Physical and Spatial Characteristics

LAND AREA

Mandaluyong has a total land area of 1,126[1] hectares. This constitutes 1.77 % of the 636 sq. km.[2] total land area of Metro Manila. The city is composed of 27 barangays, divided into two (2) political districts (Map 4.01). The four (4) largest barangays are Wack-Wack which comprises one-fourth (288.50 has.) of the city’s total land area, followed by Brgy. Addition Hills at about 10.70% (120.36 has.), third and fourth in the list are Brgys. Highway Hills and Plainview at about ten percent each, or 116.12 and 108.88 has., respectively (Table 4.01).

LAND CHARACTERISTICS

The city’s terrain is partially flat on its southwest portion and mostly rolling with gentle slopes the rest of the area. Its river coast spreads at an elevation of three (3) meters and is supported by concrete embankments. Its higher slopes on the northeast provide an ideal setting for a world-class golf course. Ironically, the lowest point lies a little bit inland and is most often affected by flash floods (Map 4.02).

While its surface area is mostly covered with loose to granular clay loam and granular clay, Mandaluyong is actually lying on a solid foundation of compact and massive adobe. These soil characteristics define soil types nos. 17 and 18, commonly called Novaliches Clay Loam Adobe, and Guadalupe Clay (Map 4.03).

WATER CHARACTERISTICS

Mandaluyong is partially bounded by surface waters (Map 4.04) such as the famous Pasig River and its tributary San Juan River running along the southern and western perimeters of the city, with six creeks traversing inland serving as natural drainage:

Buhangin Creek
Maytunas Creek
Maysilo Creek
Mayon Creek
Buayang Bato Creek
Ermitaño Creek

CLIMATOLOGICAL CHARACTERISTICS

Generally speaking, the main Philippine air currents are divided into three groups: (a) the northern (loosely called Northeast Monsoon or Amihan in Filipino); (b) the equatorial air (loosely called the Southwest Monsoon or Habagat in Filipino); and (c) the trade winds, reaching the islands from a generally easterly direction and coming from the tropical high pressure areas of the Pacific. Because of topography and decided mountain ranges in the east shielding Metro Manila and all the regions on the western part of the islands of Luzon, Mindoro, Negros and Palawan from the Northern and in good part the Trade winds; these regions are open only to the Southwest Monsoon and cyclonic storms[3].

Mandaluyong City experiences the same climatic conditions prevailing over the whole of Metro Manila which are being monitored by Station 430 of the Philippine Atmospheric, Geophysical and Astronomical Services Administration (PAGASA) located at Science Garden in Quezon City.

There are two pronounced seasons: one dry from November to April, the other wet during the rest of the year. PAGASA observations covering the period 1961-2017 reveal that the months of June to October normally had the greatest number of rainy days, with the month of September 2009 having the highest amount of daily rainfall at 455 mm. Temperature was highest in May 1987 and lowest in March 1963 at 38.5°C and 14.9°C, respectively.

A summary of extreme climatological observations recorded by PAGASA from 1961 to year 2017 is shown in Table 4.02.

Table 4.03 shows the extent of rainfall amount per month and annually from January 2000 to July 2018. For comparison, Normal Values for the period 1981 – 2010 recorded from the same observation station are presented in Table 4.04.

Barangay	Area has.	% of Total
Addition Hills	120.36	10.69
Bagong Silang	13.84	1.23
Barangka Drive	21.96	1.95
Barangka Ibaba	15.43	1.37
Barangka Ilaya	44.00	3.91
Barangka Itaas	17.42	1.55
Buayang Bato	9.69	0.86
Burol	2.16	0.19
Daang Bakal	16.74	1.49
Hagdang Bato Itaas	17.12	1.52
Hagdang Bato Libis	13.83	1.23
Harapin Ang Bukas	4.89	0.43
Highway Hills	116.12	10.31
Hulo	30.31	2.69
Mabini J. Rizal	18.03	1.60
Malamig	31.65	2.81
Mauway	70.41	6.25
Namayan	28.85	2.56
New Zaniga	20.45	1.82
Old Zaniga	38.53	3.42
Pag-asa	12.95	1.15
Plainview	108.88	9.67
Pleasant Hills	21.03	1.87
Poblacion	21.78	1.93
San Jose	4.19	0.37
Vergara	16.74	1.49
Wack-Wack	288.50	25.62
TOTAL	1,126.00	100

Table 4.01 Land Area Distribution by Barangay

PHYSICAL AND SPATIAL CHARACTERISTICS

LAND AREA

LAND CHARACTERISTICS

WATER CHARACTERISTICS

Buhangin Creek
Maytunas Creek
Maysilo Creek
Mayon Creek
Buayang Bato Creek
Ermitaño Creek

CLIMATOLOGICAL CHARACTERISTICS

A summary of extreme climatological observations recorded by PAGASA from 1961 to year 2017 is shown in Table 4.02.

Table 4.01 Land Area Distribution by Barangay

Barangay	Area has.	% of Total
Addition Hills	120.36	10.69
Bagong Silang	13.84	1.23
Barangka Drive	21.96	1.95
Barangka Ibaba	15.43	1.37
Barangka Ilaya	44.00	3.91
Barangka Itaas	17.42	1.55
Buayang Bato	9.69	0.86
Burol	2.16	0.19
Daang Bakal	16.74	1.49
Hagdang Bato Itaas	17.12	1.52
Hagdang Bato Libis	13.83	1.23
Harapin Ang Bukas	4.89	0.43
Highway Hills	116.12	10.31
Hulo	30.31	2.69
Mabini J. Rizal	18.03	1.60
Malamig	31.65	2.81
Mauway	70.41	6.25
Namayan	28.85	2.56
New Zaniga	20.45	1.82
Old Zaniga	38.53	3.42
Pag-asa	12.95	1.15
Plainview	108.88	9.67
Pleasant Hills	21.03	1.87
Poblacion	21.78	1.93
San Jose	4.19	0.37
Vergara	16.74	1.49
Wack-Wack	288.50	25.62
TOTAL	1,126.00	100

VULNERABILITY TO GEOHAZARDS

Earthquakes

An earthquake can be an imperceptible ground shaking or a violent movement caused by the sudden displacement of rock materials below the surface of the earth. Two types of earthquake may occur (tectonic or volcanic), but only tectonic earthquakes caused by sudden displacement along faults in the earth’s construction may affect Mandaluyong which is near the West Valley Fault. Fortunately, Mandaluyong sits on an adobe bedrock covered by a thin layer of soil and is classified as within a Very Low Risk area least likely to be affected by high intensity earthquakes.

For more information, the Risk Analysis Project (RAP) of the Philippine Institute of Volcanology and Seismology released 5 maps on the potential effects in Mandaluyong City of a Magnitude 7.2 earthquake (Maps 4.05, 4.06, 4.07, 4.08).

Typhoons

Typhoons during the wet season greatly affect the city and the rest of Metro Manila. Damage to property and risk to lives are among the major effects of typhoon. Secondary to these are flash floods that severely affect the lowland areas.

Maps 4.09 and 4.10 show areas in the city with risks of liquefaction and rain–induced landslide as identified by the READY FOR GMMA PROJECT.

Flooding

Flood prone areas in the city are generally those with lower elevation serving as catchment areas to the uplands. These areas are at random parts of the city given its natural topography where some points are even lower than the Pasig River shoreline, e.g., a spot height at Maysilo Circle fronting San Francisco Street is 2.0 meters while spot heights along Pasig River are at 3.0 meters. Streets near the creeks are mostly affected due to its point of Zero (0) slope where all the flow of water in the drainage is conveyed into creeks.

Heavy rains, even of short duration, result to flooding in some areas of Mandaluyong. Most prone to flooding are barangays Plainview along Maysilo Circle, New Zaniga along P. Cruz and Boni Ave., Hagdang Bato Ibaba along Shaw Blvd. and Acacia Lane. During stormy weather, these areas expand to cover barangays in the vicinity of Pasig and San Juan Rivers. However, there are certain areas in higher elevations identified as flood prone which point to the fact that other factors may have caused flooding, e.g., reduced capacity of natural waterways due to sedimentation.

MONTH	TEMPERATURE (^oC)				GREATEST DAILY RAINFALL (mm)			STRONGEST WINDS (mps)				SEA LEVEL PRESSURES (mbs)
	TEMPERATURE (^oC)				GREATEST DAILY RAINFALL (mm)			STRONGEST WINDS (mps)				SEA LEVEL PRESSURES (mbs)
	HIGH	DATE	LOW	DATE	AMOUNT	DATE	SPD		DIR	DATE	HIGH		DATE	LOW	DATE
JAN	34.7	01-17-1998	15.5	01-27-1987	55.8	01-16-1988	24		ESE	01-17-1972	1021.4		01-21-2005	998.8	01-22-1989
FEB	35.6	02-24-1967	15.1	02-04-1987	61.7	02-22-2013	22		SSE	02-02-1992	1021.7		02-14-2017	1002.3	02-09-1985
MAR	36.8	03-26-1983	14.9	03-01-1963	65.0	03-31-2012	13		S	03-16-1992	1021.0		03-05-2005	997.8	03-28-1988
APR	38.0	04-25-1998	17.2	04-05-1963	64.8	04-21-2015	26		SSE	04-07-1992	1016.9		04-05-1998	1001.4	04-16-2007
APR											1016.9		04-03-2017
MAY	38.5	05-14-1987	17.8	05-03-1962	166.0	05-20-1966	21		N	05-10-1992	1015.1		05-28-1986	992.4	05-17-1989
JUNE	38.0	06-02-1993	18.1	06-27-1961	334.5	06-07-1967	37		SW	06-25-1972	1014.9		06-07-1997	978.7	06-26-1993
JULY	36.2	07-20-1998	17.7	07-23-1961	246.4	07-07-2002	36		NNW	07-09-1977	1015.0		07-01-1979	989.2	07-15-1978
AUG	36.1	08-17-2017	17.8	08-23-1964	391.4	08-07-2012	32		N	08-22-2000	1015.3		08-23-2002	994.2	08-24-1978
SEP	35.6	09-10-2017	20.0	09-08-1964	455.0	09-26-2009	35		NE	09-28-2006	1016.0		09-28-1997	987.4	09-30-1995
OCT	35.4	10-09-2003	18.6	10-31-1967	209.3	10-18-1975	30		SE	10-11-1989	1016.0		10-25-1986	978.7	10-23-1988
NOV	35.0	11-01-2001	15.6	11-12-1962	169.9	11-20-1966	50		NNW	11-03-1995	1019.1		11-18-1979	980.6	11-03-1995
DEC	34.7	12-15-1997	15.1	12-13-1988	135.5	12-15-2015	22		SE	12-22-1997	1020.0		12-27-2001	998.1	12-02-2004
ANNUAL	38.5	05-14-1987	14.9	03-01-1963	455.0	09-26-2009	50		NNW	11-03-1995	1021.4		01-21-2005	978.7	06-26-1993 10-23-1988
Period of	1961 - 2017				1961 - 2017			1961 - 2017				1961 - 2017
Record	1961 - 2017				1961 - 2017			1961 - 2017				1961 - 2017

Table. 4.02. Climatological Extremes: As of Year 2017

Table. 4.02.

STATION : SCIENCE GARDEN, QUEZON CTIY LATITUDE : 14°38’41.35”N

Prepared by: CAD/CADS/PAGASA LONGITUDE : 121°02’40.45”E

ELEVATION : 43M

Table. 4.03. Monthly Total and Annual Rainfall Amount (mm): 2000-2018

YEAR	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP	OCT	NOV	DEC	ANNUAL
2000	17.3	38.1	103.5	37.5	592.2	177.3	1003.3	520.1	604.1	537.0	255.0	187.8	4073.2
2001	21.1	105.3	12.3	31.3	261.1	248.5	518.9	549.2	183.1	191.0	73.1	96.9	2291.8
2002	8.4	13.4	21.6	20.4	49.7	184.2	1310.4	444.5	426.3	241.5	235.0	37.4	2992.8
2003	1.6	7.3	9.6	22.1	465.8	231.8	268.3	380.5	497.6	184.9	118.2	6.8	2194.5
2004	6.0	36.5	T	88.4	206.6	214.6	335.6	686.0	308.3	86.6	204.5	60.0	2233.1
2005	12.7	12.0	16.0	35.8	137.9	528.9	221.2	342.4	413.6	487.8	76.6	86.6	2371.5
2006	56.3	6.8	78.5	T	172.8	333.6	662.6	310.1	667.6	212.2	88.7	76.8	2666.0
2007	2.2	24.1	21.9	25.8	258.3	99.4	205.9	669.9	437.6	220.2	284.6	52.2	2302.1
2008	47.1	23.9	38.9	35.5	261.8	361.4	225.3	430.4	447.7	249.4	187.9	70.0	2379.3
2009	43.1	10.4	93.7	138.5	268.4	438.1	660.8	408.1	1123.5	272.3	54.1	6.6	3517.6
2010	5.1	T	2.4	20.1	62.0	355.5	410.4	628.1	386.6	413.5	254.5	136.9	2675.1
2011	155.3	0.2	32.8	3.6	312.3	724.7	548.2	634.4	446.4	284.6	271.3	219.9	3633.7
2012	41.2	128.6	195.5	2.0	327.7	313.2	886.4	1387.2	736.1	339.1	26.7	48.0	4431.7
2013	47.0	89.0	132.1	47.5	169.9	552.8	222.0	972.4	684.2	356.7	89.8	116.2	3479.6
2014	T	0.8	21.6	22.6	107.2	242.9	478.0	412.1	727.2	404.0	94.6	150.5	2661.5
2015	29.0	2.7	6.6	64.8	74.6	329.5	628.6	459.3	471.9	223.6	16.2	295.8	2602.6
2016	4.4	8.3	2.8	43.4	180.2	175.1	296.1	780.2	495.3	306.0	100.1	126.3	2518.2
2017	43.9	74.0	7.0	128.2	297.5	343.4	560.4	450.4	409.6	283.0	157.5	97.3	2852.2
2018	85.4	2.0	19.7	114.8	87.0	786.5	768.4	-	-	-	-	-	-

STATION : SCIENCE GARDEN, QUEZON CTIY LATITUDE : 14°38’41.35”N

Prepared by: CAD/CADS/PAGASA LONGITUDE : 121°02’40.45”E

ELEVATION : 43M

Notes: T – Trace values

Table 4.04. Climatological Normal Values: 1981 - 2010

(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)	(10)	(11)	(12)	(13)	(14)	(15)	(16a)	(16b)
Month	Rainfall		Temperature						Vapor Pres-sure (mbs)	Rel. Hum %	MSLP (mbs)	Wind		Cloud Amount (okta)	No. of Days w/
Month	Amount (MM)	No. of RD	Max (°C)	Min (°C)	Mean (°C)	Dry Bulb (°C)	Wet Bulb (°C)	Dew Pt. (°C)	Vapor Pres-sure (mbs)	Rel. Hum %	MSLP (mbs)	DIR (16 pt)	SPD (mps)	Cloud Amount (okta)	TSTM	LTNG
JAN	18.5	4	30.6	20.8	25.7	25.3	22.2	20.9	24.6	76	1012	N	1	5	1	0
FEB	14.6	3	31.7	20.9	26.3	26	22.3	20.8	24.4	73	1012	NE	1	5	0	0
MAR	24.8	4	33.4	22.1	27.8	27.6	23.2	21.5	25.4	69	1011	SE	1	4	2	1
APR	40.4	5	35	23.7	29.4	29.2	24.4	22.7	27.2	67	1010	SE	1	4	4	2
MAY	186.7	10	34.7	24.7	29.7	29.3	25.3	23.9	29.5	72	1009	S	1	5	12	8
JUN	316.5	18	33.1	24.6	28.8	28.4	25.5	24.5	30.6	79	1008	SW	1	6	17	9
JUL	493.3	22	31.9	24.1	28	27.5	25.2	24.4	30.5	83	1008	SW	2	6	19	9
AUG	504.2	23	31.3	24.2	27.8	27.3	25.2	24.5	30.6	84	1007	SW	2	7	17	6
SEP	451.2	22	31.6	24	27.8	27.2	25.1	24.4	30.4	84	1011	SW	1	6	18	9
OCT	296.6	18	31.6	23.5	27.6	27	24.7	23.9	29.5	83	1009	N	1	6	11	6
NOV	148.8	14	31.4	22.7	27.1	26.5	24.1	23.2	28.4	82	1010	N	1	5	5	1
DEC	78.7	8	30.5	21.6	26	25.5	22.8	21.7	25.9	79	1012	N	1	5	1	0
AN NUAL	2574.4	153	32.2	23.1	27.7	27.2	24.2	23	28.1	78	1010	N	1	5	107	51

STATION : SCIENCE GARDEN, QUEZON CTIY LATITUDE : 14°38’41.35”N

Period : 1981 - 2010 LONGITUDE : 121°02’40.45”E

ELEVATION : 43.0 M

Definition of Terms:

Climatological Normals

Period averages computed for a uniform and relative long period comprising at least three (3) consecutive 10-year period.

