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Home My WebLink About05-3824 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 3824 Permit Number: 3824 Permit Type: SIGN Class of Work: FREE STANDING SIGN Proposed Use: COMMERCIAL Square Feet: Est. Value: Improv. Cost: 2,435.00 Date Issued: 2/08/2005 Total Fees: 87.50 Amount Paid: 87.50 Date Paid: 2/08/2005 Work Desc: MONUMENT SIGN Address: NO TH GALL L VD ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: Name: NORTH TOWN CENTER Address: NORTH GALL BLVD ZEPHYRHILLS, FL. 33542 Phone: REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your 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." Campi te Plans, Specifications and Fee Must Accompany Application. All, work all be performed in accordance with City Codes and Ordinances NO OCCUPANCY BEFORE C.O. - ~-. .C2 ~ CONTRACTOR SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER . COMPANY: Apple Sign PROJECT:' North Town Center Architectural Services & Engineering, Inc 24710 State Road 54 EBO 7882 Lutz, FI 33559 Robert W. Wall, PE Fla 46021 0= ,0 00 NN - l:ll:.l::,:l:~\:l\i\l:;i\\\l::\l::lll:::\:::lil:\ii\:::::l:::lll\l::l:\::l~ll\\i:lilll\il\\:.:\\ll:::\:\\:~:I:,: :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.: _ z,::.~ O;~7~n::;;:~ ~5~~/: ;~;~' ~(mmmm~tJfmmmmtt~I/\~/rjjj}fjj}rifjttt~~ l~j\l~j\\\l~I~~\tjl~tj\~jji~~jj~~ljj~~\jj~j~\1\I~~1j\\j\\~l~jj~jl\~j\1f~l\jjj\~~~~j\j\j\I\~jjj\\~jl~\ - Sample Calculations Wind Load = WL WL = Cf . WIND ksf WL = 1.2 . 1.79 Force = 2.1557' 240 Force = 5.1738 kips Zreq = Moment . 1 2 fb . NC fb = 21,0 ksi for Steel pipe fb = 27.6 ksi for Steel pipe fb = 19.0 ksi for Aluminum LDF = 1 Zreq = 51,73' 1 2 24 . 1 . 2 Zreq = 12.93 in3 Concrete approx. 2.66 cu. yds Concrete is 3000 psi at 28 days Wind loads - FBC 2001, ASCE 7-98 9 ~ Steel - AISC-ASD Ninth Edition Soil bearing capacity 2000 psf (2 ksf) 3' - 0 " ~O" 3 ' - 0 " ~O" WIND - ASCE - Exposure B - 130 mph Cf Wind AREA ( sf) (ft2) 1.00 TOTALS 1.20 17.96 240.00 240.00 y (ft) 10.00 FORCE (ki s) 5.17 5.17 MOMENT (k-ft) 51.74 Z REQ (in3) 12.93 MEAN SIGN HEIGHT (HB) MOMENT AT GROUND = TOTAL FORCE 51 .73 k - ft = 5.173 kips 10 ft CHECK FOOTING Pallow = S * b * d ^ 2 2.37 * d + 2.64 * HB P allow = 2.5 * 6 * 4 ^2 2.37 * 4 + 2.64 * 10 b = width of footer (ft) d = height of footer (ft) = 6.68 (kips) > 5.17 (kips) is O.K. DATE BUn..::' .~~ \\6l~ 12/24/2003 23:47 81394824e3 \\ .. ~ n'f 0 f Tl1l1W 916tJA6e ",-(leA ~ I"~ SQ.FT. / ~et"OfU; 2.+0 SQ..Pr. I ZtJ GrlAPe HrrLc.......!......L1 "1-1' " ZePH'!f2-HILLS / IZ 10 DAY-NIGHT PLEX "01' - P^N FACES . . . . . -. . . . - . '. '. . . . . .~ . .- . .' - ~ -r .. . . . w 0~l(~ PlPe; hl (I 1I Ir o 1{, ~ 3' X ~ 'P~ C/JfJ(..fZaE FoOl Efl~ DEC-30-2003 16:213 Robert W. Wall, PE 46021 Architectural Services And Engineering. Inc. EBO 7882 24710 State Rd 54 Lutz, FL 33559 Phone: 813-948-2812 81394824133 99% P.02 EXHIBIT "A" SITE PLAN NORTH TOWN CENTER Zephyrhills, Florida 'j HI i "'2 I.' i H, I! U a ii, ~i ., i HI ~~ ~ 'j ~ ~ -(~~;j"j;.