING CONC. PAVEMENT) TANCE WHERE THE FLARE IS LESS THAN 1000mm NOT TO SCALE AND NECESSARY DOWEL BARS SHALL BE PROVIDED TO CONNECT THE NEW PAVEMENT 4500 4500 1500 (MIN.) WITH THE EXISTING PAVEMENT.
TYPICAL PLAN OF TWO LANE PAVEMENT NOT TO SCALE
DEFORMED TIE BAR 16mm Ø X 600 FORMED GROOVE WITH KEYWAYS @ 600 O.C. ( 280mm ) FILL WITH POURED JOINT FILLER DEFORMED TIE BAR 1ST APPROACH ROAD BRIDGE 2ND APPROACH ROAD SEE SEE 16mm Ø x 1000 @ 600 O.C. 12 DETAIL "B" DETAIL "A" APPROACH APPROACH PCCP TRANSITION PCCP TRANSITION
5 (LENTGH = 15000) SLAB SLAB (LENTGH = 15000) LONGITUDINAL JOINT 1/3T 4500 4500 4500 4500 4500 4500 T
1/3T SLAB 1/3T FIRST SLAB SLAB SAWED JOINT SECTION I CONTACT JOINT (2 LANE PAVING) (LONGITUDINAL JOINT) (HALF LANE PAVING)
SCALE 1:10 M APPROACH OF END DETAIL "A" APPROACH OF END SEE SCALE 1:10 M SEE DETAIL "C" DETAIL "E" L/2 L/2
LANE LANE WIDTH DEFORMED TIE BAR WIDTH
16mm Ø X 600 SAWED GROOVE WITH POURED L L C L L C
@ 600 O.C. ( 280mm ) JOINT FILLER ROADWAY 6.0 CONTRACTION JOINT SECTION II CONSTRUCTION JOINT ROADWAY LANE LANE L/2
L/2
WIDTH WIDTH
ABUTMENT A ABUTMENT ABUTMENT B ABUTMENT 5 (TRANSVERSE JOINT)
50 SCALE 1:10 M
T/2 b b b b a a
T/2 FORMED GROOVE WITH KEYWAYS TRANSVERSE CONTACT JOINT FILL POURED JOINT FILLER OF WEAKENED PLANE JOINT DETAIL "B" PAVEMENT LAYOUT SCALE 1:10 M 3350 16mm Ø x 600 @ 600mm O.C. TIE BAR DETAIL OF BAR SPACING 12 ALONG CURVES
SAWED GROOVE WITH POURED 5 JOINT FILLER (@ 4.5m INTERVAL OR 25 6.0 AS DIRECTED BY THE ENGINEER) GENERAL NOTES: EXISTING METAL DOWEL CAP GAUGE NO. 18
5 PAVEMENT NEW PAVEMENT PLAIN DOWEL BAR 28mm INSIDE DIAMETER BE PLACED 25 50 28mm Ø x 600 @ 300 O.C. ON EACH DOWEL BAR ON ALTERNATE 1. MATERIALS AND WORKMANSHIP SHALL CONFORM END WITH THE "DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2004". 2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED 1/3T 150 50 25 WHEN CONCRETE ON ONE SIDE OF THE JOINT IS 45° FIXED SLIDING
11 POURED AHEAD AND ALLOWED TO SET BEFORE DETAIL "F" POURING ON THE OTHER SIDE. DETAIL "C" SCALE 1:10 M 150 3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR SCALE 1:10 M 1/3T TRANSVERSE) CARE SHOULD BE TAKEN THAT NO PLAIN DOWEL BAR 11 20mm PREMOLDED CONCRETE FROM THE LAST SLAB PLACED 28mm Ø x 600 @ 300 ONE HALF OF THE BAR ON THE SIDE OF EXPANTION FILLER OVERHANGS ANY PORTION OF THE FIRST SLAB. HALF OF THE LENGTH METAL DOWEL CAP SHALL BE PAINTED ADDITIONAL 3350 3350 ADDITIONAL WITH RED LEAD AND THEN GREASED 1/3T 4. THE BARS SHOULD BE DEFORMED STEEL BARS, ALL SHALL BE WITH RED LEAD LANE LANE AND THEN GREASED DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR FORMED GROOVE WITH EXISTING PCCP FREE FROM RUST AND OTHER DEFECTS WHICH POURED JOINT FILLER MIGHT RESTRICT THEIR MOVEMENT. 12 METAL SIDE FORM 5. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS 5