Rainfall (column 2)

The amount of precipitation (rain, hail, etc.) expressed in millimeters depth, of the layer of the water which has fallen.

Rainy Days (column 3)

A rainy day is defined as a period of 24 hours beginning at 8AM to 8AM of the next day during which 0.1 mm of rain is recorded.

Maximum Temperature (column 4)

The maximum temperature in °C recorded for the day, usually occurring in the early afternoon.

Minimum Temperature (column 5)

The minimum temperature in °C recorded for the day, usually occurring during early hours of the morning (before sunrise).

Mean Temperature (column 6)

Mean Temp. = Maximum + Minimum / 2

Dry Bulb Temperature (column 7)

It gives the air temperature in °C at the time of observation.

Wet Bulb Temperature (column 8)

It gives the temperature in °C that an air parcel would have if cooled adiabatically to saturation at constant pressure by evaporating water in it.

Dew Point Temperature (column 9)

The temperature in °C at a given pressure, to which the air must be cooled to become saturated. It is the temperature when atmospheric moisture begins to condense to liquid forming “dew” upon objects.

Vapor Pressure (column 10)

Denotes the partial pressure of water vapor in atmosphere. As the water evaporates, additional water vapor is introduced into space above and pressure increases slightly as the new vapor is added. The increasing pressure is due to an increase in the partial pressure of water vapor.

Relative Humidity (column 11)

The ratio of the amount of water vapor actually in the air to the maximum amount the air can hold at that temperature.

Mean Sea Level Pressure (column 12)

The force exerted by the weight of the atmosphere on a unit area at the mean sea level. It is also the atmospheric pressure at mean sea level.

Prevailing Winds (columns 13 & 14)

The prevailing wind direction most frequently observed during a given period while the average wind speed in meters per second is the arithmetic average of the observed wind speed.

Cloud Amount (column 15)

The amount of cloud present in the sky, expressed in oktas of the sky cover. Okta is the function denoting cloud amount and is equal to 1/8 of the whole sky.

Days with Thunderstorm (column 16a)

A thunderstorm day is defined as an observational day during which thunder is at station.

Days with Lightning (column 16b)

A day with lightning is reported whenever lightning is observed.

Maps 4.11 AND 4.12 from the READY FOR GMMA PROJECT and RAP, respectively, show areas in the city with flood hazard and estimated damages due to such flood.

Map 4.13 shows the result of a study conducted by a local technical team from the Mandaluyong City Planning and Development Department clustering flood prone barangays based on tributary areas and common directional flow of drainage facilities existing in these barangays.

BIOLOGICAL ENVIRONMENT

Flora

Once abundant with trees that provided wood for furniture-making, the natural vegetation in the city has been reduced to rows of full-grown acacia trees lining the shoulders of Acacia Lane and sparse stands of trees in private lots, subdivisions and school compounds.

Urban forestry has been introduced along sidewalks and center-island of roads, in spare yards around public buildings and pocket and linear parks along Pasig River. The cultivated vegetation are mostly ornamental plants, a few fruit-bearing trees and flowery shrubs.

A small nursery that supplies the greening project of the city is being maintained within the Welfareville Compound along Martinez St.

In support to the award-winning Nutrition Program of the city, community gardens of vegetables and medicinal herbs are being promoted and maintained not only in flat pocket areas but also as vertical gardens along perimeter walls and wire mesh structures.

Wack-Wack, home to an 18-hole golf course, is covered in green ornamental grass and cultivated trees.

Fauna

There is no record of fauna species in Mandaluyong except for domesticated animals such as dogs and cats and other household pets like rabbits, white mice and love birds. Common birds and insects could also be found in the periphery such as maya, a variety of butterflies and other garden insects.

Common species of fish can be found in the Pasig River such as the janitor fish, kanduli, gurami, etc.

LAND USE

Development Trends

Mandaluyong used to be a forestral agricultural town with rolling terrain, vast grasslands, and marshlands. Its inaccessibility to Manila and adjacent municipalities due to absence of connecting roads rendered Mandaluyong the most backward amongst municipalities now comprising Metropolitan Manila.

Urbanization gradually began halfway through the 20^th Century with the construction of Sevilla Bridge connecting to Manila, and EDSA, then called Highway 54, as well as the improvement of Shaw Blvd. Very few open spaces remained by late 1980’s as industrial sites, commercial strips and residential subdivisions developed.

By 1990, Mandaluyong was about 39.35% residential, 7.88% Commercial, 12.92% industrial, 9.50% institutional, and 30.29% open space (a combination of parks, road networks, cemetery, vacant).

Now centrally located in the major transport network in Metropolitan Manila, Mandaluyong suddenly becomes an ideal location for large business and commercial establishments of global standards. This led to commercialization of land strips along prominent roads such as Ortigas Ave., Martinez, San Francisco, Sgt. Bumatay, Barangka Drive, Gen. Kalentong, Shaw Boulevard, and Pioneer Streets.

Classification of Mandaluyong into a highly urbanized city in 1994 led to further intensification of land uses. By 1995, commercial activities, mostly in the form of medium to high rise structures, covered about 13.30% of the city land area.

Planned development of the area bounded by Shaw Blvd., Mandaluyong-Pasig boundary, the Pasig River, and EDSA from a Medium Intensity Industrial Zone into a Central Business District came about in 1997 as the city’s response to major redevelopment projects in prime areas in the Metropolis. Expansion of Ortigas Center and development of Fort Bonifacio CBD have the most considerable influence as these areas are in the immediate vicinity of the Mandaluyong CBD. Gradual dispersal of industries from this area to areas outside Metro Manila was manifested by the rise of towering structures such as the Pioneer Highlands, City Square Pioneer, the Legend Hotel, restaurants, furniture shops and other commercial and residential establishments.

Elsewhere in the city proliferated multi-level residential and office condominiums as well as middle-class residential subdivisions, further reducing industrial areas by 1.97% in 1998.

At the turn of the century, commercial activities originally confined to strips along prominent roads appeared in random with institutions and industrial activities, within large expanse of residential areas.

While residential use remains the dominant use in the city, parks and open spaces for public use were in short supply, despite the presence of two large open spaces, one in Brgy. Wack-Wack in the northern part of the city that is actually the Wack-Wack Golf and Country Club and exclusively private, and the other in Brgy. Addition Hills − a Planned Unit Development area.

As reflected in the 2001 Land Use Map (Map 14), one can reasonably conclude that development of the city is directed towards full commercialization, not only due to attracting more investors, but also with the tendency of the residents to engage in more economically productive activities as manifested by the proliferation of commercial activities within residential zones.

By the year 2004, Mandaluyong is 36.84 percent Residential, 17.55 percent Commercial, 7.18 percent Institutional, 5.33 percent Industrial and 33.09 percent open space and others.

In 2006, the city is 34.57% residential, 21.45% commercial, 8.05% institutional, 3.39% industrial, and the rest is open space of 32.54% including roads, parks, vacant land, cemetery and rivers (Map 4.15).

By 2011, residential area in hectares has increased to 43.78% while commercial use decreased to 20.58%^{^[4]} (Map 4.16).

Coming to year 2017, residential area decreased to 39.47% while commercial increased to 23.79% and mixed development in the form of condominium villages and condotels, a mix of hotel and condominium units, took up 8.42% of the land area in Mandaluyong.⁵

APPROVED LAND USE PLAN 2017 - 2032

The Comprehensive Development Plan of the City[5], approved by the Housing and Regulatory Board on April 16, 2001, was updated and also approved by the board on November 21, 2017. The CDP 2017-2032 features a Land Use Plan that clearly defines the four general land use policy areas of (1) Settlement, (2) Production, (3) Infrastructure and (4) Open Space Preservation with the addition of Surface Waters & Air Space Utilization.

Changes in people’s lifestyles and beliefs, government policies and global development trends have greatly influenced the decision to revise the Land Use Plan. Consequently, the existing Zoning Ordinance has been revised and updated by Ordinance No. 664, S-2017 on June 2, 2017 to effectively implement the plan. Table 4.05 shows a comparative area coverage of target land uses between the two latest Land Use Plans.

LAND USE REGULATORY MEASURES

Mandaluyong City is the first local government unit to adopt a Zoning Ordinance that implements the principle of Development Charges. Such Development Charges are applicable to appeals on zoning variation specifically on maximum allowable height or floor area ratio of the proposed vertical structure granted approval by the Local Zoning Board of Adjustment and Appeals. Specific development charge is applied on a 25% increment of the total additional building height or floor area ratio generated but not exceeding 50% of the original maximum allowable building height or floor area ratio.

Table 4.05. Target Land Use Allocation: 2011 and 2017
LAND USE CLASSIFICATION	Year 2011 (has.)	%	Year 2017 (has.)	%	DIFFERENCE
Residential	492.78	43.78	455.04	39.47	-4.30%
Commercial	255.24	20.58	274.28	23.79	3.21%
Industrial	-	-	-	-	-
Institutional	35.04	3.11	39.02	3.38	0.27%
Socialized Housing	3.74	0.33	4.20	0.37	0.04%
Mixed Development	-	-	97.00	8.42
Others (Vacant, Roads, Parks & Playgrounds, River, Cemetery & URA)	338.09	32.5	283.27	24.57	-7.93%
Total	1,125.69	100 %	1,152.81	100 %

Height Restrictions

Building height regulations and FAR for residential and commercial zones are summarized in (Table 4.06). Structures in other zones are subject to the height restrictions and requirements of the Air Transportation Office (ATO) as well as the requirements of the National Building Code, the Structural Code as well as all laws, ordinances, design standards, rules and regulations related to land development and building construction and the various safety codes.

Parking Regulations

Parking requirements are higher than the minimum prescribed under PD1097 (National Building Code)

Area Regulations

Area regulation in all zones is subject to the minimum requirements of the following statutes and regulations:

PD 957 – The “Subdivision and Condominium Buyers “Protective Law” and its revised Implementing Rules and Regulations.
BP 220 – “Promulgation of Different Levels of Standards and Technical Requirements for Economic and Socialized Housing Projects” and its revised implementing rules and regulations.
PD 1096 – National Building Code
Fire Code
Sanitation Code
Plumbing Code
Structural Code
RA 7279 UDHA
Green Building Regulations as per Ordinance No. 709, S-2018 signed on October 1, 2018.
Overlay Zone Regulations mainstreaming disaster preparedness and climate change

Zone Classifications for the City of Mandaluyong are reflected in Map 4.17 and Table 4.06.

Land Use Related Problems

As the city continuously transform towards global competitiveness, higher quality of life is expected such that pockets of blighted/problem areas brought about by intensification of land uses remain a priority concern of the city government.

The following summarizes problem situations identified in a study[6] led by the City Planning and Development Department.

Table 4.06. Height Regulations per Zonal Classification
Zone Classification	Building Height Limit
Zone Classification	Number of Storey	Height in Meters
R1 Low Density Residential	3	10.00
R2 Medium Density Residential	4	12.00
R3-A High Density Residential	7	21.00
R3-B Very High Density Residential	18	54.00
C1 Low Density Commercial	5	15.00
C2-A Medium Density Commercial	6	18.00
C2-B Medium Density Commercial	10	30.00
C3-A High Density Commercial	16	48.00
C3-B High Density Commercial	30	90.00
MD1 Low Density Mixed Development	7	21.00
MD2 Medium Density Mixed Development	5	15.00
MD3 High Density Mixed Development	18	54.00
Mandaluyong – Ortigas CBD	60	180.00
Mandaluyong – Pioneer CBD	FAR 12
New Central Business District	FAR 10
Urban Residential Area – New Town Development	3	10.00

Blighted Areas

Blighted areas in the city are characterized mainly by the presence of informal settlements, old and dilapidated buildings prone to fire or collapse in case of ground shaking, unlit public spaces such as roadways where streetlights are spaced too far apart or have busted light bulbs, and solid wastes leftover after the scheduled collection by trucks.

Illegal Parking

It is commonly observed that illegal parking is the main cause of road blocking and congestion, either in the form of double parking or parking and waiting area for Public Utility Jeepneys (PUJs) despite existence of a city Ordinance on One Side Parking and designated tow-away zones. While provision of appropriate parking space is a requirement for issuance of Locational Clearance and Building Permit for new structures and structures for renovation, parking space for existing structures are limited to what was originally provided in its design and the use of sidewalks and even portion of the road.

At present, the barangays are still in various stages of localizing and implementing the One-side Parking Ordinance.

Encroached Setbacks

Another urban development issue that is very visible is the occupation of open spaces even as small as the mandatory setbacks from roads and waterways. While informal settler families are the typical violators of this land use regulation having no other options to establish their homes, encroachment by the private sector has become a common scenario as well. While there are other residences that have utilized the sidewalks and even portion of the road as their front yards and parking space as shown in the previous sections of this report, it can also be observed that small services like vulcanizing shops, car wash and even canteens and flea market stalls have become rampant even on secondary and main roads such as Boni Avenue, F. Blumentritt St., P. Oliveros St., and Barangka Drive among others. These activities not only cause obstruction and deny the public the benefit of sidewalks, but also generate both liquid and solid wastes that eventually find its way to the drainage system and waterways.

Another cause of obstruction on sidewalks are utility boxes of telecommunication companies, another likely spot for dumping wastes.

INFRASTRUCTURE SERVICES AND UTILITIES

TRANSPORTATION

1. Accessibility

The city is provided with good access roads to and from adjacent cities and municipalities. As emphasized in the previous sections, accessibility is among the city’s prime advantages. Considered as the heart of Metropolitan Manila, main roads such as EDSA, Ortigas Ave. and Shaw Blvd. provide inter-city linkages while Boni Ave. and Martinez Ave. oftentimes serve as alternate routes. A total of 39 concrete bridges (Table 4.06) connect gaps in the road network while several minor roads provide additional access from San Juan City. All in all, the city has 32 entries and exit points[7], and these can be seen in Map 4.18.

