DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS...Villa Verde Kasibu Sta. Fe Dargus Maquebenga Old Gumiad...

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE No. IV-A

CAVITE 3RD DISTRICT ENGINEERING OFFICE

CARMONA, CAVITE

C.Y. 2021 PROJECT

DETAILED ENGINEERING DESIGN FOR

ORGANIZATIONAL OUTCOME 2: PROTECT LIVES AND PROPERTIES AGAINST MAJOR FLOODS -

FLOOD MANAGEMENT PROGRAM - CONSTRUCTION / MAINTENANCE OF FLOOD MITIGATION

STRUCTURES AND DRAINAGE SYSTEM - CONSTRUCTION OF FLOOD MITIGATION STRUCTURES

AND DRAINAGE SYSTEMS ALONG BACOOR BOULEVARD ROAD (SOUTH BOUND) K00 15 + (-659) -

K0017 + 630 WITH EXCEPTIONS, BACOOR CITY, CAVITE

ROAD SECTION : BACOOR BOULEVARD

LOCATION : BACOOR CITY, CAVITE

STATION LIMITS : K0015 + (-659) - K0017 + 630

NET LENGTH : 2,010.00 L.M.

ROAD SECTION ID : S04271LZ

SUBMITTED:

REIMART REGIN P. BAUTISTA

OIC, PLANNING AND DESIGN SECTION

DATE:

RECOMMENDED:

JENNIFER F. ALMANZOR

OIC, ASSISTANT DISTRICT ENGINEER

DATE:

APPROVED:

DONNIE D. CUNA

DISTRICT ENGINEER

DATE:

B

1

2




CAVITE 3RD DISTRICT ENGINEERING OFFICECARMONA, CAVITE

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED :

PREPARED :

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

AARON JAY F. FABELLA

ENGINEERING ASSISTANT

KENNETH P. AUSTRIA

ENGINEER II

JESSITO M. BAGUIO JR.

ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER

ORGANIZATIONAL OUTCOME 2: PROTECT LIVES AND

PROPERTIES AGAINST MAJOR FLOODS - FLOOD MANAGEMENT

PROGRAM - CONSTRUCTION / MAINTENANCE OF FLOOD

MITIGATION STRUCTURES AND DRAINAGE SYSTEM -

CONSTRUCTION OF FLOOD MITIGATION STRUCTURES AND

DRAINAGE SYSTEMS ALONG BACOOR BOULEVARD ROAD

(SOUTH BOUND) K00 15 + (-659) - K0017 + 630 WITH EXCEPTIONS,

BACOOR CITY, CAVITE

DATE: DATE: DATE: DATE:

32

INDEX OF DRAWING

1

FRONT PAGE A 1

SET NO. SHEET NO.PAGE TITLE

INDEX OF DRAWING B 2

LOCATION MAP, VICINITY MAP, KEY MAP (PHILIPPINE MAP)

D-1, D-2

3

TOPOGRAPHIC LAYOUT MAP

F-1, F-2

GENERAL NOTES, LEGEND & ABBREVIATIONS5,6

E

G

7

8,9

H-1, H-2

10

SUMMARY OF QUANTITIES

I-1 - I-7

11,12

J-1 - J-3

13 - 19

SCHEDULE OF QUANTITIES

L

20 - 22

29

C-2

INDEX OF DRAWING

K-1 - K-6 23 - 28

M 30

4

TYPICAL DRAINAGE CROSS SECTION

LINE CANAL AND MANHOLE DETAILS

DRAINAGE CROSS SECTIONS

PLAN

PROFILE

DRAINAGE LAYOUT

TRAFFIC MANAGEMENT PLAN

C-1

N-1 31DPWH STANDARD FIELD OFFICE

N-2 32DPWH STANDARD PROJECT BILL BOARD

C

1

3






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

LOCATION MAP

VICINITY MAP

KEY MAP

2

CAGAYANAPAYAO

ILOCOS NORTE

ILOCOS SUR

ABRA KALINGA

MOUNTAINPROV.

ISABELA

LAUNION

PANGASINAN

IFUGAO

BENGUET

NUEVAVIZCAYA

NUEVAECIJA

QUIRINO

AURORA

TARLAC

ZAMBALES PAMPANGA

BULACAN

BATAAN

LAOAG

IBA

KABUGAO

TUGUEGARAO

BANGUEDVIGAN

SAN FERNANDO

LINGAYEN

TABUK

BONTOC

ILAGAN

LAGAWE

LA TRINIDAD

BAYOMBONG

CABARROGUIS

TARLAC

PALAYAN

SAN FERNANDO

MALOLOS

BALANGA

BALER

CAVITE

RIZAL

QUEZON

BATANGAS

LAGUNA

TRECE

MARTIRES

STA. CRUZ

LUCENA

BATANGAS

Pasuquin

Culili Pt.

S.Nicolas

Burgos

Pagudpud

Bangul

Dumalneg

Bacarra

Vintar

Sarrat

Paoay

Currimao

Pinili

Batac

Marcos

Dingras

Pidding

Espirito

Carasi

Solsona

Badoc

Sinait

Cabugao

San Juan

Magsingal

Sto. Domingo

San. Vicente

Caoayan

Bolinao

Anda

Bani

Alaminos

Agno

Borgus

Dasol

Infanta

Mabini

Sual

Labrador

Bugalyon

Aguilar

Sn. Clemente

Mangatarem

Urbiztondo

Basista

Malasiqui

Manaoag

Binmaley

Sison

Pozorrubio

Binalunan

Sn.Manuel

Sn.Nicolas

Natividad

Tayug

Asingan

Sta.Maria

Umingan

Villasis

Sn.Fabian

ORIENTALOCCIDENTALMINDORO

MINDORO

MARINDUQUE

ROMBLON

CAMARINESNORTE

CAMARINES SUR

CATANDUANES

ALBAY

SORSOGON

MASBATE

PALAWAN

BOAC

DAET

PILI

LEGAZPI

SORSOGON

VIRAC

MASBATE

ROMBLON

CALAPAN

MAMBURAO

BATANGAS

NORTHERN SAMAR

EASTERNSAMAR

SAMAR

BILIRAN

LEYTE

SOUTHERNLEYTECEBU

BOHOLNEGROSOCCIDENTAL

NEGROSORIENTAL

ILOILO

CAPIZ

AKLAN

ANTIQUE

PANAY

GUIMARAS

CATARMAN

BORONGAN

CATBALOGAN

NAVAL

TACLOBAN

MAASIN

TAGBILARAN

CEBU CITY

DUMAGUETE

SIQUIJOR

SIQUIJOR

BACOLOD

ILOILO CITY

JORDAN

PASSI

ROXAS

KALIBO

SAN JOSE DE

BUENAVISTA

PAGADIAN

DIPOLOG

OROQUIETA

TUBOD

MARAWI

ILIGAN

CAGAYAN

DE ORO

MALAYBALAY

BUTUAN

SURIGAO

TANDAG

PROSPERIDAD

NABUNTURAN

TAGUM

MATI

KIDAPAWAN

SHARIFF

AGUAK

ISABELA

JOLO

PANGLIMA

SUGALA

SURIGAODEL NORTE

SURIGAODEL SUR

AGUSANDEL NORTE

AGUSANDEL SUR

MISAMISORIENTAL

MAMBAJAO

MISAMISOCCIDENTAL

LANAODEL NORTE

LANAODEL SUR

BUKIDNON

DAVAO

COMPOSTELAVALLEY

DAVAOORIENTAL

(NORTH)COTABATO

MAGUINDANAO

SULTAN KORONDAL

ISULAN

KUDARAT

SOUTHCOTABATO

ALADEL

SARANGANI

DIGOS

GEN.

