DOCSLIB.ORG

Project Implementation Plan

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Project Implementation Plan CHAPTER 5 PROJECT IMPLEMENTATION PLAN The Supplementary Survey on North South Commuter Rail Project (Phase II-A) in the Republic of the Philippines FINAL REPORT CHAPTER 5 PROJECT IMPLEMENTATION PLANNING 5.1 Examination of Preliminary Construction Plan The construction of NSCR will require careful planning and organization, given the magnitude of the works, time constraints and the location of the works on busy national and arterial roads within Metropolitan Manila and Bulacan Province. 5.1.1 Temporary Works 1) Temporary Access to Site It is necessary to apply countermeasures flooding during heavy rain season because of the low ground level between Malolos and Caloocan. There is no problem with an access road to the site along the main road in this area. However, it is necessary to consider to construct temporary access to site far from main roads. In swampy areas between Malolos and San Fernando along the PNR Route, it is necessary to construct a temporary steel stage for machinery or materials transportation during construction. It is necessary to install sheet piles to avoid an intrusion of ground water during construction of the substructure. 2) Sufficient Space for the Works There are some narrow ROW sections between Malolos and Caloocan along the PNR Route. During construction of elevated structures, it is necessary to have more than 15m width for access road to secure access of many trucks, truck mixers and other construction equipment transportation to the site. After construction, the temporary access shall be maintained more than 15m width as a service road for maintenance or emergency evacuation. Source: JICA Study Team Figure 5.1.1 Necessary ROW for Elevated Structures 5-1 5.1.2 Viaduct 5.1.2.1 Foundations Viaduct foundations comprise of conventional bored piles and pile caps. Bored piles will be constructed using high torque powered rotary drilling rigs mounted on crawler cranes with telescopic kelly bars and using a set of various buckets, augers and chisels. Excavation typically will be carried out under a bentonite slurry without the use of temporary casings. Following the completion of the boring and the placement of the steel rebar cage in the pile excavation, concrete is placed using a tremie pipe while the bentonite slurry is pumped away. Critical issues during construction will be: proper mixing and recycling of the bentonite slurry to ensure the formation of a waterproof lining on the face of the excavation and allow clean placement of concrete ensuring that the end of the tremie pipe is always sufficiently embedded in the wet concrete as the bored pile concreting progresses avoidance of cold joints due to breakdown in supply of concrete overcasting of the pile and chipping back, or baling of the contaminated concrete while wet, to ensure good quality concrete at the pile head. Notwithstanding delays caused by utility relocations, the construction period for a typical bored pile pier foundation will depend on the number and size of piles per foundation, required depth of pile, soils encountered, etc. The piling work is on the critical path for the pier construction, since once the piles are constructed, multiple teams can be mobilized to complete the remaining reinforced concrete works for the piers. 5.1.2.2 Substructure The viaduct substructures comprise of conventional reinforced concrete pier columns and pre-stressed concrete pier heads. The columns should be constructed using standardized steel forms to promote a good quality of finish and reduce construction cycle times. The pier head formwork will supported on falsework anchored to the pier columns to minimize required construction area and allow operation within the provided construction work space. Table 5.1.1 Example of Duration for 1 Pile Construction – LRT Line 2 Foundation/Footing Column Pier Head Footing(Foundation) Excavation Piling Work Work Pile Driving Reinforcement Concrete Reinforcement Concrete Survey Leveling 6days Placing/Form Placing / Placing/Form Placing / Instllation etc. Concrete （a pile/day） Placing Curin Placing Curing Preliminary Sheathing Works 1day Pile Head Treating 3days 1day 10days 3days 1day 6days 3days 3days 3days 3days Source: Preparatory Study for LRT Line2 Extension Project, October 2011, JICA 5-2 The Supplementary Survey on North South Commuter Rail Project (Phase II-A) in the Republic of the Philippines FINAL REPORT Critical issues during construction will be: accurate surveying of column location and vertical checking of steel forms proper quality control of column formed surfaces and joint areas proper handling methods for the steel forms to prevent damage and deformation Typical progress photographs of the existing LRT Line 2 pier column construction are shown below. Source: Preparatory Study for LRT Line2 Extension Project, October 2011, JICA Figure 5.1.2 Pier Column