For project briefing schedule an appointment with Melchizedek & Salem at: Business Address: Level 4 Unit 1-2, CYA Centrum, Military Cut-Off, Kennon Road, Baguio City. Benguet. 2600
Or contact us at any of our given phone numbers:
Tel.No.:074.244.3919 | 0916.730.5172 | 0939.328.4929
PRC-REB Licensed Number: 0024334
HLURB Registration No.: NLR-A-12-19-081
3. MEET OUR ENGINEERS
ENGR. ERNESTO J. GALLEON , C.E.
JPHI- Project Manager / Lead Consultant
formerly COO of ASIATIC CONSULTANTS,INC.
Project Management Technical Staff
CHRIS C. VALENZUELA – Architectural & Structural detailer/ Safety Officer
ENGR. JIMMY PIMENTEL JR. – QA/QC, Structural supervisor
ENGR. EDWIN ESPIQUE – Site engineer / Surveyor
ENGR. WAYNE MARTINEZ – Site engineer / Rebars engineer
ENGR. DAN DARREAL TAYAWA – Site engineer / MEPS
ENGR. DENARDINE YEUMAN – Site engineer / Materials engineer
ENGR. CAMELLA ORFINADA – Cost engineer
ENGR. ALYZZA CABATIC - Cost engineer
ARCH. ALFREDO S. SAN MIGUEL
President – ASSANMIGUEL ARCHITECTS
Chief Architectural Designer
PROJECT CONSULTANTS
ENGR. WILFREDO M. FRONDA, C.E.
Structural Engineer
President – WMF Builders
presently PHINMA AU-Araullo University Dean of Engineering
ENGR. NELSON N. NICDAO
Mechanical / Electrical / Plumbing /Sanitary (MEPS)
President - NORTECH ELECTRO POWER INC.
ENGR. BONIFACIO I. DELA PEÑA
Civil/ Geotechnical Engineer
President – BIP STEADFAST GROUND INC.
presently City Administrator – Baguio City
ENGR. EDDIE C. CAAMPUED, C.E.
Project Manager - JASA BUILDERS
General Contractor
ARCH. VIRGILIO E. VICENTE
Project Manager – GFC888 CONSTRUCTION, INC.
Sub-Contractor
4. Project Background :
The SELENDRA PROJECT is a proposed mixed
use development, a land development project
of JASA PROPERTY HOLDINGS, INC.(JPHI) with
a total land area of Sixteen Thousand Ninety
Two (16,092) square meter located in the City
of Baguio at:
5. Vision of the Developer:
The JPHI believes that condominium enhance affordability by
fractionalizing cost of land and building, facilities, utilities, amenities
and services will cost less to build and maintain, economy in land
space. This is SELENDRA PROJECT, it is envisaged to be a mixed-used
development, residential and commercial for economic
sustainability, a residential community as by way of defining the
beauty of living in the new mountain range and to find comfort of
sweltering temperature from lowland areas to provide accessible to
public or mass transportation, near commercial areas, schools and
offices, and travel time is minimized.
6. Project Component:
The master plan of SELENDRA PROJECT has been
identified accurate engineering plans to new ground
formation and profile, adequate piping for water supply
system, appropriate waste water collection and
drainages system, the geometrical design road network
and slope protection were also study on the basis of
economic and financial viability and acceptability.
7. Project Component:
The site development plan, a thorough comprehensive
study is undertaken for the final stage of engineering
design for the utilities and other amenities of the
proposed SELENDRA PROJECT, in order to determine
the amount of capital investment, capital expenditure,
the operating expenditure and to minimize risk and
ascertain the success of the project.
8. Project Component:
The architectural and structural design of model condominium
are relatively undertaken for carefully and thoroughly study to
ascertain the highest quality level of products with minimum cost
without compromising the functionality and aesthetic design in
condo units.
The study and design also recommends phases of project
implementation/construction and proportioning of loan amount
application from its lending institution or in-house financing by
the developer.
11. SITE DEVELOPMENT:
LAND DISTRIBUTION UNIT AREA %
GROSS AREA sq.m. 16,092.00 100.00
OPEN SPACE
a.) Road lot sq.m. 4,446.70 27.63
b.) Landscaping sq.m. 499.00 3.10
c.) Park & Recreation sq.m. 1,845.40 11.47
TOTAL OPEN SPACE sq.m. 6,791.10
SEGREGATED AREA FOR FUTURE
DEVELOPMENT
sq.m. 1,056.63 6.57
UTILITY AREA sq.m. 500.60 3.11
COMMON LAUNDRY AREA sq.m. 204.97 1.27
RESTAURANT WITH PARKING sq.m. 1,004.00 6.24
TOWNHOUSES sq.m. 360.00 2.25
SEWERAGE TREATMENT PLANT sq.m. 129.00 0.80
TOTAL SALEABLE AREA sq.m. 6,045.70 37.57
SALEABLE
LOT AREA
Unit Area
BUILDING 1 sq.m. 1,697.60
BUILDING 2 sq.m. 1,454.60
BUILDING 3 sq.m. 948.50
BUILDING 4 sq.m. 1,945.00
Total sq.m. 6,045.70
14. WATER SUPPLY LAYOUT:
FOR WATER DEMAND :
Consumption : 120 Liters / Capita / day ( LWUA Design Critiria )
Total Q = 120 x 1200 person
= 144,000 liters / day or
= 144 cu.m per day (average day demand : ADD)
Or 1.66 lps
Water Tank :
Volume = 144 x 1.45 (Peak Hours) = 208.80 cu. m or 200 cu.m
FOR SEWAGE TREATMENT PLANT (STP) :
DESIGN PARAMETER
1.) DESIGN PEAK FLOW @ DRY WEATHER FLOW (DWF)
- 6 DWF for Population equal or under 1000 head.
- 4 DWF for Population over 1000 head but not less than
that based on 1000 population.
2.) Primary Sedimentation Tank shall be designed for :
- Maximum surface loading of 40 cu.m / sq. m / day @ peak flow.
- Maximum retention time of 2 hrs. @ peak flow.
- Maximum weir loading of 250 cu.m / sq.m / day @ peak flow.
17. PROJECT DESCRIPTION:
Eight (8) Storey Condominium 2 w/ 3
Basement Parking
with 151 condominium Units
and Parking space
Eight (8) Storey Condominium 3 w/ 3 Basement
Parking
with 39 condominium Units
and Parking space
Six (6) Storey Condominium 4 w/ 2
Basement Parking
with 113 condominium Units
and Parking space
Six (6) Storey Condominium 1 w/ 2
Basement Parking
with 113 Units
and Parking space
18. VICTORIA- BUILDING
Eight (8) Storey Condominium 2 w/ 3
Basement Parking
PHYSICALASPECT
A. TWO BEDROOM
1. MODEL-A 51.60 sq m 32 units
2. MODEL-B 46.26 sq m 2 units
3. MODEL-C 49.87 sq m 14 units
B. ONE BEDROOM
1. MODEL-D 35.60 sq m 7 units
2. MODEL-F 30.18 sq m 16 units
C. STUDIO TYPE
1. MODEL-E 26.27 sq m 80 units
TOTAL 151 units
PARKING LOT 125
TOTAL GROSS AREA 9,568.53 sq m
LOT AREA 1,454.60 sq m