No preview available
HomeMy WebLinkAboutThe Sands 22030061OFFICE USE ONLY: SATE FILED: =J a PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: �aO�tJaCo CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE 8t FILLED IN TO BE ACCEPTED %6 0Gy ST. LUCIE COUNTY PUBLIC WORKS E < BUILDING & ZONING DEPARTMENT (off 2300 VIRGINIA AVENUE '20R OP FORT PIERCE, FL 34982-5652 1 561-462-1553 tN �� I°v APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 7-9ex, i-� i A -Qcn % urLi-iiWSoN SSI— 6im-- 1.t no -!3x0 (q 2. S/D NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): ■ 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. t 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT U) 1 RO ECT OR WORK ACTIVITY. tmm n! A-�1�6-_- ihlU; f 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT LEFT SIDE OXLV- — SIDE: + 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [vrCOMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. Sq. FUCONSTRUCTION: 4000 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ L ✓ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/ modii the Indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value Is $2500 tir more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION: NAME: _ ADDRESS: _ CITY: ['M 1)C)p ID2 C4 STATE: %/ ZIP PHONE (DAYTIME): IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG./CERT #: BUSINESS NAME: _ QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): BONDING COMPANY: _ STATE: ZIP y^yam\ `JI � ST. LUCIE COUNTY CERT #: fL� 6 STATE: �^ �" ZI20t (a PS FAX NO. 777 0 -Sq (of :. �'4 J STATE:_ ZIP 3Z D ADDRESS: 2 CITY: STATE: ZIP.' 3 MORTGAGE LENDER: ` ADDRESS: v.. CITY: STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. ' NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFID I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zoning. NER/CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA STATE OF FLORIDA COUNTY OFCOUNTY OF The foregoing instrument was acknowledged The foregoing instrument was acknowledged before me this _ day of , 20t=? by ,z- before me this _ day of , 20 el by �'� " ,who is ersonally known to me or who�Rfdy 177e/%Y ,who is_personally known to me has pLoduced 'ad+ as identification. or who has produced identification. ignat a of Notary nature Notary Type or Print Name of Notary Type of Print Name of Notary Not PubliC Title No® Co mis R llhlfbP ° i �pp3�p1�J�sOSEP rp�VEZ Notary Public State G' "Y �# Gf Pfry (seal) MrCommWohExpire-R My CommssonExfi,ZsA , ,14l3 Commission # CC (seal) Commimon t CC pv ? €1 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. 601c inU-- S E ONLY SECTION: p ,Z5 TOWNSHIP: RANGE: MAP NO.: v ZONING: I �I" N� LAND USE: LOT CVG %: TAZ NO.: FLOOD ZONE: FIRM MAP #: 1ST FUR ELV: ""'sJ MAX HGT: CST TYPE: OCCP TYPE: MAX. OCCP: # OF FLRS: WATER: SEWER: SPRINKLERS STORMWATE R LOT OF REC (bet 1/90) LOT OF REC (aftr 1/90) LOT SPLIT LOT SPLIT REO'D APPRV'D DECAL - LIBRARY PARKS PERMIT NUMBER IMPACT FEE IMPACT FEE FEE REPORT p PUBLIC BLDG HABITABALE RADON FEE CODE �L a,) IMPACT FEE AREA (RADO ROAD GROSS ROAD CREDIT TOTAL ROAD IMPACT ZONE IMPACT FEE IMPACT FEE DUE Y N SCHOOL DIT TOTAL IMPACT FEE SCHOOL IMPACT FEE POLICE FEE FIRE FEE MISC FEES: TOTAL POLICE/FIRE/ MISC. FEES ADDITIONAL SPECIFY: �p TOTAL ALL PERMITS r�%v�/�19 FEES REO'D lJ REVIEWS ZONING ZONING PLANS VEGETATION SEA MANGRdVE REVIEWED BY EXAMINING TURTLE DATE COMPLETE a...a 3 0 L,l D INITIALS PiARILM D�ARTid�II' CW Job Stint John O. Agwunobi, M.D., M.B.A. Governor Saxnetwy "r-'?A03 Qd )RIZA ION FORINITIAL O USE OL County Name of Pool Address N - F-1 1" ! 'C -t.J - Plans Approval #SP-- Date �0 � � / / This is authorixation to open the above referenced pool while, the initial operating permit is being processed. Immediately following,o,r coinciding with receipt of this initial operating permit, and yearly thereafter, the owner shall receive from the County Health Department notice of payment due for the annual operating pesntit, to allow for continued operation of the pool. Any modifications to this pool or equipment must have prior approval from, the State Deportment of Health [(407) 3,17-71721. /FDa I Olr%'7`7'Ot✓ ffh1+- LMa►i G'iY1%S /Ylll.�7� C!J/'7 p/IY�! Imo' .r,![�., �rr�:r/ y�i�-�i't/� �oL.C. 64� �/• Regional Engineer 2A-�7dl Ar t, 0 /a/ 400 W. Robinson St., Suite S-532.Orlando. FL 32801 TO 39dd S-iOOd -Ivis o T969014U4T 8Z:PT b00Z/90/90 N df!2 ; 3 COUNTY STATE OF FLORIDA DEPARTMENT OF HEALTH DING POOL ENGINEERING INSPECTION. REPORT AZY-lew ;F4 Location Address Phone Number for Pool Business If 0 ate Bathing Load Pomona Date Pool Size Gallon am anco with ant;�ief `6 spier 6.49-9 of to Florida Administrative Coda and must be making those 6000m will be violations of Chapter 64E-9, Florida Administrative Code, and iYld will place 00 00iiaybject to legal action. It In requested that the Department of Health agent listed .:have beer! 'WA' do not apply to ..#wt a relnepodon can be scheduled. Items marked Test Kit )!91 5V. Underwater Lights iL um Menuf Model 4 1A ---'Tesdng Capabilities: Waft Hoa!&C Monuf. FAC ( ) CAC () PH )CH ( )TA ( )CYA Modal 0 By-Fass Vacuum Cleaner Number fittings Diving Board Mesh Code of i ).Gas Chlorinator SANITARY FACILITIES nt rog Monuf. ;. 61 Model Or Capocity Toilets M. F. Lavatories M. F, Urinals M.—F. —8 )MZa 4E4,007T ()Showers M. Ufa Hook WiPole 0 and Touat Paw. Towwand aw Uf6 RiWIRops 0 Sanitary FadNes Clean PM). Four Foong t Do& Impervious $111p Realat. No POOL SIGN Prohibits An" s. Food. Dilnk 6AN and Oack or Irk Pool Giesew (ey'SWO Edges Marked i High Handrails Mounted ProvkIn Bathing Load Shower Belm Entering �In Deck W Bottom stop PoHoum 4! Nd O DIVING as Required 2 Igh Cron Ladder (*I M ountod In Do& 0 PE RATION to 01 WAR Clearance wth ME P nard 117P resistant 24 Hrjoay Equipment operation or Time, Clod O Free Chlorink—mgIL .-NO DIVING'-flurkIngS O PH t size. P --- ool EF"n - Water level High Low Gutter )Sklmmmo -: - Water Appsaranoa F414 W Floor InIP WWI In4p A4) Cow MONT3 AND INSTRUCTION Do gIlme nt of Health Engineed1janitprian T w L Print Name Agwl P., .'• r; Telephone Nun" of Hum r ke vi 140 fii as EO 39Vd S100d -WiSANO 7 196.90LtZLLI 8z:t1T voozlsolso A. M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 (561) 461-7508 OFFICE - (561) 461-8880 FAX Client: Brandon Capital Corp. Project: 3100 North AlA, The Sands, St. Lucie County Date Tested: 11/26/02 Project No.: 7921 Backfill Between House and Pool / Pool Deck Permit No. 22030061 REPORT OF IN -PLACE DENSITY TESTS As requested by the client, a representative of A. M. Engineering and Testing, Inc. performed in - place density tests at the referenced project. The tests were made to evaluate if the soil below the pool deck and between the pool shell and the house has been compacted in accordance with the requirements of the Saint Lucie County Building Department. A minimum of four (4) locations were tested using a nuclear density gauge and/or a hand cone penetrometer. At four (4) of the locations, the upper one foot of soil was tested. At the fifth (5th) location, the closest point between the existing house and the pool, the fill was tested in one -foot intervals to a depth of one (1) foot. The test results indicate that the soil has been compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. Rebecca Grant Ascoli, P.E. Senior Geotechiiical Engineer _. Copies: Client — SLC Building Dept:_ 1 07/26/2002 1Sr �p03 Ol PERMIT N 772-340-4316 BUG MAN PEST MGT' •. PAGE 01 i St Lucie County inspections 2300 VirgiaM Avenue Ft fierce, FL 34992 (172) 462-2172 G� CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT ` 03 00(a / J0V ADDRESS !0:p. / 44 _/JA . AtILLER_-�, PEST CONTROL CONTRAC'tOR� PEST CONTROL LICENSE 0— We, the undersigned, lureby certify that we have pretreated the above -described construction for subterranean termites in accordance witb the standard9 of the Natio�P&t Control Association. Square [eet of area treated: �V�P x Ch tnicals used- F 1 Percentage of wlutlon: 10 Dute of treatment: ❑ Footing D 1st matment Q Re -treat lab St Treatment Q Re -treat ❑ Driveway Q 1st Treatrnent ❑ ReAreat �'(tOls �St Treattuent ❑ Re -treat e Total goVem usdd: Time of Treatment:r,��'P� - FBC104.2.6 Cetft*ate Of Pyotactive TrfWMCnt fvr F" eXtlon Of tennnirts, A weather resishmrjobsire posting bm;d ihall be provided to receive Aplicare T►eatmew Cerrlficater as each required protective trrnonent it completed, providing a copy for the person the permit is 4xied re and another copy for the building permttfftt¢s, The Pearawnt Ce►t#kate shalt prvvkle the produer wred, iderua ), of the applicator, tint and date of the trapment, site location, area trexed , chemical wed, percent roncenrratton and number o(aaltons used, to encNish a verifiable re -card of protective treaanmt. Ifthe soil ch imical barrier +nedrod fvr iermire prevention is used, ftnal exterior trawment shall be completed prior to Jtnal buiWin6 approval. St t.urie County requires tar The final tttspeetlon for CO, s acme■neat Sticker to be pieced on the dectrieat Psad box cover, IWOUS all the tteatownts and data of appiitad os. i t] Other _._ __-- • ❑ 1 st "I'ceatvteut Q Re -treat O Perimeter for Final Inspection (VOTE: rl ere niust be a cornpleted form for each required ftalment or redreutment at�this form matst be an the job site / o be picked,up by life inspector at rune of each inspection •or the scheduled inspection, will fail and a re -inspection fire charged JtsWrarUl7AlirJAd - _.<.. ' FLORIDA /Bush John O. Agwunobi, M.D., M.B.A. Nernor Secretary December 27, 2001 St. Lucie County The Sands at Riverside, A Condominium Tract A-1 Swimming Pool 2900 A1A, N. Hutchinson Island, Ft. Pierce Mr. Randy L. Mosby, P.E. 2455 14th Avenue Vero Beach, FL 32960 Dear Mr. Mosby: Effective December 27, 2001, the plans for the above referenced pool are approved under Serial No. SP-16818, subject to the following provisos: 1. Contrasting step edges shall be tile and dark in color. 2. Step handrail shall be anchored in the bottom step. 3. Engineer shall clarify sizing of the pipes connected to the skimmer. 4. Maximum radius of pool wall to floor connection shall be 2 %2 feet in the deep end of the pool. 5. Provide a static pipeline between the pool and the level control device, and cover the opening into the pool with a grating. The review of the engineering features of this application has been conducted by me or under my responsible supervision, and I certify that those engineering features satisfy the applicable requirements of Chapter 514, Florida Statutes, and Chapter 64E-9, Florida Administrative Code. The application indicates that you have contracted to monitor the pool construction to ensure compliance with the approved documents. Upon completion, your certification along with that of the pool contractor, electrical con- tractor or inspector, and pool owner, will be necessary for application for an operating permit. Four fully executed copies of DH Form 916 are to be submitted to this office along with the required $125.00 fee (made payable to the Dept. of Health) for final inspection. By copy of this letter, the applicant is advised that unauthorized operation and use of the pool without a valid State operating permit is a violation of Chapter, 514, Florida Statutes, and Chapter 64E-9 of the Florida Administrative Code, and may subject the owner to appropriate legal action. Approval is given to this project on the basis of information furnished to the department. There may be county, municipal, or other local regulations or restrictions to be complied with by you and we recommend that appropriate local agencies be consulted before starting construction. Upon receipt of the approved materials, one set shall be forwarded to the owner, and one set shall be forwarded to the contractor for keeping on the construction site. Thank you for your cooperation. Sincerely, I Robert F. Foster, P.E. Regional Engineer RFF:ce cc: St. Lucie County Env. Health Environmental Engineering 400 W. Robinson St., Suite S-532 • Orlando, FL 32801-1752 l !��' Y•v � Via, FLOP�A)?FPAFrlA�ldf OF �SQkti, `r a y For Department Use Only: Amount Fee Received $ Date MI Check No From .\O,STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR APPROVAL OF SWIMMING POOL PLANS - _.. ---_ - - _. -. - -- -------- ds iorrri is to be completed`and submitted with plans and specifications in six copies along with the appropriate fee. New Construction ® Revision [I_ Modification F]` 1. Name of Project The Sands at Riv Address of Pool 2900 A a N . Hut c 2. Name of Owner Brandon Capital Corporation Mailing Address Number - StateFL Zips— 3y9'm, 3. Pool Type: Conventional [NSpa ❑ Wading []_Special Purpose ❑ Water Recreation Attraction❑ ai-/`AL 7 City Indoor ❑ Outdoor ® Transient ❑ Non -transient[] 4. No. of units Served: 3 6 No. of Stories Distance of Farthest Unit from Pool: Elevator: YesCj No[]_ 5. Number of Sanitary Facilities: From .67' 6. Method of Waste Water Disposal: 7. Pool Volume in Gallons: _ 26,900 Bathing Load: 2 0 Water Source: Public Water 8. Dimensions: Width: 2 OLength:4 0 Area-8 (Perimeter-! (bepth: Max. 6 ' Min. 3 ShapEectang 9. Type Construction Material: Shea gunite Finish Gem 10. Equipment Make and Model: (A) Recirculation Pump: Sta-Rite P4EA6GL Color White Flow 103 GPM At 5 0 TDH 2 HP (B) Filter: _1 4-1 9" /Universal FIlter Area __52 .5 Sq. Ft. Flow Capacity 10 5 (C) Disinfection Equipment: Vakpak/CL35 Capacity 8.4 Cl GP.DorEJ PPD (D) pH Adjustment Feeder: None (E) Test Kt: __ Taylor/ 2005 DH 914, 3198 (Obsoletes Sep 90 edition) Capacity (GPD) The,;des1,9n- engineer certifies to the preparation of the -engineering documents and agrees to furnish certified " operating permit applications upon completion of the project and is authorized to represent the applicant in the engineering features including monitoring of construction. Date ` , 5;1L -cll Signat re and : Engineer registered under Florida Statutes !1 i Aese `�lans, specifications and related documents are approved and accepted by the owner/owner's representative. Date Si ature: Owner/Owner's Representative Typed Name and Florida registration number Typed Name andlTitle of Above Randy L. Mosby, P.E. 022326 Mark -Hesse Vice —President ' 3833 Phone Number: U5 61— 5 6 9 — 0 0 3 5 Phone Number: U5 61—--a-6-G4 Address: 2455 14th Avenue Address: 2010 Harbor Town Dr Street Street ,Suite 1 Vero Beach, FL 32960 P _ t- Pi atirr-a, RT. 1494 City State Zip City State Zip These plans for the proposed construction cited in the foregoing application are hereby approved under authorityof Chapters 381 and 514, Florida Statutes, with the following proviso(s): PROVISOS: 1. Contrasting step edges shall be -tile and dark in color. 2. Step handrail shall be anchored in the bottom step. 3: Engineer shall clarify sizing of the pipes connected to the skimmer. 4. Maximum radius of pool wall to floor connection shall be 2 '/ feet in the deep end of the pool. 5. Provide a static pipe line between the pool and the level control device, and cover the opening into the pool with a grating. Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6) months approval extension shall be obtained from the Department prior to commencing construction. This approval is for the functional aspects of this project and is based on the information and data supplied by the applicant or his agent. There may be other local permits, requirements or regulations that must be met prior to the construction of this facility. Only those applications, plans and specifications that have been stamped with the Department's approval number are Included in this approval. Any changes to these applications, plans or specifications may render this approval null and void. . Approval Stamp and STATE OF FLORIDA Dept. of Health AP PR U V ta SP Environmental Engineering STRUCTURAL DESIGN NOT COVERED DEPARTMENT OF HEALTH By: DOH Engineer Print Name DEG 12 2001 i � N -1 3 . 