Construction – LRT Line 2 5.1.2.3 Superstructure The viaduct will comprise precast post-tensioned concrete elements, pre-fabricated at the casting yard and erected at site. Precast concrete units will be delivered with low-bed trailers of 50 to 100 tons capacity. Advantages of precast concrete over concrete cast in-situ are: Rapid construction on site with minimal impact on traffic, units can be delivered during night time work shifts Quality can be controlled and monitored much more easily in the pre-cast yard making it easier to control the mix, placement, steam curing and formed finish Weather is eliminated as a factor in the pre-casting process with covered and protected casting beds in the casting yard Less labor is required On site, precast elements can be installed immediately, there is no waiting for elements to gain strength Repeatability—multiple units of the same precast element can be made; and by maximizing repetition, the contractor can maximize the value from a mold and a pre-casting set-up Depending on the final form of structure adopted, the precast elements will either be PC Box segments, weighing 30 to 40 tons each, or AASHTO girders, weighing up to 50 tons each. The segments or girders units will be provided with lifting points for ease of erection. 5-3 1) PC Box Segment Erection The PC Box segments will be erected using a double steel truss, or a single steel box girder, self propelling overhead erection gantry, depending on the type of PC Box girder segment erected. The erection gantry will typically be designed for the project by a specialist sub-contractor hired by the main contractor for the segment erection. The gantry will be long enough to be self propelled across two viaduct spans, with a total length of at least 60m long and have a lifting capacity of at least 150 tons. A typical erection sequence of a PC Box segment is as follows: i. Erect and install the erection gantry support legs on the pier heads by crawler cranes or truck mounted cranes. ii. Assemble the erection gantry on the constructed support legs by crawler cranes or truck mounted cranes. iii. PC Box segment is delivered by trailer to the erection gantry, the segment is lifted by winch from a rail mounted movable gantry crane supported above the gantry. iv. The PC Box segment is rotated if necessary and launched forward by the gantry crane to its required location and then supported from the gantry by four (4) hydraulic jacks, one side of which (2 jacks) is hydraulically linked to provide a determinate 3 point lift. v. Successive segments are similarly placed, adjusted and leveled. Segments are placed working backward so that the furthest segment is the first positioned. vi. When all of the segments for a span are positioned, the segment joints are epoxied and joined, the pre-stressing tendons are installed and stressed, and the complete span is lowered onto the bearings and prepared anchor rods before final grouting of the tendon ducts. vii. The erection gantry is then launched to the next span, and the procedure is repeated. The position of the gantry legs can be adjusted laterally on beams attached to the pier heads such that the erection gantry can negotiate curved viaduct sections. During the construction of the existing LRT Line 2, a total of three (3) erection gantries were used with both smaller steel plate box girder and larger steel truss girder designs for the main longitudinal gantry girders, to enable lifting of both single box segments and multiple cell box segments respectively. A typical erection cycle for one viaduct span, twin single box type, is given below: Table 5.1.2 Example of Duration for 1 Span Erection – LRT Line 2 Span Girders Segments Epoxy & Stressing of Anchor Rod Grouting of (Twin Single transported and Joining of Tendons Grouting and Tendon Ducts Box Type) erected Segments Final Lowering Box Girder 1 Day 1 Day 2 Day 2 Day 3 Day 4 Box Girder 2 Day 3 Day 4 Day 4 Day 5 Day 6 Launching of erection girder to next span 2 – 3 Days Total Cycle Time for One (1) Span 8 – 9 Days Source: Preparatory Study for LRT Line2 Extension Project, October 2011, JICA A typical progress photograph of the existing LRT Line 2 PC box girder construction is presented in the photograph below showing a truss type erection gantry used to erect multiple cell box segments. An illustration of a typical steel box girder type erection gantry, used to erect the twin box segments, is given in the figure below. 5-4 The Supplementary Survey on North South Commuter Rail Project (Phase II-A) in the Republic of the Philippines FINAL REPORT Source: Preparatory Study for LRT Line2 Extension Project, October 2011, JICA Figure 5.1.3 PC Box Girder Erection (Truss Type Erection Gantry) – LRT Line 2 Source: Preparatory Study for LRT Line2 Extension Project, October 2011, JICA Figure 5.1.4 Typical Erection Gantry (Steel Box Girder Type) 2) AASHTO Girder Erection The AASHTO girders will be erected using crawler cranes or truck mounted cranes.