SANTOS

DAVAODEL SUR

(XII)

(XII)

ZAMBOANGADEL NORTE

ZAMBOANGADEL SUR

SULU

TAWI-TAWI

REGION I REGION II

REGION III

REGION IV

LU

Z

O

N

SE

A

LUZON

NCR

CAR

REGION VI

REGION VIII

REGION VI

VISAYAS

REGION VIIREGION XIII(CARAGA)

REGION X

REGION XII

REGION IX

MINDANAO

ARMM

REGION XI

P AL

AW

N

A

AP

AS

SG

E

PH

II

LI

PP

NE

E S

A

S U

UL

S

EA

M I N D A ON A AES

Rosario

Sto.Tomas Pugo

Agoo

Tubao

Aringay

Caba

Bauang

Burgos

Naguilian

S.Juan

Bacnotan

S.Gabriel

Santol

Balaoan

Luna

Bagulin

Bangar

Sudipen

Tagudin

Suyo

Cervantes

Sta.Cruz

Sta.Lucia

Sugay

Salcedo

Gregorio

del PIlar

Quirino

Candon

Galimuyod

Santiago

S.Emillio

Lidlidad

San Esteban

Sta.Maria

Narvacan

Nagbukel

Santa

Sta.Catalina

Bantay

S.Ildefonso

Katipunan

Manukan

Roxas

Polanco

Rizal

Pinan

La Libertad

Mutia

Segio Osmenia

Sapang

Dalaga

Calamba

Plaridel

Lopez Jaena

Aloran

Panaon

Jimenez

Sinacaban

Tudela

Clarin

Bonifacio

Tambulig

Ramon Magsaysay

Mahayag

Dumingas

Aurora

Labangan

Tacuran

Dumalinao

Sindangan

Salug

Guilingan

Bayug

Kumalarang

San Pablo

Dinas

San Miguel

Lapuyan

Margosatubig

Dimataling

Tabina

Alicia

Olutanga

Mabuhay

Payao

Malangas

Imelda

Buug

Piplahan

Siay

Liloy

Kabasalan

Titay

Ipil

Naga

Labason

Siocon

Siraway

Palapag

Mapanas

Gamay

Lapinig

Arteche

San Policarpio

Oras

Dolores

Can-avid

Talt

Sulat

S.Julian

Maydolong

Balangkayan

Llorente

Hernani

Gen. Mac Arthur

Quinapondan

Salcedo

Mercedes

Guiuan

Gipolos

Balangiga

Lawa-an

Marabut

Catubig

Las Navas

Pambuyan

Bobon

Rosario

Allen

Sta. Margarita

Matuguinao

Basey

Talalora

Villareal

Daram

Zumarraga

S.Sebastian

Paranas

Mondragon

S.Antonio

Capul

San Isidro

Calbayog

Gandara

Cagpipi

Gelino

Mojon

Jipadpad

Tumaros

Tagaslian

Palo

Tolosa

Julita

Mayorga

Burauan

Tabontabon

Dagam

Pastrana

Jaro

Barugo

Capoocan

Kanagga

Leyte

Villaba

Tabango

S.Isidro

Calubian

Biliran

Culaba

Caibiran

Cabugayan

Kawayan

Almeria

Palompon

Isabel

Merida

Ormoc

Javier

Abuyog

Baybay

Hilapnitan

Inopacan

Hindang

Hilongo

Bato

Matalom

Macrohon

Padre Burgos

Matildog

Pintuyan

Liloan

S.Francisco

T.Copus

Libagon

St.Bernard

San Juan

Sogod

Hinundayan

Mac Arthur

Pinagmuhaan

Tambo

Esperanza

S. Francisco

Poro

Tudela

Mercedes

Consuelo

Lilo-an

Consolacion

Carmen

Compostela

Danao

Danasan

Binongcalan

Catmon

Sogod

Caritad

Cabalawan

Borbon

Tabogon

Bago

Medellin

San Remegio

Daanbatayan

Calape

Bagay

Taplon

Paypay

Batad

Maraat

Olivo

Logo

Tabuelan

Tuburan

Plaridel

Asturias

Balamban

Toledo City

Bato

Tajao

Pinamungahan

S.Fernando

Naga

Talisay

Carcar

Tapal

Aloguinsan

Barili

Damanjug

Ronda

Alcantara

Moalboal

Badian

Sibunga

Dalaguete

Alcoy

Boljoon

Oslob

Samboan

Ginatilan

Malabuyoc

Santander

Alegria

Argao

El Prado

Caceras

Luka

Mandaue

Cordova

Mingianilla

Baclayon

Albuquerque

Loay

Loboc

Lila

Dimiao

Valencia

Janga

Duero

Anda

Mabini

Balilihan

Batuan

Bilar

Sierra Bullones

Pilar

Maribojoc

Loon

Calape

Tubigon

Clarin

Inapanga

Danao

Dagohoy

S. Miguel

Trinidad

Jetafe

Talibon

Pres. C. P. Garcia

Alicia

Enrique Villanueva

Maria

Lazi

Daulin

Larena

Paliton

Catulayan

Kalango

Zamboanguita

Siaton

Bonawon

S.Francisco

Menalongon

Sta. Catalina

Bayawan

Basay

Calipapa

Hinoba-an

Pamplona

San Jose

Tanjay

Amlan

Bais

Manjuyod

Mabinay

Bindoy

Ayungon

Tayasan

La Libertad

Guihuingan

Canlaon

San Carlos

La Carlota

Isabela

Moises Padilla

La Castellana

Calatrava

Tigbao

Toboso

Tinubagan

Escalante

Rizal

Fabrica

Cervantes

Cadiz

Sagay

Victorias

Manapla

E.B.Magalona

Silay

Talisay

Pulupandan

Valladolid

Bago

S.Enrique

Pontevedra

Hinigaran

Binalbagan

Himaymaylan

Ilog

Kabankalan

Cauayan

Sipalay

Candoni

Inayanan

Murcia

Nueva

Valencia

Alegria

Buenavista

Oton

S.Miguel

Paya

Leganes

Dumangas

Barotac

Nuevo

New

Lucena

Potoran

Anilao

Banate

Barotac Viejo

Dingle

Mina

Zarraga

Cabatuan

Alimodian

Maasin

Janiuay

Badiangan

Dueñas

Limbunao

Dueñas

S.Enrique

S.Rafael

Ajuy

Concepcion

S.Dionisio

Lemery

Sara

Batad

Balasan

Carles

Pilar

Pres. Roxas

Pontevedra

Panay

Ivisan

Sapi-an

Ma-ayon

Cuartero

Dumarao

Dao

Dumatag

Tapaz

Sigma

Jaraindan

Mambusao

S.Joaquin

Toblas Formier

Anini-y

Miagao

Guimbal

Igbaras

Tubungan

Leon

Hamtic

Sibalom

Belison

S. Remigio

Patnongon

Valderama

Bugasong

Laua-an

Barbaza

Tibiao

Culas

Sebaste

Pandan

Libertad

Caluya

Malay

Nabas

Ibahay

Tangalan

Makato

Lezo

Malinao

Banga

Balete

Madalag

Libacao

Batan

New Washington

Altavas

Callan

Bacalan

Nava

Tono

Batonan

Maybonga

S. Carlos

S. Roque

Unidos

Union

ManocManoc

Sibay

Cobiado

Harigue

Buenavista

Sibay

Alegria

Tinabooc

Semirara

Paua

Magsaysay

Baoran

Agutaya

Villa tria

Manamoc

Bantayan

Madridejos

Sta. Fe

Banukan

PHILIPPINE MAPSanchez-Mlra

Pamplona

Abulug

Ballesteros

FUGA ISLAND

CALAYANISLAND

DALUPIRIISLAND

BABUYANISLAND

BATANISLAND

BALINTANGISLAND

SABTANGISLAND

IBUHOS ISLAND

BASCO

Ivana

Uyugan

ITBAYATISLAND

Y'umi Island

North Island

Mubudis Island

Siayan Island

Itbayat

DIOGO ISLAND

CAMIGUINISLAND

PALAUI ISLAND

Aparri

Calmilaniugan

Lai-lo

Alacapan

Buguay

Sta. Teresita

Tapal

Gonzaga

Magim

Bawa

Casamalangan

Lasam

Gamaran

Pudial

Luna

Calanasan

Baggao

Amulung

Iguig

Santo Niño

Solana

Piat

Peñablanca

Alcala

Rizal

Claveria

Sta.