=-;:;.;:;.=.;:::;--= =;-- --=.;;:;-=:- _ _ __ _ _ _ _ __1 I : '~)~~;;.'" CR~SlOPE D~YE . ....... -----__-_"_._ -='.~::.~:~.F.~~~ Ii ~-~,"':-,-~-,-~-. 'I-=~- I ;i~~:~ ~i- ! ! ! ,-- I I 1--- ,.::..~l,--_._I_ Ii II -\ .. ~ '" ~ ;:: o -5 '" ~:I! i>;i'l p Si GN 5.J1Att WJ+ TJiI) 14) S {JcS~l~ "'-h . rw -I f'J2Ii- 6.~r5T/~~:~.~., '~!.{ <, . : :_ _: ~ L ~ 5TrNj),flil;' 9 ~Z,~'~~;~~~~~~~~:",~:'c~ _~~~~~~~- (~~ ~_~~ -~~{~ - - - -- - t~~~ c:: '~I ~. ~=-'--.="- 5 ~' --"-: ~~: .? :'. . ~ -~ I~; ~ ~~ ~,li. US ~A~ t ~r .Ii ~;:J J}lN\ ?~, '7 I 17 .-. :~:~ NORTH TOWN CENTER ! . 1"li Il~il Lf, - 'In. , "'1 ... srrE lJ\YOUT PlAN U.S. JOf - CALL gOUltv....RD _ S.t:!. .4.1 lEF'HYRHllLS. rtORIO^ c', 1<08 PROPERTIES. LLC APPLICATIo.N FOR PERKIT CITY o.F ZEPHYRIflLLS .11 --:1t1 ^ ~ BUILDlBG DEPARlIIENT 'fV~\ \ OJl'\ ~ o.WNER'S lWIE ~ PHo.NECft-I-+~'-02.70 ~'S ~~ Jo.B ADDRESS \\ ftA~ Sl6-N If *- LEGAL DHSCIUP1'lo.N: I.OT(S) BWGK SUBDIVlSIo.NJ'lOl211f Tt) W N CT12- . PARCEL LD.' WORK PRo.POSED:~New Construction ~ _Addition _Alteration _Repair ~Iosta1l _Hove _DeJIOlish PRo.POSED USE: Single F3IIily _H/F _' of Units _H/H ~ec-ercial _Indust. _Swi.. Pool o.ther ----Restaurant. &: Health Deparr:.ent Approval BUILDING SIZE: x Square Feet. Height RESIDENTIAL: cottKERGIAL : ATIAGB (2) PLOT PLUS .. (2) SKIS o.F BUILDING PLANS &: (1) SET ENERGY Fo.RMS. A'lTACII (3) SE1S OF BUILDING PLANS &: (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL HEW CONSTRUcno.N. ~ PERKITS REOUESTED ~ v ~BUILDING _ELECTRICAL $ 2. t-3 ?:OO Valuation of Total Construction AIIP Service Florida Power Corp. W.R.E.C. _ttECIIAIIlCAL $ Valuation of Hechanical Installation _PLutlBING GAS ROOFING SPEGIALTY TYPE o.F CORSmUCrION: _Bloclt _Pralle _Steel ~ t&N IS PROJEGI' IN FLOOD Zo.NE AREA? FINISHED FLOOR ELEVATIo.NS: Yf . YES NO. .......................................... BUILDER Co.BTRACI'o.R SECI'Io.N , CotIPAIIY A pL6 <;l&tJ State Gert. or Regist. t City License Registration t .......................................... v'1e-/, t L - ~ . -;Jj / 5 F.I.F.CTRl ClAN COMPANY Stat.e Cert. or Regist. t City License Registration t .......................................... SilmAture PLutlBER cotIPANY Stat.e Cert.. or Regist.. . Signat.ure City License Registration t .......................................... IlEClWfICAL COMPANY State Gert. or Regist. t Signature City License Registration t .......................................... OTHF.R CotIPANY '. State Gert. or Regist. t Signature City License Registration t .......................................... APPLICATION APPImVED BY PERIIlT OFFICER. ~-:-., . 