REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC … · 2020. 10. 13. · all reinforcing bars...
Transcript of REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC … · 2020. 10. 13. · all reinforcing bars...
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REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
SUBMITTED:
EMMANUEL W. DIAZ, CESE
OIC-ASSISTANT REGIONAL DIRECTOR
DATE:
RECOMMENDED:
RONNEL M. TAN, CESO III
REGIONAL DIRECTOR
DATE:
APPROVED:
C.Y 2021 PROJECT
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING TO DECLARED
TOURISM DESTINATIONS (TOURISM ROAD INFRASTRUCTURE PROGRAM - TRIP)
NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA AND PAO,
DUMALNEG, ILOCOS NORTE
LOCATION: ILOCOS NORTE
STATION LIMITS:
NET LENGTH:
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NOT DRAWN TO SCALE
VICINITY MAP
BALAOAN
SANTOL
SUDIPEN
LUNA
SAN JUAN
BANGAR
BACNOTAN
SAN GABRIEL
BAGULIN
BURGOS
PUGO
ROSARIO
CABA
BAUANG
AGOO
NAGUILIAN
ARINGAY
TUBAO
STO. TOMAS
SAN FERNANDO CITY
CASTRO
RIMOS
STO. ROSARIO
NAGYUBUYUBAN
LUBING
BAGUIO-NAGUILIAN
SAN FERNANDO PORT
PORO POINT
SAN ANTONIO
DAMORTIS TO BAGUIO
MARCOS HIGHWAY
ADAMS
DUMALNEG
CARASI
BURGOS
PIDDIG
DINGRAS
SARRAT
BACARRA
VINTAR
PASUQUIN
BANGUI
PAGUDPUD
LAOAG CITY
SAN NICOLAS
MARCOS
(BANNA) ESPIRITU
NUEVA ERA
PINILI
BADOC
CURRIMAO
BADOC ISLAND
BATAC
SOLSONAPAOAY
BADUANG
BURAYOC
BALAOI
PASALENG
BINDAY
PASALENG BAY
TO CAGAYAN
MASINI
PAREDES
AIR STATION
DAVILA
DIVI
DILAVO
DARISDIS
AGAGA
TUNGEL
LIPAY
KARUSQUIS
ALSEM
BATO
MT. PAO
AMIN
MT. AGANMATA
MT. MASADSADAC
VINTAR DAM
UBOG
MANGITATAYU
QUIOM
BIDDING
LUMBAO
PADONG
MT. SICAPDO
BALLAAG
BINGAO
STO. TOMAS
QUIOM
MADUPAYOS
NAGREBSAN
NASSADAO
SULAT POINT
PORT CURRIMAO
BURAAN
GABU
NABUTAS
LA PAZ
QUIRINO
SINAIT
CABUGAO
SAN JUAN
MAGSINGAL
STO. DOMINGO
SAN ILDEFONSO
PINGET ISLAND
NAGBUKEL
SANTA
NARVACAN
STA. MARIA
LIDLIDDA
BURGOS
BANAYOYO
GALIMUYOD
SANTA CATALINA
CAOAYAN
SAN ESTEBAN
SANTIAGO
CANDON CITY
BANTAY
SAN VICENTE
SAN EMILIO
SALCEDO
CERVANTES
SUYO
ALILEM
STA. CRUZ
TAGUDIN
SUGPON
G. DEL PILAR
SIGAY
STA. LUCIA
BALACBAC
KAPAKAK
PATONG
TO ABRA
CASILI
LAPOG BAY
SALAMAGUE
DACLABANO
SALAMAGUE 1
SULVEC PT.