1.14 ... 1.21 Ac to U cNo 198.7 112.39 101.33 i 156.9g I Co ;A O N �m C ) o N O 1.02 Ac _ „A _ 1 .......... 182.92 `---=----------- 41.52 1.1-7 Ac 10 6 Q01 St. Lucie County,,FL l_ N (230-0001-020/8) 4.26 Ac (230-0001-020/) fAA_Y 5\25� .89 251 5125125 `25 � 1 2512 �7\E 1d9�8� � i \ \ 125 TRA 71 ST..-�LUCJE COUNTY BOARD OF COUNTY COMMISSIONERS 2309 VIRG-INIA AVENUE, FT. PIERCE, FL 34982 /101-- PERMIT# Residential Swimming Pools, Spa, and Hot Tub Safety Act AFFIDAVIT OF REQUIREMENT COMPLIANCE 1(We) acknowledge that a new swimming pool, spa, or hot tub will be constructed or installed at WAR 10 , and hereby affirm that one of the following methods will be (Please Print Street Address) used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) used for your pool). The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs); All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms place no lower than 54" above the floor or deck. I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S., and will be consid- ered as committing a misdemeanor of the second degree, punishable by fines up to $500.00 and/or up to 60 days in jail as established in chapter 775,F.S. I understand that the St Lucie County Building Inspections Department assumes no liability for the final inspection of one of the above protective devices, or the lack of maintenance, or the removal of such after the swimming pool has been finalized. I, the contractor, agree to instruct the owner of the proper use tenance of such safety device. CO RACT � 9MRATURr, DATE 5AS TARY P LIC, STATE. OF F ... TO PROD ED k ry P�,r- _ c4 . _. n[),1C a TYPE ' CommissiO n . � ommission # CC 8�{,�q i IMS FORM MUST BE SUB Revised date 11/15/01 OWNER'S SIGNATURE 3/) AT ,ASS TO OWNS JOS�'1-I GOMQ PERSONALL N n P tate of Florida PRODUCED I orrtrY115 U bites Aug 25, 2,003 TYPE -G241 WITH ALL POOL/SPA/IIOT TUB PERMIT APPLICATIONS. t-en ei''l U2 01:03p Brandon Capital Corp (561) 460-3823 p.2 r02127i4002 WED 09:22 FAX 321 768 1371 MOSLEI WALLIS This Instrument Pmparad by and Return to: JOANNE HOLMAN', CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY File Number: 2012729 OR BOOK 1496 PAGE 655 Recorded:02/27/02 12:18 Space Above This Line For Processing Deis NOTICE OF MX— MENCEMF.N f The undersigned hereby gives notice that improvements will be made to certain teal property, and in accordance with Chaplet 713.13, Florida Statutes, the following informatiga is provided in this Notice of Cormnencemetu. Ibis Notice shall be void and of no force and effect if ccm=ucdan is not commenced within ninety (90) days after recordation. 1. Description of PM-*-n: i t r : C-x H A -7 -k c-s 2. GenccalDesidoonoflroprovements: YoOL 3. Owner Information l (Y�� -4 9(2Ad ao &) cAoi-T�- GvBi�• Sato HAP-oo(ZT'ot.eltj Pro— tf� tr F-T ��t FL R. Interest in property: Fee Simple d. Contractor. r S. Sure : NA A copy of the payment bond (if any) is attacked hereto as Exhibit NA. 6, Cott;gltectiomLeaac. � J� 1J •-� 7. The owner has designated tLe following person, in addition to himself, to receive a copy of trio lienor's notice as provided in Section 713.13(I)(b) of the Florida Statutes: S. Expiration date of Notice of Commencement (Mic cxpifatioa date is oue (1) year from the date of recording unless a different date is specified). The rrcording of this Notice of Commeneememt does not constitute a line; cloud or encumbrance o described real property, bin gives constructive notice chat claims of lien may be filed udder Calmptrs 713 o da Statutes. Sip/P11, aled add delivered of: „ 1 Printed Name• ► (�� Printed �..Aw!& 5` �•is.�S2 - --- STATE OF FLORIDA COUNTY OF & �U Sworn to and suksenbed befote me this �da of 2002 by _ wh o me of v&o asAzve produced their Florida Driver's Licedsc as identification. My Comtrissioa expires: �^ / (� OA N Public ir, t Fp-e * 2p 02 01 : 03p Brandon Cap i t'a l Corp 460-3823 p•3 DESCRIPTION ING To A PORTION OF TRACT "A-1" OF "CORAL COVE BEACH SECTION ANDN308- OF THDE PUBLIC HE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE LYING WEST N STATE RECORDS OF ST. LUCIE COUNTY, FLORIDA- AND THAT 4PORTIO0 £AST, OF GOVERNMENT LOTS 2 AND 3, IN SECTION 25, TOWNSHIP 34 SOUTH, RANGE AND THAT ROAD q-1=A AND NORTH OF SAID "CORAL COVE BCTION 26ACH CTTOW SHIP, 3 , SOUTH. PORTION OF GOVERNMENT LOTS 3. 4 AND 5, IN RLY DESCRIBED RANGE 40 EAST; LYING NORTH OF SAID "CORAL COVE BEING SECTION ON£G MORE PARTICULAAND EAST , OF THE MEAN HIGH, WATER LINE OF WILDCAT COVE, B SHIP 34 SOUTH,. AS FOLLOWS: COMMENCING AT THE LUCIE COUNTY, FLORIDA; T CORNER OF SECTION S500'04'19" F ON AN ASS TMTO RANGE 40 EAST, ST. LUCIE T' ENCE N 89.51'29"• E BEARING ALONG THE WEST LINE OF OT 12 INSAIDSECTION 25;NCN 0 1 60 FEET TO THE NORTH LINE OF GOVERNMENT ALONG THE NORTH LINE OF SAID GOVERNMENTROo D A Al DISTANCE THENCE S 16'28'27" E HE THE WESTERLY RIGHT OF WAY LINE OF STATE LY AND HAVING A RADIUS OF DISTANCE OF 303.75 FEET; THENCE S 15'S7'S9" E R DISTANCE OF 588.02 FEET TO POINT OF CURVATURE OF A CURVE CONCAVE WES 3 COURSES FORM LATHE • THENCE SOUTHERLY ALONG SAID CURVE TA{�pUGH A CENTRAL ANGLE OF 2814.93 FEET, THENCE S 73-57-33" W A 02'09'31" FOR AN ARC DISTANCE NECOF 106.05 FEET. A-1� A; CURVE CONCAVE WESTERLY RIGHT OF WAY L DISTANCE OF 25i.02 FEET TO THE POINTOOF1�o OOAI=�EET; �HENCESOUTHWESTERAN ARC SOUTHEASTERLY AND HAVING A RAD GENCY; THENCE S 02.51 13 W A RLY ALONG SAID CURVE THROUGH A CENN RAL ANGLE OF; 71 06 20� FOR SOUTHERLY DISTANCE OF 173.74 FEET TO THE POINT OFT CURVATURE. OF. A CURVE A DISTANCE OF 146.47 FEET TO THE POINT OF BEGINNING OOF THAT CERTAIN PARCEL HEREINAFTER DESCRIBED, SAID POINT BEING THE POINT OF A CENTRAL ANGLE E THENCE SOUTHERLY, CONCAVE NORTHWESTERLY AND, HAVISA SAID IUVEUS THROUGHFEET, CY THENCE SOUTHWESTERLY OF AND WESTERLY ALONG, • 3'47" FOR AN ARC DISTANCE OF 271.46rOFEET TPo N7 OF ICURVA CURVATURE OF A CURVE 74 0 S 76'55'00" W A DISTANCE OF 20,06 FEE G SAID CURVE THROUGH A EASTERLY AND HAVING A RADIUS OF 32.00ALONG THENCE WESTERLY, CONCAVE E SOUTHERLY AND SOUTHEASTERLY SOUTHWESTERLY, NT CENTRAL ANGLE OF 14.0'27'00" FOR AN ARC DISTANCE 89 99 •FEET To E POIN OIOF. OF TANGENCY; THENCE S 63'32 00" F A DISTANCE OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY ANDSAID CUR HAVING A RADIUS THROUGH A 9.00 FEET; THENCE SOUTHEASTERLY . AND SOUTHERLY ALONG THENCE S 87'08 47 E CENTRAL ANGL E OF 54*59*00" FOR AN ARC DISTANCE 08 75.8,1 FEET, FE T TO A PO IN� OF TANGENCY; THENCE 5 08'33'00" E A DISTANCE OF 29• EAST LINE A • DISTANCE OF F 41.52 FEET ,LINE OF, TRAAI °"EA �,� OF SAID CORAL COVE A DISTANCE 0 CE N 02 51 TO THE EAST 13 E .ALONG. S BEACH SECTAll ONIELIRFON OF 6EGINNING. 389.53 FE9T.®C1tVy C'� :. i0lVV%-I,... . •-- --- THE iY ,r,>. >.i.j s� T COPY OfC Tc� t:?! CUAHEC JoP'ef `101-t� AN, CLERKBy �E St. Lucie Count, ' ti�Gy Building & Zoning O BUILDING PERMIT ORl SUB -CONTRACTOR SUMMARY Clp, irk F-60 will be using the following sub -contractors for the (Company/Individual Name) project located at ,c c) P, l fA '11 1 75 ; >%z d 00� 600 (Street address or Property Tax ID #) ° It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department. of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical f E,o EC_ —L ra I C- 1 �� Plumbing C �Z�J IS-C rf 4- G, S (0 3 HVAC/ Mechanical Roofing { Gas OFFIC'F, TTSR ONLY: PERMIT ISSUE DATE: NUMBER: -P 9� ST. LUCIE COUNTY PUBLIC WORKS. w BUILDING & ZONING DEPARTMENT ORI�P' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT i St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Ir �z D r's -'A 9 have agreed to be the vidual Name)" 16, 660_-r(z I Cr sub -contractor for CRy S-'deb- C bo 8-S (Type of Trade) (Primary Contractor) for the project located at ?q00 I& A to - 0 00% (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned.project, I will immediately advise the Buildin'g and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATI.TRES ARE REQUIRED � ' oZ CQ,�� - I t)M ?g-c�8 3 SIG T PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: 5 (o ( —StoZ — 915 ® email: OFFICE USE ONLY: PERMIT # ISSUE DATE r ;� , ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: "—I to T5 State of Florida Certification Number (if applicable): C) C9 4 ST n �_ ?en1n&_5 have agreed to be the (Company Name/Individual Name) 'PL U M N G sub -contractor for CR-(,�V.4L VOL4­s v (Type of Trade) (Primary Contractor) for the project located at 2 1Od �a (IA /O_ yAZ5 660 N 000 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATt)RES ARE REOUIRED SIG PRINT NAME DATE Business Name: c(S"Gl�� �l�U' k--S Address: �-A %O tA t06 o r s. i City/State/Zip: Phone: VC- P,_0 �3. F_-b&,C4 �71 _-5 R nFFTf'F. TT.CF. ONT.V! email: PERMIT # ISSUE DATE -J. ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 • OR`O�• 561-462.1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: FQ©C) Wok &0 Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS '� _DAY OF 2! IzC H 210O BY e 40__ WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED Al 1"0'ez1 SAS IDENTIFICATION. =�/ a 3 SIB ATURE F NOTARY TYPE OR PRINT NAME OF NOTARY I (SEAL) NOTARY PUBLIC TITLE JOSEPICOMO SION NUMBE Notary Public - State of Florida, My Commission Expires Aug 25, 2033 Commission # CC 8662.41 . St. Lucie County Property Record Card Page 1 of 2 St. Lucie County Properly Appraiser Geographic Information Services Real Property Record for Parcel Number: 142532200010004 Record Number: 1 of 1 Location: TBD CTY ### Section: 25 Township: 34SRange: 40E Show Location Map Owner, Legal Description, Deed & Total A Name: BRANDON CAPITAL Legal: 25 34 40 (PARCEL AA) FROM NW COR CORP OF SEC 25 RUN S 00 DEG 04 MIN 1 Address: 2010 Harbortown Dr 9 SEC W ALG WLY SEC LI 1321.0 FT Ste I TO N LI GOVT LOT 2, TH N 89 DEG Fort Pierce, FL 34946 51 MIN 29 SEC E 251.60 FT TO WL Y R/W A-1-A, TH S 16 DEG 28 MIN Book: 1314 Page: 0128 Sale Date: 2000-07-14 00:00:00 Sale; Amt 90000 Sale/FT: 0.00/SgFt. Insp. Date: By: IDate Valued: Permits: Exempt.: 0 Land:29600 Improve.:0 C1ass:0 Tota1:296U0 Taxable:29600 Neighborhood & Use Subdiv Name: Neighborhood: Map -ID: DOR Use: 9900 General Building Data Imp. T Class: No. Year Built: p' Type: Stories: Eff• Baths: Bedrms: Pooi: Fplc: Air: Living Area: SgFt. Wall: i Building Perimeter Sketch and Photograph 0 0 i 11 Improvements 11 Improvements / Extra Features II Land Valuation i No Tva IFront or Unit Depth MktVal AgrVal 29620.0 0 9900-UNCLSFD ACRE-SQFT 29621.0 _ .....---.....-- -. ................. --._._.._......--._........._........_......................... _..._............... -- ---- -_ --- ..—.-- --.....__._....-- THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME. BUT IT IS SUBJECT TO CHANGE http://www.paslc.org/webmap/scripts/prc.pl? 11397512,142532200016004 3/11/2002 . q `OFFICE USE ONLY: I PERMIT NUMBER: DATE FILED: REVISION FEE: s; > c9 f� RECEIPT NO.: 0 11 S, 3 64-0 1 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIO`TS PROJECT INFORMATION ORMATION 1. LOCATION'SITE S ADDRESS: S 2 DETAILED DESCRIP IONS OF PROJECT REVISIONS: 3. CONTRACTOR INFORAIATION:. ST. LUCIE COL'NTl' CERT.= — ST. OF FL REG./CERTV-' BC:SINESSNA.%IE: Qualifiers Name: ADDRESS: ZIP: CITY:_ STATE:_ —�— PHONE (DAYTI`IE): FAX 4. ARCHIT/ENGINEER: hA.'v1E: ADDRESS: ZIP: STATE: CITY: FAX" (DAYTI`IE): MOSBY AND ASSOCIATES, INC. 6wma&y &Wz-� 245514th Avenue Post Office Box 6368 Vero Beach, Florida 32961-6368 Telephone:561-569-0035 • Facsimile:561-778-3617 May 15, 2002 Mr. Dennis McGrim St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Subject; Tract A-1 at The Sands 22030061 St. Lucie County, Florida Engineer's Project Number: 01-657 Lear Mr. McGrim, This letter shall serve as our approval that the "Steel Tex" joint can be used for the specified 3/4" expansion joint around the perimeter of the swimming pool. the above subject, please call. RLM/jw cc: Crystal Pools allsod FL ID DOF For Department Use Only: Amount Fee Received $_ Date Check No: From SP# ' '-L -IC E IV } J MF# Y. ,VSTATE OF FLORIDA ,% ,'bEOXRTMENT OF HEALTH f APPLICATION�FOR APPROVAL OF SWIMMING POOL PLANS This form -is to be completed and sutimitfed with plans and specifications in six#copies along with the appropriate fee. New Construction ® Revision [}' Modification ❑` 1. Name of Project The Sands at Riverside. A Con m 'ium 1 Address of Pool 2900 A a N. Hutchinson Islanft Ft Pierce County _ 2. Name of Owner Brandon Capital Corporation Phone Number 61-��-G4 Mailing Address City V FL Zp 11ft 3. Pool Type: Conventional 0---Spa ❑ Wading ❑ Special Purpose ❑ ' Water Recreation AttractionO Indoor ❑ Outdoor ® Transient ❑ Non-transientQ 4. No. of Units Served: 3 6 No. of Stories Distance of Farthest unit from Pool: ; Elevator: Yesp__ NoM 5. Number of Sanitary Facilities: 'From .67' 6. Method of Waste Water Disposal: 7. Pool Volume in Gallons: 26,900 Bathing Load: 2 0 Water Source: Public' Water 8. Dimensions: Width: 2 OLength:4 0 Area$ 0 Q'erimeter:1 2 fbepth: Max. 6 Min. 3 Shape ectang 9. Type Construction Material: Shell gunite Finish Gem Color White 10. Equipment Make and Model: (A) Recirculation Pump: S to -Rite P 4 EA 6 GL Flown 10 3 GpM At 5 0 TDH 2 HP (B) Filter: 1 4-1 9" /Universal FIlter Area 52.5 Sq. Ft., Flow Capacity 1 05 (C) Disinfection Equipment:_ Vakpak / CL 3 5 Capacity 8.4 ❑ GPD or PPD (D) pH Adjustment Feeder. --None (E) Test Kit: Taylor/ 2005 DH 914, 3/98 (Obsoletes Sep 90 edition) Capacity (GPD) The design engineer certifies to the preparation of the engineering documents and agrees to furnish certified operating permit applications upon completion of the project and is authorized to represent the applicant in the engineering features including m dnitoring of construction. Date /1 13C) red under Florida Typed Name and Florida registration number Randy L. Mosby, P.E. #22326 Phone Number: (_ )5 61— 5 6 9— 0 0 3 5 These plans, specifications and related documents are approved and accepted by the owner/owner's representative. i Date gnature: OwnedOwner'S Representative I Typed Name and Title of Above Mark Hesse Vice —President a-3b'33 Phone Number: 5 61 -6-1 Address: 2455 14th Avenue Address: 2010 Harbor Street . . Street � Suite I Vero Beach, EL 32960 _fi City State Zip City State Zip These plans for the proposed construction cited in the foregoing application are hereby approved under authority of Chapters 381 and 514, Florida Statutes, with the following proviso(s): - I . PROVISOS: I 1. Contrasting step edges shall be tile and dark in color. 2. Step handrail shall be anchored in the bottom step. 3. Engineer shall clarify sizing of the pipes connected to the skimmer. 4. Maximum radius of pool wall to floor connection shall be 2 % feet in the deep end of the pool. 5. Provide a static pipe line between the pool and -the level control device, and cover the opening into the pool with a grating. Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6) months approval extension shall be obtained from the Department prior to commencing construction. i This approval is for the functional aspects of this project and is based on the information and data supplied by the applicant or his agent. There may be other local permits, requirements or regulations that must be met p ior to the construction of this facility. Only those applications, plans and specifications that have been stamped with the Depa ment's approval number are Included in this approval. Any changes to these applications, plans or specifications may render this approval null and void. Approval Stamp and STATE OF FLORIDA Dept. of Health APPROW SP 1 6 8 1 8 DEC 2 6 2001 Environmental Engineering STRUCTURAL DESIGN NOT COVERED DEPARTMENT OF HEALTH i By: DON Engineer Print Name 0 '`r DESCRIPTION A PORTION OF TRACT "A-1" OF "CORAL COVE BEACH SECTION ONE" ACCOR)ING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGES 30A. AND 30B OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; AND THAT PORTION OF GOVERNMENT LOTS 2 AND 3, IN SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING WEST OF STATE ROAD A-1-A AND NORTH OF SAID "CORAL COVE BEACH SECTION ONE", AND THAT PORTION OF GOVERNMENT LOTS 3, 4 AND 5, IN SECTION 26, TOWNSHIP 34 50UTH, RANGE 40 EAST, LYING NORTH OF SAID "CORAL COVE BEACH SECTION ONE", AND EAST OF THE MEAN HIGH WATER LINE OF WILDCAT COVE, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE S 00'04'19" W ON AN ASSUMED BEARING ALONG THE WEST LINE OF SAID SECTION 25 A DISTANCE OF 1321.00 FEET TO THE: NORTH LINE OF GOVERNMENT LOT 2 IN SAID SECTION 25; THENCE N 89'51'29" E ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 2 A DISTANCE OF 251.60 FEET TO THE. WESTERLY RIGHT OF WAY LINE OF STATE ROAD A-1-A; THENCE S 16'28'27" E A DISTANCE OF 303.75 FEET; THENCE S 15'57'59" E A DISTANCE OF 588.02 FEET TO THE. POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 2814.93 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02'09'31" FOR AN ARC DISTANCE OF 106.05 FEET; THE LAST 3 COURSES FORM THE WESTERLY RIGHT OF WAY LINE OF STATE ROAD A-1-A; THENCE S 73'57'33" W A DISTANCE OF 251.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 140.00 FEET; THENCE SOUTHWESTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 71'06'20" FOR AN ARC DISTANCE OF 173.74 FEET TO THE POINT OF TANGENCY; THENCE S 02'51'13" W A A DISTANCE OF 146.47 FEET TO THE POINT OF BEGINNING OF THAT CERTAIN PARCEL HEREINAFTER DESCRIBED, SAID POINT BEING THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY ,AND HAVING A RADIUS OF 210.00 FEET; THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74'03'47" FOR AN ARC DISTANCE OF 271.46 FEET TO THE POINT OF TANGENCY; THENCE S 76'55'00" W A DISTANCE OF 20.06 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 32.00 FEET; THENCE WESTERLY, SOUTHWESTERLY, SOUTHERLY AND SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 140'27'00" FOR AN ARC DISTANCE OF 78.44 FEET TO THE POINT OF TANGENCY; THENCE S 63'32'00" E A DISTANCE OF 89.99 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 79.00 FEET; THENCE SOUTHEASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 54`59'00" FOR AN ARC DISTANCE OF 75.81 FEET TO A POINT OF TANGENCY; THENCE S 08'33'00" E A DISTANCE OF 29.78 FEET; THENCE S 87'08'47" E A DISTANCE OF 41.52 FEET TO THE EAST LINE OF TRACT "A-1" OF SAID "CORAL COVE BEACH SECTION ONE"; THENCE N 02'51'13" E ALONG SAID EAST LINE A DISTANCE OF 389.53 FEET TO THE POINT OF BEGINNING. h ♦3 rik,, 71 o 9,. 50 �pEE 55 oON EAR f� �j „ 0.69 ACRES MORE OR LESS NN �'1 y,PN f) �f/EyE{LV^" SEA a:^ 605 L ^PANT OF A 200 `+r STORY CONCRETE BLOCK N11PRz 61yS E�e1 Ay O-' u TANGENCY ullUTY "' TA @ STUCCO BUILDING a ANCl101A 1. RIM 'c1.Ep511N t GLRVAIURE d EL. FLOOR ELEVATION = 7.25 (TMCAL) M Sj ccYY / a 1' *"WATER 93.0 -- -_ VES J � P O a593 EY'S9 37 0.6-50 n d d ° < x , n f,=:;. E`--•? ZZ d J F PONT OF 6� A U ~ TALM;TLCY jj d ] v � .08 NOR f< 6qS c 10.5, CATCH BASIN N 83.0- IORTH INVERT NEL.=1.00 n, SSp ny��Ra Bfj�\ ?e �ny�200"+, WEST INVERT EL=/.47 � iN 12'RTp6' MqN " fqs �E',pT f( Hp� 23 F POINT dF CURVATURE alx x .AS 1r \ Q•a ;"s qk r yTRACT "A 1" CORAL COVE BEACH SECTION ONE \ 3� :. (PLAT BOOK 11, PAGES 30A AND 30B) ' a ' 1 T �� O C N LA 8 41 POINT OF COMMENCEMENT NORTHWEST CORNER OE SECTION 25, TOWNSHIP 34 SOU RANGE 40 EAST, 8 m F N 89'51'29' E , 251.60' NORTH LINE OF GOVERNMENT LOT 2.,. SECTION 25, TOWNSINP 34 SOUTN, N RANGE 40 EAST' m J Ni v sx ,. J Ao P T so CURVATURE >; ARC LENM CENTRAL ANGL1 RADIUS 2814 S1113uTW 9 PONT OF pNtVATINAE ��'* ARC LENGTH = 173.74'... . CENTRAL ANGLE=71'06'20' RADIUS 140.00' a PONT OF TANGENCY it: o' Q. Y N N LU H it Y J EL�ST Lr POINT OF BEGINNING POINT OF 6 WATER MAN I . 4 , a� I SURVEY DATE: JULY 2, 2001 JOB NO: 01-639 SCALE: 1" = 30" FIELD BOOK: 75 PAGE: 15 ILLIAM 1, SUTTER LAND SUR E'Y`Ii"IlliGiNc. 1849 CANOVA STREET SE, (321) 72"553 PALM BAY, FLORIDA 32909 FAX (321) 72"773 NOT VALID WITHOUT THE SIGNATURE AND TH{ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER i f PROFS MAPPER V ER IN RESPONSIBLE CHARGE WI SUITER FL"GR;DA CERTIFICATE NO. 4210 JEFTlf S. HATTFNDORF FLORIDA CERlIFSCATE NO. 6193 CERTwicc Tr- OF_ AVjtMT3ATION #LB 5419 VATE OE �ir`>I'IAAr'nE- :HT Q 2000 VALUAM J. SUI*FR LAND' STOVEY1NG INC. ALL RIGHTS RESERVED � ZZD3oo� -,.",s,. ,...- ,s :.: ... ,:::, d. ..: .. r ,::., :. :' 'r ,, ,. ili) j .I..111 .IY' r. n. _0 '. L,. " y� ...a. 1. ._. : .,.. n ..:: ... e -:,... i , a .:." .. ` •'(., .'P ,,. , , , iI , I I- ,'- .11 NOT CONSTRUCTION _:;: ( POINT OF COMMENCEMENT ��Tl�1�9 _. , a SITE DATA ]NORTHWEST CORNER OF SECTION 25, TOWNSHIP'34 SOUTH. RANGE 40EAST. - ,,,>'. 1,0 APPLICANT: BRANDON CAPITAL CORPORATION OWNER: CODEVCO REAL ESTATE CO, INC. v ,�,.,:-" CONTACT: Mr. MARK HESSEE 450 W. DEVON STREET, SUITE 250 � ", I�q" , u 2010 MARBORTOWN DRIVE, SUITE tTASCA, IC 60143 a �„ 1,' _; FORT PIERCE, FLORIDA 34946 -. .: i; .8 TELEPHONE 561-460-3833 : at "} AR 8 I 2,0 GENERAL STATEMENT: The overall master site plan was previously approved on 70,72 acre project y, 8. '� known as The Sands Lakeside on North Hutchison Island. Previous master site plan' involved a 498 unit ' multi-fomily multiple type building residential community. This submittal is for the detailed site pion'` U_ construction . plan of the Parcel Tract A -A, previously approved as open recreation area. 41V i, IN E This site pion is to construct the recreation facilities, including one tennis court, pool, one 202 SF 261.60' C7 Building for bathrooms, shower and storage. Nq1 I NME LOT S y I+`) Y SECTION 2 . TOWNSRP 34 SOUTH. w ..,., This facility will serve Tract A-1 Lakeshore 18 units and Parcel 2 Riverwolk 18 townhomes. - < ' ' "4. —yil Also included ore two standard dimension parking spaces plus one r designated handicap space, s + WAr e A< 3.0 SITE ZONING DESIGNATION: Site is situated within the north portion) of the St Lucie County Hutchison r ',. Li Island Residential District (HIRD) with a Future Land Use designotio' of , Residential Medium (RM)r SiTE PLAN I J MINOR REVISION S 4 d Site requirements per RM-11 Specifications within St Lucie Code. (j ; ;.I< * m < APPROVED 4.0 DENSITY BREAKDOWN: p I* I No change of density for this site, it is only a recreational facility, DATE: DI/ISM©? "¢_ ,,I - . "' 5.0 THIS PARCEL AREA: Parcel - Tract A-1: 0.69+ core, 30,230 SF total surface. ,A M SPTRC REP. ' PaNTor Proposed impervious: 12,690 sf = 41.98% "° I aRAU°` 7.0 UTILITIES STATEMENT: Water and Sewer services are available to the site and existing service lines ore w, s ARC LENGTH . ,os•os' already constructed to the parcel per ove fall approved plans- r" CENTRAL ANCLE�02'0a`31' RADN5. 2614.a3' 8.0 DRAINAGE STATEMENT: All site Stormwoter will be directed to overall lake per previously approved i ':" i, 73srs3� w s'e"I.121W plans by SFWMD Permit # 56-00389-S k s ,.ox LgFa Existin retention nd is completed and will serve this ro`ect , }" g po p p 1 per approved master plan. g'+ Current permit allows Parcel two and AA for a total of 114,640 sf impervious. ; -' PPOINT OF Impervious areas: Approved existing Riverwalk parcel 2: 90,045 sf -}��PThis Parcel AA Pavement: 2,404 sf, A' k" _ ARC LENGTH- 173A4' ('`�,[ r CENTRAL ANGLE�7P08'zo^ This Parcel AA Building, pool, court: 10,4pp sf Proposed total: 102,849 sf. 3.. y.i"��'•✓k`4 .. - - RADIUS - 140.00' - rt I ,a R� \` PONTOffY 9,0 Site lies within Flood Zone "AE" El. 6.00 ft Panel 120285, Community 0181G Dated 11/4/92 I. I J \NG it p Minimum site development - living area finish floor elevation at any building: 7.50 ft NGVD, ,,. ' n*, Z 10.0 Lighting to be provided on proposed Buildings , Non -glare type. �. z 11.0 Surveying. information depicted in site plan is per original survey and update 07/14/01 by William J. Suiter ,''' N iE Land Surveying, Inc. New boundary and topographic survey. , .. 