25 SEE DETAIL "F" SEE DETAIL "F" SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT. 25 6. MATERIAL FOR THE METAL SIDE FORM SHALL BE PAVEMENT WIDENING BRAND NEW SHEET METAL GAUGE NO. 18 OF BLACK FIRST SLAB ADDITIONAL LANE IRON FREE FROM RUST AND LINKS. SCALE 1:10 M 7. AT LEAST SIX (6) SUCCESSIVE DOWELLED BUTT DETAIL "D" 1/3T JOINTS AT NORMAL JOINT SPACING SHALL BE SHEET CONTENT: SCALE 1:10 M PROVIDED BEFORE OR AFTER AN EXPANSION JOINT. FORMED GROOVE WITH KEYWAYS 11 8. THE GROOVE OR CRACK ABOVE JOINTS PAVEMENT CONSTRUCTION JOINT FORMED GROOVE WITH KEYWAYS DEFORMED TIE BAR FILL WITH HOT POURED JOINT FILLER ROOFING NAIL (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED 16mm Ø X 600 FORMED GROOVE WITH KEYWAYS FILL WITH HOT POURED JOINT FILLER OUTLINE OF CHIPPED OFF 12 1/3T @ 750mm O.C. WITH 30-50 PENETRATION ASPHALT SEAL OR COLD @ 600 FILL WITH POURED JOINT FILLER 12 EXTG. CONCRETE PAVEMENT 5
11 APPLIED LIQUID RUBBER COMPOUND AFTER THE
12 25 5
25 CONCRETE HAD BEEN CURED AND BEFORE OPENING 5 1/3Te 25 PAVEMENT TO TRAFFIC. EXISTING NEW PAVEMENT 1/3T 1/3T Te NEW PAVEMENT 1/Te PAVEMENT Tn EXISTING 9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION PAVEMENT T JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE.
1/3T PROJECT TITLE 1/Te 10 ALL LONGITUDINAL JOINT SHALL MEET AT METAL SIDE FORM PROCUREMENT AND Tn-Te 1/3T FIRST SLAB INTERSECTIONS WITH NO GAPS OR OFFSET. 11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS 25 CONSTRUCTION JOINT TO 300 250 IMPLEMENTATION OF THE 300(200mm) 300(200mm) BE MOPPED WITH ASPALT OTHERWISE SPECIFIED. 300 DETAIL OF SIDE FORMS 12. AVOID STOPPAGE OF FORMWORKS ALONG CURVES. MAINTENANCE AND REPAIR OF 16mm Ø x 600mm DOWEL BAR 13. TRANSVERSE CONSTRUCTION (CONTACT) JOINT @ 600mm DOWEL BAR O.C. (FLARING) MAJOR AND SECONDARY ROADS S E C T I O N "E" S E C T I O N "G" S E C T I O N S 20mm 600mm DOWEL BAR @ 300mm O.C. SHALL BE PROVIDE AT THE END OF ANY RUN WHERE SCALE 1:10 M SCALE 1:10 M SCALE 1:10 M (REBLOCKING) DETAILS OF JOINTS IN RIGID PAVEMENT LAYING OF CONCRETE HAS BEEN STOPPED FOR LOCATION OF PROJECT: KEYED TRANSVERSE CONSTRUCTION ON CONTACT JOINT (TO BE TRANSVERSE AND LONGITUDINAL CONSTRUCTION CONSTRUCTION JOINT TO BE USED FOR THIRTY (30) MINUTES OR LONGER. PLACED ONLY IN MIDDLE THIRD OF NORMAL JOINT INTERVAL) JOINT TO BE USED ONLY ON CONNECTIONS FLARING EXISTING CONCRETE PAVEMENT 14. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR JOHN HAY SPECIAL ECONOMIC ZONE, AT LOCATION OF WEAKENED PLANE JOINTS WITH BAGUIO CIY DOWELS. IF JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500 - 3000mm) IT NOTED BY: SHOULD BE KEYED JOINTS WITH THE BARS. ENGR. BOBBY V. AKIA CHECKED & APPROVED BY:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 1 PAVEMENT CONSTRUCTION JOINT DRAFTED BY: SCALE NTS A8 A 8 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 8 /13 START CH 0000 CH 1800 PROPOSED OPEN CANAL END 450 600 AT INTERMITTENT SECTION PROPOSED GROUTED RIPRAP