BAYANGGUI
DAN-AR
QUINIBU
DILI
KIMPUSA
CABUGAO
BUTAC
DARDARAT
TO BENGUET
VIGAN CITY
TAYUG
SAN MANUEL
ASINGAN
STA MARIA
ROSALES
BALUNGAO
SAN NICOLAS
NATIVIDAD
SAN QUINTIN
UMINGAN
LAOAC
SAN JACINTO
MAPANDAN
MANAOAG
STO TOMAS
ALCALA
BAUTISTA
SAN FABIAN
DAGUPAN CITY
BASISTA
URBIZTONDO
MANGALDAN
BAYAMBANG
MALASIQUI
STA. BARBARA
CALASIAO
POZZOROBIO
BINALONAN
VILLASIS
URDANETA CITY
SISON
Hundred Islands
ANDA
BOLINAO
Santiago Island
BUGALLON
SUAL
LABRADOR
MABINI
ALAMINOS CITY
BURGOS
DASOL
INFANTA
AGNO
BANI
SAN CARLOS CITY
MANGATAREM
AGUILAR
BINMALEY
LINGAYEN
RABON
TO BAGUIO
ARTACHO
ESPERANZA
MABILAO
BOLASI
LABAYUG
SAN ROQUE
SAN ROQUE
NUEVA VISCAYA
NUEVA ECIJA
TO TARLAC
TO TARLAC
TO ZAMBALES
REGIONAL MAP of REGION I
SHOWING NATIONAL ROADS
AND DISTRICT BOUNDARIES
THIS SITE
NOT DRAWN TO SCALE
LOCATION MAP
SHEET NO.SET NO.APPROVED:RECOMMENDED:SUBMITTED:REVIEWED:
DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
RONNEL M. TAN, CESO III
REGIONAL DIRECTOR
DATE:
EMMANUEL W. DIAZ, CESE
OIC- ASSISTANT REGIONAL DIRECTOR
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
ABRELAINE L. HIPOL
ENGINEER II
CATHERINE R. BANGAYAN
DRAFTSMAN II
JOSE B. EGUILOS, JR.
CHIEF, HIGHWAYS DESIGN SECTION
CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING
TO DECLARED TOURISM DESTINATIONS (TOURISM ROAD
INFRASTRUCTURE PROGRAM - TRIP)
NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA
AND PAO, DUMALNEG, ILOCOS NORTE
00
LOCATION MAP
VICINITY MAP
3
AutoCAD SHX TextLA UNION 1st
AutoCAD SHX TextLA UNION 2nd
AutoCAD SHX TextILOCOS NORTE 1st
AutoCAD SHX TextILOCOS NORTE 2nd
AutoCAD SHX TextILOCOS SUR 2nd
AutoCAD SHX TextILOCOS SUR 1st
AutoCAD SHX TextPANGASINAN 1st
AutoCAD SHX TextPANGASINAN 2nd
AutoCAD SHX TextPANGASINAN SUB
AutoCAD SHX TextPANGASINAN 3rd
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NOTE: QUANTITY OF VARIOUS WORK ITEMS ARE SUBJECT TO DECREASE OR INCREASE DEPENDING ON THE ACTUAL FIELD CONDITION
1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT
IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE.
2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN
THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB.
3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR
FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT.
4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE
SHALL BE USED FOR THE WHOLE PROJECT.
5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK
IRON FREE FROM RUST AND LINKS.
6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDE
BEFORE OR AFTER AN EXPANSION JOINT.
7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 30-50
PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD
BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC.
8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE.
9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET.
10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES.
12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE
LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER.
13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH
DOWELS IF
JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE
KEYED JOINTS WITH THE BARS.
1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE.
FOR GRAVEL SHOULDER AND 1.5% FOR CONCRETE SHOULDER.
2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION.
3. THE SLOPE OF SHOULDER SHALL ALWAYS FILL IN THE DIRECTION OF
THE OUTSIDE EDGE OF THE TRAVELLED WAY.
4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF
LOWER SHOULDER SHALL BE THE SAME AS FOR THE TRAVELLED WAY.
5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER
SHALL HAVE A SLOPE OF 3%.
6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%.
BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE
-1%.
7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT
6.10 PAVEMENT WIDTH AND NOT ON VARYING PAVEMENT WIDTH DUE WIDENING.
8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING.
9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%.