Also shown are network interchanges designed to facilitate crossing and access to EDSA, as well as existing and proposed rail transport lines traversing the city.

2. Road Pattern and Density

At present, the city is served with a total of 80.933 km of concrete and asphalt paved roads (excluding subdivision roads) giving off a total road density of 7.19 km/100 hectares of land, way above the standard ratio of 1 km/100 Ha for Metro Manila, making Mandaluyong City actually over-served with roads. This, however, does not ensure efficiency of the road network, which is also affected by socio-economic factors, land use characteristics, and the environmental condition of the area it serves. An inventory of bridges and roads is shown in Tables 4.07 and 4.08.

MODES OF TRANSPORT

1. Land Transportation

Being an inland city and generally flat but for a few gentle slopes, internal circulation is land-based utilizing different modes of transportation such as public utility jeepneys and tricycles, private cars and the rail transit system. Of these, the most popular is the jeepney, considering the income class of majority of the commuters and its economic advantage over the car in relatively short distances within and outside the city’s periphery. Public utility jeepneys have 12 terminals (Map 4.19) in the city and circulate the city plying inter-city routes reaching the cities of Manila, San Juan, Makati, Pasig, and the Rizal Province. Internal road networks are served by motorized tricycles with around 4 terminals scattered in the city in 4 zones (Map 4.20) to regulate operations and with established routes that avoid main thoroughfares.

Electric tricycles (e-trike) are becoming popular as alternative environment-friendly transportation serving both interior and major thoroughfares except EDSA and Ortigas Avenue. To date, the city has already signed an agreement with the Department of Energy (DOE) and the Asian Development Bank (ADB) for the turn-over of 170 units of e-tricycles as a result of the pilot testing of the city for the feasibility of e-trike to be used and incorporated into Metro Manila Cities and promotion of e-trikes as the environment-friendly alternative to transportation in Metro Manila. An E-Tricycle Division under the Traffic and Parking Management Department is currently under works. The targeted drivers/beneficiaries of E-Trike Units from different TODAs concentrated on Zone I (Pioneer Business District) and Zone II (Crossing, Highway Hills) are scheduled for orientation by DOE and the manufacturers of the E-Trike units on January 25, 2019 regarding the benefits of using the said units and operation and maintenance of units to be followed by on-site testing of the units on San Francisco St.

Commuters traveling the length of EDSA commonly use the Metro Rail Transit (MRT) considerably called as the regular commuter’s bus. However, the bus is still preferred by some due to its more direct access to both origin and destination in the vicinity of EDSA and as well as the fact that buses are available on a 24-hour basis while the rail transit operates within a scheduled routine from 5:00 AM to 9:30 PM daily. When traversing the city, North-South bound and East-West bound buses are confined along EDSA and Ortigas Avenue and Shaw Boulevard, respectively.

The advent of Transport-Network Vehicle Services or TNVS provided additional options to commuters and contributed to the reduction of demand for transportation and temporary parking areas.

2. Water Transportation

The presence of the Pasig River stretching along the south border of the city provides an alternative route and mode of transport for cargo freight of industries along the river. Commuters opting for a more direct and faster route to and from the cities of Makati and Manila cross the river on a small boat either pulled by ropes or powered by a motor. The location of water transport terminals or “Tawiran” are shown in Map 4.21.

WATER SUPPLY

1. Water Distribution System

Generally, the city is supplied by the Manila Water Company Inc. (MWCI), a private waterworks system whose network covers eight local government units in the eastern part of Metro Manila, and derives water from major water shed areas in the provinces of Bulacan, Rizal and Quezon.

Table 4.07. Inventory of Bridges

LOCATION	CLASSIFICATION (Type of Administration)	NO. OF LANES/WAY	EXISTING CONDITION
1. New C-3 Road (Martinez Ext. near 9 de Pebrero)	Local	6	Good Condition
2. Shaw Blvd. (near Acacia Lane, Maytunas Creek)	National	8	Good Condition
3. Guererro St. (near Shaw Blvd., Maytunas Creek)	Local	2	Good Condition
4. Araullo St. (near Shaw Blvd., Maytunas Creek)	Local	2	Good Condition
5. C. Cruz St. (near Shaw Blvd., Maytunas Creek)	Local	2	Good Condition
6. Callejon St. (near Shaw Blvd. Maytunas Creek)	Local	2	Good Condition
7. J. Vargas St. (boundary of San Juan City, Maytunas Creek)	Local	2	Good Condition
8. Haig St. (boundary of San Juan City, Maytunas Creek)	Local	2	Good Condition
9. Gen. Kalentong (boun-dary of San Juan City, Maytunas Creek)	National	2	Good Condition
10. Wack-Wack Road (near Shaw Blvd., Ermitanio Creek)	Local	2	Good Condition
11. Boni Ave. (near Aliw St. Buhangin Creek)	Local	6	Good Condition
12. Ligaya St. (near Boni Ave., Buhangin Creek, RCCP)	Local	1	Good Condition
13. Sikap St. (near Boni Ave., BUhangin Creek (RCBC)	Local	2	Good Condition
14. Maysilo Circle (near Bumatay St., Buhanging Creek)	Local	4	Good Condition
15. Sto. Rosario St. (near San Ignacio, Buhangin Creek , RCCP)	Local	2	Good Condition
16. San Miguel, (near Sto. Rosario, Buhangin Creek, RCCP)	Local	2	Good Condition
17. San Rafel St., (Buhangin Creek, RCCP)	Local	2	Good Condition
18. San Rafael Ext. (Buhangin Creek, RCCP)	Local	2	Good Condition
19. San Jose (Buhangin Creek RCCP)	Local	2	Good Condition
20. P. Cruz St., (Buhangin Creek, RCCP)	Local	2	Good Condition
21.Canteras St. (Buhangin Creek, RCBC)	Local	2	Good Condition
22.G. Pedro St., (Buhangin Creek, RCBC)	Local	2	Good Condition
Cont. Table 4.07
LOCATION	CLASSIFICATION (Type of Administration)	NO. OF LANES/WAY	EXISTING CONDITION
23.C. Reyes St., (Buhangin Creek, RCBC)	Local	2	Good Condition
24. Ballesteros St. (Buhangin Creek, RCBC)	Local	2	Good Condition
25. Lerma St., (Buhangin Creek RCCP)	Local	2	Good Condition
26.Blumentritt, (Buhangin Creek, RCCP)	Local	2	Good Condition
27. A. Mabini St., (Buhangin Creek)	Local	2	Good Condition
28. United St., (Buayang Bato Creek)	Local	2	Good Condition
29.Reliance St., (Buayang Bato Creek)	Local	2	Good Condition
30.Union St., (Buayang Bato Creek)	Local	2	Good Condition
31.Pines St., (Buayang Bato Creek)	Local	2	Good Condition
32.Pioneer St., (Buayang Bato Creek)	National	6	Good Condition
33. Correctional Road (near 9 de Pebrero)	National	2	Good Condition
34. Guadalupe Bridge (EDSA, Pasig River)	National	10	Good Condition
35. Sevilla Bridge, (Kalentong San Juan River)	National	6	Good Condition
36.Mandaluyong-Makati Bridge, (Pasig River)	National	6	Good Condition
37. 9 de Pebrero (near NCMH, RCBC)	National	2	Good Condition
38. 9 de Pebrero – Dr. J. Fernandez (near S. Laurel, RCBC)	Local	2	Good Condition
39. Pantaleon-Rockwell Bridge	National	2	Good Condition

Table 4.08. INVENTORY OF ROADS

No.	Name of R O A D S	FROM	TO	LENGTH Km.	WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
CITY ROADS
1	ADB Avenue	Julia Vargas	Q.C. Bound	0.6	12.00	Concrete
2	Acacia Lane	F. Ortigas	Shaw Boulevard	0.206	12.00	Concrete
3	Agudo	Hilaga	End	0.32	6.00	Concrete
4	Alcaraz	J. Rizal	End	0.07	4.00	Concrete
5	Alchan	Palali	Wayan	0.187	6.00	Concrete
6	Aliw Street	Boni Ave.	San Rafael	0.016	6.10	Concrete
7	A. Luna	MRR Road	Blum.	0.66	5.60	Concrete
8	Alvaran Street	P. Lopez	I. Lopez	0.12	5.80	Concrete
9	A. Mabini Street	Blum.	J. Rizal	0.42	6.00	Concrete
10	Amarillo	9 de Feb.	Dr. Fernandez	0.195	6.10	Concrete
11	A. Martinez	Boni Ave.	I. Lopez	0.07	6.20	Concrete
12	Antipolo	Calbayog	Montalban	0.26	5.80	Concrete
13	Antonio	Luna Mencias	End	0.1	6.00	Concrete