Praxedes

Enrile

Sta. Maria

Cabagan

San Pablo

Sto. Tomaso

Quezon

Delfin Albano

Tumauini

Mallig

Quirino Burgos

Roxas

Gamu

Naguilian

Benito

Soliven

S. Mariano

San Manuel

Aurora

Luna

Cauayan

Cabatuan

Reina

Mercedes

Palanan

Maconacon

Disulap

Gangalan

Dicamary

Alicia

S. Jose

Echague

Angadanan

Ramon

Santiago

Cordon

Jones

S. Agustin

Diffun

Dinapigui

Bagabag

Quezon

Solano

Ambagulo

Divilican

Dilasag

Casiguran

Maddela

Dinalungan

Dupax del Norte

Villa Verde

Kasibu

Sta. Fe

Dargus

Maquebenga

Old Gumiad

Cagandiangan

Pugo

Saguday

Cawayan

Maria Aurora

San Luis

Calabgan

Dinipan

Dingalan

Conner

Tineg

S. Juan

Dolores

La Paz

Danglas

Lagayan

Lacub

Licuan-Baay

Tayum

S. Quintin

Sallapadan

Manabo

Boliney

Luba

Pilar

Villaviciosa

Pinukpuk

Pangul

Rizal

Balbalan

Pasil

Lubuagan

Tanudan

Paracelis

Tinglayan

Sadanga

Besao

Sagada

Tadian

Bauko

Sabangan

Barlig

Natonin

Baguio

Mayayao

Alfonso Lista

Banaue

Hungduan

Kiangan

Lamut

Diadi

Mankayan

Bakun

Buguias

Kibungan

Kabayan

Atok

Sablan

Tublay

Tuba

Itogon

Dipaculao

San Jose

Cabanatuan

Carranglan

Lupao

Muñoz

Pantabangan

Rizal

Bongabon

Llanera

Laur

Talugtug

Cuyapo

Nanpicuan

Gumba

S. Domingo

Ge. M.

Natividad

Quezon

Talavera

Licab

Zaragoza

Aliaga

Gabaldon

Sta. Rosa

S. Leonardo

Reñarada

Gen. Tinio

Jaen

Gapan

S. Antonio

S. Isidro

Cabiao

Bautista

San Carlos

Dagupan

Urdaneta

Sta. Ignacia

Paniqui

Geroñia

Rura

Arao

Camiling

Mayantoc

Victoria

La Paz

Concepcion

Capas

Bamban

Sta. Cruz

Lucapon

S.Lorenzo

Masinloc

Candelaria

Palauig

Botolon

Cabangan

Balintagac

S. Felipe

S. Narciso

S. Antonio

S. Marcelino

Castillejos

Subic

Floridablanca

Hermosa

Olongapo

Abucay

Samal

Orani

Morong

Bagac

Pilar

Orion

Mariveles

Limay

Saysai

Cabraban

Angeles

Arayat

Sta. Ana

S.Simon

Baliuag

Macabebe

Masantol

Hagonoy

Plaridel

S. Miguel

S. Ildefonso

S. Rafael

Angat

Bustos

Pandi

Sta. Maria

Pinotpandian

Quinasactan

Maligayo

Tamala

General Nakar

Infanta

S. Cristobal

Dalahican

Real

Kiloloron

Tignuan

Calasamanga

Magdalo

Tugpan

Polillo

Sabang

Bisliang

Bansalaguin

Burdeos

POLILLOISLAND

San Jose

del Monte

Rodriguez

San Mateo

Obando

Malabon

Navatos

Kalookan

Marikina

Quezon City

Antipolo

Pasay

Cavite City

Baras

Tanay

Pililla

Angono

Binangonan Cardona

S. Pedro

Jalajala

Famy

Pangil

Pakil

Paete

Sinoloag

Mabitac

Kalayan

Lumban

Pagsanjan

Pagsanjan

Biñan

Sta. Rosa

Imus

Dasmariñas

Naic

Carmona

Noveleta

Rosario

Tanza

Los Baños

Ternate

Maragondon

Indang

Magallanes

Amadeo

Alfonso

Gen. E.

Aguinaldo

Nasugbu

Calaca

Calatagan

Balayan

Taal

S. Luis

Agoncillo

Sta.

Teresita

Tuy

Lian

Bauan

Mabini

Lobo

Taysan

Rosario

Alaminos

S. Antonio

Padre Garcia

S. Jose

S. Juan

Ibaan

Lipa

Tagaytay

San Pablo

Magdalena

Luisana

Aganapol

Mauban

Sampaloc

Lucban

Tayabas

Dolores

Mate

Sariaya

Tiaong

Candelaria

Padre Burgos

Perez

Alabat

AlabatIsland

Gordon

Sabang

Quezon

Apad

Olong-tano

Atimonan

Plaridel

Gumaca

Agdangan

Unisan

Pitogo

Macalelon

General Luna

Lopez

Catanauan

Calauag

Guinangayan

Tagkawayan

Negrito Camp

Itoc

Capalonga

Tansa

Jose

Panganiban

Paracale

Labo

Pilanay

Vinzons

Talisay

Mercedes

Basud

S. Vicente

San Lorenzo Ruiz

Pambuhan

Siruma

Dei-Gallego

Ragay

Colasi

Sipocot

Lapi

Cabusao

Libmanan

Calabanga

Bombon

Tinambao

Magarao

Magtan

Canaman

Gainza

Pamplona

S. Fernando

Pasacao

Minalabac

Milaor

Buudan

Garchitorena

Lagonoy

Goa

S. Jose

Tigaon

Sagnay

Presentacion

Caramoan

Pandan

Bagamanoc

Panganiban

Viga

Gigmoto

Baras

Bato

San Andreas

Gitoma

Bugao

Tubli

Quezon

Bocon

S. Miguel

Caramoran

Marilima

Ocampo

Baao

Nabua

Iriga

Bula

Balatan

Tiwi

Malinao

Polangui

Libon

Oas

Ligao

Guinobatan

Tabaco

Malilipot

Bacacay

Santo Domingo

Manito

Daraga

Jovellar

Pio Duran

Castillia

Pilar

Donsol

Magallanes

Casiguran

Bacon

Gubat

Barcellona

Bulusan

Bulan

Irosin

Sta. Magdalena

Matnog

Esperanza

Placer

Cawayan

Pio V.