10. FOR e> 7% SHOULDER SHOULD BE PAVED.
GENERAL NOTES
I. STANDARD SPECIFICATIONS
a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES, AND AIRPORTS, VOLUME II,
REVISED 2013. SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT.
II. DIMENSIONS
III. STATIONINGS
a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE
CENTERLINE OF THE ROAD.
b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE
BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION.
IV. HORIZONTAL CONTROL
a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING
PERMANENT STRUCTURES AT THE PROJECT SITE.
V. VERTICAL CONTROL
a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION OF THE PROJECT
b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT INTERVALS
ALONG THE PROJECT.
VI. HORIZONTAL ALIGNMENT
a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF THE
PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE MAINLY
TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR ADJUSTMENT OF THE
HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT THE ACTUAL
FIELD CONDITION.
VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS
1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND HIGHWAYS, 2013.
2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE POST AND
TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS PROJECT SHALL BE RELOCATED BY
THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO
DAMAGE ANY SECTION OF THE EXISTING PUBLIC UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF
SHALL BE ON THE ACCOUNT OF THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE
REQUIRED SHALL BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT
SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID SCHEDULE.
VIII. DRAINAGE STRUCTURES
1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE CHECKED
IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE APPROVAL OF THE ENGINEER TO SUIT
ACTUAL FIELD CONDITIONS.
2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE ENGINEER TO SUIT
EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER
CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS OTHERWISE SPECIFICALLY
IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE.
3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL
SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE WITHIN THE
PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. EXTREME
PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS DURING THE
REMOVAL AND HANDLING.
IX. STRUCTURAL CONCRETE STRUCTURES
IX.1) CONCRETE
a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF
STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa.
b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL BE 50mm.
ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION AND NO OTHER
ENVIRONMENT HAZARD WILL AFFECT THE POURING.
IX.2) REINFORCING STEEL
a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER THAN
16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL REBARS SHALL BE
FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND WITH CONCRETE.
IX.3) REINFORCING BAR SPLICING
WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO ARTICLE 8.32 ALL
SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS USED INLIEU OF LAPPED
CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE REINFORCING
STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO THE SHAPES AND DIMENSIONS INDICATED ON
THE PLAN UNLESS OTHERWISE PERMITTED. ALL REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD.
WHEN REINFORCING BARS ARE BENT BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE
ENGINEER.
XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)
SIZE OF
BARS
END HOOKSSTIRRUP & TIE
STIRRUP TIE
10
12
16
180° 90° 90° 135° 135°
125
150
175
150
200
250
100
113
150
100
113
138
125
163
200
A
db
Do
db
A
A
db
END HOOK
STIRRUP & TIE HOOK
db
D
db
D
STIRRUP TIE
D = 4 db for db < 20
D = 6 db for db > 30
Do = 6 db for db < 30
Do = 8.7 db for db > 30
X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY)
1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE
FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT LESS THAN 196 KPa. SOIL BORING
TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY
OF SOIL SPOTS UNDER IF THE RESULT IF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW
WHAT IS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING
MATERIALS OR CONCRETE CLASS "B".
2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE
FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL
SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES
AT SUITABLE INTERVALS AND ELEVATIONS.
3. THE DEPTH OF PENETRATION SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND
SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS
4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm.
XII. CROSS SLOPE
BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE REGIONAL OFFICE IN ORDER
THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM
THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN.
A) HOOKS AND BENDS
HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE
Do
C E R T I F I C A T I O N
This is to certify that the Detailed Engineering Surveys and Designs for the project CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS LEADING
TO DECLARED TOURISM DESTINATIONS, NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA AND PAO
with Project ID No.______had been conducted in accordance with the DPWH Standards and Specifications, 2013 edition.
This Certification is being issued for all legal intents and purposes.
Given this ____ day of ____________, year ______.
ALBERTO B. ESQUEJO, JR.