Cont. Table 4.08
No.	Name of R O A D S	FROM	TO		LENGTH Km.	WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
14	Ano 96	L. Gonzales	Pinagtipunan		0.145	6.00	Concrete
15	Apo Street	Pinatubo	Lion’s Rd		0.185	6.00	Concrete
16	Aquino Street	H. Poblador	MRR Road		0.05	5.10	Concrete
17	Araullo	Shaw Blvd.	A. Mabini		0.91	6.00	Concrete
18	Arayat	Sierra Madre	Libertad		0.635	7.00	Concrete
19	A.T. Reyes	Blum.	Pag Asa		0.577	5.70	Concrete
20	B. Reyes	J. Luna	MRR		0.5	6.00	Concrete
21	Ballesteros Street	P. Cruz	M. Lerma		0.457	6.10	Concrete
22	Banahaw Street	Vicencio	Samat		0.24	6.00	Concrete
23	Barangka Drive	9 de Feb.	E. Pantaleon		1.305	8.00	Concrete
24	Basilan Street	Boni Ave.	Talumpong		0.335	6.00	Concrete
25	Bataan Street	San Roque	San Roque		0.122	5.60	Concrete
26	Balagtas Street	Shaw Blvd	Araullo		0.365	6.00	Concrete
27	Bilog Street	Catacutan	E. Cruz		0.06	5.00	Concrete
28	Buenconsejo Street	Sikap	Fabella		0.34	6.10	Concrete
29	Buenviaje Street	Sikap	San Rafael		0.16	6.10	Concrete
30	Bulalakaw Street	Sgt. Bumatay	Katarungan		0.395	6.00	Concrete
31	Bulusan Street	9 de Feb.	Makiling		0.456	6.00	Concrete
32	Busilak	Timog	End		0.425	6.00	Concrete
33	B. Tamayo	I. Lopez	P.Lopez		0.1	6.10	Concrete
34	Calbayog	9 de Feb.	Dr. Fernandez		0.74	6.10	Concrete
35	Calderon Street	Shaw Blvd.	Ermitano Creek		0.825	6.10	Asphalt
36	Camiguin	Barangka Drive	Tabayog		0.04	6.00	Concrete
37	B. Castaneda	9 de Feb.	End		0.135	6.00	Concrete
38	C. Castaneda	J. Rizal	Boundary		0.04	5.70	Concrete
39	Catacutan	J. Rizal	G. Enriquez		0.191	6.10	Concrete
40	C. Dela Cruz	E. Cruz	Catacutan		0.13	5.00	Concrete
41	Connecticut Street	EDSA	Ortigas Ave.		1.625	1.47	Concrete
42	Concepcion Street	San Rafael	San Miguel		0.107	6.10	Concrete
43	Canteras Street	P. Cruz	M. Lerma		0.165	6.10	Concrete
44	Chuaquico Street	Pantaleon	End		0.1	5.70	Concrete
45	Cordillera Street	Pinatubo	Sierra Madre		0.179	6.20	Concrete
46	Coronado Street	J. Rizal	M.R.R. Road		1.374	6.70	Concrete
47	Cresta Street	Makiling	Makiling		0.115	5.00	Concrete
48	Celia Street	Fabella	San Rafael		0.064	6.00	Concrete
49	Cavo Sanchez Street	Bonifacio	P. Burgos		0.288	5.00	Concrete
50	Dansalan Street	Boni Ave.	Palali	0.79		6.10	Concrete
51	Dalisay Street	San Francisco	P.N.R.	0.12		6.00	Concrete
52	De Leon Street	I. Lopez	Capt. P. Lopez	0.1		6.00	Concrete
53	Didicas Street	Makaturing	Makaturing	0.21		6.00	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
54	Dona Basilisa Yangco	J. Rizal	C. Castaneda	0.265		5.00	Concrete
55	Dr. Fernandez Street	9 de Pebrero	Mariveles	0.38		6.30	Concrete
56	Dr. Fabella Street	Barangka Drive	P.N.R.	1.7		6.00	Concrete
57	East Street	Sn Juan Bndry.	Wack wack rd	0.62		6.00	Concrete
58	E. Cruz Street	Blumentritt	J. Rizal	0.36		6.00	Concrete
59	E. Jacinto Street	Shaw blvd.	J. Luna	0.123		6.00	Concrete
60	E. Magalona Street	Haig	MRR road	0.155		6.00	Concrete
61	E. Santos Street	P. Victorino	End	0.060		5.30	Concrete
62	E. Pantaleon Street	S. Cruz	Coronado	0.91		6.00	Concrete
63	E. Reyes Street	Lerma	B. Francisco	0.17		6.00	Concrete
64	E. Rodriguez Street	Shaw Blvd.	9 de Pebrero	0.225		6.40	Concrete
65	E. Dela Paz Street	9 de Pebrero	E. Rodriguez	0.26		6.00	Concrete
66	Fabella I Street	Acacia Lane	9 de Pebrero	0.12		6.00	Asphalt
67	Fatima Street	Sto. Rosario	San Rafael	0.11		6.00	Concrete
68	F. Bernardo Street	Shaw Blvd.	Creek	0.185		6.10	Concrete
69	Florante Street	Bulalakaw	Creek end	0.32		6.00	Concrete
70	F. Ortigas Street	Boni Ave.	Acacia Lane	0.48		6.00	Concrete
71	B. Francisco Street	P. Cruz	Ortigas	0.36		6.10	Concrete
72	F. Roxas Street	Blumentritt	Creek	0.097		5.40	Concrete
73	Gabriel Street	Blumentritt	E. dela Cruz	0.097		4.00	Concrete
74	Gomezville Street	Shaw Blvd.	Araullo	0.248		6.00	Concrete
75	G. Pedro Street	B. Francisco	Lerma	0.168		6.00	Concrete
76	Grace Street	May	East	0.08		5.50	Concrete
77	Griarte Street	Private Road	Coronado	0.140		5.00	Concrete
78	Guerrero Street	Shaw Blvd.	Balagtas	0.267		6.10	Concrete
79	Guinhawa Street	Tanglaw	Hilaga	0.42		6.10	Concrete
80	Haig Street	Shaw Blvd.	Maytunas	0.785		6.00	Concrete
81	Halcon Street	Boni Ave.	Barangka	0.42		6.00	Concrete
82	Harapin Ang Bukas	A. Luna	Kalentong	0.212		5.00	Concrete
83	Hernandez Street	P. Cruz	L. Parada	0.085		6.00	Concrete
84	Hilaga Street	Guinhawa	Agudo	0.11		6.00	Concrete
85	Hinahon Street	Guinhawa	Agudo	0.095		6.00	Concrete
86	Ideal Street	Shaw Blvd.	Ermitano Creek	0.293		6.10	Concrete
87	I. Esteban Street	Sierra Madre	Malinao	0.642		6.00	Concrete
88	I. Lopez Street	P. Cruz	P. Gomez	1		6.10	Concrete
89	I, Lopez Ext.	P. Gomez	MRR	0.3		5.00	Concrete
90	Inocentes Street	Kalentong	A. Luna	0.189		5.00	Concrete
91	Irid Street	Sacripante	Sacripante	0.139		5.10	Concrete
92	I. Trinidad Street	Elino Cruz	J. Rizal	0.03		5.00	Concrete
93	I. Cruz Street	Vicencio	Parada	0.12		4.06	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
94	Jacinto Street	Shaw Blvd.	J. Luna	0.123		6.00	Concrete
95	J. Luna Street	Shaw Blvd.	Shaw Blvd.	0.163		6.00	Concrete
96	J.V. Vargas Street	Shaw Blvd.	Maytunas Creek	0.14		6.00	Concrete
97	J. Rizal Street	Coronado	A. Mabini	0.36		5.00	Concrete
98	Kalinisan Street	Tiyaga	Florante	0.22		6.00	Concrete
99	Kanlaon Street	Libertad	Sierra Madre	0.535		6.10	Concrete
100	Kapalaran Street	Timog	End	0.1		6.00	Concrete
101	Kapok Street	Pantaleon	Makaturing	0.12		6.00	Concrete
102	Kasipagan Street	Florante	Sgt. Bumatay	0.295		6.00	Concrete
103	Katarungan Street	Ma. Clara	Bulalakaw	0.825		6.10	Concrete
104	Kayumanggi Street	Katarungan	Ginhawa	0.6		6.00	Concrete
105	King Street	Samat	End	0.18		6.00	Concrete
106	Kislap Street	Bulalakaw	Katarungan	0.137		6.10	Concrete
107	Laura Street	Florante	Ma. Clara	0.15		6.00	Concrete
108	Lawson Street	Shaw Blvd.	Haig	0.16		6.10	Concrete
109	L. Cruz Street	Shaw Blvd.	Maytunas	0.1		6.00	Concrete
110	Lions Road	Boni Ave.	EDSA	0.427		7.35	Concrete
111	Lee Street	Shaw Blvd.	Calderon	0.66		6.10	Concrete
112	L. Gonzales Street	Shaw Blvd.	Pinagtipunan	0.415		6.10	Concrete
113	Libertad Street	EDSA	9 de Pebrero	0.4		8.00	Concrete
114	Ligaya Street	Boni Ave.	Buenconsejo	0.14		5.80	Concrete
115	Limay Street	Dansalan	End	0.04		5.70	Concrete
116	Lopez-Rizal	Dr. Fernandez	Samat	0.4		6.00	Concrete
117	Lourdes Street	San Rafael	San Rafael	0.1		6.25	Concrete
118	L. Parada Street	P. Cruz	Blumentritt	0.145		6.00	Concrete
119	L. Cruz Street	Capt.P. Cruz	I. Lopez	0.16		5.10	Concrete
120	Lunas Street	Pulog	Makiling	0.075		5.10	Concrete
121	Mabini Street	Shaw Blvd.	San Juan	0.46		6.40	Concrete
122	Macolog Street	Arayat	Boni Ave.	0.28		6.00	Concrete
123	Madison Street	EDSA	Pioneer	0.42		6.20	Asphalt
124	Magtoto Street	Blumentritt	E. dela Cruz	0.230		5.00	Concrete
125	Maharlika Street	Sikap	Ligaya	0.24		6.10	Concrete
126	Makaturing Street	Dansalan	P. Oliveros	0.325		6.00	Concrete
127	Makiling Street	Pulog	Mayon	0.335		5.80	Concrete
128	Malaya Street	Aliw	Sto. Rosario	0.048		6.10	Concrete
129	Malapantao Street	Dansalan	E. Pantaleon	0.3		6.00	Concrete
130	Malibato Street	S. Cruz	E. Pantaleon	0.16		5.00	Concrete
131	Malinao Street	Calbayog	Sierra Madre	0.194		5.00	Concrete
132	Ma. Clara Street	Katarungan	Ginhawa	0.669		9.30	Concrete
133	Mariveles Street	Kanlaon	Sierra Madre	0.662		6.00	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
134	Matamis Street	E. Pantaleon	End	0.1		6.00	Concrete
135	May Street	Wack wack	Schuyler	0.13		6.00	Concrete
136	Mayflower Street	Reliance	United	0.333		6.10	Concrete
137	Mayon Street	Boni Ave.	Cordillera	0.22		6.00	Concrete
138	Maysilo Street	Boni Ave.	Boni Ave.	0.39		12.00	Concrete
139	McCullough Street	A. Mabini	S. Laurel	0.287		6.10	Concrete
140	M. Cruz, Jr.	Calbayog	Sinag	0.04		5.00	Concrete
141	M. Cruz Street	9 de Pebrero	End	0.1		5.00	Concrete
142	M. Gonzaga Street	Bonifacio	A. Luna	0.215		6.00	Concrete
143	M. Martinez Street	Maysilo	Dr. Fabella	0.305		12.00	Concrete
144	M. Lerma Street	P. Cruz	Boni Ave.	0.34		6.10	Concrete
145	Modesto Mateo	Inocentes	End	0.210		6.10	Concrete
146	Montalban Street	Arayat	Bulusan	0.15		6.00	Concrete
147	M. Leyva	Aglipay	End	0.1		6.00	Concrete
148	M. Yulo Street	Shaw Blvd.	Maytunas Creek	0.095		6.00	Concrete
149	Nanirahan Street	A. Mabini	Villarica	0.26		6.00	Concrete
150	Natib Street	Kapok	Palah	0.315		6.00	Concrete
151	Old Wack Wack	Shaw Blvd.	9 de Pebrero	0.617		6.00	Concrete
152	P. Oliveros Street	Pantaleon	Makaturing	0.23		5.30	Concrete
153	Nueve de Febrero	NCMH	Barangka Drive	0.2		8.00	Concrete
154	P. Lopez Street	I. Lopez	T. Bernardo	0.315		5.10	Concrete
155	Paete Street	San Jose	Dr. Fernandez	0.131		6.00	Concrete
156	Palali Street	Dansalan	Malapantao	0.197		6.00	Concrete
157	Pananalig Street	Villarica	Nanirahan	0.14		6.00	Concrete
158	Paraiso Street	Boni Avenue	End	0.175		6.00	Concrete
159	Payapa Street	Florante	Tiaga	0.245		6.00	Concrete
160	P. Burgos Street	Bonifacio	Star	0.14		5.00	Concrete
161	P. Cruz Street	Blumentritt	Ortigas	1.1		6.30	Concrete
162	P. Gomez Street	I. Lopez	A. Luna	0.32		6.00	Concrete
163	Pilar Street	Shaw Blvd.	San Juan	0.34		6.10	Concrete
164	Pinagtipunan Street	Shaw Blvd.	Acacia Lane	0.653		6.00	Concrete
165	Pinatubo Street	EDSA	Pasig River	0.637		6.10	Concrete
166	Pines Dtreet	Reliance	Sheridan	0.357		6.10	Asphalt
167	Pioneer Street	EDSA	Pasig end	0.46		12.00	Asphalt
168	Poblador Street	Pinagtipunan	Acacia Lane	0.2		6.00	Concrete
169	Policarpio Street	P. Cruz	I Lopez	0.235		6.00	Concrete
170	P. Victorino Street	Pantaleon	End	0.275		6.00	Concrete
171	Poveda Street	EDSA	Teresiana	0.170		6.00	Concrete
172	P. Quieta Street	A. Luna	MRR	0.06		5.50	Concrete
173	Pulog Street	Dansalan	Macolog	0.355		5.50	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
174	Private P. Cruz	Silangan	Pantaleon	0.29		5.00	Concrete
175	Private Reyes	M. Lerma	B. Francisco	0.17		6.00	Concrete
176	Private Road	Blumentritt	Pantaleon	0.92		6.00	Concrete
177	Queens Road	Shaw Blvd.	End	0.152		6.00	Concrete
178	Rawland	J.V. Vargas	Maytunas creek	0.152		6.10	Concrete
179	Reliance Street	EDSA	Pasig Boundary	0.72		6.10	Asphalt
180	Road I	Arayat	Cordillera	0.21		6.10	Concrete
181	Road II	Cordillera	Road 1	0.09		6.10	Concrete
182	Romualdez Street	Magalona	Haig	0.36		6.10	Concrete
183	R.O. Santos Street	P. Cruz	I. Lopez	0.33		6.00	Concrete
184	R. Pascual Street	9 de Pebrero	E. Rodriguez	0.103		6.00	Asphalt
185	R. Vicencio Street	Pinagtipunan	Shaw Blvd.	0.205		6.00	Concrete
186	Rodriguez Street	Shaw Blvd.	9 de Pebrero	0.225		7.00	Concrete
187	Sacripante Street	Boni Avenue	Agudo	0.48		5.80	Concrete
188	Samat Street	Dr. Fernandez	Shaw Blvd.	0.475		6.70	Concrete
189	San Carlos Street	San Joaquin	San Rafael	0.085		6.00	Concrete
190	Saint Francis Street	Shaw Blvd.	Dna.Julia Vargas	0.21		12.00	Concrete
191	San Clemente Street	Shaw Blvd.	MRR	0.123		6.10	Concrete
192	San Francisco Street	Maysilo	Coronado	0.427		12.00	Concrete
193	Sanggumay Street	M. Martinez	Malaya	0.254		6.10	Concrete
194	Saniboy Street	Coronado	Blumentritt	0.15		5.00	Concrete
195	San Ignacio Street	San Rafael	Sto. Rosario	0.362		6.10	Concrete
196	Sn Jose Street(Hulo)	Pantaleon	End	0.175		5.00	Concrete
197	San Jose (Mauway )	Dr.Jose Fernandez	Amarillo	0.225		6.00	Concrete
198	San Marcelino	San Carlos	End	0.14		6.10	Concrete
199	Sto. Rosario Street	Boni Ave.	San Miguel	0.893		6.10	Concrete
200	Sulatan Street	Halcon	Barangka Drive	0.085		6.10	Concrete
201	San Miguel Street	San Rafael Ext.	San Ignacio	0.62		6.10	Concrete
202	San Pablo Street	Sto. Rosario	San Joaquin	0.25		6.10	Concrete
203	San Pedro Street	San Joaquin	Sto. Rosario	0.3		6.10	Concrete
204	San Rafael Extension	San Miguel	San Rafael	0.475		5.00	Concrete
205	San Rafael Street	Barangka Drive	San Miguel	2.03		6.10	Concrete
206	San Roque Street	Boni Avenue	Dansalan	0.02		6.10	Concrete
207	Schuyler Street	A. Mabini	Wack wack creek	0.36		6.10	Concrete
208	S. Fernandez Street	Luna Mencias	Araullo	0.32		6.00	Concrete
209	Sgt. Bumatay Street	Maysilo	Pantaleon	0.86		9.30	Concrete
210	Sheridan Street	Shaw Blvd.	Pasig River	1.335		9.00	Concrete
211	Sierra Madre Street	Sultan	Pinatubo	0.99		6.10	Concrete
212	Sikap Street	San Rafael	Ma. Clara	0.825		6.00	Concrete
213	Silangan Street	Barangka Drive	Pvt. Cruz	0.183		6.00	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
214	Sinag Street	Libertad	Antipolo	0.365		6.00	Concrete
215	S. Laurel Street	9 de Pebrero	East	0.85		6.00	Concrete
216	Sta. Ana Street	San Rafael	Sto Rosario	0.167		6.00	Concrete
217	Sta. Lucia Street	Sto. Rosario	Sta. Ana	0.2		6.10	Concrete
218	Star Street	A.T. Reyes	End	0.285		5.70	Concrete
219	Sto. Nino Street	San Joaquin	Sto. Rosario	0.3		6.00	Concrete
220	Sultan Street	Sierra Madre	EDSA	0.265		6.10	Concrete
221	S. Vicencio Street	Gabriel	End	0.21		5.00	Concrete
222	Silangan Street	Barangka Drive	Pvt. Cruz	0.183		6.00	Concrete
223	Tabayog Street	Talayan	Talumpong	0.319		6.00	Concrete
224	Talayan Street	Basilan	Aliw	0.316		6.00	Concrete
225	Talumpong Street	Basilan	Camiguin	0.145		6.00	Concrete
226	Tanglaw Street	Barangka Drive	Katarungan	0.845		6.10	Concrete
227	T. Bernardo Street	I. Lopez	F. Ortigas	0.177		6.10	Concrete
228	Timog Street	Sgt. Bumatay	Pantaleon	0.23		6.00	Concrete
229	Tinio Street	Pilar	Torres	0.137		6.00	Concrete
230	Tiosejo Street	P. Martinez	Shaw Blvd.	0.140		6.10	Concrete
231	Tiyaga Street	MRR	Sgt. Bumatay	0.14		6.00	Concrete
232	Trinidad Street	E. Cruz	Catacutan	0.180		5.00	Concrete
233	Torres Street	Shaw Blvd.	Araullo	0.3		6.00	Concrete
234	Union Street	Madison	Pines	0.12		6.10	Asphalt
235	United Street	EDSA	Pasig Bndry.	0.62		8.00	Asphalt
236	29 de Agosto	Pinagtipunan	Shaw Blvd.	0.76		6.00	Concrete
237	Vicencio Street	Blumentritt	M. Lerma	0.13		4.06	Concrete
238	Villarica Street	Nanirahan	Mabini	0.067		6.10	Concrete
239	Victorino Street	C. Fernando	Rodriguez	0.105		6.00	Asphalt
240	Wack Wack Road	A. Mabini	May	0.39		6.00	Concrete
241	Wayan Street	Kapok	Palah	0.22		6.00	Asphalt
242	Williams Street	Shaw Blvd.	Pasig Bndry.	0.18		6.10	Asphalt
243	Yulo Street	Shaw Blvd.	San Juan	0.085		6.00	Concrete
			Total Length	77.039
PRIVATE ROADS
1	Bank Drive	J. Vargas	Pasig Boundary			0.25
2	Berkely	EDSA	Harvard	0.16			0.16
3	Buffalo Street	Michigan	Duke	0.16		0.16
4	Colgate Street	Maryland	Duke	0.229		0.229
5	Columbia Street	Ortigas Ave.	Connecticut	1.04		1.04
6	Cornell	EDSA	Harvard	0.133		0.133
7	Cromwell Street	Princeton	Stanford	0.11			0.11
Cont. Table 4.08
No.	Name of R O A D S	From	To	LENGTH Km.		CONCRETE	ASPHALT
8	Duke Street	Northwestern	Columbia	0.84		0.84
9	Florida Street	EDSA	Sn Juan Bndry	0.46		0.46
10	Fordham Street	EDSA	Harvard	0.46		0.46
11	Harvard Street	Shaw Blvd.	Notre Dame	1.56		1.56
12	Holy Cross	Ortigas Ave.	Duke	0.575		0.575
13	Kansas Street	Holy Cross	Columbia	0.175		0.175
14	La Fayette Street	Kansas	Columbia	0.52		0.52
15	La Salle Street	Ortigas	Connecticut	0.496		0.496
16	Magnolia Street	Wack wack	Harvard	0.425		0.425
17	Maryland Street	La Salle	Holy Cross	0.206		0.206
18	Michigan Street	Duke	Wyoming	0.635		0.635
19	Missouri Street	Duke	Connecticut	0.16		0.16
20	North Western St.	La Salle	Connecticut	0.494		0.494
21	Notre Dame	Ortigas	Harvard	0.631			0.631
22	Princeton Street	Shaw Blvd.	EDSA	0.78			0.78
23	Richmond	Wyoming	Duke	0.22		0.22
24	Rochester Street	Holy Cross	EDSA	0.223			0.223
25	Stanford Street	Shaw Blvd.	Dna. Julia Vargas	0.607			0.607
26	Wisconsin Street	Duke	Wyoming	0.187		0.187
27	Wyoming	Duke	La Salle	0.414		0.414
28	Yale	Stanford	Shaw Blvd.	0.085		0.085
			TOTAL	11.985		9.724	2.511
NATIONAL ROADS
1	EDSA	Guadalupe	Q. C. Bound	5.015		5.015
2	Shaw Boulevard	Kalentong	Sn. Miguel Ave.	3.869			3.869
3	Boni Avenue	EDSA	Rev. Aglipay	2.920		1.520	1.400
4	Gen. Kalentong St.	San Juan Bound.	Rev. Aglipay	1.069			1.069
5	A. Bonifacio St.	SHAW Blvd.	A. Luna	0.820			0.820
6	Luna Mencias At.	SHAW Blvd.	Araullo St.	0.520		0.200	0.320
7	J. Vargas	SHAW Blvd.	Bridge	0.142		0.142
8	9 de Febrero	Barangka Drive	SHAW Blvd.	3.450		2.750	0.700
9	Rev. G. Aglipay (Blumentritt)	Gen. Kalentong	Coronado	2.920		1.520	1.400
10	Ortigas Avenue	EDSA	San Juan Bound.	1.277			1.277
11	National Mental Hospital Road	Km 9+506	Km 9+693	0.187		0.187
12	New Psychopatic Hospital Road	Km 9+606	Km 10+056	0.450			0.450
13	Welfareville Road	Km 8+276	Km 8+940	0.664			0.664
14	Correctional Road	Km 9+006	km 9+734	0.720			0.720
15	Pioneer Street	EDSDA	Pasig Boundary	1.466			1.466
			TOTAL	25.489		11.334	14.155
Cont. Table 4.08
No.	Name of R O A D S	From	To	LENGTH Km.		CONCRETE	ASPHALT
BARANGAY ROADS
1	PNR					3.45
2	Evangelista Street						0.175
3	Mendoza Street						0.08
				TOTAL		3.45	0.255