Load more

Recommended publications
  • Download File
    C O V E R S H E E T for AUDITED FINANCIAL STATEMENTS SEC Registration Number 2 9 3 1 6 C O M P A N Y N A M E R O B I N S ON S BANK CORPORATI ON AND SUBSI D I ARY PRINCIPAL OFFICE ( No. / Street / Barangay / City / Town / Province ) 1 7 t h Fl o o r , G a l l e r i a Co r p o r a t e Ce n t e r , EDSA c o r n e r O r t i g a s A v e n u e , Qu e z o n Ci t y Form Type Department requiring the report Secondary License Type, If Applicable 1 7 - A C O M P A N Y I N F O R M A T I O N Company’s Email Address Company’s Telephone Number Mobile Number www.robinsonsbank.com.ph 702-9500 N/A No. of Stockholders Annual Meeting (Month / Day) Fiscal Year (Month / Day) 15 Last week of April December 31 CONTACT PERSON INFORMATION The designated contact person MUST be an Officer of the Corporation Name of Contact Person Email Address Telephone Number/s Mobile Number Ms. Irma D. Velasco [email protected] 702-9515 09988403139 CONTACT PERSON’s ADDRESS 17th Floor, Galleria Corporate Center, EDSA corner Ortigas Avenue, Quezon City NOTE 1 : In case of death, resignation or cessation of office of the officer designated as contact person, such incident shall be reported to the Commission within thirty (30) calendar days from the occurrence thereof with information and complete contact details of the new contact person designated.
    [Show full text]
  • Robbery & Theft Prediction Using Probabilistic Graphical Model
    Proceedings of the International Conference on Industrial Engineering and Operations Management Dubai, UAE, March 10-12, 2020 Event of Crime against Property: Robbery & Theft Prediction using Probabilistic Graphical Model Rex Aurelius C. Robielos School of Industrial Engineering and Engineering Management Mapua University Intramuros, Manila, Philippines [email protected] Nico Duran School of Information Technology Mapua University Intramuros, Manila, Philippines [email protected] Abstract This study analyzed the occurrence of robbery and theft in the City of Manila using discrete Bayesian network model. Using a 5-year data of robbery and theft in the City of Manila (with conviction), the results showed that February and July emerged as the months with highest probability of crime happening at 10.66 percent and lowest on April with 6.80 percent. In terms of crime happening on a week, the highest probability occurred on the 2nd week with 28.3 percent and lowest on the 5th week at 6.8 percent. Most of the crimes happened between 3PM to 6PM with 17 percent and lowest occurrence between 6AM to 9AM at 7.0 percent. Male population are more likely to be a victim of crime in almost all of the identified locations except for Pandacan where female population has a higher probability at 53 percent. With these information, a patrol priority location table was developed to show the location where the crime is more likely to happen in a particular time range of the day. This information can help the Philippine National Police in the police resource deployment. Keywords Crime against property, robbery and theft prediction, probabilistic graphical model 1.