PROPOSED 50MM Ø PVC WEEPHOLES SPACED AS SHOWN PROVIDE FILTER CLOTH AND GRADED GRAVEL PROPOSED GROUTED RIPRAP 1000 CONCRETE CURB AND PROPOSED 2"Ø PVC GUTTER (CAST IN PLACE) WEEPHOLES 100 400 PROPOSED CURB AND SPACED AS SHOWN GUTTER HEIGHT VARIES PROPOSED 12MM THICK HEIGHT VARIES SLURRY SURFACE 1000 1000 TREATMENT PROPOSED LEAN
CONCRETE 200 EXISTING PCCP 1000 1000 300 50 50
NGL 150 LEAN CONCRETE 50
500 50 1000 1000 25 1000
1 TYPICAL GROUTED RIPRAP SECTION 2 GROUTED RIPRAP ELEVATION 3 CURB AND GUTTER DETAIL SCALE 1:50 M SCALE 1:50 M SCALE 1:15 M A 9 A 9 A 9 280 100
PROPOSED 280MM THICK PCCP WITH 50MM THICK HOT MIX ASPHALT OVERLAY
16mmØ X 100mm X 500 50MM THICK AGGREGATE 330mm U - BOLT WITH BASE COURSE NUTS AND WASHERS 100 (PLAIN BAR) PROPOSED EMBANKMENT
5mm X 50mm X 50mm ANGLE BARS 1200 12mmØ DOWEL SHEET CONTENT: BARS SPACED AT TYPICAL GROUTED RIPRAP SECTION 300mm O.C. 610MM Ø RCP GROUTED RIPRAP ELEVATION
330 CURB AND GUTTER DETAIL
5mm x 50mm 200 TYPICAL SECTION OF PROPOSED RCPC FLAT BAR MANHOLE COVER DETAIL PROPOSED 610MMØ REINFORCED CONCRETE PROJECT TITLE PIPE 8 - 20mmØ RSB WITH PROCUREMENT AND 12mmØ TIES AT PROPOSED 75MM THK IMPLEMENTATION OF THE 150mm O.C. 5mm X 50mm LEAN CONCRETE X200mm MAINTENANCE AND REPAIR OF FLAT WASHER MAJOR AND SECONDARY ROADS LOCATION OF PROJECT: JOHN HAY SPECIAL ECONOMIC ZONE, 75 BAGUIO CIY NOTED BY:
ENGR. BOBBY V. AKIA 700 CHECKED & APPROVED BY:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 4 TYPICAL SECTION OF PROPOSED RCPC 5 MANHOLE COVER DETAIL DRAFTED BY: SCALE 1:20 M SCALE 1:10 M A9 A 9 A 9 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 9 /13 PROPOSED CONCRETE 1000 PROPOSED CONCRETE CURB AND GUTTER 1000 16mmØ X 100mm X 330mm CURB AND GUTTER 500 500 U - BOLT WITH NUTS AND PROPOSED SIDEWALK W/ 12mm X 100mm M.S.PLATE 670 WASHERS (PLAIN BAR) 12mm X 100mm M.S.PLATE PAVER BLOCKS SPACED AT 37.50mm SPACED AT 37.50mm ON CENTER (FULL WELD) 500 5mm X 50mm X 50mm 500 ANGLE BARS ON CENTER (FULL WELD) EXISTING PCCP 8 - 20mmØ RSB EXISTING PCCP
200 SPACED AS SHOWN 200 PROPOSED MANHOLE COVER 280 280 100 100 1200 1200
610MM Ø RCP 610MM Ø RCP
PROPOSED 610MMØ PROPOSED 610MMØ REINFORCED CONCRETE REINFORCED CONCRETE PIPE PIPE
15- 12mmØ 15- 12mmØ HORIZONTAL RSB HORIZONTAL RSB SPACED AS SHOWN SPACED AS SHOWN 16mmØ VERTICAL RSB 16mmØ VERTICAL RSB 75 SPACED AT 300mm O.C. 75 SPACED AT 300mm O.C.