2. Status of Water Service

As of February 2018, the city is 100% served by the MWCI with an average of 24 hours of Level 3 water service per day which consumes an average of 33 to 34 Million Cubic Meters a year. Although the water from the main distribution system is maintained safe for drinking, more and more households are getting cautious so as to use this water mostly for laundry and bathing purposes only. Drinking water is more often bought from water filter and refilling stations and this is evidenced by proliferation of such stations along both major and interior roads in the city.

In addition to piped water supply, the MWCI participates in special programs of the city by providing water stations and drinking fountains, and desludging septic tanks of households and businesses at no added cost as part of their efforts to improve sewerage and sewage water treatment to help conserve water bodies.

3. Water Sampling and Monitoring

The Sanitation Division of the City Health Office conducts regular monitoring of water sources on various places such as schools and restaurants, as well as all water refilling stations operating within the city.

POWER SUPPLY

1. Existing Facilities and Equipment

Power services in the city are provided by the Manila Electric Co. (MERALCO) through six 115 KV sub-transmission systems: the Mandaluyong substation and SM-Shangrila Substation, both

located within the city; and the Pandacan, Rockwell, Sta. Ana and Meralco Substations. Electricity is distributed to the users through 34.5 KV Distribution System and 6.24 KV Distribution System (Map 4.22) the latter serving portions of Brgy. Addition Hills north of Shaw Blvd. and certain areas on the western part of the city.

2. Status of Electrification

Existing distribution system covers almost the entire city. As of year 2018, there are a total of 99.11% out of 110,561 households with electric utility service as reported by MERALCO for the Cities Competitiveness Index for 2018.

Very few households remain unserved most probably due to their economic status and location in depressed areas, though majority of households in these areas have already benefited from the Depressed Areas Electrification Program (DAEP) of MERALCO.

DRAINAGE AND SEWERAGE

1. Natural Drainage

Surface runoffs drain from the rolling slopes and high plains to six creeks: Maytunas, Buhangin, Maysilo, Mayon, Buayang Bato and Ermitanio, and eventually flow to San Juan and Pasig Rivers. A small creek called Wack-Wack Creeck by the residents of Brgy. Wack-Wack Greenhills-East traverses the village but is not reflected in the map.[8]

2. Man-made Drainage 3. Existing Drainage System

To collect surface runoffs and carry it off to receiving water bodies, the city developed a network of Reinforced Concrete Pipes with sizes varying from 24”Ø, 30”Ø, and 60”Ø and covered line canals lining all city and barangay roads. This network connects to main drainage facilities lining national roads. Details of the whole drainage network serving the city are reflected in Map 4.23.

It is important to note that while all circulation roads are served with drainage facilities, the map reflects only those with records updated since 1986. Records of sizes and types of drainage facilities installed prior to 1986 are not available at the moment, and so are those along private subdivision roads which are maintained and operated by the subdivision management.

1. Installation and Maintenance

All national projects including roads and drainage facilities are implemented and maintained by the Department and Public Works and Highways. Its counterpart at the local level is the City Engineering Department which is responsible for all local roads and drainage facilities in Mandaluyong.

De-clogging and de-silting of drainage and other efforts such as cleaning, clearing of debris, upgrading of drainage system, dredging and de-silting of creeks, rehabilitation and repair of creek walls are provided as immediate actions to lessen and prevent flooding. To keep these facilities from working and free of objectionable matters, mechanical “Vactor” and other manual systems are used in the operation.

On-going and proposed drainage rehabilitation and flood control projects are shown indicatively in Map 4.24.

1. Causes of Flooding

Clogged Drainage Facilities

While the city may be adequately served with drainage facilities considering the lengths and sizes involved, flooded areas and heavy traffic in rainy days point to its inefficiency. For one, rubbish unconscionably discarded on streets and other public places eventually find its way to manholes and drainage pipes and canals, thereby clogging the system. Worse, there are instances wherein worn-out household appliances and dead animals are found in the system during de-clogging operations.

Overflowing of Creeks and Rivers

Pasig River serves as the main outlet of Laguna Lake, Marikina and San Juan Rivers, and other small tributaries. Siltation, sunken derelicts, and other matters thrown into the river considerably lessen its carrying capacity causing it to overflow especially on heavy rains and stormy weather. The same goes with creeks which serve as sewer and garbage dumps to those illegally occupying its shoreline.

3. Sewerage

Sewerage system in the city is in the form of individual septic tanks for small structures and wastewater treatment facilities for larger commercial and industrial establishments. Both methods discharge effluent to the drainage system and the eventually to Pasig and San Juan Rivers.

Desludging of septic tanks is served by the MWCI normally scheduled by cluster of structures or by barangay. With the acquisition of a land parcel somewhere in the vicinity of G. Aglipay St. by the MWCI, the city is looking forward to being served by a combined drainage and sewer system that will capture wastewater from creeks and drainage outfalls[9].

COMMUNICATIONS

1. Print

Being at the heart of the Greater Metro Manila, Mandaluyong enjoys access to a complete array of national newspapers, tabloids and magazines of metro-wide, national and international circulations every day. Broadsheets like Manila Bulletin, Philippine Daily Inquirer, Business World, and Tabloids like Balita, Tempo, Abante, Remate are easily available to purchase in any sari-sari store or general merchandise stores.

2. Publication

The city produces its own yearly publication, the Ulat sa Bayan, in both English and Tagalog format, which chronicles the events, achievements, programs, and projects of the city mayor and the city council.

To continuously promote good governance, the city issues occasional newsletter/s to encourage people’s participation and involvement in resolving public issues, problems and other development needs.

3. Cable TV/TV

Mandaluyong is serviced by various cable television network providers which include Cignal TV, ABS-CBN TV Plus, Destiny Cable, Sky Cable, and Sun Cable. TV Reception through antennas are also widely used especially in Welfareville Compound Area as the financial capability of households living in the said area is not enough to allow for cable subscriptions. One of the famous TV Network Stations, TV5, is situated along Sheridan St.

4. Radio

Two AM radio stations are actually based in the city, but radio lovers enjoy a variety of choices for FM and AM stations based in the neighboring cities and municipalities. The two broadcast media networks are 94.7 DWLL on FM and 1098 KHZ DWAD on AM frequencies. In addition, other radio stations, either AM or FM radio stations, can be easily accessed in any radio device or integrated in cellular phones, making it easier to tune in for news updates and wide variety of programs.

5. Postal Service

Computerized postal services are discharged by the Mandaluyong Central Post Office housed on a modern structure located within the City Hall compound. The service counters utilize the Postage Automatic Counter Services (PACS) Computers designed to expedite accurate mailing procedures. At present, seventy-three (73) postal employees are serving the entire city. To facilitate delivery of incoming mails, service areas are clustered into around forty-five (45) delivery beats, each manned by a letter carrier.

6. Mobile and Land-based Telephone Service

The technological age of fast-paced communi-cation and digital images brought forth a variety of mobile and land-based telephone networks servicing the Mandaluyong area. For mobile telephone service, competing players are Smart Communications (which owns Smart, Talk and Text, and Sun Cellular) and Globe Telecoms (which owns or manages Globe, Touch Mobile, ABS-CBN Mobile, and Cherry Mobile) who enjoy citywide patronage with their ever-improving marketing promotions.

For land-based communications, the following are the service providers: (1) Globelines, (2) Digitel, (3) PLDT, (4) Islacom, and (5) Bayantel.

7. Telegraph and Courier Services

With the growing popularity of electronic communication, telegram services have declined over the years. However, there are still a few who provide telegram services like the RCPI. On the other hand, Courier service companies are becoming more needed with advancements like online and mobile shopping. Companies like LBC, Xend, JRS Express, and Pawnshops, Money transfer and remittance centers like Cebuana Lhuiller, ML Kwarta Padala, Palawan Express provide an easy alternative to fast communication with their on-demand delivery services, be it money transfers, plain written communications, and packages.

8. Electronic Communication

Various social media such as E-mails, Chatting, Messaging and Internet accessing, downloading, streaming, and patronage of various social media applications have become so much a part of modern city life. It is now the best way of connecting to anyone anywhere around the globe which guarantees almost instant response and interaction. Internet connections are easy to obtain while access to internet services are readily available in computer centers, internet cafés and shopping malls, most of which have Wi-Fi connections to serve the needs of businessmen, students, and the net enthusiasts (commonly coined as Netizens) who are always on the go. Telephone service companies usually also offer Internet connection with varying speeds and capabilities. Mobile internet browsing (termed as data usage) is sometimes also included in telephone service packages like call and text plans in all servers. PLDT-Smart, Globe, and SKY Broadband are the forerunners of internet connectivity in the metro.

The advent of call center services has put the City of Mandaluyong in the center stage of Information Communication Technology arena. As a result of the improving suitability of doing business in the city, the number of business proponents applying for a Sanggunian Resolution declaring their businesses as IT centers are increasing through the years which gave rise to the proliferation of different ICT-related companies such as call center companies like Sykes, Acquire, RingCentral, Convergys, etc. To meet the demand for call center agents, seven schools have put up training centers which include the RTU – a State University located along Boni Avenue. The K to 12 curriculum of the Department of Education, as adapted in all schools in Mandaluyong, and the Mandaluyong Manpower Technical-Vocational Training Center (MMTVTC) also caters to the rise of ICT-related industries and jobs by offering related courses in specific strands and courses.

[1] Discrepancy from previously declared 1,124.97 hectares is due to AUTOCADD application in computing land area by barangay.

[2] POPCOM-NCR Wallsheet for Metro Manila 1991

[3] 1978 Philippine Yearbook, Chapter 1: Physiography and Related Characteristics

[4] See also Chapter 4 Table 4.05.

[5] The Comprehensive Land Use Plan has a coverage of 25 years from 1995.

[6] See Report on Existing Development Issues and Concerns in Mandaluyong City: October 2015

[7] These entry gates are targeted for landscaping under the 5-year program of the City Greening and Beautification Office.

[8] The creek was mentioned by the members of the Wack-Wack Greenhills-East BDC during the consultation meeting on August 22, 2019. The path of Wack-Wack Creek is still for verification.

[9] Based on the letter of May 23,2012 from Engr. May B. Quinto, Strategic Asset Planning Manager, MWCI (see Folder on Task Force Manila Bay).

PHYSICAL AND SPATIAL CHARACTERISTICS

LAND AREA

LAND CHARACTERISTICS

WATER CHARACTERISTICS

Buhangin Creek
Maytunas Creek
Maysilo Creek
Mayon Creek
Buayang Bato Creek
Ermitaño Creek

CLIMATOLOGICAL CHARACTERISTICS

A summary of extreme climatological observations recorded by PAGASA from 1961 to year 2017 is shown in Table 4.02.

Table 4.01 Land Area Distribution by Barangay

Barangay	Area has.	% of Total
Addition Hills	120.36	10.69
Bagong Silang	13.84	1.23
Barangka Drive	21.96	1.95
Barangka Ibaba	15.43	1.37
Barangka Ilaya	44.00	3.91
Barangka Itaas	17.42	1.55
Buayang Bato	9.69	0.86
Burol	2.16	0.19
Daang Bakal	16.74	1.49
Hagdang Bato Itaas	17.12	1.52
Hagdang Bato Libis	13.83	1.23
Harapin Ang Bukas	4.89	0.43
Highway Hills	116.12	10.31
Hulo	30.31	2.69
Mabini J. Rizal	18.03	1.60
Malamig	31.65	2.81
Mauway	70.41	6.25
Namayan	28.85	2.56
New Zaniga	20.45	1.82
Old Zaniga	38.53	3.42
Pag-asa	12.95	1.15
Plainview	108.88	9.67
Pleasant Hills	21.03	1.87
Poblacion	21.78	1.93
San Jose	4.19	0.37
Vergara	16.74	1.49
Wack-Wack	288.50	25.62
TOTAL	1,126.00	100

VULNERABILITY TO GEOHAZARDS

Earthquakes

Typhoons

Maps 4.09 and 4.10 show areas in the city with risks of liquefaction and rain–induced landslide as identified by the READY FOR GMMA PROJECT.