    [Show full text]
  • Testimony of Jade T. Butay Hawai'i State Legislature
    TESTIMONY OF JADE T. BUTAY HAWAI‘I STATE LEGISLATURE SENATE COMMITTEE ON TRANSPORTATION AND ENERGY FEBRUARY 7, 2018 CONFERENCE ROOM 225 1:15 P.M. TESTIMONY ON GOVERNOR’S MESSAGE 504 RELATING TO GUBERNATORIAL NOMINEE JADE BUTAY FOR DIRECTOR OF DEPARTMENT OF TRANSPORTATION Chair Inouye, Vice Chair Espero, and members of the committee: Thank you for the opportunity to appear before you today to discuss my nomination for the position of Director of the Department of Transportation (DOT). I am deeply honored to be here as Governor David Ige’s nominee for this important position. I feel humbled by this once-in-a- lifetime opportunity. I am also grateful for Ford Fuchigami’s support of my nomination. I realize I have big shoes to fill, but I look forward to continuing the work he has done for DOT. There are family members, friends, mentors, and colleagues who have done so much over the years to make this day possible. I am deeply appreciative for their love and support. I want to especially thank my mom, along with my dad, for their aspirations and sacrifices. My father is no longer with us, but he’s here in spirit for my brother Walden, my sister Melody and me. They instilled values that shaped who we are today and built the bridge to connect us to our tomorrows. I would like to thank the Deputy Directors and the dedicated staff at the department for everything they do. They are the unsung heroes for the work they do every day. It’s a great privilege to work with them.
    [Show full text]
  • Filipino Fund, Inc. FFI
    CR01980-2018 The Exchange does not warrant and holds no responsibility for the veracity of the facts and representations contained in all corporate disclosures, including financial reports. All data contained herein are prepared and submitted by the disclosing party to the Exchange, and are disseminated solely for purposes of information. Any questions on the data contained herein should be addressed directly to the Corporate Information Officer of the disclosing party. Filipino Fund, Inc. FFI PSE Disclosure Form 17-12 - List of Top 100 Stockholders Reference: Section 17.12 of the Revised Disclosure Rules Type of Securities Common Preferred N/A Others N/A For the period ended Mar 31, 2018 Description of the Disclosure FFI report on Top 100 stockholders as of March 31, 2018. Filed on behalf by: Name Natividad Chua Designation Corporate Information Officer BPI STOCK TRANSFER OFFICE FILIPINO FUND, INC TOP 100 STOCKHOLDERS AS OF MARCH 31, 2018 RANK STOCKHOLDER NUMBER STOCKHOLDER NAME NATIONALITY CERTIFICATE CLASS OUTSTANDING SHARES PERCENTAGE TOTAL 1 16000457 PCD NOMINEE CORPORATION (FILIPINO) FIL A 43,885,935 87.4789% 43,885,935 G/F MAKATI STOCK EXCHANGE 2 16000458 PCD NOMINEE CORPORATION (NON-FILIPINO) NOF A 240,350 0.4790% 240,350 BLDG., AYALA AVENUE, MAK G/F MAKATI STOCK EXCHANGE 3 18000767 ALLEN C. ROXAS FIL A 94,667 0.1887% 94,667 BLDG., AYALA AVENUE, MAK 4/F STATE CENTRE BLDG., 4 15000217 ALBERT GO ONG FIL A 90,250 0.1798% 90,250 333 JUAN LUNA ST., BINONDO 33 DUHAT STREET, VALLE VERDE I, PASIG CITY 5 18000497 REYMONT INC.
