silay city watersports and recreation park (chapter vi)

134LA CONSOLACION COLLEGE-ARFIEN DEPARTMENT PAGE

CHAPTER VI

GRAPHICAL DESIGN SOLUTIONS

6.1 SITE ANALYSIS

The current zoning of the site belongs to the PARKS AND OTHER

RECREATION zone based on the Land Use and Zoning Plan of Silay City.

Figure 6-1 Approved Urban Land Use Map of Silay City

THE SITE


Figure 6-2 Vicinity Map

The site is located at Brgy. E. Lopez bounded by the Silay-Patag road

and the Imbang river creek. It is around 1km away from the north border of the

airport and 4km away from the provincial hospital.

THE SITE

To City Proper

To EB Magalona

T.L. Jalandoni Provincial Hospital

Bacolod Silay Airport

To Patag


Figure 6-3 Lot Plan

The total land area of the site is one hundred fifty-six thousand five

hundred fifty-eight square meters.

TOTAL AREA=156,558 SQ. M.


TECHNICAL DESCRIPTION

1-2 S 21-38 E 201.95 m

2-3 S 28-21 W 56.34 m

3-4 S 15-57 E 54.31 m

4-5 S 0-01 E 40.04 m

5-6 S 39-40 E 33.87 m

6-7 S 0-01 E 41.96 m

7-8 S 31-35 E 49.43 m

8-9 N 89-59 E 78.99 m

9-10 S 10-53 E 68.33 m

10-11 S 9-25 E 53.20 m

11-12 S 31-33 W 192.16 m

12-13 S 89-59 W 57.18 m

13-14 N 63-38 W 119.94 m

14-15 N 0-01 W 144.10 m

15-16 N 37-31 W 336.53 m

16-17 N 45-32 E 139.44 m

17-18 N 63-16 E 48.44 m

18-1 N 39-56 E 181.66 m

Table 6-1 Technical Description


Figure 6-4 Orientation Map

The access road is located at the northwest of the site. The noise

pollution comes from the trucks passing by.

Northeast Prevailing

Wind

Southwest Prevailing

Wind

Morning Sun

Afternoon Sun

Noise coming from the trucks passing by the

road


Figure 6-5 Hydrology Map

There is an existing creek near the site which collects all the rainwater

runoff. There are existing drainage shown in the illustration in the pink arrow.

Existing Creek


Figure 6-6 Opportunity Map

Since the slope of the site ranges at 0-8%, it is relatively flat and thus

there are more opportunities for development. The only constraints are the

cluster of trees in the site.


Figure 6-7 Transportation System

The site is accessible by motorcycles and Silay-Patag jeepney for public

transportation. Trucks, ambulance and private vehicles also pass by this road.

The access road is eight meters wide.


Figure 6-8 Existing Utility System

The electricity, which is provided by CENECO, is available in the site.

Water supply is only taken from the creek since the SICIWA does not supply

water within this area.

ElectricTransforme

r

Electric Post

Electric Post


Figure 6-9 Existing Vegetation

The site is mostly filled with crops. Other vegetation in the site also

includes Coconut trees and other fruit trees.

Crops and Coconut Trees

Fruit trees


Figure 6-10 Existing Structures

There are no existing structures within the site.


Figure 6-11 Contour Map


As shown in the illustration above , the site has small contours and is

relatively flat which is ideal for development.

6.2 SITE DEVELOPMENT

The Cluster type of planning will be used for the Site

Development planning of the project. This type of planning concept will

allow a dynamic interaction of the users and the spaces within the site.

This incorporates groups of relative facilities in distinct areas to relate its

spaces to one another, where active spaces and passive areas shall be

arranged according to their function.

The facilities are arranged in such a way that the guests would

initially have to take the glimpse of the features before arriving to the

main attraction of the site. The active spaces which are the Watersports

Cable Park, Beginners Winch Park, Water Play Park and Obstacle

Course are arranged in a way where the guests are able to reach them

at a favorable walking distance from the clubhouse. The Convention

Hall is placed near the parking area. The Obstacle Course is situated

not too far away from the clubhouse but still separated from the water

activities. A few parking spaces shall also be provided near the

watersports areas.


Figure 6-12 Site Schematic Diagram6.3 BUILDING FUNCTION

Percentage of Site Occupancy

Area of SiteMaximum allowable Percentage of

Site Occupancy (PSO)Total Open Space Within

Lot (TOSL)20% 80%

156,558 sq. m. 31,311 sq.m. 125,246 sq. m.

Table 6-2 Computed Percentage of Site Occupancy

SPACE PROGRAMMINGTable 6-3

AREA/ SPACE

AREA PER

PERSON (sq. m.)