Flooding

MONTH	TEMPERATURE (^oC)				GREATEST DAILY RAINFALL (mm)			STRONGEST WINDS (mps)				SEA LEVEL PRESSURES (mbs)
	TEMPERATURE (^oC)				GREATEST DAILY RAINFALL (mm)			STRONGEST WINDS (mps)				SEA LEVEL PRESSURES (mbs)
	HIGH	DATE	LOW	DATE	AMOUNT	DATE	SPD		DIR	DATE	HIGH		DATE	LOW	DATE
JAN	34.7	01-17-1998	15.5	01-27-1987	55.8	01-16-1988	24		ESE	01-17-1972	1021.4		01-21-2005	998.8	01-22-1989
FEB	35.6	02-24-1967	15.1	02-04-1987	61.7	02-22-2013	22		SSE	02-02-1992	1021.7		02-14-2017	1002.3	02-09-1985
MAR	36.8	03-26-1983	14.9	03-01-1963	65.0	03-31-2012	13		S	03-16-1992	1021.0		03-05-2005	997.8	03-28-1988
APR	38.0	04-25-1998	17.2	04-05-1963	64.8	04-21-2015	26		SSE	04-07-1992	1016.9		04-05-1998	1001.4	04-16-2007
APR											1016.9		04-03-2017
MAY	38.5	05-14-1987	17.8	05-03-1962	166.0	05-20-1966	21		N	05-10-1992	1015.1		05-28-1986	992.4	05-17-1989
JUNE	38.0	06-02-1993	18.1	06-27-1961	334.5	06-07-1967	37		SW	06-25-1972	1014.9		06-07-1997	978.7	06-26-1993
JULY	36.2	07-20-1998	17.7	07-23-1961	246.4	07-07-2002	36		NNW	07-09-1977	1015.0		07-01-1979	989.2	07-15-1978
AUG	36.1	08-17-2017	17.8	08-23-1964	391.4	08-07-2012	32		N	08-22-2000	1015.3		08-23-2002	994.2	08-24-1978
SEP	35.6	09-10-2017	20.0	09-08-1964	455.0	09-26-2009	35		NE	09-28-2006	1016.0		09-28-1997	987.4	09-30-1995
OCT	35.4	10-09-2003	18.6	10-31-1967	209.3	10-18-1975	30		SE	10-11-1989	1016.0		10-25-1986	978.7	10-23-1988
NOV	35.0	11-01-2001	15.6	11-12-1962	169.9	11-20-1966	50		NNW	11-03-1995	1019.1		11-18-1979	980.6	11-03-1995
DEC	34.7	12-15-1997	15.1	12-13-1988	135.5	12-15-2015	22		SE	12-22-1997	1020.0		12-27-2001	998.1	12-02-2004
ANNUAL	38.5	05-14-1987	14.9	03-01-1963	455.0	09-26-2009	50		NNW	11-03-1995	1021.4		01-21-2005	978.7	06-26-1993 10-23-1988
Period of	1961 - 2017				1961 - 2017			1961 - 2017				1961 - 2017
Record	1961 - 2017				1961 - 2017			1961 - 2017				1961 - 2017

Table. 4.03. Monthly Total and Annual Rainfall Amount (mm): 2000-2018

YEAR	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP	OCT	NOV	DEC	ANNUAL
2000	17.3	38.1	103.5	37.5	592.2	177.3	1003.3	520.1	604.1	537.0	255.0	187.8	4073.2
2001	21.1	105.3	12.3	31.3	261.1	248.5	518.9	549.2	183.1	191.0	73.1	96.9	2291.8
2002	8.4	13.4	21.6	20.4	49.7	184.2	1310.4	444.5	426.3	241.5	235.0	37.4	2992.8
2003	1.6	7.3	9.6	22.1	465.8	231.8	268.3	380.5	497.6	184.9	118.2	6.8	2194.5
2004	6.0	36.5	T	88.4	206.6	214.6	335.6	686.0	308.3	86.6	204.5	60.0	2233.1
2005	12.7	12.0	16.0	35.8	137.9	528.9	221.2	342.4	413.6	487.8	76.6	86.6	2371.5
2006	56.3	6.8	78.5	T	172.8	333.6	662.6	310.1	667.6	212.2	88.7	76.8	2666.0
2007	2.2	24.1	21.9	25.8	258.3	99.4	205.9	669.9	437.6	220.2	284.6	52.2	2302.1
2008	47.1	23.9	38.9	35.5	261.8	361.4	225.3	430.4	447.7	249.4	187.9	70.0	2379.3
2009	43.1	10.4	93.7	138.5	268.4	438.1	660.8	408.1	1123.5	272.3	54.1	6.6	3517.6
2010	5.1	T	2.4	20.1	62.0	355.5	410.4	628.1	386.6	413.5	254.5	136.9	2675.1
2011	155.3	0.2	32.8	3.6	312.3	724.7	548.2	634.4	446.4	284.6	271.3	219.9	3633.7
2012	41.2	128.6	195.5	2.0	327.7	313.2	886.4	1387.2	736.1	339.1	26.7	48.0	4431.7
2013	47.0	89.0	132.1	47.5	169.9	552.8	222.0	972.4	684.2	356.7	89.8	116.2	3479.6
2014	T	0.8	21.6	22.6	107.2	242.9	478.0	412.1	727.2	404.0	94.6	150.5	2661.5
2015	29.0	2.7	6.6	64.8	74.6	329.5	628.6	459.3	471.9	223.6	16.2	295.8	2602.6
2016	4.4	8.3	2.8	43.4	180.2	175.1	296.1	780.2	495.3	306.0	100.1	126.3	2518.2
2017	43.9	74.0	7.0	128.2	297.5	343.4	560.4	450.4	409.6	283.0	157.5	97.3	2852.2
2018	85.4	2.0	19.7	114.8	87.0	786.5	768.4	-	-	-	-	-	-

STATION : SCIENCE GARDEN, QUEZON CTIY LATITUDE : 14°38’41.35”N

Prepared by: CAD/CADS/PAGASA LONGITUDE : 121°02’40.45”E

ELEVATION : 43M

Notes: T – Trace values

Table 4.04. Climatological Normal Values: 1981 - 2010

(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)	(10)	(11)	(12)	(13)	(14)	(15)	(16a)	(16b)
Month	Rainfall		Temperature						Vapor Pres-sure (mbs)	Rel. Hum %	MSLP (mbs)	Wind		Cloud Amount (okta)	No. of Days w/
Month	Amount (MM)	No. of RD	Max (°C)	Min (°C)	Mean (°C)	Dry Bulb (°C)	Wet Bulb (°C)	Dew Pt. (°C)	Vapor Pres-sure (mbs)	Rel. Hum %	MSLP (mbs)	DIR (16 pt)	SPD (mps)	Cloud Amount (okta)	TSTM	LTNG
JAN	18.5	4	30.6	20.8	25.7	25.3	22.2	20.9	24.6	76	1012	N	1	5	1	0
FEB	14.6	3	31.7	20.9	26.3	26	22.3	20.8	24.4	73	1012	NE	1	5	0	0
MAR	24.8	4	33.4	22.1	27.8	27.6	23.2	21.5	25.4	69	1011	SE	1	4	2	1
APR	40.4	5	35	23.7	29.4	29.2	24.4	22.7	27.2	67	1010	SE	1	4	4	2
MAY	186.7	10	34.7	24.7	29.7	29.3	25.3	23.9	29.5	72	1009	S	1	5	12	8
JUN	316.5	18	33.1	24.6	28.8	28.4	25.5	24.5	30.6	79	1008	SW	1	6	17	9
JUL	493.3	22	31.9	24.1	28	27.5	25.2	24.4	30.5	83	1008	SW	2	6	19	9
AUG	504.2	23	31.3	24.2	27.8	27.3	25.2	24.5	30.6	84	1007	SW	2	7	17	6
SEP	451.2	22	31.6	24	27.8	27.2	25.1	24.4	30.4	84	1011	SW	1	6	18	9
OCT	296.6	18	31.6	23.5	27.6	27	24.7	23.9	29.5	83	1009	N	1	6	11	6
NOV	148.8	14	31.4	22.7	27.1	26.5	24.1	23.2	28.4	82	1010	N	1	5	5	1
DEC	78.7	8	30.5	21.6	26	25.5	22.8	21.7	25.9	79	1012	N	1	5	1	0
AN NUAL	2574.4	153	32.2	23.1	27.7	27.2	24.2	23	28.1	78	1010	N	1	5	107	51

STATION : SCIENCE GARDEN, QUEZON CTIY LATITUDE : 14°38’41.35”N

Period : 1981 - 2010 LONGITUDE : 121°02’40.45”E

ELEVATION : 43.0 M

Definition of Terms:

Climatological Normals

Period averages computed for a uniform and relative long period comprising at least three (3) consecutive 10-year period.

Rainfall (column 2)

The amount of precipitation (rain, hail, etc.) expressed in millimeters depth, of the layer of the water which has fallen.

Rainy Days (column 3)

A rainy day is defined as a period of 24 hours beginning at 8AM to 8AM of the next day during which 0.1 mm of rain is recorded.

Maximum Temperature (column 4)

The maximum temperature in °C recorded for the day, usually occurring in the early afternoon.

Minimum Temperature (column 5)

The minimum temperature in °C recorded for the day, usually occurring during early hours of the morning (before sunrise).

Mean Temperature (column 6)

Mean Temp. = Maximum + Minimum / 2

Dry Bulb Temperature (column 7)

It gives the air temperature in °C at the time of observation.

Wet Bulb Temperature (column 8)

It gives the temperature in °C that an air parcel would have if cooled adiabatically to saturation at constant pressure by evaporating water in it.

Dew Point Temperature (column 9)

Vapor Pressure (column 10)

Relative Humidity (column 11)

The ratio of the amount of water vapor actually in the air to the maximum amount the air can hold at that temperature.

Mean Sea Level Pressure (column 12)

The force exerted by the weight of the atmosphere on a unit area at the mean sea level. It is also the atmospheric pressure at mean sea level.

Prevailing Winds (columns 13 & 14)

The prevailing wind direction most frequently observed during a given period while the average wind speed in meters per second is the arithmetic average of the observed wind speed.

Cloud Amount (column 15)

The amount of cloud present in the sky, expressed in oktas of the sky cover. Okta is the function denoting cloud amount and is equal to 1/8 of the whole sky.

Days with Thunderstorm (column 16a)

A thunderstorm day is defined as an observational day during which thunder is at station.

Days with Lightning (column 16b)

A day with lightning is reported whenever lightning is observed.

Maps 4.11 AND 4.12 from the READY FOR GMMA PROJECT and RAP, respectively, show areas in the city with flood hazard and estimated damages due to such flood.

BIOLOGICAL ENVIRONMENT

Flora

A small nursery that supplies the greening project of the city is being maintained within the Welfareville Compound along Martinez St.

Wack-Wack, home to an 18-hole golf course, is covered in green ornamental grass and cultivated trees.

Fauna

Common species of fish can be found in the Pasig River such as the janitor fish, kanduli, gurami, etc.

LAND USE

Development Trends

By 1990, Mandaluyong was about 39.35% residential, 7.88% Commercial, 12.92% industrial, 9.50% institutional, and 30.29% open space (a combination of parks, road networks, cemetery, vacant).

Elsewhere in the city proliferated multi-level residential and office condominiums as well as middle-class residential subdivisions, further reducing industrial areas by 1.97% in 1998.

By the year 2004, Mandaluyong is 36.84 percent Residential, 17.55 percent Commercial, 7.18 percent Institutional, 5.33 percent Industrial and 33.09 percent open space and others.

By 2011, residential area in hectares has increased to 43.78% while commercial use decreased to 20.58%^{^[4]} (Map 4.16).

APPROVED LAND USE PLAN 2017 - 2032

LAND USE REGULATORY MEASURES

Mandaluyong City is the first local government unit to adopt a Zoning Ordinance that implements the

Table 4.05. Target Land Use Allocation: 2011 and 2017
LAND USE CLASSIFICATION	Year 2011 (has.)	%	Year 2017 (has.)	%	DIFFERENCE
Residential	492.78	43.78	455.04	39.47	-4.30%
Commercial	255.24	20.58	274.28	23.79	3.21%
Industrial	-	-	-	-	-
Institutional	35.04	3.11	39.02	3.38	0.27%
Socialized Housing	3.74	0.33	4.20	0.37	0.04%
Mixed Development	-	-	97.00	8.42
Others (Vacant, Roads, Parks & Playgrounds, River, Cemetery & URA)	338.09	32.5	283.27	24.57	-7.93%
Total	1,125.69	100 %	1,152.81	100 %

principle of Development Charges. Such Development Charges are applicable to appeals on zoning variation specifically on maximum allowable height or floor area ratio of the proposed vertical structure granted approval by the Local Zoning Board of Adjustment and Appeals. Specific development charge is applied on a 25% increment of the total additional building height or floor area ratio generated but not exceeding 50% of the original maximum allowable building height or floor area ratio.

Height Restrictions

Parking Regulations

Parking requirements are higher than the minimum prescribed under PD1097 (National Building Code)

Area Regulations

Area regulation in all zones is subject to the minimum requirements of the following statutes and regulations:

PD 957 – The “Subdivision and Condominium Buyers “Protective Law” and its revised Implementing Rules and Regulations.
BP 220 – “Promulgation of Different Levels of Standards and Technical Requirements for Economic and Socialized Housing Projects” and its revised implementing rules and regulations.
PD 1096 – National Building Code
Fire Code
Sanitation Code
Plumbing Code
Structural Code
RA 7279 UDHA
Green Building Regulations as per Ordinance No. 709, S-2018 signed on October 1, 2018.
Overlay Zone Regulations mainstreaming disaster preparedness and climate change

Zone Classifications for the City of Mandaluyong are reflected in Map 4.17 and Table 4.06.

Land Use Related Problems

The following summarizes problem situations identified in a study[6] led by the City Planning and Development Department.

Table 4.06. Height Regulations per Zonal Classification
Zone Classification	Building Height Limit
Zone Classification	Number of Storey	Height in Meters
R1 Low Density Residential	3	10.00
R2 Medium Density Residential	4	12.00
R3-A High Density Residential	7	21.00
R3-B Very High Density Residential	18	54.00
C1 Low Density Commercial	5	15.00
C2-A Medium Density Commercial	6	18.00
C2-B Medium Density Commercial	10	30.00
C3-A High Density Commercial	16	48.00
C3-B High Density Commercial	30	90.00
MD1 Low Density Mixed Development	7	21.00
MD2 Medium Density Mixed Development	5	15.00
MD3 High Density Mixed Development	18	54.00
Mandaluyong – Ortigas CBD	60	180.00
Mandaluyong – Pioneer CBD	FAR 12
New Central Business District	FAR 10
Urban Residential Area – New Town Development	3	10.00

Blighted Areas

Illegal Parking

At present, the barangays are still in various stages of localizing and implementing the One-side Parking Ordinance.

Encroached Setbacks

Another cause of obstruction on sidewalks are utility boxes of telecommunication companies, another likely spot for dumping wastes.

INFRASTRUCTURE SERVICES AND UTILITIES

TRANSPORTATION

1. Accessibility

Also shown are network interchanges designed to facilitate crossing and access to EDSA, as well as existing and proposed rail transport lines traversing the city.

2. Road Pattern and Density

MODES OF TRANSPORT

1. Land Transportation

The advent of Transport-Network Vehicle Services or TNVS provided additional options to commuters and contributed to the reduction of demand for transportation and temporary parking areas.