0 1 a 1712 Conova St. SE. Palm Bay, FI 32909. Tel. 321-728-0553. o -11 , 0==-, __I! -_._-__.,:_L_'JrI 0_1I 1A. ­� � , 1Z!1�I, Z;�P&C:!I441nI:I -§4L1II : _I�1._,� I��I1 II� , I "q..I L �1..I : :�I� I.:�,.� , :... .III *r 1 ? 12.0 Trash collection provided by community Curb -side pick-up to existing site dumpsters. o•. . , i \ Traffic Control Devices Latest Edition by FDOT and St Lucie County Standards, a v EXISTING i3UIL01NG I k,"--6.7I t I ' - POINT OF BEGINNING 1' ry 2 w�" x I- carte . y I V W POINT aF .se7 Qr L4, = - 0 - i r:. I aURVANRE -L.'-5 07 i I � �i 4trw -C1 ,ii .545 �� W�ajiija)7rt1 a: ': N t . - :.. ,.t< _ -� U h; , Y i - - { I°' -, B FARCE TW �t1 _� Y _ �„ .. • 1I , \ i .4 - - tiupase 7J r ;` r"C <r 1' �'�y L,s .`4 $1 , .k 8 la-5.57 , AA J �a + Y AS'ISi sW ill'. , t t > 'i " j 7 , t ._: I �/ ,r ....... - - - -. '� W :..i' , . �.g` • ,,r:,<. r * ,. : • ,. d ''x!;: k, 3:,u',+°. •-: .. -" �/ .4+ 8' PYC WATER MN .. i71 1 ....,, ° d , » .";.+;n t a, ..;.:,. < ,.m,. _, :-,>F'::. / ph �4:. /'. �..z - - a. .'.I. d r /1 w.., ,. - s , }.. /, / 2s.0o 5.0 1 2o.a 10.o e.o 1 . �:,;; r ;x . ;r s; , r M: r* .p �....�v., 14.8D 22.84 24.D4 _ _ 4 0.0 60.00 5 00 ` ECK• TENNIS O t;? .: tr, 4.1 �? / 1 r DECK POOL D C UR7.> 1:�V, ,. :.. ` ,r+ a / w s z • GRASS HANDICAP DRIVEWAY �, Stf}PE ' x + ; ' r ,. # �+„Ir z , . �,a ,� I / [wsnuc q ,,,r to 6 $ �i (jj - $ $ 0 r"d, PRaRt5SE m , p .., ?i ," '"i -' i } :-d` / ¢q 4 LCNT PaLE -ea z s u of PARKING to w to K v ; a„ .', a�' P ,:' .... 'S: rr'''f�` /,� 8 (rrPlcK) 0„ 1 ; ¢ > • q qq.. Q y > > + :_L.. ,, } - ., a t / t Ey ' % I z t i a. t'i. _ ____.. 1_ ' - _�.�:: c._. ,_ ..:�.__.•__...�_.. _..._ __._ _,.. ..._. n ._ ___.__..._..____... _ 8r00 J L41' Y,, ` i SANITARY SEWER MANHOLE a) a p•• r 8.00 ......_ .__..L._.. —, `W U „trlA r� 5 .. . . 6.37 / I. 4S. t . yy,, w -�--,-.--,- __G _ _ __ 4:1 SLOPE Z 1.y. , • „,, 0 RM EL. .�V_ tP� 4 3 U : -_--. .__._�::...._._._. _ ..__.-_.. __._. '-___ ._.,..,.m__-_....-..._.. _..__;.._..____:,..._:�_,:..,--:.:._--,_._....___. .,_.,.._._._--____ 7.50 C.1r ` . i INV. EL.. 1.67 / ty ..�/ ¢ $ : 7.50 - - "•�" __. PRaP05EO 13j '... ' ",.; * 7 - / i "< fX{Sy,• `? y{ x } Y t4f F M GRADE - .. __.... P: 1}i, Lr t r t t1L - .r T,t ... X : fe' N / B i ua ti _ - _ 6.50 tx4t tam . e ei ",, ,pti a / �d°y a"a I 6.50 .� ...-,_--�-8---'- -__-- p `y • f //' • tY , (NG x `t ._.- •_-.-,____.._-„_-_..,.+..,,...._..__.:.._..,...----T1. ,_.�. -.. 6.00j.. 4 ,; ! . i % G 1PQ r' /�r EXISTING 8U1LD „ : \� t r oho . W cr\ ..r y ALL BE SODDED.' ill - �!•,;. 6•00 _. _.. .r __ ___ _.__._ _ �_. .: -__ ___.. - -_-_ ._._.._:_ _NOTESTALL SLOPES 3 1 OR SH' r V) *: ' // w [ tp *}��. 0 L r : :.. . „"-I•\S"(� tS /� I �"" 'uPiW"•.�s-rw+�_ '-�K.-�,'+m r!t,.!m! __ _..y .,:_!wu rw._ _smmi..ry�-++ ;+.._.: _,�.. __ "---.__.�__-..-._•- s.V4 .Qp ��yr i ,i., L. t� / "+r }'i EXISTING ELEVATION "-' '� �'I ' 1 n.;,' 1 Q�` �' aB�, ��,�+', 6 r EXISTINO ELEVATION-- '�""' r..•_: •.m,.,.. 5.0 • •,: s- ... w, .trsm + Lip. ?� Fk 5.00 _.._ - - =! •' ! 'tip --•I ,� .� ,AY r. ,.r :r_:' s l - �" µ,p s °. , ,1' '` E°•' INSTALL CIO URT FENCE 0 i _ E �. : �`" .p. I y — ... _ SWN � 'NXI' W '_, Fg ra F1' HY > i r .IT- GM CHAIN UNK :, ,fF +• .. `1: �".,. _,. ..., "" F qt(!F C•$ .V1F •i �r ,4N l2. Tin.m:.•.:,w.vrw.u.•.e:.•w:..r�l,a,o....r„•+,,..s,.v....w,:^.»"w•.-_..--.-._...-........-..._,._.-�_.-._._._.. .-.._: , r•____...- .._.-..,,....- ..._._...�.....-..... .�:_..____..........-..__.._...._.__-___.._..,-__.__.-_,...,..-.....-._...___._.,r_.«-._.._..-_-._._______.-.._:____.._.,..,--..._.,_.._..._.-.-...__.. *N. ,�.,. E .6.BB '¢*°F4..4�4'r,a �, SECT 10 N A - A Q p , 1//a+ r, S 76 OO W - f,a"6 d E� Wg ' ' ..- -' :'" - EXYS'hM{G 04E •O*+ T!r�' - c •"•••'•-' -SANITARY 5EM1ER MA}!Hi '4, aU TIRE tv •' oH+- 0 ^.... ,', — �� VERMEAD MRES T C, IPTION 0 ..1 . rr YPICAL NRM EII,'. IN` 1 V-.2'43 +• s .. EL.-C6 THEAST wvERT EL" 4 r ,� 4 r ---• ° PLA EREO S RECORDED IN PLAT BOOK 1 PACES 30A AND 346 4F THE PUBL E DES „Q o , a «a. ,„ Ly A PORTION OF TRACT "A 1" OF "CORAL COVE BEACH SECTION ONE" ACCORDING TO TH _ _ __ - ••I a .e.a4 y A`vEa : 119 r I o v_+ T TH F A 1, � IC . . .,,..r*-- ew+T,,,,,,,.s .Ew Una.-.�--�. w"\"""- A 3 a .J"ti,+ cy v i _ n", - 4 .As \ 5 . 5. w "" a 1- 41 H- r A h 14L-i a y�� I'�j "'�'Y I C l , �6 4i' A PARIWW SPC'8. C� ,.a �+ P e �" a 6 � 1 /& a D ,(u�2T 18.00 6Oa1 , Q, o .. 6 t+• RECORDS OF ST♦ LUCIE COUNTY, FLORIDA; AND THAT PORTION OF GOVERNMENT LOTS 2 }.+ 1. AND 3, IN SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING WEST OF STATE C.? L ROAD A-1-A AND NORTH OF SAID "CORAL COVE BEACH SECTION ONE", AND THAT °*' PORTION OF GOVERNMENT LOTS 3, 4 AND 5, IN SECTION 26, TOWNSHIP 34 SOUTH, � t ' RANGE 40 EAST, 'LYING NORTH OF SAID "CORAL COVE ,BEACH SECTION ONE", AND EAST 'Ji` ,;; X is \ OF THE MEAN HIGH' WATER LINE OF WILDCAT COVE, BEING MORE PARTICULARLY DESCRIED ' ; 1` ORlVE 1 ~ a 01A 13. 0' 4 'y 1 54s t \ 5 a U Q:SY 20.0a g NOTES: AS FOLLOWS: { , cv z 1.) BEARINGS BASED ON THE ASSUMPTION THAT THE WEST LINE OF SECTION 25, COMMENCING AT THE NORTHWEST CORNER OF SECTION 25, TOWNSHIP 34 SOUTH, ExISTwO \ ►•�.� fir+ Q TOWNSHIP 34 SOUTH, RANGE 40 EAST, BEARS S OD O4'18" W.i`i t'y� .% RANGE 40 EAST, ST• LUCIE COUNTY, FLORIDA; THENCE S 00'04'19' W ON AN ASSUMED } q .: ,' SANITARY SEWER MANHOLE �' EXIST INLET U'3 4•�" '' '+•• 1.R1MEL, " 6•� q\� .,. 63,} ,,e§�' 2.) SU9dECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY BEARING ALONG TH£ WEST LINE GF $AIQ SECTION 25 A DISTANCE OF 1321,44 FEET- TO ' r NORTH $OVERT Et.- 2.8i tg ,.; st,'j't,t : , f � 4 SOUTH NVERT Et. 2.6 -e.oa ai 6 s 2 U OF'RECORD: IF ANY, t I� S' oa $ C} 3. ELEVATIONS "EL.�6.13" BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE NORTH LINE OF GOVERNMENT LOT 2 IN SAID SECTION 25; THENCE N 89'51 29 E _ w : r.` �," .'' SOUTHEAST WVERTEL.�3" ;,,k ` q" `'s'. 0 - ,) BENCHMARK USED WAS FLORIDA DEPARTMENT OF NATURAL RESOURCES CONCRETE ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 2 A DISTANCE -OF 251.60 FEET TO ^ ca "p ,. , r ti 41} *•., ,,;+;� ", i tN Att 4' FENCE f i' �:, °•,' � Z �; 4,41 E +aaEEMO! EXIST. pip = MONUMENT AND BRASS DISK STAMPED "94-77-A29" PUBLISHED EL.=7.64 NGVD29. THE WESTERLY RIGHT OF WAY LINE OF STATE ROAD A-1-A; THENCE S 16'28'27" E A � Z C 4;'� i `'� 11 \ •'.,+ !pluc HOLE AT INLET �� x U 4.) PROPERTY LIES WITHIN FLOOD ZONE AE" PER FLOOD INSURANCE RATE MAP 4 4 t , .+. n B a W DISTANCE OF 303.75 FEET; THENCE S 15'57 59' E A DISTANCE OF 588,02 FEET TO THE Z P t: Tr � 4^+ "4 w 4.B NUMBER' 12111CO181, W :e ' , ` w Pawl ar 03 44. � POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF =* � ,t, V) '� :1::� 7; ,: ki,ST .� sr RYATURE I rNSTALL COURT FENCE I �I W 9� 2814.93 FEET;' THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF ,.I, G�3 c a9a ,., n _ �,,,� ,a3, �.. Ay t3' 4HAINCNK ENCECa47 D Q U - 02'09'31" FOR. AN ARC DISTANCE OF 106.05 FEET; THE LAST 3 COURSEa FORM THE..;'- w Q.. A, :;` ,•,fy3F'.'� •, qUF� '� ^, 5 r�j4' }� ih WESTERLY RIGHT pF WAY LINE, OF STATE ROAD A-1-A; THENCE S 735733 W A = t , t kk�Mr a �`°' DISTANCE OF 251.02 FEET TO THE POINT OF CURWATURE OF A CURVE CONCAVE > �' k�s _ _., . \ .� a _J 0 P <a SOUTHEASTERLY AND HAVING A RADIUS OF 140,00 FEET; THENCE SOUTHWESTERLY ANi7 , 0 , - a, �:" ' aIrg N j ` _ [k C*I kin .' See �1� for_G9di'onal PDEPnatea ,. ^, 'i;* .. \ a �, SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 71'0f 2C FOR AN.ARG ...; _.., _ i , d 10 20, 0 r ti n Notes: Where atabte 1 4 T T T PINT N Y' TH NG S 0 '61"I .' W A c' t. F ?,,: , ' A, " 1,_-,. - 1, ` a FDEP Utlllty Marn Clearance/Sepa a o P DISTANCE OF 73,i FEE 0 HE (� N OF TANGS C E E 2 I . vi 1 .. , 1' '.. \ I_ Lu n n nito sewer mains arose wlth less than e} flteen T OF 146.47 FEET,'TO 'THE PAINT OF BEGINNING OF THAT CERTAIN PARCEL 'p" `� ,. # ; .� I F J a " water a d so ry 5 A DIS ANCE " r.,:x , a;, �1_',: 1,`4 I .: .. , \ \ f v i i lear nce or where sewer main "" i :� F�4'iti ;, 1, e V. ,• # Q v �!! 