NUMBER

OF USERS(max)

TOTAL AREA

(sq. m.)REMARKS

First LevelEntry Porch 1.2 75 90.00Lobby & Lounge 1.4 200 380.00 Accommodate guests

Admin. Office 10 7 70.00 Adjacent to the lobby

Souvenir/ Pro Shop

1.4 50 49.50 Adjacent to the lobby

Storage 5.00Toilet Male 1.2 6 13.00Toilet Female 1.2 8 12.00Game Room 1.4 75 112.90 Next to the pro shopLocker/Gym

Attendant room 2 20.40 Caters and manages watersports activities

Office 8 2 18.70


Gym Sto. 29.40Fitness Gym 1.5 150 295.00Locker & Toilet

Male1.2 30 58.50 Locker adjacent to the gym

Locker & Toilet Female

1.2 30 51.16 Locker adjacent to the gym

Second LevelViewing Deck-A 1.2 280 400.00 Partially Covered with Trellis

Clubroom A 1.5 25 80.00 Rentable Meeting Room

Clubroom B 1.5 25 80.60 Rentable Meeting Room

Multipurpose Room

1.5 100 170.50 Rentable Activity Area

Toilet-Male 1.2 4 6.90Toilet-Female 1.2 6 11.20Viewing Deck-B 1.2 375 510.00 Spectator Area/ Dining/

LoungeTOTAL 2,464.76Restaurant

Buffet Dine 1.5 130 220.00A La Carte Dine 1.5 70 110.00Mini function 1.5 20 35.00Reception 1.5 10 17.00Bar 1.4 30 97.00 Adjacent to the Dining

Kitchen 12.0 14 195.80 Booth for Equipment and Activity Reg.

Serving Area 1.2 4 15.00

TOTAL 689.80TOTAL Area (Clubhouse)

3154.56

First LevelEntry Porch 0.6 120 80.80 Serves as the entrance

Lobby 0.6 310 209.00Pre-Function 0.6 600 432.85 A room for registration/

breaksConvention Hall 1.50 1600 1820.00 Room for events

Stage 202.00 performances

Locker 1.5 70 115.70Hallway 2 50 102.00


Toilet- Female 1.2 18 23.25Toilet-Male 1.2 18 22.00Service Hallway 4 40 167.00 Service area from the

kitchenKitchen 4.6 50 260.00Food Storage 65.00Toilet Male 1.2 8 10.60Toilet Female 1.2 10 14.40Table & Chair Sto. 81.00Staff Locker 1.2 60 76.00Maintenance Off. 10 5 54.00 Office for repair and

operationsAdministration

Lobby 0.6 25 22.00Clinic 4.6 2 13.00General Office 2 12 25.50Manager’s Off. 10 1 14.30Employee’s

Lounge1.4 8 12.50

Conference Room 1.5 25 47.30 For meetings

TOTAL 3869.70First LevelPorch 0.6 2 2.57Living/ Bedroom 3 2 13.70 1 room serving both sleeping

and livingBathroom 1.2 1 2.60TOTAL 18.80First LevelPorch 0.6 4 3.40Living/Dining 5 4 28.45 Room serves both dining

and livingPantry 2.6 1 2.70 A space for food preparation

Bedroom 3 2 9.90Bathroom 1.2 1 2.40TOTAL 47.00First LevelPorch 0.6 4 4.60 entrance

Living/Dining 5 4 23.40 Room serves both dining and living

Pantry 2.6 1 3.40 A space for food preparation


Bedroom 3 4 12.00Bathroom 1.2 1 2.60TOTAL 46.00First LevelPorch 0.6 4 2.60Living & Dining 5 3 16.47 Room serves both dining

and livingKitchen 4.6 1 5.73Bedroom 1 3 3 9.95 1 Queen bed/ 2 Single Beds

Bedroom 2 3 3 11.23 1 King bed/ 2 Single Beds

2 Bathrooms 2.4 2 8.80Service Entrance 1 1.50TOTAL 56.28First LevelPorch 0.6 5 6.12Living & Dining 5 5 18.28 Room serves both dining

and livingKitchen 4.6 1 4.80Bedroom 3 4 13.00 1 King bed/ 2 Single Beds

Bathroom 1.2 2 4.00Service Entrance 0.6 2 2.45TOTAL 48.65Porch 0.6 10 6.00Bathroom Female 1.2 20 32.64Bathroom Male 1.2 20 32.64TOTAL 71.30TOTAL (2 units) 142.60

24TOTAL 24.00


Computed Number of Parking Spaces

Clubhouse 1 slot per 100 sq.m. gross floor area25 car parking

spaces

Restaurant1 car per 20 sq. m. customer area and 2 bus

parking30 car park

2 bus

Convention1 car slot/ 50 sq. m. spectator area and 1 bus

parking/ 200 spectators34 car park

3 busLodging houses 1 car/ 20 beds 10 car park

Total99 car park

5 busTable 6-4 Computed Parking Spaces

SITE SPACE PROGRAMMING

Structure Total Floor Area(sq. m.)

Clubhouse

First Level 1205.56

Second Level 1259.20

Restaurant 689.80

Convention Hall 3869.70

Cabin – A (20 units) 376

Cabin – B (9 units) 423

Cabin – C (10 units) 460

Executive Suite – A (4 units) 225.12

Executive Suite – B (6 units) 291.90

Bath house (2 units) 142.60

Power House & Utilities 24

Total Floor Area 8966.88 sq. m.