    [Show full text]
  • BUS Schedule, Stops And
    BUS bus time schedule & line map Dbp Ave, Taguig City, Manila, Manila →Mmda BUS Navotos Bus Terminal, Circumferential Road 4, View In Website Mode Navotas City, Manila The BUS bus line (Dbp Ave, Taguig City, Manila, Manila →Mmda Navotos Bus Terminal, Circumferential Road 4, Navotas City, Manila) has 2 routes. For regular weekdays, their operation hours are: (1) Dbp Ave, Taguig City, Manila, Manila →Mmda Navotos Bus Terminal, Circumferential Road 4, Navotas City, Manila: 12:00 AM - 11:00 PM (2) Mmda Navotos Bus Terminal, Circumferential Road 4, Navotas City, Manila →Dbp Ave, Taguig City, Manila, Manila: 12:00 AM - 11:00 PM Use the Moovit App to ƒnd the closest BUS bus station near you and ƒnd out when is the next BUS bus arriving. Direction: Dbp Ave, Taguig City, Manila, BUS bus Time Schedule Manila →Mmda Navotos Bus Terminal, Dbp Ave, Taguig City, Manila, Manila →Mmda Circumferential Road 4, Navotas City, Manila Navotos Bus Terminal, Circumferential Road 4, 110 stops Navotas City, Manila Route Timetable: VIEW LINE SCHEDULE Sunday 12:00 AM - 10:00 PM Monday 12:00 AM - 11:00 PM Dbp Ave, Taguig City, Manila, Manila Tuesday 12:00 AM - 11:00 PM Dbp Ave, Taguig City, Manila, Manila East Service Road, Philippines Wednesday 12:00 AM - 11:00 PM Thursday 12:00 AM - 11:00 PM South Luzon Expressway, Taguig City, Manila C-5 Entrance ramp, Philippines Friday 12:00 AM - 11:00 PM South Luzon Expressway, Taguig City, Manila Saturday 12:00 AM - 10:00 PM South Luzon Expressway, Taguig City, Manila South Luzon Expressway, Taguig City, Manila Nichols Exit,
    [Show full text]
  • Riders Digest 2019
    RIDERS DIGEST 2019 PHILIPPINE EDITION Rider Levett Bucknall Philippines, Inc. OFFICES NATIONWIDE LEGEND: RLB Phils., Inc Office: • Manila • Sta Rosa, Laguna • Cebu • Davao • Cagayan de Oro • Bacolod • Iloilo • Bohol • Subic • Clark RLB Future Expansions: • Dumaguete • General Santos RIDERS DIGEST PHILIPPINES 2019 A compilation of cost data and related information on the Construction Industry in the Philippines. Compiled by: Rider Levett Bucknall Philippines, Inc. A proud member of Rider Levett Bucknall Group Main Office: Bacolod Office: Building 3, Corazon Clemeña 2nd Floor, Mayfair Plaza, Compound No. 54 Danny Floro Lacson cor. 12th Street, Street, Bagong Ilog, Pasig City 1600 Bacolod City, Negros Occidental Philippines 6100 Philippines T: +63 2 234 0141/234 0129 T: +63 34 432 1344 +63 2 687 1075 E: [email protected] F: +63 2 570 4025 E: [email protected] Iloilo Office: 2nd Floor (Door 21) Uy Bico Building, Sta. Rosa, Laguna Office: Yulo Street. Iloilo Unit 201, Brain Train Center City Proper, Iloilo, 5000 Lot 11 Block 3, Sta. Rosa Business Philippines Park, Greenfield Brgy. Don Jose, Sta. T:+63 33 320 0945 Rosa City Laguna, 4026 Philippines E: [email protected] M: +63 922 806 7507 E: [email protected] Cagayan de Oro Office: Rm. 702, 7th Floor, TTK Tower Cebu Office: Don Apolinar Velez Street Brgy. 19 Suite 602, PDI Condominium Cagayan De Oro City Archbishop Reyes Ave. corner J. 9000 Philippines Panis Street, Banilad, Cebu City, 6014 T: +63 88 8563734 Philippines M: +63 998 573 2107 T: +63 32 268 0072 E: [email protected] E: [email protected] Subic Office: Davao Office: The Venue Bldg.