2. Water Transportation

WATER SUPPLY

1. Water Distribution System

Table 4.07. Inventory of Bridges

LOCATION	CLASSIFICATION (Type of Administration)	NO. OF LANES/WAY	EXISTING CONDITION
1. New C-3 Road (Martinez Ext. near 9 de Pebrero)	Local	6	Good Condition
2. Shaw Blvd. (near Acacia Lane, Maytunas Creek)	National	8	Good Condition
3. Guererro St. (near Shaw Blvd., Maytunas Creek)	Local	2	Good Condition
4. Araullo St. (near Shaw Blvd., Maytunas Creek)	Local	2	Good Condition
5. C. Cruz St. (near Shaw Blvd., Maytunas Creek)	Local	2	Good Condition
6. Callejon St. (near Shaw Blvd. Maytunas Creek)	Local	2	Good Condition
7. J. Vargas St. (boundary of San Juan City, Maytunas Creek)	Local	2	Good Condition
8. Haig St. (boundary of San Juan City, Maytunas Creek)	Local	2	Good Condition
9. Gen. Kalentong (boun-dary of San Juan City, Maytunas Creek)	National	2	Good Condition
10. Wack-Wack Road (near Shaw Blvd., Ermitanio Creek)	Local	2	Good Condition
11. Boni Ave. (near Aliw St. Buhangin Creek)	Local	6	Good Condition
12. Ligaya St. (near Boni Ave., Buhangin Creek, RCCP)	Local	1	Good Condition
13. Sikap St. (near Boni Ave., BUhangin Creek (RCBC)	Local	2	Good Condition
14. Maysilo Circle (near Bumatay St., Buhanging Creek)	Local	4	Good Condition
15. Sto. Rosario St. (near San Ignacio, Buhangin Creek , RCCP)	Local	2	Good Condition
16. San Miguel, (near Sto. Rosario, Buhangin Creek, RCCP)	Local	2	Good Condition
17. San Rafel St., (Buhangin Creek, RCCP)	Local	2	Good Condition
18. San Rafael Ext. (Buhangin Creek, RCCP)	Local	2	Good Condition
19. San Jose (Buhangin Creek RCCP)	Local	2	Good Condition
20. P. Cruz St., (Buhangin Creek, RCCP)	Local	2	Good Condition
21.Canteras St. (Buhangin Creek, RCBC)	Local	2	Good Condition
22.G. Pedro St., (Buhangin Creek, RCBC)	Local	2	Good Condition
Cont. Table 4.07
LOCATION	CLASSIFICATION (Type of Administration)	NO. OF LANES/WAY	EXISTING CONDITION
23.C. Reyes St., (Buhangin Creek, RCBC)	Local	2	Good Condition
24. Ballesteros St. (Buhangin Creek, RCBC)	Local	2	Good Condition
25. Lerma St., (Buhangin Creek RCCP)	Local	2	Good Condition
26.Blumentritt, (Buhangin Creek, RCCP)	Local	2	Good Condition
27. A. Mabini St., (Buhangin Creek)	Local	2	Good Condition
28. United St., (Buayang Bato Creek)	Local	2	Good Condition
29.Reliance St., (Buayang Bato Creek)	Local	2	Good Condition
30.Union St., (Buayang Bato Creek)	Local	2	Good Condition
31.Pines St., (Buayang Bato Creek)	Local	2	Good Condition
32.Pioneer St., (Buayang Bato Creek)	National	6	Good Condition
33. Correctional Road (near 9 de Pebrero)	National	2	Good Condition
34. Guadalupe Bridge (EDSA, Pasig River)	National	10	Good Condition
35. Sevilla Bridge, (Kalentong San Juan River)	National	6	Good Condition
36.Mandaluyong-Makati Bridge, (Pasig River)	National	6	Good Condition
37. 9 de Pebrero (near NCMH, RCBC)	National	2	Good Condition
38. 9 de Pebrero – Dr. J. Fernandez (near S. Laurel, RCBC)	Local	2	Good Condition
39. Pantaleon-Rockwell Bridge	National	2	Good Condition

Table 4.08. INVENTORY OF ROADS

No.	Name of R O A D S	FROM	TO	LENGTH Km.	WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
CITY ROADS
1	ADB Avenue	Julia Vargas	Q.C. Bound	0.6	12.00	Concrete
2	Acacia Lane	F. Ortigas	Shaw Boulevard	0.206	12.00	Concrete
3	Agudo	Hilaga	End	0.32	6.00	Concrete
4	Alcaraz	J. Rizal	End	0.07	4.00	Concrete
5	Alchan	Palali	Wayan	0.187	6.00	Concrete
6	Aliw Street	Boni Ave.	San Rafael	0.016	6.10	Concrete
7	A. Luna	MRR Road	Blum.	0.66	5.60	Concrete
8	Alvaran Street	P. Lopez	I. Lopez	0.12	5.80	Concrete
9	A. Mabini Street	Blum.	J. Rizal	0.42	6.00	Concrete
10	Amarillo	9 de Feb.	Dr. Fernandez	0.195	6.10	Concrete
11	A. Martinez	Boni Ave.	I. Lopez	0.07	6.20	Concrete
12	Antipolo	Calbayog	Montalban	0.26	5.80	Concrete
13	Antonio	Luna Mencias	End	0.1	6.00	Concrete