9 4 n (18) Inches o erica a D HEREINAFTER DESCRIBED, SAID POINT BEING THE POINT OF CURVATURE OF A CURVE .r A IE oa w r main the sewer shall be encased in E'+ � W I` "'r , • ;'' ,t. ';„ 1 m „ F; ., \ @`\ as 7MEN L 0 S Drosses atlove ate CONCAVE NORTHWESTERLY AN7 IdAVING A RADIUS OF 210.00 FEET, THENCE SOUTHE SLY, v i \ v > N U -i7.1 . concrete or u raded to ductile Iron pipe or pressure rated , `.' _. } E%IS%IG LCitNta, A\ Y w ATHROQM BATH>,Ci4M Pg SOUTHWESTERLY AND WESTERLY' ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF �" � e« a { _1...;.�.>t �, _,A '. -. \ Paw sr _ M7"tq 1 ,, ,*F , ;,,, , , \ TANLNL",• C4 6 PVGi e meeting the AWWA C-900 or C-905 specifications) " T F 1 T TO. T. P INT OF: TAN NCY- THENCE ,.4 . , ,. _ \ to RP P ( 74 03 4? FOR AN ARC DfS ANCE 0 2? .46 FE£ hiE O.. CrE �1 >11� ;,: , , .F . : s ,, " \ u1 I - ° -8 f •w nt 0 feet centered at the p yI :> ". '< ,, t: \ 2 M <h . p foa o minimum length o t e y (2) S 76 55 00 W A £1fStANGE OF 20:06 FEET TO THE POINT OF GLIRVAT q�f A Ct Fi1iE � .,':, 'I r : - , ,. 1 I 1 , in A minim n1 horixontDi se oration of teh OG , ii,._, ', _. _ ._ " : atrit of crass u P *' 9i :.:,. ,�-,._ Noa E7,. r b'' i' - p 9 CONCAVE EASTERLY ANi? HAVING A RADIUS 32.00 EEETE :THENCE. WETEI3LY, w rx' r .. ; : ua w r5+ Cif t w r m Ins and - , ,e u 1,t) feet eri a to edge} between po#ab a ate a a. ` us d , ) { G TERLY SOUTHERLY AND OU Y 4 R R }UGH I ,: 1 ;':r , .'',; . "..: II4 • �, ,. , , TORAGE sOUiNWES S TFiEASTERt LONG SAIt7 CU VE,T1I- e1 u.. ,,...,, . ,..,,.. I It ,,. l' I _. ca a ... _ 4 - I c ,. , t fioli be maintained when of Dll osslbie. Wtlen •.L i sewer mitins it P ', '. -.., w SECTION ONE w r R .. , .. .s., TRA T .A-t CORAL COVE EACH CENTRAL ANGLE OF 140 27 00 FO AN AR DISTANCE OF 78.44 FEET TO THE FOIhtT , ,. ., . >,,. I " , } ..94 a f I e arat,an Donnot be mcuntafnesE ttre • .. _ , the 10 foot hp ,zonta s p - K 11 PAGES 30A AND 308 4 F Na a z }NPE T :. a x ".:v . x,,,. _-•,,.. . PtAT BW ) ou / F TAN ENCY 1H NGE S 63 2 0 E "�""'�AI - _: , ,ffi �,.. _ ..., 4 pB.7+' " ., O G E q A DISTANCE OF F3 .99 FEET TO iin- POINT' fiF„ . .A. „_,�,., F'{ r ENnneATiGN " li b8 installed ,n a se Drote trench ar on an 44 i. i d O D W I� water mainfli? P 8 W. TY . "r.... f _ AV G 7 pUTH 1 03 s CURVATURE Of A CURVE CONC E S A 7: + F ,. ,, .A _ , ,. r....• :." . , „ : L52 . ,.` i I t 1 above the ewer rnglra. IfY ES7ERLY ANt hIA 4 iG . RA h," 1? q ,,_ ><. ,,., - . , .: ': n disturbed: d Wirth shelf at least 8 ,s , .' .r�; (;> ' :r • _: _ _ w AL u d e Y T . " ,; 4 TH N TH AST£RLY AND S ., ,,.. f ET £ CE SOt1 £ r,::., , . W. - . , , .. with a rate E Y A N AID T A .. ,isolt . r .. ,,. , S e Sevier main shah- be orlctlsed # Drip TH£ LOG tiVE _. _ _. 'I . ,. r G £ Aiternativet ..��' .L .... .: y ,. M7 NTRA ANGLE OF 5459 OR'AN a ....,.. a r r r i t L 0f) T 7i"� uatlie iron dr essu a aced' RC DISTANCE OF 75.1 FEETi. A.: Oih# . ., .,._ i o u de u . _:: , i � . ,. ... , P9 _ . ,., .r Ei.aa+specifications) and resellre TANGENCY. HENCE S 0 33 fl !r x,. •:, .r. . , . ?.(meetingG 900 or C 905 s ea ca ) p 4 D1ISTANC (7F ,29.?b EEE, (NE S 7'Oi f , r 1. K , A..: EL+BJ7 , 4,AWYd 1, , :: , I �t N 1 4 I�•� "r , L , .... T3 _r^iu t .., .. _ .IL .. , ,1�., , .< v � , ., iw _ ,:.. f XIS N :., ; .4 F T T 'Ch•i .„, .. , .. �..k A DISTANCE OF 1.52 EE . O 1E E A ♦, 1 „ . A T LINE OF ,TRA T A 1 SAt4,. U.t - f > 1 . , t e tad C` -I , ". ., ., ", , , 7. u T N r ti, .,.: QEACH SEC IOtV, THE GE fd l2'5Li A A T LIN A T C ,:.. , ,. _. •1:. 3 E ALONt# S .1f3 E a E _ , F ,,... , a w yy. t1._. _ �,. .. _. , , �k TT T N a , 5 F E O..TM POiN C1` tN 389 3 E Edo NG.. , .w - .... ..NOTE: ALL PARCEL SOUND.'r $ icy .':.::. I k� .: ... -•: v. } i ivL t ,1 ,o. , ,..n 1, r. v N-3 a .iF'. _ .. .. .,. ,. ... 1 I R t. 'i 4♦` V T, \ .F, f .. ry 9''. .. \: %g. M'. .. t:. " ", is '.. ,.. .: .. ,, n. r .. .. 5. .. a` .. , , is . s . ,. A U wM�.. ... :.. v .. v. , , R. ..�.u.. �yo .• n w, -a , y.. .. r.. ,�." z .yin¢' ...{.c .. ::. .. ... ..oi! ., i-'- .. ,�. r .... f. '17 .. .c ,.. .. - . . r , r , 4 . .`_ .. +ter'.: ,. � .., .. .': «_ nu. ..... .fin .:. .. a r y i ', o , w .. .. :. , ... —..:- _. _"".."-�.._r'.o'1'_' .. a..., u..... .__. .. r.. , ..,..' . , .... ., < ,,. 4.,. ......! av r:' ,. .+•_ -w. a . ..,., ... .r s. ,zA r.. - ^•-^^^.,-.—^,^'•r^^- CURVE I RADIUS I ARC LENGTH 7CENTRAL ANGLE C1 210.00' 271.46' 74'03'47" C2 32.00 78.44 140'27 00" C3 79.00' 75.81' S4°59'00" INSTALL ONE 5HEPAR05 HOOK WITH ONE PIECE 16 FOOT POLE AND ONE LIFESAVING RING. (MIN. 18" DIAMETER) WITH SUFFICIENT ROPE TO REACH ALL PART5 OF THE POOL FROM THE DECK. PKOP05ED 4' HIGH ALUMINUM PICKET FENCE SET 2 IN THE GROUND - WALL RETURNS 5HALL BE DIRECTIONALLY MANUFACTURED BY HAYWARD MODEL NO. KETUKN5 5HALL NOT PROTRUDE INTO THE (TYPICAL AT 7 LOCATION5) POLE WITH LIGHT 30 FG AT FLOOR LEVEL PROP05ED LOCATION FOR POOL EQUIPMENT H05E BIBS WITH-C VACUUM BREAKER POOL GADANA MEN'5 FAGILITIE5 1 W.G., 1 LAV AND 1 URINAL WOMEt45 FAGILITIE5 1 W.G. AND I LAV. O 10 -2 20 -O` RINSE 5 (THIN PROP05ED WATER FOUNTAIN 8 10'- 2 EDGE NOTE' SLOPE POOL D CK 3IWIFT. AWAY FROM POOL 1 $ 1„+ , - - - - - - - - - - -' , FS-0" .�POO ;HANDRAIL - 5TAINLE55 )SEE) (STEEL (SEE DETAIL) 1 "NO DIVING" M ARE KEQUIREC ARE TO BE P 10'-O" (TYPICAL 6 Lt 10'-0" ; 2 -O ❑;; El POOL LIGHT 1 (5EE DETAIL) NDJUS BLE. 5WIMMING LANE DO N ' 11421- IDDLE OF POOL 'OOL PR F05E 800 5FM , 5 IMMIN(cl POOL !VOLUME = 26, 00 GALLON5) MAX. DATHIN LOAF = 20 PER50N5) ❑ I ' W 1 1 ' 1 - ' 0 ' , 1 ' MISCELLANEOUS EQUIPMENT L15T QUANTITY DESCRIPTION MODEL # MANUFACTURER 1 MAIN DRAIN FRAME + GRATE 66 5Q.IN, HAYWARD 12" X 11' CYCOLAC 2 SKIMMERFITTING 649W3 5M ADMIRAL SKIMMER 1 VACUUM FITTINGS W/ 1022D PLUG 5P-10225 HAYWARD 1 I/2" HOSE CONNECTION, GYGOLAG 2 LIGHT ASSEMBLY 300 WATT/ 783301 AMERIGAN PRODUCTS 12 VOLT, W/LOW WATER GUT -OFF 2 NICHE FOR ABOVE W/f DIA. 762105 AMERIGAN PRODUCTS CONDUIT 2 TRANSFORMER 300 WATT/12 VOLT W300 LIFEGUARD WICIRCUIT BREAKER 1 LADDER, 5TAINLE55 STEEL 3 ,TREAD - 5.K. SMITH 1 HANDRAIL, 5TAINLE55 STEEL 4 TREAD - 5.R. SMITH 72" FLAT TOP 7 WALL INLETS (DIRECTIONALLY ADJUSTABLE 5P-1421-D HAYWARD 1 VACUUM HOSE, HEAVY DUTY 1160-50 PLA5TIFLEX FLOATING TYPE 1 1/2" X 50' 1 POLE, 16, ANODIZED ALUMINUM 620-16 UNITED ASSOCIATES STRAIGHT i LIFE HOOK. ANODIZED ALUMINUM 153 UNITED ASSOCIATES W/FASTENERS 1 LIFE RING 16" DIA. W/50' LR-16 .UNITED ASSOCIATES THROW LINE 1 LEAF SKIMMER NET, NYLON 119 UNITED ASSOCIATES I POOL TEST KIT 2005 TAYLOR I POOL EQUIPMENT ENCLOSURE (113500 VAK PAK 4G5 4 INCH HIGH AND IN CONTKA5TING COLOR THIN 2 FEET OF THE WATEK'5 EDGE. MARKINGS NANT AND 5LIP RE515TANT TILE. ON5) ' I A VACUUM FI TING WITH PLUG ' OR COVER 5 LL 6E FLU5H ' MOUNTED APP XIMATELY 12" 5KIMMER P051TIONED TO TAKE ' BELOW WATE LEVEL. ' DVANT GE OF PREVAILING WIND5 >' A ' LAU DER- 5TAINLE55 STEEL ' LA ER TAD5 , O BE SLIP ,RESISTANT AN 5HALL BE I - TALLED WITH 3 TO 5 1 INC E5 CL ARANG BETWEEN HE LADD ' ' AN THE OL LL. THE LA )DER 5HALL ' ' BE CR055 BRACE_; 1 ' 1 10 1 1 ---�-FOOL LIGHT , (SEE DETAIL) 1 1 MAIN DRAIN 5HALL B5 12Xi " AND 5HALL BE 6-0" :DEEP , N N O 4" 5KIMMER LINE ' ' / 1 4. MAIN DRAIN 1 4 1 ❑ 'i 2 1/2"R_E_TU_RN LIN_E'------ 0----_ Y - ----- ------------- -.---� � -VACUUM 2 I/2"�¢ 2 LINE rNESEp ARESU��TT NOACC pROp REQUIRED 0S MAYBEN BYFIEI,D SpORRECrIOENS ORK C0Rp(YWIPHACAAPY (OAB(IIVORD"R rO r�4r ECODES, KE5TKOOM NOTE5- 1. FLOORS SLOPE FOR P051TIVE dRAINAGE TO FLOOR DRAIN5. 2. INTEK5EGTION5 BETWEEN FLOOA� AND WALL5 ARE COVED. 3. FLOORS ARE TO BE GON5TRUGfiED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL AND HAVE A SMOOTH, SLIP KE515TANT FINISH. 4. THERE ARE NO FOOTBATH5, GAKPET OR DUCK BOARD5 ON THE FLOOR. 5. A H05E Bie6 WITH VACUUM BREAKEK5 NEAR EACH KE5TROOM FOR EA5E OF GLEANING. 