Corpuz

Catalngan

Dimasalang

Uson

Mobo

Omidep

Baleno

Aroroy

Mataba

Milagros

Balud

Monreal

S. Jacinto

S. Fernando

Butuan

TICAO ISLAND

Pierto Diaz

Rapu-Rapu

S. Pascual

Claveria

BURIAS ISLAND

Buenavista

Doongan

Camugao

S. Narciso

San Andres

Casay

Pugon

Tayuman

Binay

Basan

Mulanay

Sta. Cruz

Mogpog

Gasan

Buenavista

Nook

San Francisco

Torrijos

Sayao

Lusok

Matoyatoya

Lubang

Looc

Paluan

Abra

de Ilog

Calamintao

Amnay

Gulo

Alibug

Sta. Teresa

Ilin

Labangan

Puerto Galera

San Teodoro

Baco

Naujan

Victoria

Pola

Socorro

Pinamalayan

Makati

Sta. Cruz

Sablayan Bansud

Bongabong

Roxas

Mansalay

Balatasan

Bulalakao

Bulogo

Culasi

Magsaysay

Rizal

Calintaan

Magdiwang

San Fernando

Silum

Cambalo

Agtiwa

Lumbang

Mabolo

Otod

Cajidiocan

Corcuera

Concepcion

Calatrava

Linawan

S. Agustin

San Andres

Odiongan

Looc

Alcantara

Sta. Fe

San Jose

Cauayan

Binongaan

Bachauan

Libertad

TugdanBuenavista

Banton

Coron

Busuanga

Culton

Cherry

Minit

Bintuan

Concepcion

Guadalupe

Linapacan

Binalan

Maroyogroyog

Culaylayan

Sta. Monica

Sibaitan

Tiniguiban

El Nido

Mabini

Silanga

Palarican

Taboy

Langi-langiban

Taytay

San Vicente

Bato

Calauag

Dumaran

Araceli

Danlig

Inandeng

Illan

Roxas

Barton

Malcampo

Caramay

Tulariquin

Babuyan

Salvacion

Sacungan

Aborian

Apurahuan

Cabigaan

Magbaelo

Narra

Tagbayong

Quezon

Safronio Española

Brookes Point

Pulot

Saraza

Rizal

Bataraza

Sarap

Coral

Katipunan

Bugsuk

Ramos

Balacbac

Cuyo

Roseller Lim

Tungawan

Danganum

Sibuco

Mamawan

Tamlon

Panubigan

Daap

Cabaluay

Mercedes

S. Ramon

Tinuba

Patalon

Ayala

Landang

Tambunan

Amoyloi

Lamitan

Tuburan

Maloso

Zamboanga City

Panuan

Luuk

Panamao

Pata

Pitogo

Diga

Tandu

Talipao

Parang

Maimbung

Patikul

Lugus

Tapul

Alu Duyong

Pangpang

Siasi

Pisak-pisak

Sipanding

Tandubas

Sapa-Sapa

Latuan Hea

South Libian

Tataan

Pahahpaan

Bato-bato

Baroy

Kolambugan

Maigo

Kapatogan

Bacolod

Linamon

Balo-I

Saguiiran

Bubong

Ramain

Taraka

Rosario

Baungon

Libertad

Gitagum

Initao

Naawan

Manticao

El Salvador

Laguindingan

Libona

Sumilao

Malitbog

Manolo Fortich

Lantapan

Malabang

Balabagan

Buldon

Parang

Sultan kudarat

Cotabato City

Linek

Talayan

Upi

Datu

Piang

Sutton sa Barengis

Pigkawayan

Libungan

Carmen

Kabacan

Matalam

Pagalungan

Pikit

Palandoc

Korropi

Irurus

Banisilan

Kalauaig

Dangcagan

Kibawe

Damulog

Nongnongan

Kalilangan

Maramag

Bacasanon

Tinago

Dulugan

Lumintao

Malambago

Valencia

Alanib

Linabo

Lumbayao

Dalwagan

Impasugong

Tagoloan

Sayawan

Calabugaw

Villanueva

Claveria

Jasaan

Balingasag

Lagonglong

Salay

BInuangan

Sugbonkogon

Kinogitan

Balingoan

Talisayan

Medina

Kolibog

Kataringan

Gingoog

Odiongan

Magsaysay

Carmen

Nasipit

Buenavista

Loreto

Calbayog

Rizal

Tubajon

Libid

Arellaño

Melgar

Wilson

Boa

Cagdianao

Del Carmen

Sta. Monica

Sta. Monica

San Isidro

Pilar

Gen. Luna

San Francisco

Tagaran-an

Placer

Sison

Bacuag

Gigaquit

Mainit

Malimono

Tubod

Alegria

Tigbao

Jubgan

Claver

Kicharao

Masgad

Pili

San Vicente

Jabonga

Jaliobong

Bangonay

SantiagoSan Vicente

Binuangan

Patigan

Tubay

Cabadbaran

Santiago

Magallanes

Sta. Ana

A. Luna

Agay

Bugabus

Las Nieves

Verdu

Bayugan

Bunaquit

Balete

Maasin

Esperanza

Carrascal

Cantillan

Madrid

Lanuza

Cortes

Cabangahan

Bitaogan

Tigao

Matho

Kayogyog

Alba

Umalag

Tago

Bayabas

Gagwait

Marihatag

S. Miguel

San Agustin

Sta. Cruz

San Isidro

Salvation

Lianga

Barbon

S. Francisco

Barobo

Gamul

Tagbina

Soriano

Hinatuan

Bunaquit

Rosario

La Paz

Loreto

Bunawan

Talacogon

Bislig

Lingig

Libertad

Tudela

S. Igancio

Barcelona

Jaguimitar

Veruela

Trento

Sta.Josefa

Laak

Moncayo

Boston

Panaypayan

Nva.Gracia

Walve

Binucayan

Halapintan

Comota

Batang

Kapalong

Tagpani

Cateel

Baganga

Caraga

Manay

Dapnan

Migit

S. Fermin

Manreza

Holy Cross

Segidan

Tarrgona

Banay

Manay

Manay

Manay

Banay

Davao City

Pantukan

Panabo

Carmen

Kapalong

Sto.Tomas

Babak

Kaputi-an

Lamiawan

Asunsion

New Corella

Mawab

Hijo

Maco

Mabini

Montevista

Compostela

New Bataan

Mandaayat

Datu Gulbu

Tangnanan

Magnaga

Lawaan

Mongon

Strib

Bungalum

Calinan

Bungan

Kulapu

Kabatokan

Angsikan

Datu Onot

Magpet

Alibayan

Manaboan

Paco

M'lang

Tulunan

Makilala

Darape

Malasita

Balatokan

Matanao

Bansalan

Datu Ungo

Sta.Cruz

Astorga

Tagulaya

Padada

Malalag

Sta.Maria

Malita

Sulop

Hagonoy

Kabatawan

Jose Abad

Santos

Sarangani

Glan

Malapatan

Maasim

Kiamba

Maitum

Palimbang

Lebak

Kalamansig

Ampatuan

Columbio

Lutayan

Buluan

Tacurong

Tantangan

Norala

Surallan

Sapali

Tampakan

Tupi

Polomolok

T'boli

Lawa

Kalian

Linadasam

Lawayon

Mangili

Kalaka

Tacalma

Kubalen

Belomala

Lampare

Kling

Lumuyan

Panalog

Daliao

Kapala

Punsad

Margus Grande

Mudan

Malabog

Fort Holland

Noing

Kalbay

Maybio

Bato

Tomanao

Tubay

Kalimba

Baliango

Kanipan

Kulaman

Borong

Balinwang

Nuling

Buenavista

Dapitan

Provincial Capital

Legend

Provincial CityMunicipalityAirportHighway 4 lane concreteMaharlika Highway asphalted1st Class Concrete or asphalted2nd Class asphaltedProvincial BoundariesRegional Boundaries

M.MANILA

Sanga-sanga

BONGAO

C E

EB

L E

S

SE

A

CORREGIDOR

KEY MAP (PHILIPPINE MAP)

SCALE: NOT TO SCALE

C

3

VICINITY MAP

SCALE: NOT TO SCALE

C

2

LOCATION MAP

SCALE: NOT TO SCALE

C

1

END OF PROJECT

K0017 + 630

START OF PROJECT

K0015 + (-659)

PROJECT SITE

LOCATION OF

PROJECT

D

1

5






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

GENERAL NOTES

LEGENDS AND ABBREVIATIONS

2

ACP

CUT AND FILL SECTION

BENCH MARK

RECTANGULAR CULVERT

(PLAN)

FLOW

(PLAN)

PIPE CULVERT EXISTING

PIPE CULVERT NEW

EXISTING PCCP

PARAPET WALL PLAN

GOOD / NEW PCCP

PROPOSED BRIDGE

RROW

LENGTH OF VERTICAL CURVE

POINT OF INTERSECTION

P I

ORIGINAL GROUND

( PLAN )

KM

KILOMETER POST

7

(EXISTING)

NORTH SIGN

R2

K0061 + 100

STATION

C

R1

REFERENCE POINT

COMMERCIAL

RIVER / CREEK

TREES EXISTING BRIDGE

ROAD SIGN

PROJECT ROAD

STONE MASONRY

(PLAN)

KM

4 9

(PROFILE)

PLAN FULL KM STATION

CL

PIPE CULVERT NEW

GROUTED RIPRAP EXISTING

(PLAN) (PROFILE)

PIPE CULVERT EXISTING

AZIM

BLDG

BM

BOQ

BR

BRDY

BRGY

BVCE

BVCS

BW

CIM

CL

cm

CS

CU

D

DIST.

