Silay City Watersports and Recreation Park (Appendices)

168LA CONSOLACION COLLEGE-ARFIEN DEPARTMENT PAGE

APPENDIX A

“LETTERS”


Appendix A-1

LETTER OF APPLICATION



Appendix A-2

LETTER OF APPROVAL


Appendix A-3

LIST OF CONSULTANT


Appendix A-4

DESIGN CONSULTANT


Appendix A-5

WRITING OF CONSULTANT


Appendix A-6

TIME REPORT


Appendix A-7

LETTER TO CPDO


APPENDIX B

“SURVEY QUESTIONNAIRE”


Dear respondents,

A pleasant day!

The researcher, a fifth year Architecture student of La Consolacion College Bacolod, would like to implore your answers in this survey questionnaire that would be able to assist the researcher in the compliance of her research, SILAY CITY WATERSPORTS AND RECREATION PARK. Rest assured that your answers shall be treated confidentially and will be used for research purposes only.

Thank you very much,Alyssa Camille ArguellesThe proponent

I. BACKGROUND OF THE RESPONDENTSName: (Optional)Age: Gender: Male FemaleCivil Status: Occupation:

II. QUESTIONNAIRE PROPER

Instruction: Please put a check (√) on the space provided that best corresponds to your answer.

1. Would you be interested to visit the SILAY CITY WATERSPORTS AND RECREATION PARK in the future?

( ) Yes

( ) No


2. How many people would you bring to visit the park?

( ) 1 to 5 ( ) 11 to 15

( ) 6 to 10 ( ) 16 and above

3. Would you be interested to learn watersports through classes and/or camps?( ) Yes ( ) No

4. Please indicate if YOU or any member of your HOUSEHOLD has a need for each of the recreation PROGRAMS listed. Rank 1 as the most preferred and 4 as the least.

( ) Watersports training course( ) Teambuilding activities( ) Swimming classes( ) Camp Adventure

5. What facilities would you like to find in the proposed WATERSPORTS AND RECREATION PARK? Rank 1 as you most preferred.

( ) Watersports cable park ( ) Swimming Pool( ) Water Play Park ( ) Obstacle Course( ) Camping

6. What other support facilities would you like to be provided in the SILAY CITY WATERSPORTS AND RECREATION PARK? Rank 1 as your most preferred.

( ) Lodging/Cabins( ) Convention center( ) Camping Grounds

7. From the following list, please check ALL the potential indoor spaces you and members of your household would use.

( ) Indoor Games ( ) Restaurant( ) Pro shop ( ) Gym( ) Souvenir shop ( ) Clinic


( ) Locker room ( ) Children’s’ Play( ) Rentable Spaces

8.How much are you willing to spend in order to fulfill your satisfaction and enjoyment in the watersports and recreation park?

( ) 100-199 ( ) 550-1000( ) 200-399 ( ) More than 1000( ) 400-549

10. Please indicate your suggestions/ recommendations and comments.

Thank you very much and God bless!!!








APPENDIX C

“MAPS”


LOT PLAN


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


CONTOUR MAP





Locator Map



APPENDIX D

“STRUCTURAL COMPUTATIONS”


LOADS AND CONSTANTCLUBHOUSE

Two Way Slab Sructural Design ( Sd / Ld > 0.50 )


CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE


Seismic Analysis ( Traverse Direction )CLUBHOUSESecond Floor Factored Load:

Beam = - knPartition = - knFlooring = - knFloor Finishing = - knCeiling = - knLive Load = - kn

- kn

Third Floor Factored Load:Beam = - knPartition = - knFlooring = - knFloor Finishing = - knCeiling = - knLive Load = - kn

-

Second Floor Deck Factored Load:

Beam = 422.72 kn

Partition = - kn

Flooring = 626.41 kn

Floor Finishing = 106.07 kn

Ceiling = 42.43 kn

Live Load = 622.60 kn 1,820.23 kn


Seismic Analysis ( Traverse Direction )CLUBHOUSE


Seismic Analysis ( Traverse Direction )CLUBHOUSE


Beam Structural Analysis

CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE



CLUBHOUSE


Column Sructural Design ( e > eb )