Cont. Table 4.08
No.	Name of R O A D S	FROM	TO		LENGTH Km.	WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
14	Ano 96	L. Gonzales	Pinagtipunan		0.145	6.00	Concrete
15	Apo Street	Pinatubo	Lion’s Rd		0.185	6.00	Concrete
16	Aquino Street	H. Poblador	MRR Road		0.05	5.10	Concrete
17	Araullo	Shaw Blvd.	A. Mabini		0.91	6.00	Concrete
18	Arayat	Sierra Madre	Libertad		0.635	7.00	Concrete
19	A.T. Reyes	Blum.	Pag Asa		0.577	5.70	Concrete
20	B. Reyes	J. Luna	MRR		0.5	6.00	Concrete
21	Ballesteros Street	P. Cruz	M. Lerma		0.457	6.10	Concrete
22	Banahaw Street	Vicencio	Samat		0.24	6.00	Concrete
23	Barangka Drive	9 de Feb.	E. Pantaleon		1.305	8.00	Concrete
24	Basilan Street	Boni Ave.	Talumpong		0.335	6.00	Concrete
25	Bataan Street	San Roque	San Roque		0.122	5.60	Concrete
26	Balagtas Street	Shaw Blvd	Araullo		0.365	6.00	Concrete
27	Bilog Street	Catacutan	E. Cruz		0.06	5.00	Concrete
28	Buenconsejo Street	Sikap	Fabella		0.34	6.10	Concrete
29	Buenviaje Street	Sikap	San Rafael		0.16	6.10	Concrete
30	Bulalakaw Street	Sgt. Bumatay	Katarungan		0.395	6.00	Concrete
31	Bulusan Street	9 de Feb.	Makiling		0.456	6.00	Concrete
32	Busilak	Timog	End		0.425	6.00	Concrete
33	B. Tamayo	I. Lopez	P.Lopez		0.1	6.10	Concrete
34	Calbayog	9 de Feb.	Dr. Fernandez		0.74	6.10	Concrete
35	Calderon Street	Shaw Blvd.	Ermitano Creek		0.825	6.10	Asphalt
36	Camiguin	Barangka Drive	Tabayog		0.04	6.00	Concrete
37	B. Castaneda	9 de Feb.	End		0.135	6.00	Concrete
38	C. Castaneda	J. Rizal	Boundary		0.04	5.70	Concrete
39	Catacutan	J. Rizal	G. Enriquez		0.191	6.10	Concrete
40	C. Dela Cruz	E. Cruz	Catacutan		0.13	5.00	Concrete
41	Connecticut Street	EDSA	Ortigas Ave.		1.625	1.47	Concrete
42	Concepcion Street	San Rafael	San Miguel		0.107	6.10	Concrete
43	Canteras Street	P. Cruz	M. Lerma		0.165	6.10	Concrete
44	Chuaquico Street	Pantaleon	End		0.1	5.70	Concrete
45	Cordillera Street	Pinatubo	Sierra Madre		0.179	6.20	Concrete
46	Coronado Street	J. Rizal	M.R.R. Road		1.374	6.70	Concrete
47	Cresta Street	Makiling	Makiling		0.115	5.00	Concrete
48	Celia Street	Fabella	San Rafael		0.064	6.00	Concrete
49	Cavo Sanchez Street	Bonifacio	P. Burgos		0.288	5.00	Concrete
50	Dansalan Street	Boni Ave.	Palali	0.79		6.10	Concrete
51	Dalisay Street	San Francisco	P.N.R.	0.12		6.00	Concrete
52	De Leon Street	I. Lopez	Capt. P. Lopez	0.1		6.00	Concrete
53	Didicas Street	Makaturing	Makaturing	0.21		6.00	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
54	Dona Basilisa Yangco	J. Rizal	C. Castaneda	0.265		5.00	Concrete
55	Dr. Fernandez Street	9 de Pebrero	Mariveles	0.38		6.30	Concrete
56	Dr. Fabella Street	Barangka Drive	P.N.R.	1.7		6.00	Concrete
57	East Street	Sn Juan Bndry.	Wack wack rd	0.62		6.00	Concrete
58	E. Cruz Street	Blumentritt	J. Rizal	0.36		6.00	Concrete
59	E. Jacinto Street	Shaw blvd.	J. Luna	0.123		6.00	Concrete
60	E. Magalona Street	Haig	MRR road	0.155		6.00	Concrete
61	E. Santos Street	P. Victorino	End	0.060		5.30	Concrete
62	E. Pantaleon Street	S. Cruz	Coronado	0.91		6.00	Concrete
63	E. Reyes Street	Lerma	B. Francisco	0.17		6.00	Concrete
64	E. Rodriguez Street	Shaw Blvd.	9 de Pebrero	0.225		6.40	Concrete
65	E. Dela Paz Street	9 de Pebrero	E. Rodriguez	0.26		6.00	Concrete
66	Fabella I Street	Acacia Lane	9 de Pebrero	0.12		6.00	Asphalt
67	Fatima Street	Sto. Rosario	San Rafael	0.11		6.00	Concrete
68	F. Bernardo Street	Shaw Blvd.	Creek	0.185		6.10	Concrete
69	Florante Street	Bulalakaw	Creek end	0.32		6.00	Concrete
70	F. Ortigas Street	Boni Ave.	Acacia Lane	0.48		6.00	Concrete
71	B. Francisco Street	P. Cruz	Ortigas	0.36		6.10	Concrete
72	F. Roxas Street	Blumentritt	Creek	0.097		5.40	Concrete
73	Gabriel Street	Blumentritt	E. dela Cruz	0.097		4.00	Concrete
74	Gomezville Street	Shaw Blvd.	Araullo	0.248		6.00	Concrete
75	G. Pedro Street	B. Francisco	Lerma	0.168		6.00	Concrete
76	Grace Street	May	East	0.08		5.50	Concrete
77	Griarte Street	Private Road	Coronado	0.140		5.00	Concrete
78	Guerrero Street	Shaw Blvd.	Balagtas	0.267		6.10	Concrete
79	Guinhawa Street	Tanglaw	Hilaga	0.42		6.10	Concrete
80	Haig Street	Shaw Blvd.	Maytunas	0.785		6.00	Concrete
81	Halcon Street	Boni Ave.	Barangka	0.42		6.00	Concrete
82	Harapin Ang Bukas	A. Luna	Kalentong	0.212		5.00	Concrete
83	Hernandez Street	P. Cruz	L. Parada	0.085		6.00	Concrete
84	Hilaga Street	Guinhawa	Agudo	0.11		6.00	Concrete
85	Hinahon Street	Guinhawa	Agudo	0.095		6.00	Concrete
86	Ideal Street	Shaw Blvd.	Ermitano Creek	0.293		6.10	Concrete
87	I. Esteban Street	Sierra Madre	Malinao	0.642		6.00	Concrete
88	I. Lopez Street	P. Cruz	P. Gomez	1		6.10	Concrete
89	I, Lopez Ext.	P. Gomez	MRR	0.3		5.00	Concrete
90	Inocentes Street	Kalentong	A. Luna	0.189		5.00	Concrete
91	Irid Street	Sacripante	Sacripante	0.139		5.10	Concrete
92	I. Trinidad Street	Elino Cruz	J. Rizal	0.03		5.00	Concrete
93	I. Cruz Street	Vicencio	Parada	0.12		4.06	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
94	Jacinto Street	Shaw Blvd.	J. Luna	0.123		6.00	Concrete
95	J. Luna Street	Shaw Blvd.	Shaw Blvd.	0.163		6.00	Concrete
96	J.V. Vargas Street	Shaw Blvd.	Maytunas Creek	0.14		6.00	Concrete
97	J. Rizal Street	Coronado	A. Mabini	0.36		5.00	Concrete
98	Kalinisan Street	Tiyaga	Florante	0.22		6.00	Concrete
99	Kanlaon Street	Libertad	Sierra Madre	0.535		6.10	Concrete
100	Kapalaran Street	Timog	End	0.1		6.00	Concrete
101	Kapok Street	Pantaleon	Makaturing	0.12		6.00	Concrete
102	Kasipagan Street	Florante	Sgt. Bumatay	0.295		6.00	Concrete
103	Katarungan Street	Ma. Clara	Bulalakaw	0.825		6.10	Concrete
104	Kayumanggi Street	Katarungan	Ginhawa	0.6		6.00	Concrete
105	King Street	Samat	End	0.18		6.00	Concrete
106	Kislap Street	Bulalakaw	Katarungan	0.137		6.10	Concrete
107	Laura Street	Florante	Ma. Clara	0.15		6.00	Concrete
108	Lawson Street	Shaw Blvd.	Haig	0.16		6.10	Concrete
109	L. Cruz Street	Shaw Blvd.	Maytunas	0.1		6.00	Concrete
110	Lions Road	Boni Ave.	EDSA	0.427		7.35	Concrete
111	Lee Street	Shaw Blvd.	Calderon	0.66		6.10	Concrete
112	L. Gonzales Street	Shaw Blvd.	Pinagtipunan	0.415		6.10	Concrete
113	Libertad Street	EDSA	9 de Pebrero	0.4		8.00	Concrete
114	Ligaya Street	Boni Ave.	Buenconsejo	0.14		5.80	Concrete
115	Limay Street	Dansalan	End	0.04		5.70	Concrete
116	Lopez-Rizal	Dr. Fernandez	Samat	0.4		6.00	Concrete
117	Lourdes Street	San Rafael	San Rafael	0.1		6.25	Concrete
118	L. Parada Street	P. Cruz	Blumentritt	0.145		6.00	Concrete
119	L. Cruz Street	Capt.P. Cruz	I. Lopez	0.16		5.10	Concrete
120	Lunas Street	Pulog	Makiling	0.075		5.10	Concrete
121	Mabini Street	Shaw Blvd.	San Juan	0.46		6.40	Concrete
122	Macolog Street	Arayat	Boni Ave.	0.28		6.00	Concrete
123	Madison Street	EDSA	Pioneer	0.42		6.20	Asphalt
124	Magtoto Street	Blumentritt	E. dela Cruz	0.230		5.00	Concrete
125	Maharlika Street	Sikap	Ligaya	0.24		6.10	Concrete
126	Makaturing Street	Dansalan	P. Oliveros	0.325		6.00	Concrete
127	Makiling Street	Pulog	Mayon	0.335		5.80	Concrete
128	Malaya Street	Aliw	Sto. Rosario	0.048		6.10	Concrete
129	Malapantao Street	Dansalan	E. Pantaleon	0.3		6.00	Concrete
130	Malibato Street	S. Cruz	E. Pantaleon	0.16		5.00	Concrete
131	Malinao Street	Calbayog	Sierra Madre	0.194		5.00	Concrete
132	Ma. Clara Street	Katarungan	Ginhawa	0.669		9.30	Concrete
133	Mariveles Street	Kanlaon	Sierra Madre	0.662		6.00	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
134	Matamis Street	E. Pantaleon	End	0.1		6.00	Concrete
135	May Street	Wack wack	Schuyler	0.13		6.00	Concrete
136	Mayflower Street	Reliance	United	0.333		6.10	Concrete
137	Mayon Street	Boni Ave.	Cordillera	0.22		6.00	Concrete
138	Maysilo Street	Boni Ave.	Boni Ave.	0.39		12.00	Concrete
139	McCullough Street	A. Mabini	S. Laurel	0.287		6.10	Concrete
140	M. Cruz, Jr.	Calbayog	Sinag	0.04		5.00	Concrete
141	M. Cruz Street	9 de Pebrero	End	0.1		5.00	Concrete
142	M. Gonzaga Street	Bonifacio	A. Luna	0.215		6.00	Concrete
143	M. Martinez Street	Maysilo	Dr. Fabella	0.305		12.00	Concrete
144	M. Lerma Street	P. Cruz	Boni Ave.	0.34		6.10	Concrete
145	Modesto Mateo	Inocentes	End	0.210		6.10	Concrete
146	Montalban Street	Arayat	Bulusan	0.15		6.00	Concrete
147	M. Leyva	Aglipay	End	0.1		6.00	Concrete
148	M. Yulo Street	Shaw Blvd.	Maytunas Creek	0.095		6.00	Concrete
149	Nanirahan Street	A. Mabini	Villarica	0.26		6.00	Concrete
150	Natib Street	Kapok	Palah	0.315		6.00	Concrete
151	Old Wack Wack	Shaw Blvd.	9 de Pebrero	0.617		6.00	Concrete
152	P. Oliveros Street	Pantaleon	Makaturing	0.23		5.30	Concrete
153	Nueve de Febrero	NCMH	Barangka Drive	0.2		8.00	Concrete
154	P. Lopez Street	I. Lopez	T. Bernardo	0.315		5.10	Concrete
155	Paete Street	San Jose	Dr. Fernandez	0.131		6.00	Concrete
156	Palali Street	Dansalan	Malapantao	0.197		6.00	Concrete
157	Pananalig Street	Villarica	Nanirahan	0.14		6.00	Concrete
158	Paraiso Street	Boni Avenue	End	0.175		6.00	Concrete
159	Payapa Street	Florante	Tiaga	0.245		6.00	Concrete
160	P. Burgos Street	Bonifacio	Star	0.14		5.00	Concrete
161	P. Cruz Street	Blumentritt	Ortigas	1.1		6.30	Concrete
162	P. Gomez Street	I. Lopez	A. Luna	0.32		6.00	Concrete
163	Pilar Street	Shaw Blvd.	San Juan	0.34		6.10	Concrete
164	Pinagtipunan Street	Shaw Blvd.	Acacia Lane	0.653		6.00	Concrete
165	Pinatubo Street	EDSA	Pasig River	0.637		6.10	Concrete
166	Pines Dtreet	Reliance	Sheridan	0.357		6.10	Asphalt
167	Pioneer Street	EDSA	Pasig end	0.46		12.00	Asphalt
168	Poblador Street	Pinagtipunan	Acacia Lane	0.2		6.00	Concrete
169	Policarpio Street	P. Cruz	I Lopez	0.235		6.00	Concrete
170	P. Victorino Street	Pantaleon	End	0.275		6.00	Concrete
171	Poveda Street	EDSA	Teresiana	0.170		6.00	Concrete
172	P. Quieta Street	A. Luna	MRR	0.06		5.50	Concrete
173	Pulog Street	Dansalan	Macolog	0.355		5.50	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
174	Private P. Cruz	Silangan	Pantaleon	0.29		5.00	Concrete
175	Private Reyes	M. Lerma	B. Francisco	0.17		6.00	Concrete
176	Private Road	Blumentritt	Pantaleon	0.92		6.00	Concrete
177	Queens Road	Shaw Blvd.	End	0.152		6.00	Concrete
178	Rawland	J.V. Vargas	Maytunas creek	0.152		6.10	Concrete
179	Reliance Street	EDSA	Pasig Boundary	0.72		6.10	Asphalt
180	Road I	Arayat	Cordillera	0.21		6.10	Concrete
181	Road II	Cordillera	Road 1	0.09		6.10	Concrete
182	Romualdez Street	Magalona	Haig	0.36		6.10	Concrete
183	R.O. Santos Street	P. Cruz	I. Lopez	0.33		6.00	Concrete
184	R. Pascual Street	9 de Pebrero	E. Rodriguez	0.103		6.00	Asphalt
185	R. Vicencio Street	Pinagtipunan	Shaw Blvd.	0.205		6.00	Concrete
186	Rodriguez Street	Shaw Blvd.	9 de Pebrero	0.225		7.00	Concrete
187	Sacripante Street	Boni Avenue	Agudo	0.48		5.80	Concrete
188	Samat Street	Dr. Fernandez	Shaw Blvd.	0.475		6.70	Concrete
189	San Carlos Street	San Joaquin	San Rafael	0.085		6.00	Concrete
190	Saint Francis Street	Shaw Blvd.	Dna.Julia Vargas	0.21		12.00	Concrete
191	San Clemente Street	Shaw Blvd.	MRR	0.123		6.10	Concrete
192	San Francisco Street	Maysilo	Coronado	0.427		12.00	Concrete
193	Sanggumay Street	M. Martinez	Malaya	0.254		6.10	Concrete
194	Saniboy Street	Coronado	Blumentritt	0.15		5.00	Concrete
195	San Ignacio Street	San Rafael	Sto. Rosario	0.362		6.10	Concrete
196	Sn Jose Street(Hulo)	Pantaleon	End	0.175		5.00	Concrete
197	San Jose (Mauway )	Dr.Jose Fernandez	Amarillo	0.225		6.00	Concrete
198	San Marcelino	San Carlos	End	0.14		6.10	Concrete
199	Sto. Rosario Street	Boni Ave.	San Miguel	0.893		6.10	Concrete
200	Sulatan Street	Halcon	Barangka Drive	0.085		6.10	Concrete
201	San Miguel Street	San Rafael Ext.	San Ignacio	0.62		6.10	Concrete
202	San Pablo Street	Sto. Rosario	San Joaquin	0.25		6.10	Concrete
203	San Pedro Street	San Joaquin	Sto. Rosario	0.3		6.10	Concrete
204	San Rafael Extension	San Miguel	San Rafael	0.475		5.00	Concrete
205	San Rafael Street	Barangka Drive	San Miguel	2.03		6.10	Concrete
206	San Roque Street	Boni Avenue	Dansalan	0.02		6.10	Concrete
207	Schuyler Street	A. Mabini	Wack wack creek	0.36		6.10	Concrete
208	S. Fernandez Street	Luna Mencias	Araullo	0.32		6.00	Concrete
209	Sgt. Bumatay Street	Maysilo	Pantaleon	0.86		9.30	Concrete
210	Sheridan Street	Shaw Blvd.	Pasig River	1.335		9.00	Concrete
211	Sierra Madre Street	Sultan	Pinatubo	0.99		6.10	Concrete
212	Sikap Street	San Rafael	Ma. Clara	0.825		6.00	Concrete
213	Silangan Street	Barangka Drive	Pvt. Cruz	0.183		6.00	Concrete
Cont. Table 4.08
No.	Name of R O A D S	FROM	TO	LENGTH Km.		WIDTH OF PAVEMENT Meter	TYPE OF PAVEMENT
214	Sinag Street	Libertad	Antipolo	0.365		6.00	Concrete
215	S. Laurel Street	9 de Pebrero	East	0.85		6.00	Concrete
216	Sta. Ana Street	San Rafael	Sto Rosario	0.167		6.00	Concrete
217	Sta. Lucia Street	Sto. Rosario	Sta. Ana	0.2		6.10	Concrete
218	Star Street	A.T. Reyes	End	0.285		5.70	Concrete
219	Sto. Nino Street	San Joaquin	Sto. Rosario	0.3		6.00	Concrete
220	Sultan Street	Sierra Madre	EDSA	0.265		6.10	Concrete
221	S. Vicencio Street	Gabriel	End	0.21		5.00	Concrete
222	Silangan Street	Barangka Drive	Pvt. Cruz	0.183		6.00	Concrete
223	Tabayog Street	Talayan	Talumpong	0.319		6.00	Concrete
224	Talayan Street	Basilan	Aliw	0.316		6.00	Concrete
225	Talumpong Street	Basilan	Camiguin	0.145		6.00	Concrete
226	Tanglaw Street	Barangka Drive	Katarungan	0.845		6.10	Concrete
227	T. Bernardo Street	I. Lopez	F. Ortigas	0.177		6.10	Concrete
228	Timog Street	Sgt. Bumatay	Pantaleon	0.23		6.00	Concrete
229	Tinio Street	Pilar	Torres	0.137		6.00	Concrete
230	Tiosejo Street	P. Martinez	Shaw Blvd.	0.140		6.10	Concrete
231	Tiyaga Street	MRR	Sgt. Bumatay	0.14		6.00	Concrete
232	Trinidad Street	E. Cruz	Catacutan	0.180		5.00	Concrete
233	Torres Street	Shaw Blvd.	Araullo	0.3		6.00	Concrete
234	Union Street	Madison	Pines	0.12		6.10	Asphalt
235	United Street	EDSA	Pasig Bndry.	0.62		8.00	Asphalt
236	29 de Agosto	Pinagtipunan	Shaw Blvd.	0.76		6.00	Concrete
237	Vicencio Street	Blumentritt	M. Lerma	0.13		4.06	Concrete
238	Villarica Street	Nanirahan	Mabini	0.067		6.10	Concrete
239	Victorino Street	C. Fernando	Rodriguez	0.105		6.00	Asphalt
240	Wack Wack Road	A. Mabini	May	0.39		6.00	Concrete
241	Wayan Street	Kapok	Palah	0.22		6.00	Asphalt
242	Williams Street	Shaw Blvd.	Pasig Bndry.	0.18		6.10	Asphalt
243	Yulo Street	Shaw Blvd.	San Juan	0.085		6.00	Concrete
			Total Length	77.039
PRIVATE ROADS
1	Bank Drive	J. Vargas	Pasig Boundary			0.25
2	Berkely	EDSA	Harvard	0.16			0.16
3	Buffalo Street	Michigan	Duke	0.16		0.16
4	Colgate Street	Maryland	Duke	0.229		0.229
5	Columbia Street	Ortigas Ave.	Connecticut	1.04		1.04
6	Cornell	EDSA	Harvard	0.133		0.133
7	Cromwell Street	Princeton	Stanford	0.11			0.11
Cont. Table 4.08
No.	Name of R O A D S	From	To	LENGTH Km.		CONCRETE	ASPHALT
8	Duke Street	Northwestern	Columbia	0.84		0.84
9	Florida Street	EDSA	Sn Juan Bndry	0.46		0.46
10	Fordham Street	EDSA	Harvard	0.46		0.46
11	Harvard Street	Shaw Blvd.	Notre Dame	1.56		1.56
12	Holy Cross	Ortigas Ave.	Duke	0.575		0.575
13	Kansas Street	Holy Cross	Columbia	0.175		0.175
14	La Fayette Street	Kansas	Columbia	0.52		0.52
15	La Salle Street	Ortigas	Connecticut	0.496		0.496
16	Magnolia Street	Wack wack	Harvard	0.425		0.425
17	Maryland Street	La Salle	Holy Cross	0.206		0.206
18	Michigan Street	Duke	Wyoming	0.635		0.635
19	Missouri Street	Duke	Connecticut	0.16		0.16
20	North Western St.	La Salle	Connecticut	0.494		0.494
21	Notre Dame	Ortigas	Harvard	0.631			0.631
22	Princeton Street	Shaw Blvd.	EDSA	0.78			0.78
23	Richmond	Wyoming	Duke	0.22		0.22
24	Rochester Street	Holy Cross	EDSA	0.223			0.223
25	Stanford Street	Shaw Blvd.	Dna. Julia Vargas	0.607			0.607
26	Wisconsin Street	Duke	Wyoming	0.187		0.187
27	Wyoming	Duke	La Salle	0.414		0.414
28	Yale	Stanford	Shaw Blvd.	0.085		0.085
			TOTAL	11.985		9.724	2.511
NATIONAL ROADS
1	EDSA	Guadalupe	Q. C. Bound	5.015		5.015
2	Shaw Boulevard	Kalentong	Sn. Miguel Ave.	3.869			3.869
3	Boni Avenue	EDSA	Rev. Aglipay	2.920		1.520	1.400
4	Gen. Kalentong St.	San Juan Bound.	Rev. Aglipay	1.069			1.069
5	A. Bonifacio St.	SHAW Blvd.	A. Luna	0.820			0.820
6	Luna Mencias At.	SHAW Blvd.	Araullo St.	0.520		0.200	0.320
7	J. Vargas	SHAW Blvd.	Bridge	0.142		0.142
8	9 de Febrero	Barangka Drive	SHAW Blvd.	3.450		2.750	0.700
9	Rev. G. Aglipay (Blumentritt)	Gen. Kalentong	Coronado	2.920		1.520	1.400
10	Ortigas Avenue	EDSA	San Juan Bound.	1.277			1.277
11	National Mental Hospital Road	Km 9+506	Km 9+693	0.187		0.187
12	New Psychopatic Hospital Road	Km 9+606	Km 10+056	0.450			0.450
13	Welfareville Road	Km 8+276	Km 8+940	0.664			0.664
14	Correctional Road	Km 9+006	km 9+734	0.720			0.720
15	Pioneer Street	EDSDA	Pasig Boundary	1.466			1.466
			TOTAL	25.489		11.334	14.155
Cont. Table 4.08
No.	Name of R O A D S	From	To	LENGTH Km.		CONCRETE	ASPHALT
BARANGAY ROADS
1	PNR					3.45
2	Evangelista Street						0.175
3	Mendoza Street						0.08
				TOTAL		3.45	0.255

2. Status of Water Service

Water Sampling and Monitoring

POWER SUPPLY

1. Existing Facilities and Equipment

Power services in the city are provided by the Manila Electric Co. (MERALCO) through six 115 KV sub-transmission systems: the Mandaluyong substation and SM-Shangrila Substation, both

2. Status of Electrification

DRAINAGE AND SEWERAGE

1. Natural Drainage

3. Man-made Drainage 4. Existing Drainage System

1. Installation and Maintenance

On-going and proposed drainage rehabilitation and flood control projects are shown indicatively in Map 4.24.

1. Causes of Flooding

Clogged Drainage Facilities

Overflowing of Creeks and Rivers

3. Sewerage

COMMUNICATIONS

1. Print

2. Publication

3. Cable TV/TV

4. Radio

5. Postal Service

6. Mobile and Land-based Telephone Service

For land-based communications, the following are the service providers: (1) Globelines, (2) Digitel, (3) PLDT, (4) Islacom, and (5) Bayantel.

7. Telegraph and Courier Services

8. Electronic Communication

[1] Discrepancy from previously declared 1,124.97 hectares is due to AUTOCADD application in computing land area by barangay.

[2] POPCOM-NCR Wallsheet for Metro Manila 1991

[3] 1978 Philippine Yearbook, Chapter 1: Physiography and Related Characteristics

[4] See also Chapter 4 Table 4.05.

[5] The Comprehensive Land Use Plan has a coverage of 25 years from 1995.

[6] See Report on Existing Development Issues and Concerns in Mandaluyong City: October 2015

[7] These entry gates are targeted for landscaping under the 5-year program of the City Greening and Beautification Office.

[8] The creek was mentioned by the members of the Wack-Wack Greenhills-East BDC during the consultation meeting on August 22, 2019. The path of Wack-Wack Creek is still for verification.

[9] Based on the letter of May 23,2012 from Engr. May B. Quinto, Strategic Asset Planning Manager, MWCI (see Folder on Task Force Manila Bay).

City Government

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Police

Fire

Hospital

Disaster/Rescue

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COVID-19 Concerns

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