DLI - 01

DPWH

E

e

EB

ELEV.

EXTG.

g

HOR

I

I I E

INT'L

KMS

L

Lc

Lm

LT

LVC

M

ASPHALT CONCRETE PAVEMENT

AZIMUTH

BUILDING

BENCH MARK

BILL OF QUANTITIES

BRIDGE

BOUNDARY

BARANGAY

BEGIN OF VERTICAL CURVE ELEV.

BEGIN OF VERTICAL CURVE STATION

BOTHWAYS

CURB INLET MANHOLE

CENTERLINE

CENTIMETER

CURB TO SPIRAL

CULVERT

DEGREE OF CURVE

DISTANCE

DRAINAGE MANHOLE MEMBER

DEPARTMENT OF PUBLIC WORKS AND HIGHWAY

EXTERNAL DISTANCE/EASTING

SUPERELEVATION

EAST BOUND

ELEVATION

EXISTING

GRADIENT

HORIZONTAL

INTERSECTION ANGLE

INLET INVERT ELEVATION

INTERNATIONAL

KILOMETERS

LEFT/LENGTH

LENGTH OF HORIZONTAL CURVE

LINEAR METER

LEFT

LENGTH OF VERTICAL CURVE

METER

Max

MH

mm

Mo

MUN

NB

O.C.

OIE

PC

PCCP

PI

PT

PVI

PVC

PVT

R

RC

RCBC

RCPC

RD

RROW

RT

S

SB

SHLDR

STA

STD

SW

T

TBM

VC

VERT , V

W

WB

WW

N C

MAXIMUM

MANHOLE

MILLIMETER

MIDDLE ORDINATE

MUNICIPAL

NORTH BOUND

ON CENTER

OUTLET INVERT ELEVATION

POINT OF CURVATURE

PORTLAND CONCRETE CEMENT PAVEMENT

POINT OF INTERSECTION

POINT OF TANGENCY

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVE

POINT OF VERTICAL TANGENCY

RADIUS

REINFORCED CONCRETE

REINFORCED CONCRETE BOX CULVERT

REINFORCED CONCRETE PIPE CULVERT

ROAD

ROAD RIGTH - OF - WAY

RIGHT

NORMAL CROSSFALL

SOUTH BOUND

SHOULDER

STATION

STANDARD

SOUTH WEST

TANGENT

TEMPORARY BENCH MARK

VERTICAL CURVE

VERTICAL

WIDENING

WEST BOUND

WINGWALL

DIAMETER

NORMAL CROWN

N

LEGEND :

ABBREVIATIONS:

GENERAL NOTES

1.0 SPECIFICATIONS :

2.0 DIMENSIONS :

1.1 ALL WORKS SHALL COMPLY WITH THE " DPWH STANDARD SPECIFICATIONS , 2013 EDITIONS , VOLUME II - HIGHWAYS ,

BRIDGES AND AIRPORTS " , SPECIAL PROVISIONS ANDSUPPLEMENTAL SPECIFICATIONS TO THIS PROJECT .

2.1 ALL DIMENSIONS ARE IN METERS UNLESS OTHER SPECIFIED.

2.2 DIMENSIONS ON DRAINAGE , TYPICAL ROAD SECTION AND STANDARD DRAWINGS ARE IN MILLIMETERS UNLESS OTHERWISE

INDICATED ON THE DRAWINGS .

3.0 STATIONINGS AND RADIUS OF HORIZONTAL CURVE :

3.1 THE STATIONINGS OF HORIZONTAL ALIGNMENT OF THE PROJECT ROADS ARE RELATIVE TO THE CENTERLINE SHOWN ON THE PLANS.

3.2 STATIONINGS OF CIM, MH AND OTHER STRUCTURES ARE RECKONED AT THE STATIONINGS OF THE CENTERLINE SHOWN ON THE PLANS.

3.3 THE RADIUS OF HORIZONTAL CURVE SHOWN ON THE PLAN WERE BASED ON THE LAID-OUT ROADWAY CENTERLINE.

4.0 HORIZONTAL CONTROL :

4.1 HORIZONTAL GROUND CONTROLS SHALL BE ESTABLISHED AT OR NEAR AN ACCEPTABLE VICINITY OF SUBJECT PROJECT USING

SECONDARY TRAVERSE PRECISION AND ACCURACY. EXISTING BUREAU OF LANDS LOCATION MONUMENTS (BLLMS), MUNICIPAL

BOUNDARY MONUMENTS (MBM), BARRIO BOUNDARY MONUMENTS (BBM) TRIANGULATION STATIONS WITHIN THE PROJECT SHALL

BE MADE PART OF THE PROJECT CONTROL. THE HORIZONTAL GROUND CONTROLS SHALL BE CONNECTED TO THE PREVIOUSLY APPROVED

BLLM'S AND/OR TRIANGULATION STATIONS OR HIGHER ORDERS ESTABLISHED BY THE BUREAU OF COAST AND GEODETIC SURVEY.

4.2 HORIZONTAL TRAVERSE MUST BE TIED TO A GPS STATION ESTABLISHED IN THE PROJECT ROAD. PRIMARY TRAVERSE STATION SHALL

BE ESTABLISHED USING CONCRETE MONUMENT OF DIMENSIONS 20 CM X 20 CM X 60 CM WITH 10 MM DIAMETER, 60 CM LONG STEEL

BAR EMBEDDED AT THE CENTER OF THE MONUMENT.

4.3 INDICATED AZIMUTH OF LINES ARE TRUE AZIMUTH BASED FROM THE GPS STATIONS ESTABLISHED ALONG THE ROAD.

5.0 VERTICAL CONTROL :

5.1 A VERTICAL GROUND CONTROL SYSTEM SHALL BE ESTABLISHED FOR THE ENTIRE PROJECT WHICH WILL BE CONNECTED AND

REFERRED TO AT LEAST THREE (3) EXISTING BENCHMARKS (BM). ALL ELEVATIONS SHALL BE REFERRED TO A REFERENCE DATUM

PLANE, EITHER THE MEAN SEA LEVEL (MSL) OR THE MEAN LOWER LOW WATER (MLLW) AS ESTABLISHED BY THE THE BUREAU OF

COAST AND GEODETIC SURVEY. IN ALL CASES, THE DATUM PLANE SHALL BE CLEARLY INDICATED IN THE SURVEY PLANS.