CLUBHOUSE


Design of Footing Cw < 0.50Ch

CLUBHOUSE


LOADS AND CONSTANTCLUBHOUSE (RESTAURANT)



CLUBHOUSE (RESTAURANT)

Seismic Analysis ( Traverse Direction )



Second Floor Factored Load:Beam = - knPartition = - knFlooring = - knFloor Finishing = - knCeiling = - knLive Load = - kn

- kn

Third Floor Factored Load:Beam = - knPartition = - knFlooring = - knFloor Finishing = - knCeiling = - knLive Load = - kn

-

Roof Deck Floor Factored Load:

Beam = 509.41 kn

Partition = - kn

Flooring = 642.54 kn

Floor Finishing = 128.51 kn

Ceiling = 51.41 kn

Live Load = 494.19 kn 1,826.06 kn

















Column Sructural Design ( e > eb )



Design of Footing Cw < 0.50Ch



APPENDIX E

“ELECTRICAL COMPUTATIONS”





APPENDIX F

“OTHER COMPUTATIONS”


COMPUTATION ON DEEP WELL

Duration to Fill up Lake/Pond WATER PLAY PARK

VA= 12,924.42cu.m.

Convert Cu. M. to gal.

VA= 12,924.42cu.m. x

265

gal/ cu.m. .=

3,424,971

gal

Duration to Fill up Lake/Pond WATER PLAY PARK Using 1 deep well w/ Q of 500 gal/min T= Q/pump capacity

T= 3424971.30 gal.s /50

0 gal/min T= 6849.94 mins / 60 min/ 1hr T= 114.17 hrs / 24 hrs/day T= 4.76 days to fill up WATER PLAY PARK LAKE

Duration to Fill up Lake/Pond WATERSPORTS CABLE PARK

VB= 28,173.99cu.m.


VB= 28,173.99cu.m. x

265

gal/ cu.m. .=

7,466,107

gal

Using 1 deep well w/ Q of 500 gal/min T= Q/pump capacity

T= 7466107.35 gal.s /50

0 gal/min T= 14932.21 mins / 60 min/ 1hr T= 248.87 hrs / 24 hrs/day T= 10.37

days to fill up WATERSPORTS CABLE PARK LAKE

Duration to Fill up Lake/Pond BEGGINERS WINCH PARK A

VB= 4,397.79cu.m.



VB= 4,397.79cu.m. x

265

gal/ cu.m. .=

1,165,414

gal


T= 1165414.35 gal.s /50

0 gal/min T= 2330.83 mins / 60 min/ 1hr T= 38.85 hrs / 24 hrs/day T= 1.62 days to fill up BEGGINERS WINCH PARK A

Duration to Fill up Lake/Pond BEGGINERS WINCH PARK B

VB= 4,523.40cu.m.


VB= 4,523.40cu.m. x

265

gal/ cu.m. .=

1,198,701

gal


T= 1,198,701 gal.s /50

0 gal/min T= 2397.402 mins / 60 min/ 1hr T= 39.9567 hrs / 24 hrs/day T= 1.6648625 days to fill up BEGGINERS WINCH PARK B

Deep Well Source Approx. Cost P 2,500,000.00 Total Depth 500ft

Casing 300mm diam.

x 300 ft.


Secondary Casing 250 mm diam.

x 200 ft.