    [Show full text]
  • Macrofouler Community Succession in South Harbor, Manila Bay, Luzon Island, Philippines During the Northeast Monsoon Season of 2017–2018
    Philippine Journal of Science 148 (3): 441-456, September 2019 ISSN 0031 - 7683 Date Received: 26 Mar 2019 Macrofouler Community Succession in South Harbor, Manila Bay, Luzon Island, Philippines during the Northeast Monsoon Season of 2017–2018 Claire B. Trinidad1, Rafael Lorenzo G. Valenzuela1, Melody Anne B. Ocampo1, and Benjamin M. Vallejo, Jr.2,3* 1Department of Biology, College of Arts and Sciences, University of the Philippines Manila, Padre Faura Street, Ermita, Manila 1000 Philippines 2Institute of Environmental Science and Meteorology, College of Science, University of the Philippines Diliman, Diliman, Quezon City 1101 Philippines 3Science and Society Program, College of Science, University of the Philippines Diliman, Diliman, Quezon City 1101 Philippines Manila Bay is one of the most important bodies of water in the Philippines. Within it is the Port of Manila South Harbor, which receives international vessels that could carry non-indigenous macrofouling species. This study describes the species composition of the macrofouling community in South Harbor, Manila Bay during the northeast monsoon season. Nine fouler collectors designed by the North Pacific Marine Sciences Organization (PICES) were submerged in each of five sampling points in Manila Bay on 06 Oct 2017. Three collection plates from each of the five sites were retrieved every four weeks until 06 Feb 2018. Identification was done via morphological and CO1 gene analysis. A total of 18,830 organisms were classified into 17 families. For the first two months, Amphibalanus amphitrite was the most abundant taxon; in succeeding months, polychaetes became the most abundant. This shift in abundance was attributed to intraspecific competition within barnacles and the recruitment of polychaetes.
    [Show full text]
  • Part Ii Metro Manila and Its 200Km Radius Sphere
    PART II METRO MANILA AND ITS 200KM RADIUS SPHERE CHAPTER 7 GENERAL PROFILE OF THE STUDY AREA CHAPTER 7 GENERAL PROFILE OF THE STUDY AREA 7.1 PHYSICAL PROFILE The area defined by a sphere of 200 km radius from Metro Manila is bordered on the northern part by portions of Region I and II, and for its greater part, by Region III. Region III, also known as the reconfigured Central Luzon Region due to the inclusion of the province of Aurora, has the largest contiguous lowland area in the country. Its total land area of 1.8 million hectares is 6.1 percent of the total land area in the country. Of all the regions in the country, it is closest to Metro Manila. The southern part of the sphere is bound by the provinces of Cavite, Laguna, Batangas, Rizal, and Quezon, all of which comprise Region IV-A, also known as CALABARZON. 7.1.1 Geomorphological Units The prevailing landforms in Central Luzon can be described as a large basin surrounded by mountain ranges on three sides. On its northern boundary, the Caraballo and Sierra Madre mountain ranges separate it from the provinces of Pangasinan and Nueva Vizcaya. In the eastern section, the Sierra Madre mountain range traverses the length of Aurora, Nueva Ecija and Bulacan. The Zambales mountains separates the central plains from the urban areas of Zambales at the western side. The region’s major drainage networks discharge to Lingayen Gulf in the northwest, Manila Bay in the south, the Pacific Ocean in the east, and the China Sea in the west.