5.2 WHEN LEVELING ALONG A HIGHWAY OR A WELL DEFINED ROAD, THE ELEVATION OF THE TOP ROAD HAS TO BE DETERMINED BY

MEANS OF EXTRA FORESIGHTS. IN FRONT OF EACH RAILROAD STATION OR AT EACH INTERSECTION RAILROAD, ROAD OR HIGHWAYS,

AT PRINCIPAL FORKS, AT WELL DEFINED ANGLES IN THE ROAD, AT POINTS OPPOSITE INTERSECTING FENCE LINES DEFINED BY TREES

OR BRUSH, AT POINTS OPPOSITE INTERSECTING FENCE LINES DEFINED BY TREES OR BRUSH, AT POINTS OPPOSITE SHARP BOUNDARIES

BETWEEN CLEARED AND ERODED AREA AND AT BRIDGE FLOORS.

6.0 ELEVATIONS AND GRADES :

6.1 FINISHED GRADE ELEVATIONS ARE RELATIVE TO CENTERLINE OF EACH ROAD .

6.2 THE ELEVATIONS SHOWN ON THE ORIGINAL GROUND ON THE PLAN AND PROFILE ARE RELATIVE TO CENTERLINE OF THE ROAD.

7.0 ROAD CONNECTIONS AND PRIVATE ENTRANCES.

7.1 APPROACHES AND CONNECTIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR AS SHOWN ON THE PLAN OR AS DIRECTED

BY THE ENGINEER IN SUCH MANNER AS ENSURE SMOOTH CONNECTION AND RIDING QUALITY.

7.2 EXACT LOCATIONS OF INTERSECTIONS ROAD AND PRIVATES ENTRANCES OR DRIVEWAYS WHERE ITEM 7.1 ABOVE APPLIES,

SHALL BE VERIFIED BY THE ENGINEER.

7.3 PROVIDE A DROP CURB AND GUTTER TO EXISTING ENTRANCES AS SHOWN ON THE STANDARD CURB AND GUTTER DRAWINGS.

8.0 DRAINAGE STRUCTURES :

8.1 LOCATIONS OF EXISTING DRAINAGE STRUCTURES REFLECTED IN THE PLAN WAS BASED ON THE TOPO SURVEY.

8.2 EXACT LOCATIONS , GRADIENTS OUTFALLS AND TOP AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE

CHECKED AND VERIFIED IN THE FIELD , DURING CONSTRUCTION BY THE ENGINEER . FIELD ADJUSTMENT MAY BE MADE

BY THE ENGINEER TO SUIT ACTUAL FIELD CONDITIONS.

8.3 EXTENSIONS AND OTHER IMPROVEMENTS OF EXISTING DRAINAGE STRUCTURES ARE SUBJECT TO CHANGE AND SHALL

BE VERIFIED BY THE ENGINEER.

8.4 PRIOR TO INSTALLATION OF RCPC AND OTHER DRAINAGE STRUCTURES. ALL MATERIALS MUST BE TESTED AND CONFORMING

WITH THE TECHNICAL SPECIFICATION.

8.5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY MATERIALS INSTALLED AND FOUND TO BE

DEFICIENT IN WORKMANSHIP AND QUALITY OF WORK.

8.6 RCPC DIAMETERS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

8.7 INLETS AND OUTLETS OF NEW AND EXISTING CULVERTS TO BE UTELIZED SHOULD BE CHANNELIZED AND CLEARED OF

DEBRIS IN ORDER TO HAVE A SMOOTH FLOW OF WATER.

9.0 REMOVAL OF EXISTING STRUCTURES AND RELOCATION

OF EXISTING UTILITIES :

9.1 REMOVAL OF EXISTING BUILDING, HOUSES, AND FENCES, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, THEY

WILL BE PAID ACCORDING TO THE CONTRACT.

9.2 PORTIONS OF EXISTING UTILITIES, SUCH AS WATER LINES, TELEPHONES TRUCK LINES ELECTRIC LINES ETC. THAT MAY

OBSTRUCT THE CONSTRUCTION OF THE PROJECT SHALL BE RELOCATED BY THE ENTITIES OR OWNER'S CONCERNED.EXTREME

PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR SO AS NOT DAMAGE THE EXISTING UTILITIES DURING

CONSTRUCTION . ANY DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF THE CONTRACTOR.

10.0 ROAD SIGNS :

10.1 ROAD SIGNS SHALL CONFORM WITH THE LATEST MANUAL ON PHILIPPINES ROAD SIGNS ( REVISED EDITION ) OF THE

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , TRAFFIC ENGINEERING AND MANAGEMENT PROJECTS. 2012

11.0 ACCESSIBILITY LAW :

11.1 STRICT COMPLIANCE WITH THE BATAS PAMBANSA BILANG 344 AND ITS IMPLEMENTING RULES AND REGULATIONS SHALL

BE IMPOSED .

12.0 DESIGN DATA / REFERENCES :

12.1 GUIDELINES FOR ROAD DRAINAGE, DPWH.

D

2

6






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

GENERAL NOTES

2

13.3. REINFORCED CONCRETE

a. CONCRETE MIX AND PLACING

(1) DESIGN OF CONCRETE MIX SHALL MEET THE DESIGN CONCRETE

STRENGTH SPECIFIED IN ITEM 405.

(2) CONCRETE SHALL BE DEPOSITED, VIBRATED AND CURED IN

ACCORDANCE WITH THE SPECIFICATIONS.

(3) FOR CONCRETE DEPOSITED AGAINST THE GROUND, FOUNDATION FILL

WITH A MINIMUM THICKNESS OF 100mm SHALL BE LAID AND COMPACTED

FIRST BEFORE INSTALLING THE REINFORCEMENT.

D

90 ° HOOK

PIN DIAMETER :

63mm MIN.

180° HOOK

D = 6d FOR 10 THRU 25

D = 8d FOR 28, 32 AND 36

(ii) DIMENSIONS FOR STIRRUPS AND TIE HOOKS

63mm MIN

D

D

D

PIN DIAMETER : D = 6d FOR 10 THRU 25

D = 8d FOR 28, 32 AND 36

d

100mm MIN

d

(9) HOOKS AND BENDS

(i) DIMENSIONS OF 90 - DEGREE AND 180 - DEGREE HOOKS

MAX =

MIN =DIAMETER =

15 d

30 d MAX

18 d MIN

(8) CRANKED SPLICES.

MIN : d

VERTICAL OFFSET

MAX: d + 3 mm

(4) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL

PLACING SEQUENCES FOR ALL CONCRETE WORK.

b. BAR BENDING, SPLICING, AND PLACING

SHOP DRAWINGS INDICATING THE BENDING, CUTTING, SPLICING AND

(1) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL OF

INSTALLATION OF ALL REINFORCING BARS.

SHALL NOT BE FIELD BENT UNLESS SHOWN ON THE DRAWING OR SPECIFICALLY

(2) BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE

PERMITTED BY THE ENGINEER.

(3) BAR SPLICING SHALL BE AS INDICATED ON DRAWINGS SHALL BE SUBJECT TO THE

APPROVAL OF THE ENGINEER.

(4) NO SPLICING SHALL BE PERMITTED IN BEAMS AND GIRDERS WHERE CRITICAL

BENDING MOMENTS OCCUR. STAGGER SPLICES BETWEEN ADJACENT BARS.

MINIMUM DISTANCE OF 40 BAR DIAMETERS FOR TENSION SPLICES, AND 20

BAR DIAMETER FOR COMPRESSION SPLICES BUT NOT LESS THAN 300mm.

(5) WELDED SPLICES, IF APPROVED BY THE ENGINEER, SHALL DEVELOP IN TENSION

AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR.

(6) NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE SPLICED.

(7) UNLESS OTHERWISE SHOWN ON DRAWINGS, THE CLEAR DISTANCE BETWEEN

PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1.5 TIMES THE NOMINAL

DIAMETER OF THE BAR NOR LESS THAN 1.5 TIMES THE MAXIMUM SIZE OF

THE COARSE AGGREGATE. THE CLEAR DISTANCE BETWEEN LAYERS SHALL NOT BE

LESS THAN 25mm NOR ONE BAR DIAMETER. THE BARS IN UPPER LAYER SHALL BE

PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER.