Yield Capacity of Well 500 gpm

Computation of Submersible Water Requirements TDA= total dynamic head Q= capacity of pump in gal./min. EFF= Efficacy of pump 3960= Constant Hp= (TDH)(Q)/(3960)(EFF)

Hp= ( 200

ft) (

500 )= 36.08

hp

(396

0) ( 0.7 )

Provide 40 Hp motor coupled with the submersible pump model

500 GPM = 113CU.M./HR200FT=61MTS.PUMP MODEL SP 95-426Kw=40Hp77% efficiency


CONVENTION HALL CAPACITY (1820 SQ.M.):



APPENDIX G

“SUMMARY OF PROJECT COST”

SUMMARY OF PROJECT COST Area Cost per Area Total Cost (Php)

Clubhouse3,154.56 30,000.00 94,636,800.00

Convention Hall 3,869.70 30,000.00 116,091,000.00Cabin - A 376.00 25,000.00 9,400,000.00Cabin - B 423.00 25,000.00 10,575,000.00Cabin - C 460.00 25,000.00 11,500,000.00Executive Villa - A 225.12 30,000.00 6,753,600.00Executive Villa - B 291.90 30,000.00 8,757,000.00Bath House 142.60 15,000.00 2,139,000.00Powerhouse 24.00 125,000.00 3,000,000.00


Site Development/ Landscaping 42,856.46 2,000.00 85,712,920.00Perimeter fence 1,597.39 3,000.00 4,792,170.00Road and Path walks 49,276.68 2,000.00 98,553,360.00Swimming Pool (villas) 95.69 25,000.00 2,392,250.00Swimming Pool (clubhouse) 384.78 25,000.00 9,619,500.00Lake (lining& earthworks) 36,040.57 3,000.00 108,121,710.00 Utilities Gallons Rate Total Cost (Php)Deep Well 2,500,000.00Elevated Tank 50000 120.00 6,000,000.00D. E. Water Filters 4 90,000.00 360,000.00

Set Rate Total Cost (Php)Cableway tower masts (cable park) 5 4,326,000 21,630,000Cableway tower masts (beginner's winch) set

4 1,730,000.00 6,920,000.00

Water Play Inflatables 1,180,000.00 1,180,000.00

Total Project Cost 610,634,310.00


APPENDIX H

“FEASIBILITY STUDY”

FEASIBILITY STUDY

The Silay City Water Sports and Recreation Park is located in Hacienda

Daniel, Brgy. E. Lopez, Silay City, Negros Occidental owned by Rama L.

Locsin. The owner will be responsible for the funding of the proposed project.

Other sources of funds will also come from other international sponsors and

brands as well as donors.


The park will cater local residents as well as local and international

tourists. It will offer training course, teambuilding programs, conventions,

sporting and other events. This will cater group events with overnight and long

term stay depending on the type of activities and programs to be enacted.

Max Capacity Projection

Unit Price (Php)

# of Hours

# of days

in years

Total Amount

REVENUE (Php)CLUBHOUSE

Swimming Pool

100 50 100.00

360 1,800,000.00

Gym 50 25 60.00 360 540,000.00

Souvenir & Pro Shop

20 8 500.00

360 180,000.00

Game Room

40 20 50.00 10 360 3,600,000.00

Club room A 20 8 1,000.00

60 480,000.00

/day (assumed)

Club room B 20 8 1,000.00

60 480,000.00

/day (assumed)

Multipurpose Room

100 40 2,200.00

1 60 5,280,000.00

day (assumed)

100 40 2,000.00

1 60 4,800,000.00

night (assumed)


Restaurant

220 110 150.00

360 5,940,000.00

TOTAL 23,100,000.00

Convention Area

1600 640 4,000.00

4 120 1,920,000.00

(per hour

rental)

(Assumed)

Cable Park and Winch

Park

250 100 350.00 1 360 12,600,000.00

/day

Water Play Park

350 140 120.00 9 360 54,432,000.00

Obstacle Course

80 32 50.00 6 360 3,456,000.00

TOTAL 72,408,000.00

REVENUE # of UnitsMax

CapacityProjec

tionUnit Price

# of days

in years

Total Amount

Rooms

Cabin A 20 40 20 1,100 360 7,920,000.00/day

Cabin B 9 18 9 1,300 360 4,212,000.00/day

Cabin C 10 30 15 2,000 360 10,800,000.00/day

Executive Villa - A

4 24 8 3,000 360 8,640,000.00/day

Executive Villa - B

6 18 6 4,200 360 9,072,000.00day


TOTAL 40,644,000.00

TOTAL CAPACITY

2,899

OVERALL TOTAL (annual revenue)

136,152,000.00

The estimated minimum income for all the activities in the park will sum

up to Php 136,152,000.00 in one (1) year or approximately Php 11,346,000.00

in one (1) month. The Watersports and Recreation Park would be able to

generate a total amount of Php 1,361,520,000.00 in ten (10) years.