    [Show full text]
  • Transportation History of the Philippines
    Transportation history of the Philippines This article describes the various forms of transportation in the Philippines. Despite the physical barriers that can hamper overall transport development in the country, the Philippines has found ways to create and integrate an extensive transportation system that connects the over 7,000 islands that surround the archipelago, and it has shown that through the Filipinos' ingenuity and creativity, they have created several transport forms that are unique to the country. Contents • 1 Land transportation o 1.1 Road System 1.1.1 Main highways 1.1.2 Expressways o 1.2 Mass Transit 1.2.1 Bus Companies 1.2.2 Within Metro Manila 1.2.3 Provincial 1.2.4 Jeepney 1.2.5 Railways 1.2.6 Other Forms of Mass Transit • 2 Water transportation o 2.1 Ports and harbors o 2.2 River ferries o 2.3 Shipping companies • 3 Air transportation o 3.1 International gateways o 3.2 Local airlines • 4 History o 4.1 1940s 4.1.1 Vehicles 4.1.2 Railways 4.1.3 Roads • 5 See also • 6 References • 7 External links Land transportation Road System The Philippines has 199,950 kilometers (124,249 miles) of roads, of which 39,590 kilometers (24,601 miles) are paved. As of 2004, the total length of the non-toll road network was reported to be 202,860 km, with the following breakdown according to type: • National roads - 15% • Provincial roads - 13% • City and municipal roads - 12% • Barangay (barrio) roads - 60% Road classification is based primarily on administrative responsibilities (with the exception of barangays), i.e., which level of government built and funded the roads.
    [Show full text]
  • Ncr Region Iii Region Iva Region Iii Region
    121°0'0"E 122°E 123°E Typhoon Santi has affected over 54,630 people MALOLOS 108 across 264 barangays in 15 cities / 66 municipalities REGION III of 14 provinces of Region III, IVA, IVB, V and NCR. OBANDO DILASAG Over 19,356 persons are currently housed in 103 70 170 Philippines: Typhoon evacuation centres. Reportedly, 16 people were "Santi" - Affected killed and many more injured. Population VALENZUELA 254 Around 115,507 people were pre-emptively PILAR (as of 0600H, 02 Nov 2009, NAVOTAS QUEZON CITY 25 evacuated across 251 evacuation centres while NDCC Sit Rep 09) 440 1230 others stayed with their relatives/friends in Regions NCR NCR, IV-A and V. 16°N Map shows the number of affected persons, 16°N ORION CAINTA by City or Municipality, as of 02 Nov 2009 414 \! 1572 0600hr, assessed by NDCC (in "Santi" Sit Rep MANDALUYONG REGION III Legend 09). The map focuses on the area affected by MANILA 685 typhoon "Santi". 3520 PASIG BALER \! Capital 1195 TAYTAY PATEROS 12 ´ Map Doc Name: 102 275 MA088-PHL-SANTI-AftPop-2Nov2009-0600-A3- Manila Bay PASAY Provincial Boundary v01-graphicsconverted 165 ANGONO TAGUIG 495 Municipal Boundary GLIDE Number: TC-2009-000230-PHL 14°30'0"N CAVITE CITY 405 14°30'0"N 3460 Regional Boundary Creation Date: 01 November 2009 Projection/Datum: UTM/Luzon Datum NOVELETA LAS PIÑAS 130 368 BACOOR Affected Population Web Resources: http://www.un.org.ph/response/ ROSARIO 650 230 DINGALAN by City/Municipality IMUS MUNTINLUPA Nominal Scale at A3 paper size 380 1725 20 0-170 Data sources: GENERAL TRIAS 171-495 40 - (www.nscb.gov.ph).