13.0 CONSTRUCTION

13.1. SPECIFICATION

ALL WORKS CONFORM WITH THE DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS (DPWH)

STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, VOL. ll 2004

13.2. SETTING OUT

THE SETTING OUT AND THE ELEVATIONS OF THE DIFFERENT COMPONENTS OF THE STRUCTURE

SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE STARTS OF ANY

CONSTRUCTION WORKS.

GENERAL NOTES

HYDRAULIC & HYDROLOGIC

DESIGN PARAMETERS

E

1

7






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32


1


(1

00

0-2

01

0) +

2

00

12

81

50

150 1400 150

24 %

1560

20 mm. Ï LADDER RUNG

16 mm. Ï x 500 mm.

DEFORMED BAR

10 mm. Ï TIES

SPACED @ 150 mm.

O.C.

2-16 mm. Ï x 1200 mm.

DEFORMED BAR

1 %

12 mm. Ï VERTICAL

BAR SPACED 250

mm. O.C.

12 mm. Ï

DEFORMED BAR

SPACED @ 250 mm.

O.C.

CAST IN PLACE

12 mm. Ï DEFORMED

BAR SPACED @ 100

mm. O.C.

12 mm. Ï

DEFORMED BAR

SPACED @ 150 mm.

O.C.

(1

00

0-2

01

0) +

2

00

12

81

50

150 1400 150

1560

20 mm. Ï LADDER RUNG

16 mm. Ï x 500 mm.

DEFORMED BAR

10 mm. Ï TIES

SPACED @ 100 mm.

O.C.

4-16 mm. Ï

DEFORMED BAR

12 mm. Ï VERTICAL

BAR SPACED 300

mm. O.C.

12 mm. Ï DEFORMED

BAR SPACED @ 300

mm. O.C.

CAST IN PLACE

2 CONCRETE BEAMS

EVERY MANHOLE

10 mm. Ï TIES SPACED

@ 150 mm. O.C.

2-16 mm. Ï x 1200 mm.

DEFORMED BAR

1 %

150

14001400

15

01

00

0-2

01

0

12 mm. Ï DEFORMED

BAR SPACED @ 250

mm. O.C.

12 mm. Ï VERTICAL

BAR SPACED 250

mm. O.C.

12 mm. Ï

DEFORMED BAR

SPACED @ 250 mm.

O.C.

CAST IN PLACE

1700

150

12 mm. Ï DEFORMED

BAR SPACED @ 100

mm. O.C.

12 mm. Ï DEFORMED

BAR @ 100 mm. O.C.

15

0

1 %

12 mm. Ï DEFORMED

BAR SPACED @ 150

mm. O.C.

H

1

11






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

LINE CANAL AND MANHOLE CROSS SECTION

DETAILS

2

LINE CANAL AND MANHOLE CROSS

SECTION

NOTES

1. THE FINISH OF THE TOP SHALL CONFORM IN COLOR MARKINGS AND FINISH WITH THE

ADJACENT CEMENT WORK WHERE NO SIDEWALK EXISTS THE SURFACE SHALL BE TROWEL

FINISHED WITHOUT MORTAR COAT.

2. ALL CONCRETE SHALL BE CLASS "A" EXPOSED EDGES SHALL BE FINISHED WITH SUITABLE

EDGER.

3. PULLING IRON SHALL BE PAINTED WITH ONE COAT OF READ LEAD

4. CONSTRUCTION JOINT SHALL CONFORM WITH THE GROOVES OF THE CONCRETE

HOLLOW BLOCKS.

5. STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH A 14 CALENDAR

DAYS COMPRESSIVE STRENGTH OF 24.0 MPa.

6. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE fy=275MPa.

7. PROVIDE LADDER RUNGS WHEN THE DEPTH OF CURB INLET EXCEED 1200mm.

8. SPACING OF CURB INLETS SHALL BE 10.00m O.C. OR AS SPECIFIED ON THE PLANS.

9. ADDITIONAL DEPTH OF 200mm AT EVERY MANHOLE.

MANHOLE SECTION

SCALE: 1:16 MTS.

H

1

MANHOLE SECTION

SCALE: 1:16 MTS.

H

1

LINE CANAL SECTION

SCALE: 1:16 MTS.

H

1

1

.

3

0

0.52

0.127

2 x 2 x 3/16

∠ BAR FRAMING

REINFORCED

CONCRETE MANHOLE

COVER

PULLING

IRON

WELD

1

2

"

304

(12")

38.1

(1-1/2")

5

8

" U-BOLT

3/1

6"

23

0

(9

")

230

(9")

50

100

900

12 mm. Ï DEFORMED BAR

1000

100

10

0

50

10050 100100100 100 100

33

50

33

33

570

150

2 x 2 x 3/16 ∠ BAR

FRAMING

12 mm. Ï

DEFORMED BAR

@ 100 mm. O.C.

BOTHWAYS

5

8

" U-BOLT

1" Ï PVC PIPE

0.016

CHAMFER

16

32

CHAMFER

32

CHAMFER

19 (3/4")

5

8

" U-BOLT

16

12 mm. Ï DEFORMED BAR @

100 mm. O.C. BOTHWAYS

1" Ï PVC PIPE

353

(14")

250

(10")

450

(18")

100

(4")

250

(10")

13

00

1560

PULLING

IRON

2 x 2 x 3/16

∠ BAR FRAMING

12 mm. Ï

DEFORMED BAR

@ 100 mm. O.C.

BOTHWAYS

520

EXISTING PORTLAND CEMENT

CONCRETE PAVEMENT (0.23m

THICK)

PRECAST CONCRETE GUTTER

CURB INLET WITH GRATINGS

SEE DETAIL DRAWING (SPACING OF

MANHOLE) STRAIGHT LINE DIAGRAM

10.00m 10.00m

CURB INLET PRECAST GUTTER

CONCRETE CURB

C O N C R E T E S I D E W A L K

MANHOLE

0.50 m

0.14 m

1.56 m

C O N C R E T E S I D E W A L K

H

2

12






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

CONCRETE COVER, LADDER RUNG CURB INLET

AND TYPICAL LAYOUT OF CONCRETE COVERS

2

MANHOLE COVER DETAILS

SCALE: 1:20 MTS.

H

1

LADDER RUNG DETAIL

SCALE: 1:10 MTS.

H

3

LADDER RUNG

ISOMETRIC VIEW

SCALE: 1:10 MTS.

H

4

CURB INLET REINFORCEMENT DETAIL

SCALE: 1:8 MTS.

H

10

TOP VIEW DETAIL

SCALE: 1:8 MTS.

H

7

PULLING IRON DETAIL

SCALE: 1:8 MTS.

H

9

SECTION - 1

SCALE: 1:8 MTS.

H

5

SECTION - 2

SCALE: 1:8 MTS.

H

6

MANHOLE COVER

ISOMETRIC VIEW

SCALE: NTS

H

2

TYPICAL LAYOUT OF PRECAST CONCRETE GUTTER

SCALE: 1:200 MTS.

ISOMETRIC LAYOUT OF SIDEWALK, CONCRETE CURB & GUTTER AND PCCP

SCALE: NOT TO SCALE

H

11

H

12

M

1

30






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32


1

GENERAL NOTES

1. STANDARD SPECIFICATIONS

1.1. ALL ROAD WORKS SAFETY ITEMS SHALL COMPLY WITH THE DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

ROAD WORKS SAFETY MANUAL 2004 EDITION.