150 PROPOSED 75MM THK
150 PROPOSED 75MM THK LEAN CONCRETE LEAN CONCRETE
150 1200 150 150 1200 150 1500 1500
1 SECTION DETAIL OF MH-1 2 SECTION DETAIL OF MH2 SCALE 1:20 M SCALE 1:20 M A 10 A 10
PROPOSED SIDEWALK WITH PAVER BLOCKS 500 500 500 500 500 500 PROPOSED REINFORCED 5mm X 50mm X 50mm CONCRETE PIPE CULVERT ANGLE BARS (610MM Ø )
PROPOSED REINFORCED PROPOSED 500mm X 1000mm 16mmØ X 100mm X 330mm CONCRETE PIPE CULVERT SIDEWALK MANHOLE COVER U - BOLT WITH NUTS AND WASHERS (PLAIN BAR) (610MM Ø ) WITH PAVER 16mm Ø VERTICAL BARS 16mm Ø VERTICAL BARS BLOCKS WITH 12MM Ø WITH 12MM Ø HORIZONTAL BARS HORIZONTAL BARS SPACED AT 300MM O.C. SPACED AT 300MM O.C.
SHEET CONTENT: SECTION DETAIL OF MH-1 SECTION DETAIL OF MH-2 1000 1000 PLAN VIEW OF MH-1 PLAN VIEW OF MH-2
280mm THICK PCCP 280mm THICK PCCP PROJECT TITLE PROCUREMENT AND IMPLEMENTATION OF THE PROPOSED CONCRETE PROPOSED CONCRETE MAINTENANCE AND REPAIR OF CURB AND GUTTER CURB AND GUTTER MAJOR AND SECONDARY ROADS LOCATION OF PROJECT: JOHN HAY SPECIAL ECONOMIC ZONE, BAGUIO CIY NOTED BY:
ENGR. BOBBY V. AKIA CHECKED & APPROVED BY:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 3 PLAN VIEW OF MH-1 4 PLAN VIEW OF MH-2 DRAFTED BY: SCALE 1:20 M SCALE 1:20 M A10 A 10 A 10 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 7/10/13 1000 400
100 800 100 MIN: 2400 MM
1350 PROPOSED SIDEWALK WITH 4"x8" PAVER BLOCKS PROPOSED CURB PROPOSED 75MM X 50MM TUBULAR (FULL WELD) AND PAINT FINISHED AND GUTTER PROPOSED 75MM X CAST-IN PLACE MIN: 2000 MM 50MM TUBULAR (FULL WELD) AND PAINT FINISHED 1000
PROPOSED CONCRETE STAIR VARIES PROPOSED 10MMØ LONGITUDINAL REIN. STEEL BAR PROPOSED 12MMØ TRANSVERSE REIN. STEEL BAR 50 50 LENGTH VARIES 200 1000 1000 200 200 263 200 200
1500
1 SIDEWALK PLAN DETAIL 2 STAIRS CROSS SECTION DETAIL 3 STAIRS ELEVATION PLAN SCALE 1:15 M SCALE 1:30 M SCALE 1:30 M A 11 A 11 A 11
1000 400
100 800 100
PROPOSED SIDEWALK WITH 4"x8" PAVER BLOCKS PROPOSED CURB AND PROPOSED SIDEWALK GUTTER CAST-IN PLACE WITH 4"x8" PAVER PROPOSED STEEL GRATING (50MMx50MMx6MM ANGLE 1000 400 BLOCKS PROPOSED STEEL GRATING BAR, FULL WELD) (50MMx50MMx6MM ANGLE PROPOSED CURB BAR, FULL WELD) 1000 400 AND GUTTER PROPOSED 50MM FLAT BAR CAST-IN PLACE
50 PROPOSED CURB AND
GUTTER CAST-IN PLACE 50 100
FLOW OF WATER FROM EXISTING DRAINAGE VARIES LENGTH VARIES A A
4 SIDEWALK CROSS SECTION DETAIL 5 STEEL GRATING DETAILS SCALE 1:15 M SCALE NTS A 11 A 11 SHEET CONTENT: SIDEWALK PLAN DETAIL, STAIRS CROSS SECTION DETAIL STAIRS ELEVATION PLAN, SIDEWALK CROSS SECTION PROPOSED METAL BEAM DETAIL, STEEL GRATING DETAILS GUARD RAIL 3000 METAL GUARD RAIL CROSS SECTION PROPOSED GI PIPE PROPOSED METAL BEAM METAL GUARD RAIL ELEVATION PLAN 6"Ø, SCH. 40 GUARD RAIL (COLOR: REFLECTORIZED PROJECT TITLE