Schedule Of Revenue: Year 1 Year 2 Year 3

Revenue 11346000 11346000 11346000

No. of Floors 1 1 1

Monthly revenue 11,346,000.00

11,346,000.00

11,346,000.00

no. of months 12 12 12

total

136,152,000.00

136,152,000.00

136,152,000.00

other operating sales

2,269,200.00

2,496,120.00

2,745,732.00

Total Sales Revenue

138,421,200.00

138,648,120.00

138,897,732.00

Less:

Operating 10 10


Expenses: 3,403,800.00 % 3,744,180.00 % 4,118,598.00

Net Income Before tax

141,825,000.00

142,392,300.00

143,016,330.00

income tax 42,397,500.00

42,567,690.00

42,754,899.00

Net Income 99,427,500.00

99,824,610.00

100,261,431.00

-

Payback period

capital610,634,310.0

0

Net income

100,261,431.00

6.09 years

It will take 12 years for the Silay City Watersports and Recreation Park to recover the capital.

*other operating sales is 20% of the project cost. This expenses includes salary of employess, office supplies, depreciation expenses and utilities expenses.

*it is assumed that the company will have a fixed income in its call center. And a 10% in its other operating revenue every year.

* income tax is 30% in excess of 500,000 of its net income before tax.

Managing the Watersports Cable Park and beginners winch park

includes 3 staffs to operate and 2 lifeguards. The clubhouse will be manned

with 1 person for the reception/information and registration, 6 for the

administrative office, 1 locker and fitness gym attendant, 2 for the souvenir and

pro shop, 3 guards, 3 servers on the bar and counter, 8 waiters, 1 catering


manager, 2 cooks, 5 on preparation/serving/cleaning, 2 janitors. 4

housekeepers for the lodging houses. There will be 2 guards at the

guardhouse. For the convention hall, the offices shall be manned with 8 people,

2 for the maintenance, 20 waiters, 5 cooks, 10 for

preparation/handling/assistance, 2 managers, 2 security guards, 2

housekeepers. 3 staff and 2 lifeguards for the Water Play, 2 facilitators for the

Obstacle Course. A total of 103 staffs who will receive a monthly income not

lesser than the minimum wage. The total salary of the workers shall be

deducted from the total income.

PROJECTION.SILAY CITY PROJECTED POPULATIONYEAR POPULATION

Year Population1990 101,0311995 122,7482000 107,7222007 120,3652013 137,0042020 153,105

The figure above shows the growth of population of the city of Silay according to NSO National Statistics Office, the City of Silay has a total population of 120,365 in year 2007, the average growth rate of the population is 1.6 percent. The projected population for the year 2020 will be 153,105. Projected Number of Employee (year 2020)Computation:PNE = Present Number of EmployeePP = Present Population (120, 365)


PP = Projected Population (2020)X = Future Number of EmployeesPNE/PP = x/PP

103 = x

120,365 153,105

x=131

There will be approximately 131 employees by year 2020.


APPENDIX I

“OUTLINE SPECIFICATIONS”

OUTLINE SPECIFICATIONS

Project: Silay City Watersports and Recreation ParkLocation: Brgy. E. Lopez, Silay City

WORK ITEM Description

1. Soil Treatment 2. Foundation Reinforced Concrete (Class “A” mixture, 1:2:4); with necessary

reinforcing bars as indicated in the structural plan structural plan. Reinforced Concrete (Class “A” mixture, 1:2:4); with necessary reinforcing bars as indicated in the


structural plan. Reinforced Concrete (Class “A” mixture, 1:2:4); with necessary reinforcing bars as indicated in the structural plan.