    [Show full text]
  • Pasig River Pasig River Rehabilitation Commission
    PASIG RIVER REHABILITATION COMMISSION OUTLINE OF THE PRESENTATION I. SITUATIONER A. BIOPHYSICAL B. GEOPOLITICAL C. CHALLENGES II. HISTORICAL BACKGROUND A. INSTITUTIONAL B. ACTIVITIES AND PROGRAMS C. MASTERPLAN III. PRRC A. MANDATE B. POWER/FUNCTIONS C. PARTNER AGENCIES D. PROGRAMS/PROJECTS 1. COMPLETED 2. ONGOING IV. PROPOSED PROJECT A. TROMMET I. SITUATIONER The Pasig River System Boundaries EtEast LgLaguna de Bay West Manila Bay North Manila, Mandaluyong, Pasig South Manila, Makati, Pateros Length: 27 Kms Average Width 91 m Average Depth 4 m Water Volume 6.548 million m3 Low Flow, March to May 12 m3 /sec High Flow, October to November 275 m3/sec Depth Deepest: 6 m Shallowest: 2 m I. SITUATIONER Cities and Municipalities in the Project Area: •Makati •Mandaluyong •Manila •Marikina •Pasig •Pateros •Quezon City •San Juan •Taguig I. SITUATIONER CURRENT CONDITIONS Existing informal settlers along river bkbanks to be reltdlocated. I. SITUATIONER CURRENT CONDITIONS Floating Garbage from Minor and Major Tributaries draining in Main River I. SITUATIONER CURRENT CONDITIONS Domestic and Industrial Wastewater I. SITUATIONER SOURCES OF POLLUTION 5% Solid Waste 30% Industrial Waste 65% Domestic Waste I. SITUATIONER WATER QUALITY OF PASIG RIVER Pasig River Annual Average DO Level 8 Pas s ed 6 4 mg/L Failed 2 0 2007 as 1999 2000 2001 2002 2003 2004 2005 2006 of 2nd Qtr Marikina 5 4.2 5.36 6.34 5.26 4.71 2.85 2.74 3.7 Bambang 4.59 5.97 6.43 5.60 4.32 4.45 5.24 4.58 6.13 Lambingan 3.41 4.84 4.42 4.93 2.90 2.57 2.31 2.76 3.93 Sanchez 0.65 0.04 0.91 1.20 1.49 0.55 0.62 0.28 1.45 Jones 2.47 3.56 3.37 4.79 2.77 1.29 1.76 1.37 3.60 DENR Standard: > mg/l= passed; <5mg/l= failed I.
    [Show full text]
  • MANILA BAY AREA SITUATION ATLAS December 2018
    Republic of the Philippines National Economic and Development Authority Manila Bay Sustainable Development Master Plan MANILA BAY AREA SITUATION ATLAS December 2018 MANILA BAY AREA SITUATION ATLAS December 2018 i Table of Contents Preface, v Administrative and Institutional Systems, 78 Introduction, 1 Administrative Boundaries, 79 Natural Resources Systems, 6 Stakeholders Profile, 85 Climate, 7 Institutional Setup, 87 Topography, 11 Public-Private Partnership, 89 Geology, 13 Budget and Financing, 91 Pedology, 15 Policy and Legal Frameworks, 94 Hydrology, 17 National Legal Framework, 95 Oceanography, 19 Mandamus Agencies, 105 Land Cover, 21 Infrastructure, 110 Hazard Prone Areas, 23 Transport, 111 Ecosystems, 29 Energy, 115 Socio-Economic Systems, 36 Water Supply, 119 Population and Demography, 37 Sanitation and Sewerage, 121 Settlements, 45 Land Reclamation, 123 Waste, 47 Shoreline Protection, 125 Economics, 51 State of Manila Bay, 128 Livelihood and Income, 55 Water Quality Degradation, 129 Education and Health, 57 Air Quality, 133 Culture and Heritage, 61 Habitat Degradation, 135 Resource Use and Conservation, 64 Biodiversity Loss, 137 Agriculture and Livestock, 65 Vulnerability and Risk, 139 Aquaculture and Fisheries, 67 References, 146 Tourism, 73 Ports and Shipping, 75 ii Acronyms ADB Asian Development Bank ISF Informal Settlers NSSMP National Sewerage and Septage Management Program AHLP Affordable Housing Loan Program IUCN International Union for Conservation of Nature NSWMC National Solid Waste Management Commission AQI Air Quality Index JICA Japan International Cooperation Agency OCL Omnibus Commitment Line ASEAN Association of Southeast Nations KWFR Kaliwa Watershed Forest Reserve OECD Organization for Economic Cooperation and Development BSWM Bureau of Soils and Water Management LGU Local Government Unit OIDCI Orient Integrated Development Consultants, Inc.
    [Show full text]