2. SIGNS, MARKINGS AND DEVICES

2.1. DETAILS OF SIGNS AND MARKINGS LIKE SIZE, LETTERING AND BACKGROUND COLOR SHALL CONFORM WITH

THE DPWH ROAD WORKS SAFETY MANUAL.

2.2. SIGNS, MARKINGS AND DEVICES SHALL BE MADE OF RETRO-REFLECTIVE MATERIALS

2.3. SIGNS SHOULD BE PLACED IN CONSPICUOUS LOCATION. THEY SHOULD BE ERECTED AT APPROPRIATE

LOCATIONS AS PRESENTED IN THE TRAFFIC MANAGEMENT PLAN.

2.4. REGULAR INSPECTION, CLEANING AND REPLACING OF DAMAGE SIGNS, AS APPROPRIATE, MUST BE CARRIED

OUT TO ENSURE CONTINUED EFFECTIVENESS. THE LAYOUT SHOULD BE DRIVEN THROUGH PERIODICALLY TO

CHECK THAT SIGNS ARE STILL IN PLACE AND STILL APPROPRIATE.

2.5. UPON COMPLETION OF WORKS, SIGNS SHALL BE REMOVED FROM THE WORKSITE AND APPROACHES TO THE

SITE.

3. TRAFFIC CONTROLLERS

3.1. ALL TRAFFIC CONTROLLERS DETAILED IN THE WORK SITE SHOULD HAVE BASIC KNOWLEDGE ON ROAD WORKS

SAFETY ESPECIALLY IN HANDLING TRAFFIC.

3.2. TRAFFIC CONTROLLERS MUST ALWAYS WEAR THE CORRECT CLOTHING WHILE ON DUTY.

4. WORK SITE TRAFFIC MANAGEMENT

4.1. THE DESIGN OF TRAFFIC MANAGEMENT LAYOUT IS BASED ON THE APPROACH SPEED OF 70 KPH

5. THE PROJECT ENGINEER TOGETHER WITH THE CONTRACTOR SHALL MAKE THE NECESSARY TRAFFIC MANAGEMENT

SEQUENCE IN SUCH A WAY THAT ROAD WORKS WILL NOT ADVERSELY AFFECT THE FLOW OF TRAFFIC.

6. SAME SET-UP OF TRAFFIC MANAGEMENT LAYOUT APPLIES AS THE WORK PROGRESSES UP TO THE OTHER SIDE OF THE

ROAD UNTIL THE NEWLY CONSTRUCTED STRUCTURE MAY BE OPENED FOR TRAFFIC.

7. DURING ACTUAL CONSTRUCTION, NECESSARY ADJUSTMENTS MAY BE MADE IN THE ILLUSTRATION AS PRESENTED

HEREIN. CONSIDERATIONS SHOULD BE GIVEN IN THE AVAILABLE SPACE, EXISTING STRUCTURES, TRAFFIC AND

OTHER FACTORS TO ALLOW SAFE MOBILITY OF WORKERS, EQUIPMENT, PEDESTRIANS, AND OTHER ROAD USERS

DURING CONSTRUCTION OPERATION TO PROVIDE THE APPROPRIATE SIGNAGE, BARRIERS, AND THE NECESSARY

TRAFFIC DEVICES.


SCALE: NOT TO SCALE

D D D D

ROADWORK

AHEAD

R O A D

M A C H I N E R Y

A H E A D

PREPARE

TO

STOP

30 m 30 m

TRAFFIC CONES SPACED AT 5.0 M

TRAFFIC CONES SPACED AT 5.0 M

DDDD

ROADWORK

AHEAD

R O A D

M A C H I N E R Y

A H E A D

PREPARE

TO

STOP

BARRICADE FLASHER LIGHTS

INSTALLED EVERY AFTER 3 BOLLARDS

50 METER LENGTH WORKSITE AREA

CONFINED WORK SITE AREA DURING

CONSTRUCTION OPERATION. SUCH SET-UP

WILL MOVE FORWARD UP TO THE END

STATION OF THE PROJECT.

20

20

DIMENSION "D"

A DISTANCE EXPRESSED IN METERS

EQUAL TO THE APPROACH SPEED OF

TRAFFIC IN KILOMETERS PER HOUR

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

OF ROADWAY

AutoCAD SHX Text

CARRIAGEWAY

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

OF ROADWAY

AutoCAD SHX Text

CARRIAGEWAY

600

500

90

120

90

120

60

90

30

W

A B1

2

W

W W D

90

25

0

5

1

4

" THK. ORDINARY PLYWOOD WALL

12

34

0

10

0

1.2 x 1.2 WINDOW

# 26 G.I. CORRUGATED ROOFING SHEET

# 26 RIDGE ROLL

0.9 x 2.1 DOOR

A B

60 600 60

100

500

100

720

700

# 26 RIDGE ROLL

FLOOR LINE

# 26 G.I. CORRUGATED ROOFING SHEET

A B

1

2

N

1

31






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

DPWH STANDARD FIELD OFFICE FOR THE ENGINEER

PERSPECTIVE VIEW

2

N-1

SCALE: 1:70

SIDE ELEVATION VIEW

3

N-1

SCALE: 1:70

ROOF PLAN

5

N-1

SCALE: 1:70

FRONT ELEVATION VIEW

4

N-1

SCALE: 1:70

PERSPECTIVE VIEW

1

N-1

SCALE: NTS

2

CONSTRUCTION OF (Name of Project and Location)CONTRACTOR :

50

90

70

50

60

30

50

DATE STARTED :3

0

50

CONTRACT COMPLETION :

30

50

DATE CONTRACT COST :

30

50

CONSTRUCTION CONSULTANT :

30

50

IMPLEMENTING OFFICE :

30

50

SOURCE OF FUND :

12

20

30

40

50

70

50

50

50

2440


TEXT 2920 or call (02) 165-02 for any concern of this project

www.dpwh.gov.ph ROADROADOUR TOPROGRESSROAD

50

30

20

30

20

30

1000

500

1000

1200

50 x 50

WOODEN

STAKE

12

00

10

00

50

0

2400

50 x 50

HORIZONTAL

COCO LUMBER

75 x 75

HORIZONTAL

COCO LUMBER

50 x 50

WOODEN

STAKE

BILLBOARD

EDGE OF ROAD

TRAFFIC DIRECTION

4

5

°

CONSTRUCTION OF (Name of Project and Location)

CONTRACTOR

:

DATE STARTED

:

CONTRACT COMPLETION:

DATE CONTRACT COST:

CONSTRUCTION CONSULTANT:

IMPLEMENTING OFFICE:

SOURCE OF FUND

:D

E

P

A

R

T

M

E

N

T

O

F

P

U

B

L

I

C

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S

T

E

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T

2

9

2

0

o

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a

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(

0

2

)

1

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ROADROAD

OUR

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ROAD

N

2

32






PREPARED :




KENNETH P. AUSTRIA

ENGINEER II


ENGINEER II





DONNIE D. CUNA

DISTRICT ENGINEER








BACOOR CITY, CAVITE


32

DPWH STANDARD PROJECT BILLBOARD

PROJECT BILLBOARD

1

N-2

SCALE: 1:100

ISOMETRIC VIEW

2

N-2

SCALE: NTS

SIDE ELEVATION VIEW

3

N-2

SCALE: 1:100

ROOF PLAN

5

N-2

SCALE: 1:100

FRONT ELEVATION VIEW

4

N-2

SCALE: 1:100

2

AutoCAD SHX Text

DISPLAY AREA

AutoCAD SHX Text

(TARPAULIN ON 1200 x 2400 x 5 MARINE PLYWOOD)

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS...Villa Verde Kasibu Sta. Fe Dargus Maquebenga Old Gumiad...

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Transcript of DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS...Villa Verde Kasibu Sta. Fe Dargus Maquebenga Old Gumiad...