3. ColumnsReinforced Concrete (Class “A” mixture, 1:2:4);with necessary reinforcing bars as indicated in the structural plan.

4. BeamsReinforced Concrete (Class “A” mixture, 1:2:4); with necessary reinforcing bars as indicated in the structural plan.

5. Floor Slabs Reinforced Concrete (Class “A” mixture, 1:2:4); with necessary reinforcing bars as indicated in the structural plan.

5.1 Finishes

5.1A Lobby Flooring: 60x90 Rectified homogenous non-slip tile in beige with accent design in darker shade of same material to be applied using heavy duty type tile adhessive on a well leveled rough concrete flooring . Walls: 60x90 Rectified homogenous Travertino Gres tile accented w/ crazy cut local sandstone in beige.

5.1B Souvenir & Pro Shop

Flooring: 60x60 Grespania Ceramica non-slip tile in flaming earth tones applied using heavy duty type tile adhessive on a well leveled rough concrete flooring . Walls: Painted plastered walls with portions covered with cushioned fabric on plywood for accent. 10mm tempered glass on powder coated aluminun frame for windows; Duco finished show cabinets for the merchandise; painted 10mm water resistant gympsum board on metal furring.

5.1C Admin. Office

Flooring:60x60 cm homogenous granito tile in cream; Walls: painted plastered wall with portions accented in either crazy cut sandstone on 20cmx30cm local woodstone; Ceiling: 12mm accoustic board on metal T runners; Lights: recessed light receptacle with 15watts energy saver compact bulb

5.1D Game Room Flooring: 60x60cmFlamenco Mocha Rectified homogenous non-slip tile applied using heavy duty type tile adhessive and fungal treated heavy duty grout on a well leveled rough concrete flooring . Walls: Painted plastered wall with portions accented with 15cmx30cm woodstone; Celing: 12mm accoustic ceiling board on metal T runners; Lighting: recessed energy saver compact bulb with drop lights on game table as per requirement.

5.1E Toilet & Locker

Flooring:60x60 non slip rectified homogenous tile in beige; walls: 30x30 homogenous tile with 10x30 embosed listel accent; counter top: 18mm black galaxy granite on reinfoced conrete counter with lever type europlus Grohe as mixer; P-trap, angle valve, shower mixer and floor drain must be of good; Toilet door partitions and shower door: 12mm phenolic board compact laminate in wenge complete with robe hook and other accesories.

5.1F Locker Flooring: 5mm wood grain sheet vinyl resilient flooring, with


attendant/ storage bacteriostatic tratment and funfigicidal treatment and permanent UV curing (taraflex) by gerflor; Installed seamless thru heat welding on well leveled concrete floor with acceptable moisture vapor level. Walls: painted with Knox Out air cleaning paint by Boysen in pastel off white and satin sheen. 6mm tempered mirrors sealed with non acetic sealant on all sides. 12mmx60cmx120 cm accoustic board on metal T runners for ceiling; Lights: 15cm square recessed lt receptacle w/ 13w daylight energy saver compact bulb.

5.1G Fitness Gym

5.1H Banquet Dining

Flooring: 60x90 Egeo Carara White Rectified homogenous granite tile with accent design of mosaic tiles, applied using heavy duty type tile adhessive on a well leveled rough concrete flooring; Walls: Painted plastered wall with 15mm textured MDF decorative panel treatment and mosaic tiles on some portions; Ceiling: Painted Gympsum board with concealed/recessed general lighting with drop chandeliers as accent; 12mm glass panels are treated with roller blinds.

5.1I Lobby & Mini Function Rm

Flooring: 60x90 Egeo Carara dark grey Rectified homogenous granite tile with accent design of mosaic tiles, applied using heavy duty type tile adhessive on a well leveled rough concrete flooring; Walls: Painted plastered wall with mosaic and black granite accent on water feature; Light: recessed general lighting and a grand chandelier in the middle; Mini function room flooring: heavy duty carpet with pattern; accent drop light; 12mm accoustic ceiling board; Wall: wall paper accent and painted plastered wall.