350 PROPOSED GI PIPE PROCUREMENT AND TRAFFIC PAINT - WHITE) 350 6"Ø, SCH. 40
700 700 IMPLEMENTATION OF THE 700 (COLOR: REFLECTORIZED MAINTENANCE AND REPAIR OF TRAFFIC PAINT - WHITE) MAJOR AND SECONDARY ROADS LOCATION OF PROJECT: 10MM Ø LATERAL TIES SPACED JOHN HAY SPECIAL ECONOMIC ZONE, 3@75MM, REST 100MM
500 BAGUIO CIY
12MM Ø VERTICAL BARS NOTE: DEPTH VARIES NOTED BY: WELDED TO GI PIPE 300 ENGR. BOBBY V. AKIA CHECKED & APPROVED BY:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 6 METAL GUARD RAIL CROSS SECTION 7 METAL GUARD RAIL ELEVATION PLAN DRAFTED BY: SCALE 1:15 M SCALE 1:15 M A11 A 11 A 11 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 11 /13 1200 NOTE: DIMENSION VARIES
100mm BRACKET LENGTH=1200 3mm thk x 100 x 150mm T-Bar welded to G.I. Pipe
450MM 3mm thk x 100 x 150mm
100 Bracket with G.I. Top Cover T-Bar welded to G.I. Pipe GENERAL NOTES:
100 3MM THK. ALUMINUM SHEET, 700 ALL PROPOSED REGULATORY SIGNS, WHITE RETRO-REFLECTIVE Bracket WARNING SIGNS, DIRECTIONAL SIGNS AND 100 LETTERS, NUMERALS AND HAZARD MARKERS SHOULD BE IN
BORDERS ON INFORMATIVE/ 100 750MM ROAD SIGN ACCORDANCE WITH THE DEPARTMENT OF
RETRO-REFLECTIVE YELLOW 1600mm 650 650 PUBLIC WORKS AND HIGHWAYS (DPWH),
100 DIRECTIONAL GREEN BACKGROUND Bracket Railing "HIGHWAY SAFETY DESIGN STANDARDS" PART 2: "ROAD SIGNS AND PAVEMENT 100 SIGN
Bracket Railing BLACK NOTE: DIMENSION VARIES MARKINGS MANUAL" 150 C L FOR DIMENSIONS, PLEASE REFER TO THE 750MM
15 SAME MANUAL RETRO-REFLECTIVE FLUORESCENT YELLOW-GREEN 43 DETAILS OF THE PROPOSED INFORMATIVE BACKGROUND SIDE AND DIRECTIONAL SIGNS WILL BE BASED
100mm VIEW ON THE EXISTING SIGNAGE TO BE 75mm dia. (3") x 4.0M ga. #40 G.I Pipe, C 574 REPLACED. 4000mm
L 750 Painted w/ International Orange - 2 Coats (CMYK: 0, 72, 77, 24) as per DPWH 75mm dia. (3") x 3.10M ga. #40 G.I Pipe, Department Order No. 74, Series of 2012 Painted w/ International Orange - 2 Coats PEDESTRIAN 73
2050mm 75mm dia. (3") x 4.0M ga. #40 G.I Pipe, 3100MM
2000MM (CMYK: 0, 72, 77, 24) as per DPWH R6-8A Painted w/ International Orange - 2 Coats 300MM (CMYK: 0, 72, 77, 24) as per DPWH
Department Order No. 74, Series of 2012 45 75mm dia. Department Order No. 74, Series of 2012 G.I. Pipe 62 62 0.30m x 0.30m x0.50m 12mm dia. CONCRETE FOOTING 150MM Dowels CLASS A 300MM 300MM 220 220MM FIN. GRADE LINE FIN. GRADE LINE 50 500 375 375MM 500MM 500MM
12mm dia x 200mm Dowels (top & bottom) ELEVATION 50 300 50MM Concrete Footing (depth & size varies with actual base condition) Concrete Cover
BLACK 125 125 250 125 125 3-5mm Ø GI Bolt with 650MM 450MM 650MM 3mm thk x 100 x 150mm 30 nuts and washers with G.I. Top Cover with G.I. Top Cover T-Bar welded to G.I. Pipe 1 Concrete Post 1 2" GI Flat Bar