6. RE5TKOOM5 ARE TO BE LABELED FOR MEN AND WOME I LE&END c0 MAIN DRAIN LINE y r ' > - - - - - - - - RETURN LINE POOL LIGHT I-- 5KIMMER DRAIN LINE VACUUM LINE 0 NO DIVING MARKERS ❑2 DEPTH MARKER5 3FT 0 IN AT EDGE 0 DEPTH MARKER5 ® DEPTH MARKER5 71FIR ARROWS REPRESENT DIRECTION TO POOL PLUMBING EQUIPMENT AND 4" HIGH CONTRAS NG DEPTH MARKERS TO BE PLACED NOT WATER FLOW DIRECTION. IN POOL WALL A VE WATER LEVEL AND ON DECK AT NOTE- 5LOPE POOL DECK 3/87T. AWAY FROM POOL O POOL PLAN LAYOUT rN 1/4" , 1'-0" EACH LOCATION. v RKEK5 TO BE TILE AND 5LIP RE515TANT IN THE HORIZONTAL PLANE AND PERMENANT. (TYPICAL 5 LOCA ON51 DEPTH MARKER5 5HALL BE WITHIN 3" OF AG JAL DEPTH. 4FT 6 IN, AT EDGE 5FT 10 IN AT EDGE NESEP14NS lNq� yAI�QEEN ,vaolN �D' 14171,711 oSVED CODE tOVIDA NOTES)- 1. INSTALL OUTDOOR LIGHTING (10 FOOT CANDLES MIN.) 2. AN 4'-0 HIGH ALUMINUM FENCE 15 LOCATED AROUND POOL DECK.. 3. NO OVERHEAD ELECTRICAL 5ERVIGE WIRE 5HALL BE I1\15TALLED WITHIN 10 FEET OF THE POOL. 4. ALL PLASTIC PIPE EXPOSED TO SUNLIGHT 5HALL BE COATED FOR U.V. PROTECT ION. 5. THI5 DRAWING 15 A 5CHEMETIG. ACTUAL PIPING TO BE IN GUTTER BEAM. 6. ALL MARKERS TO 6E 5LIP RESISTANT. 7. DEPTH MARKERS SHALL INCLUDE THE FULL WOKD5 OR ABBREVIATION5 FOR "FEET" AND/ OR "INGHE5" CFT AND "IN") MARKERS 5HALL BE 4" HIGH, 5LIP RE515TANT AND PERMENANT TILE. 6. POOL MAKE UP WATER 5HALL BE FROM THE FT. PIERCE UTILITY AUTHORITY PUBLIG DRINKING WATER PLANT. 9. VERTICAL CLEARANCE ABOVE THE POOL WATER AND DECK AREA MUST BE A MINIMUM OF 7 FEET. 10. THE UNDERWATER LAMP5 5HALL BE A MINIMUM OF 16 INGHE5 BELOW THE WATER LEVEL. SANITARY FACILITIES (BY OWNER) 1. EACH CONDOMINIUM UNIT PROVIDES SANITARYFACILITIES. THE POOL CABANA WILL BE EQUIPPED WITH MALE AND FEMALE RE5TROOM FACILITIES. 2. A H05E BIBS WITH VACUUM BREAKER SHALL BE PROVIDED. 3. FOOTBATH5 ARE PROHIBITER 4. FOOL51DE RINSE SHOWER, WITHIN 20 FEET OF WATEK'5 EDGE. 5.. A DRINKING FOUNTAIN (ANGLE JET TYPE) WITH APPROVED POTABLE WATER SUPPLY. SHALL BE PROVIDED. GENERAL I. SWIMMING REQUIREMENTS OF THE STATE POOL DECK D WATER OF FLORIDAEATMENT DEPARTMENTI OFNHEALTHLT ALL AND ASHSPEG SPECISERVICES FIED CHAPTER (HIK51 CODE FOR IOD 5. FLORIDA ADMINISTRATIVE G POOL AND DATHING CST ATTI E CODE CURRENTLY IN EFFECT. 2. ALL POOL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER5 RECOMMENDATIONS. 3. WHEN OVERFLOW EAARHUE5DFPSHALL i4 INCH AROUND THE FOOLPERIMEERNDE0TOMOTHEGUTER SHALLDELEVEL OR SLOPE TO GUTTER DRAINS. 4. OPEN TYPE GUTTERS SHALL HAVE A TWO 121 INCH SLOPE - 1/4 INCH FROM THE LIP TO THE GUTTER DRAIN 5. NIGHT SWIMMING REQUIREMENTS (NO NIGHT SWIMMING PROP05EDI 6. POOL RULE SIGN REQUIREMENTS - RULES AND REGULATIONS FOR BATHERS 5HALL BE POSTED AT POOL5IDE,-BE LEGIBLE FROM THE POOL DECK AND CONTAIN THE FOLLOWING RULES WITH LETTERING A MINIMUM OF ONE INCH (f) IN HEIGHT NO ANIMALS IN POOL OR ON POOL DECK NO FOOD, DRINK OR GLASS IN POOL OR ON POOL DECK SHOWER BEFORE ENTERING POOL BATHING LOAD, 20 PERSONS POOL HOURS, 600 AM TO 500 PM NO NIGHT SWIMMING NO DIVING) LETTERING ON THI5 ITEM ONLY TO BE 4" IN HEIGHT) 7. CHEMICAL STORAGE - CHEMICALS MUST BE STORED IN A COOL, DRY AND WELL VENTILATED AREA, UNDER ROOF, AND INACGE551BLE TO THE PUBLIC. 8. CHEMICAL TEST KIT - A CHEMICAL TEST KIT SHALL 15E'PROVIDED WITH GAPABILITIE5 FOR THE FOLLOWING TESTS, A. FREE ACTIVE HALOGENS. B. TOTAL OR COMBINED AVAILABLE CHLORINE U51NG DPD. G. TOTAL ALKALINITY. D. CALCIUM HARDNESS. E. PH. F. CYANUKIC ACID, G. ACID + BASE DEMAND. pAAND ODI50 (11) OF CHAT MUST DE PTER IOD-5PERATED NOFCTHEDANCE FLORIDAITH SECTIONS 121 OOL ADMNSTRATIVEDCODE. 10. FOOD AND DRINK SERVING FACILITIES SHALL NOT BE LOCATED WITHIN TWELVE (12) FEET FROM THE EDGE OF THE POOL DECK. It DATHEP5 ARE COUNTYOT TO HEALTTHBDEPAR MENTT OR: AGENCY ED IN POOL TIL HAVING,RJURISDICTIOIN. IS ISSUED BY PLUMBING 1. OWNER TO PROVIDE THE FOLLgWINU A. POTABLE WAT€k LINE (f) TO POOL EQUIPMENT ENCLO5URE FOR FRESH WATER MAKE =UP, B. WASTE WATER D15GHARGE LINE (2") FROM POOL EQUIPMENT ENCLO5URE 5TUBOUT WITH 4 AIR GAP INTO A 4 LINE TO FINAL DISPOSITION, IN ACGORDANtE WITH LOCAL BUILDING CODES. 2. ALL PIPE TO BE PVG, AND SHALL BE IMPRINTED WITH THE N.5.F. SEAL FOR POTAB!_E WATER. 3. SKIMMERS. WHEN USED, SHALL HAVE N.5.F. 5EAL 4. ALL SUCTION AND PRE55URE PWING 5HALL BE SCHEDULE 40....... 5. GRAVITY DRAIN AND GUTTER PIPING MAY BE GLA55 160 PVC PIPE. 6. ALL H05E BIB55 SHALL BE EQUIPPED WITH VACUUM BREAKERS. 7. PRE55URE AND VACUUM GAUGES. RATE OF FLOW INDICATORS AND OTHER MECHANICAL COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND/OR INSTRUCTIONS. 8. ALL POOL PIPING SHALL BE PRESSURE TESTED FOR A MINIMUM OF 24 HOURS AS FOLLOWS, A. PRESSURE AND SUCTION PIPING SHALL BE TESTED AT THIRTY POUNDS PER SQUARE INCH (30 P51). B. GRAVITY PIPING SHALL BE TESTED WITH 5TATIC WATER PRE55URE A MINIMUM OF FOUR (4) INCHES ABOVE COLLECTOR TANK WATER LEVEL. DECK 1, POOL DECK SHALL HAVE AN UNOBSTRUCTED MINIMUM WIDTH OF FOUR FEET AROUND THE PERIMETER OF THE POOL OR POOL CURB, AND BE CONSTRUCTED OF CONCRETE OR OTHER NON-AB50RBENT MATERIAL HAVING A SMOOTH SLIP IZE515TANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. 2. POOL DECK SHALL HAVE A 3/6' PER FOOT PITCH AWAY FROM THE POOL OR TOWARDS THE DECK DRAINS. 3. WHERE VEHICULAR TRAFFIC OR PARKING AREAS ARE ADJACENT TO THE POOL DECK, SUITABLE TRAFFIC BARRIERS SHALL BE PROVIDED 50 THAT NO PORTION OF THE VEHICLE MAY EXTEND OVER THE DECK AREA. 4. WALKWAYS SHALL BE PROVIDED BETWEEN THE DECK AREA AND THE SANITARY FACILITIES AND SHALL BE GONSTRUCTED OF CONCRETE OR OTHER NON -ABSORBENT MATERIAL WITH A SMOOTH SLIP RE515TANT FINISH FOR THE FIRST 15 FEET OF THE WALKWAY MEASURED FROM THE NEAREST POOL WATER'S EDGE. ELECTRICAL 1. ALL ELECTRICAL WIRING INCLUDING BONDING AND GROUNDING, HOOK-UP OF POOL WATER TREATMENT ETWITH T H SECTION 660 OF i THPMEE N rIONALDERWATEK L ELEGTRICAI CODES HALL 51X H EDITION (115E IN 1961 RNCE AND ALL APPLICABLE LOCAL BUILDING CODES. 2. ALL UNDERWATER LIGHTING SHALL UTILIZE TRANSFORMERS AND LOW VOLTAGE CIRCUITS. THE MAXIMUM VOLTAGE FOR EACH LIGHT SHALL BE 6 VOLTS AND THE MAXIMUM INCANDESCENT LAMP 51ZE SHALL BE 300 WATTS. 3. ALL TRANSFORMERS SHALL BE LOCATED A MINIMUM OF FOUR (4) FEET FROM THE IN51DE WALL OF THE POOL AND MOUNTED A MINIMUM OF EIGHT (el INCHES ABOVE GROUND LEVEL, DECK LEVEL OR HIGHE5T POOL WATEK'5 EDGE LEVEL. WHICHEVER 15 HIGHER. BUILDING DIVISION REVIEWED FOR CO k REVIEWED B` ' DATE '2 PLANS AND P MIT MUST BE KEFT DN JOB OR NO INSPECTION WILL BE MADE II'-INI.MIalv11� 0 O .I 04 II J J O \ O � � M Z 0 Di Z W f O m Q V co UWmAwo o m O r ° a0to le n F _ J ' U _ r Q N a( X ° Z N Q = LL IL z cc 4 0 2 Y K C a" z r: WASI AIR ( a TO WASI (PUBLIC S NOTES: NOTE: ELECTRIC PANEL MUST HAVE PLAN VIEW SCALE: 3/4" = 1'-0" FRONT VIEW SCALE: 3/4" 1. ALL TANKS HAVE COVED CORNERS 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. 3. ALL PIPING "NSF-PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC WITH RECIRCULATION PUMP ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW HYDRAULIC INTERLOCK OF VALVES WHEN REQUIRED: 3 1/ND DE VDALVRTER PROPORTIONING ABOVE BUTTERFLDY VALVES AND PIPE SIZES SIDE A MAIN DRAIN B GUTTER/SKIMMER +" D VACUUM LINE E RETURN LINE 2.5" G PUMP TO WASTE 1.5" F FILTER PRECOAT 2" H VACUUM TO FILTER 1.5" WATER FILL (HOSE BIBB W/VAC BKR) 1" I FRESH J FILTER TANK DRAIN 2" K RECIRCULATION SUCTION 3" L FROM HEATER 2" M TO HEATER 2" 0 TANK OVERFLOW 2" 01) FRONT VIEW VAK PAK 7YESEPLNS ARESUBJECTTp� LLPROPOSED REQUIRED gSE y pjELD INSP RRECT/0NS WORK =OMP(yWI HALLAP L®RDERTO E? LE CODES. SIDE VIEW CB500 SERIES CABINET DETAIL COMMERCIAL FILTRATION /R[CIRCULATION /DISPLAY SYSTEMS P.O. Box 326�acksonville, Florida 32206 — (904) 353-4403 T 7 CROSS VENTILATION -, Lliv=i imm�m=ww - HOSE BIBB W/VAC BREAKER ISOMETRIC NOT TO SCALE /Hg $4r,1L4N�h' aU/40i*9�gNc#ft� 0 Co®� y A/p�® 4 0 r 0 to cV 0 0 a 0_ z O z 0 W Z fA W r O m Q a N N U01z400 01 C M O z ° > `0 O �^ �p� 4/ O I- tJL n P P ��cxi�- a o Q 0 a m C� = a C N p a z Cr a � } 2 0 0 Off N N Q Q z HN � 4= ® _ Cr F. Z Z 0 § U U W U J SHEET C4 OF 4 01-657