5.1J A la Carte Dining

Flooring: 60x60 Non slip Rectified homogenous granite tile with accent design of mosaic tiles, applied using heavy duty type tile adhessive on a well leveled rough concrete flooring; Walls: Painted plastered wall with mosaic and black granite accent on water feature; Light: recessed general lighting w/ accent drop light; 12mm accoustic ceiling board; Wall: painted plastered wall with natural stone accent.

5.1K KitchenFlooring: Heavy duty non slip homogenous tile w/ heavy duty, acid resistant tile adhessive and epoxy grouting sloped to drain with stainless gating and drain; Walls: 30x30cm Vitrified tiles w/ epoxy grout; Kitchen counters and range hoods: stainless steel fabricated tables and equipments; ceiling: painted plastered ceiling and accoustic boards on portions allowed.

5.1L Club Rooms Flooring: 60x60cmFlamenco Mocha Rectified homogenous non-slip tile applied using heavy duty type tile adhessive and fungal treated heavy duty grout on a well leveled rough concrete flooring . Walls: Painted plastered wall with portions accented with 15cmx30cm woodstone; Celing: 12mm accoustic ceiling board on metal T runners; Lighting: recessed energy saver compact bulb with drop lights on game table as per requirement.


5.1M Viewing Deck

Flooring: 30x30cm Rectified homogenous non-slip tile in beige with accent design in darker shade of same material to be applied using heavy duty type tile adhessive on a well leveled rough concrete flooring; Integral water proofing w/ added asphalt layer water proofing, torched applied and topped w/ 3inch thick concrete layer as bedding of floor tile finish, slope to drain.

5.1N Multipurpose Room

6. Vertical Partition Analok Powder coated alminum7. Roofing

Clay tiles or Tegula conrete tiles on pre painted gi corr and metal roof battens

8. Trellis Wood grainAluminum cladding on steel frames9. Roof Framing 3 inch 2mm built up angle bar w/ 2 inch cross members10. Roof Beams 3 inch 2mm built up angle bar w/ 2 inch cross members11. Gutter conrete gutter w/ integral water proofing and painted castle

water proofing12. Waterproofing

12.1 Toilet and Bath Floor Slab

Reinforced concrete w/ integral waterproofing and painted castle epoxy type water proofing.

12.2 Plant BoxesReinforced Concrete with integral waterproofing and painted with castle epoxy type water proofing.

13. Wall

13.1 Exterior Walls

13.1A Foundation

6” thick Concrete Hollow Blocks (CHB) with mortar in the hollow core and reinforcement bars

13.1B Structure Walls

Plain Cement plaster Finish on both sides, Painted with Davies Acrytex Paint

13.2 Interior Walls

13.2A Foundation 30 cm thick Grade A Concrete mix with 12mm dia. reinforcement

bars.

13.2B Walls

4” thick load bearing Concrete Hollow Blocks (CHB) with cement/sand mix in the hollow core and reinforcement bars.

14. DoorsOption of wood grain metal door, jamb and hinges.

4.5mm thick brown-tinted glass on Bronze color Alum. Powder-coated frames,double panel swing doors


15. Windows 4.5mm thick brown-tinted glass on Bronze color Alum. Powder-coated frames, swing type windows with bottom headers and fixed panels; double panel swing windows sliding type with fixed panels

16. Finishing Hardware

16.1 Locksets Baldwin or Kwikset or Schlage or Yale

16.2 Hinges Butt Hinges Yale or better

APPENDIX J


“PHOTOGRAPHS OF THESIS PROJECT”














APPENDIX K

“THESIS RECOMMENDATIONS”


SCHOOL OF ARCHITECTURE, FINE ARTS AND INTERIOR DESIGNLa Consolacion College

Bacolod City

ARCHITECTURE THESIS DELIBERATION 2011-2012

NAME : ALYSSA CAMILLE C. ARGUELLESTHESIS TITLE : SILAY CITY WATERSPORTS AND RECREATION PARK

PANEL OF JURY: Arch’t. Gazil B. SinoyArch’t. Jico C. MonteArch’t. Romeo S. Lavilla Jr.