Table 6-5 Site Space Programming

SwimmingPool


Figure 6-13 Schematic Diagram of the ground floor of the Clubhouse with Restaurant

Figure 6-14 Schematic Diagram of the Second Floor of the Clubhouse

Entry Porch

Dining

Kitchen

Bar

Souvenir Shop

Reception

Hallway

ShowerLocker

Gym

LobbyPatioGame Room

Club Room

Multipurpose Room

Toilet

Viewing Deck

Viewing Deck

Service AreaKitchen

Stairs

Stairs

Club Room

Hallway

Maintenance


Figure 6-15 Schematic Diagram of Convention Hall

Figure 6-16 Schematic Diagram of Cabin-A

Figure 6-17 Schematic Diagram of Cabin-B

Entry Porch

ToiletLocker Pre Function Area

Convention Hall

Porch

BedroomToi. & Bath

Stage

Admin. Office

Hallway

Porch

Bedroom

Toi. & Bath

Living

Pantry

Bedroom


Figure 6-18 Schematic Diagram of Cabin-C

Figure 6-19 Schematic Diagram of Executive Villa - A

Figure 6-20 Schematic Diagram of Executive Villa – B

PorchBedroom

Toi. & Bath

BedroomLiving/ Dining

PorchBedroom Suite

Toi. & BathLiving/ Dining

Porch

Toi. & BathPantry

Living

Kitchen

Toi. & Bath

Kitchen

FemaleShower Toilet

Male Shower Toilet


Figure 6-21 Schematic Diagram of Bath House

6.4. BUILDING AESTHETICS

a. Building Concept

The design concept of the main building, the clubhouse, will symbolize a

wakeboard in transition from one slider or obstacle to another. The shape of

the wakeboard emphasizes the focal point of the building which is the lobby.

Figure 6-22 Design Concept

Entry


The researcher will use the concept of Tropical design. The building shall

maximize the attributes of the natural environment. Methods such as passive

cooling, sun shading, maximization of day lighting shall be applied.

Figure 6-23 Examples of Tropical Design

b. Aesthetic Philosophy

The philosophy of Frank Lloyd Wright, “Form follows function,” will be

used for the aesthetic philosophy of the project. This means that the design of

the building is decided by how it is used. Form should always conform to its

function. The concept is ideal and will be applied in all the structures in the

park.


Wright's approach to architecture is particularly evident at the Nakoma

Golf Resort's Clubhouse with its geometric roof line composed of octagonal

towers and the 60 foot-high Wigwam Room, which features a four-sided central

fireplace.

c. Building Character

The building character will be Modern Asian Architecture, wherein

modern architecture is infused with Asian influence. Modern concepts shall be

applied and with combination to the place’s historical characteristics whereas

considering the environmental aspects as well as the users’ needs.

Figure 6-24 Nakoma Clubhouse


Figure 6-25 Examples of Modern Asian Architecture

6.5 BUILDING STRENGTH AND DURABILITY

Figure 6-26 Steel Framing


Steel frame method is a construction technique in which the structural

supporting elements consist of combinations of steel beams, steel girders, and

steel columns, joined together at their intersections.

This construction method will be applied on this project because of its

inherent strength and durability that provides structural integrity in all types of

environments and conditions. In particular, the high strength-to-weight ratio of

steel roof framing allows for longer spans, creating larger, more open living

areas.

6.6. BUILDING ENGINEERING AND UTILITY SYSTEM

Figure 6-27 Types of Deep Well


Since the proposal requires a plenty amount to sustain the

manmade lake, there are only two options for alternative water source. One is

the water from the creek, another is the water from the ground. The water

source from the creek may be used by putting up a water pump. However the

water from the creek has obtained sediments from other factors: rainwater,

animal deposits, other wastes; it is unsanitary, which means, there is a need to

put up a filter which proves to be expensive. Hence, the design will only utilize

the underground water by using a deep well.

Figure 6-28 Submersible Pump


The illustration (see fig. 6-28) shows the use of submersible pump that is

coupled to the deep well in order to sustain the water supply to the site. This

will help in maintaining the water supply to the man-made lake cable park and

also to the water utilities that will be able to sustain the function of the site.

A biofi

lter is an engineered bed of soil or compost under which lies a distribution

system of perforated pipe and a layer of coarse distribution media.

Figure 6-29 Biofilter


Contaminated air is blown into the perforated pipes and slowly diffuses up

through the biofilter media. The contaminant molecules flow through the

biofilter media like pebbles in a stream, until they settle out and are consumed

by the microorganisms. These same microorganisms are responsible for the

degradation of organics in nature.

Since a conventional pool filter is too expensive to filter the wide volume

of water. A biofilter shall be applied in the water treatment of the manmade

lakes.

silay city watersports and recreation park (chapter vi)

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