100 RETRO-REFLECTIVE 100 FLUORESCENT YELLOW-GREEN BACKGROUND Bracket 375 3-2mm Ø GI Bolt with 100 nuts and washers 650MM 600MM 25 438 750 ROAD SIGN 550 550 550 100 450 mm 375 125 450 mm
Variable 100 100 100 Bracket Railing 25 125 500 125 PEDESTRIAN 38 W6-1 4MM THK. ALUMINUM COMPOSITE PANEL (ACP) - NO RIVETS, BLACK RETRO-REFLECTIVE SYMBOLS AND BORDERS ON FLOURESCENT YELLOW SIDE GREEN BACKGROUND SIDE 75mm dia. (3") x 3.10M ga. #40 G.I Pipe, 62 75mm dia. (3") x 3.10M ga. #40 G.I Pipe, 62 15.52 Painted w/ International Orange - 2 Coats VIEW 15.52 Painted w/ International Orange - 2 Coats VIEW 3100MM 3100MM
2200MM (CMYK: 0, 72, 77, 24) as per DPWH 2200MM (CMYK: 0, 72, 77, 24) as per DPWH Department Order No. 74, Series of 2012 300MM Department Order No. 74, Series of 2012 300MM 75mm dia. 75mm dia. G.I. Pipe G.I. Pipe SHEET CONTENT: 12mm dia. 12mm dia. ROAD SIGN DETAILS 150MM Dowels 150MM Dowels
300MM 300MM 300MM 300MM
220MM 220MM FIN. GRADE LINE FIN. GRADE LINE FIN. GRADE LINE FIN. GRADE LINE
PROJECT TITLE
500MM 500MM 500MM 500MM PROCUREMENT AND 375MM 375MM IMPLEMENTATION OF THE 12mm dia x 200mm Dowels 12mm dia x 200mm Dowels (top & bottom) (top & bottom) MAINTENANCE AND REPAIR OF
50MM 50MM MAJOR AND SECONDARY ROADS Concrete Footing (depth & size Concrete Footing (depth & size varies with actual base condition) varies with actual base condition) LOCATION OF PROJECT: Concrete Cover Concrete Cover JOHN HAY SPECIAL ECONOMIC ZONE, BAGUIO CIY NOTED BY:
ENGR. BOBBY V. AKIA CHECKED & APPROVED BY:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 1 ROAD SIGN DETAILS DRAFTED BY: SCALE NTS A12 A 12 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 12 /13 PARTL LANE CLOSURE - 2 LANE, 2 WAY ROAD, LOW SPEED, SHORT TERM TRANSITION AREA
D LATERAL SHIFT WITH TRAFFIC CONTROLLER D SHOULDER
D
D
TRAFFIC CONES TO BE 30m PLACE 3 TO 5 METERS APART
ATTACHED / INSTALL BARRICADE FLASHER LIGHT 30m EVERY 3 TRAFFIC CONES TO IMPROVE VISIBILITY PARTICULARLY AT NIGHT D TIME
D SHOULDER
D
D
NOTE: ADOPT TRAFFIC MANAGEMENT PLAN AS TO SUITABILITY AND SIMILARITY OF SITUATION ON SITE.
ADDITIONAL TRAFFIC SAFETY DEVICES MAY BE INSTALLED AS NEEDED ON SITE.
TRAFFIC MANAGEMENT PLAN MAY BE REVISED WITH THE APPROVAL OF THE PROJECT ENGINEER TO SUIT ACTUAL FIELD CONDITIONS OR TO SUIT PROJECT COMPONENTS AND WORKS ON SITE.
SAFETY BARRIERS/BARRICADES TEMPORARY BOLLARDS CONES H = 750 H = 1000
SHEET CONTENT: TRAFFIC MANAGEMENT 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:
ARCH. LUZVIMINDA M. NIGOS-PANGANIBAN 1 TRAFFIC MANAGEMENT PLAN DRAFTED BY: SCALE NTS A13 A 13 ENGR. LARA MELISSA C. ANTONIO D A T E: 6 OCTOBER 2020 PAGE: 13 /13