COMMENTS AND RECOMMENDATIONS:1. Lack provision for separate first-aid facilities for untoward extreme accidents.2. Reorient the cottages nearer to the attraction.3. Good presentation and I enjoy the question and answer portion!4. Keep up the good work!5. Re-plan the site development-the road network, groupings and future

expansion.6. Provide emergency/ clinic separate from the convention hall.7. Provide separate cabanas for the passive and active activities.8. Provide service road for emergency.9. Good presentation and building character!10. Provide expandable parking areas for convention hall of 1500 occupants.11. Provide water maintenance12. Compute for the design capacity of the water tank13. Shower bath needed- waterplay (local) - immediate market.14. Emergency response for both waterplay and wake boarding area.

TOTAL NO. OF BALLS: 8

Note: The grade given by the panel of jury represents 60% of the final grade for Design 10 (Thesis) subject. Final grade will be given by the adviser after compliance of all thesis requirements.

Prepared by:ARCH’T. MA. JULINEE C. BRITANICO, MS. Arch


Adviser, Design 10


Old Site Development Plan


Revised Site Development Plan

1. Lack provision for separate first-aid facilities for untoward extreme accidents.

Solution:

A separate clinic was provided beside the clubhouse for immediate emergency response. Lifeguards will also be available. Safety equipments such as helmet and vest will be required to all who wishes to do water play and watersporting activities.

2. Reorient the cottages nearer to the attraction.

Solution: The cluster of Cabin C was relocated to the other lodging areas. Whereas, rentable cottages were also provided near the watersports facilities.


Since most of the lodging areas are near the water play park, huts, or small lodging, were provided near the Watersports Cable Park. Cottages were provided on the active spaces.


5. Re-plan the site development-the road network, groupings and future expansion.

Solution: (See Revised Site Development Plan). The road was maintained due to the projection and possibility of thousands of guests during big events in the future. The road will also serve as parallel parking spaces. Given that the site is too big for walking for some people, there’s a free shuttle ride, in a scheduled time, that will be able to fetch and bring the guests to the desired destination. As suggested by the jury, landscaping was provided in order to boost the interest of the guests. In order to avoid car accidents, a speed limit of 20kph shall be implemented; humps and pedestrians are incorporated. The lodging areas were grouped together (refer answer to question no.2) and the future expansion areas were shown.

6. Provide emergency/ clinic separate from the convention hall.

Solution: Refer answer to no.1

7. Provide separate cabanas for the passive and active activities.

Solution: Refer answer to no. 2

8. Provide service road for emergency.

Solution: The road is already too wide and big enough for emergency and buses. (Refer answer to no. 5)

10. Provide expandable parking areas for convention hall of 1500 occupants.

Solution: More parking areas for the buses and cars were added. (See Revised Site Development Plan)

11. Provide water maintenance

Solution: Since the researcher has limited knowledge on the details about the man-made lake, areas were provided to serve as the water maintenance on each man-made lake. The water maintenance area includes the biofilter that will treat the water. It may be displayed as another landscaped pond or as an underground water treatment. (See Revised Site Development Plan)


12. Compute for the design capacity of the water tank

Site capacity: 3,500 people

3,500x10 gallons= 35,000 gallons

50,000 gallon shall be the capacity of the water tank to be provided.

13. Shower bath needed- waterplay (local) - immediate market. Solution: Shower bath was already provided at the old Site Development Plan.

14. Emergency response for both waterplay and wakeboarding area.

Solution: Refer answer to no.1

Silay City Watersports and Recreation Park (Appendices)

Documents

la consolacion

bronze color

untoward extreme

5mm thick

floor factored

beam structural

black granite

recessed general