Chief, Planning and Design Division
SUMMARY OF QUANTITIES
a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE BETWEEN CONTROL
POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN PROFILE,AND CROSS SECTION ARE IN
METER AND THE UNIT OF MEASURE AS SHOWN IN THE DETAILS OF STRUCTURES
ARE IN MILLIMETERS.
SHEET NO.SET NO.APPROVED:RECOMMENDED:SUBMITTED:REVIEWED:
DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
RONNEL M. TAN, CESO III
REGIONAL DIRECTOR
DATE:
EMMANUEL W. DIAZ, CESE
OIC- ASSISTANT REGIONAL DIRECTOR
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
ABRELAINE L. HIPOL
ENGINEER II
CATHERINE R. BANGAYAN
DRAFTSMAN II
JOSE B. EGUILOS, JR.
CHIEF, HIGHWAYS DESIGN SECTION
CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING
TO DECLARED TOURISM DESTINATIONS (TOURISM ROAD
INFRASTRUCTURE PROGRAM - TRIP)
NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA
AND PAO, DUMALNEG, ILOCOS NORTE
00
SHEET NO.SET NO.APPROVED:RECOMMENDED:SUBMITTED:REVIEWED:
DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
RONNEL M. TAN, CESO III
REGIONAL DIRECTOR
DATE:
EMMANUEL W. DIAZ, CESE
OIC- ASSISTANT REGIONAL DIRECTOR
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
ABRELAINE L. HIPOL
ENGINEER II
CATHERINE R. BANGAYAN
DRAFTSMAN II
JOSE B. EGUILOS, JR.
CHIEF, HIGHWAYS DESIGN SECTION
CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING
TO DECLARED TOURISM DESTINATIONS (TOURISM ROAD
INFRASTRUCTURE PROGRAM - TRIP)
NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA
AND PAO, DUMALNEG, ILOCOS NORTE
00
4
SUMMARY OF QUANTITIES
GENERAL NOTES
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3.051.00 3.05 1.00
15.00
1
1.5
SLOPE -1.5%
SLOPE -1.5%
S= -2.0% S= -2.0%
ITEM 102 - Excavation
ITEM 200(1) - Aggregate Subbase
Course, thk=200mm
ITEM 105(1)a - Subgrade Preparation
NGL
ITEM 506(1)a - Stone Masonry
Brace Wall
600(4) - Curb and Gutter
ITEM 102 - Excavation
ITEM 200(1) - Aggregate Subbase
Course, thk=200mm
ITEM 105(1)a - Subgrade Preparation
ITEM 506(1)a - Stone Masonry,
Slope Protection with Parapet Wall
RROW
BOUNDARY
RROW
BOUNDARY
TYPICAL CROSS SECTION W/ STONE MASONRY
S C A L E 1 : 40 m
DETAIL OF STONE MASONRY W/ CURB AND GUTTER
S C A L E 1 : 10 m
0.1
5
ITEM 506(1)a - Stone Masonry,
Brace Wall
ITEM 311(1)a - PCCP Shoulder
thk=150mm
600(4) - Curb and Gutter
TYPICAL ROADWAY SECTION
SHEET NO.SET NO.APPROVED:RECOMMENDED:SUBMITTED:REVIEWED:
DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
RONNEL M. TAN, CESO III
REGIONAL DIRECTOR
DATE:
EMMANUEL W. DIAZ, CESE
OIC- ASSISTANT REGIONAL DIRECTOR
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
ABRELAINE L. HIPOL
ENGINEER II
CATHERINE R. BANGAYAN
DRAFTSMAN II
JOSE B. EGUILOS, JR.
CHIEF, HIGHWAYS DESIGN SECTION
CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING
TO DECLARED TOURISM DESTINATIONS (TOURISM ROAD
INFRASTRUCTURE PROGRAM - TRIP)
NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA
AND PAO, DUMALNEG, ILOCOS NORTE
00
5
ITEM 311(1)c1 - PCC Pavement
thk=230mm
ITEM 311(1)a - PCC Pavement
Shoulder, thk=150mm
SEE DETAIL A
SEE DETAIL BSEE DETAIL B
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