'f ' CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that tIlis perlit JaY be subject to .deed restrictionsilililcb IIIf .be lOre restrictive than City regulations. !be UIldersigned assoles responsibilitJi_ COIpliance ,ith any applicable deed restrictions. B. UNLICEN$ED. CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bu' bired a contractor or contractors to undertake IIOrk, they JaY be required to be llcensed in accordance ,ith state and local regulations. If the contractor is not licensed as required by In, both the OlDer and contractor IIY be cited for a lisdeJeanOr violation under state law. If the OIIIl8r or intended contractor are uncertain as to wbat licensing reguir8l8l1u JaY apply for the intended work, they are advised to contact the City of Zepbyrhills BuilcUng Departlent, (813) 788-6611. Furtheraore, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) Sign portions of the .Contractor Sections. of this application for wbieb they will be respoosible. If you, as the OIIIler sign as the COIltractor, you are indicating that you, rather than the contractor, are responsible for the IOr1. If the contractor ,i8IaeS you to sign as contractor that JaY be an indication that be is not properly licensed and is not entitled to pmitting privileges in. the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNBCTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of .Florida's Construction Lien Law - 8CIIl!OIIIler's Protection Guide. prepared by the Florida Departlent of Agriculture and ConsUII!I Affairs. If the applicant is SOl8Ol18 other than the .owner., I certify that I bave obtained a copy of the above described docUIent and prolise in good faith to deliver it to the lowner' prior to COIIeIlCl!ll!llt. E. CONTRACTOR'S/OWER'S AFFIDAVIT I certify that all the iofoIlltioo in this application is accurate and that all IIOrk will be done in COIpliance lith all applicable laws regulating construction, loning, and land developleDt. Application is hereby lade to obtain a perlit to do IOrk and installation as indicated. I certify that DO IOrk or installation has CDlenced prior to issuance of a perlit and that all IOrk ,ill be perforB to leet standards of all laws regulating construction, City codes, loning regulations, and land deve1Op18Dt regulations in the jurisdiction. I also certify that I understand that the regulations of other gOYerDl8Dtal agencies lay apply to the intendedwori, and that it is If responsibility to identify what actions I lUSt take to be in CQlPliance. Such agencies include but are not lillited to: * Departlent of Invirolll8Dtal Regulation - Cypress Baybeau, Wetland Areas and InviroDleDtally Sensitive Lands, Water/lfastewater freatlent * Southwest Florida Water Hanagl!ll!llt District - lIells, Cypress Baybeac1s, lIetland Ireas, Iltering lIatercourses * lIlY COIPs of Engineers - Seawalls, Docks, Havigable Watenays * Departlent of Health i Rebabilitative Services, InvirODl8Dtal Health Unit - lIells, Wastewater freatlent, Septic lanb t US InvirODleDtal Protection Agency - Asbestos abatl!lH!Dt I also certify that, if fill IIterial is to be used in Flood lone .1. or .A,ete.., it is understood that a drainage plan addressing a .COIpeD8ating vol.. ,ill be sBitted ,bieb is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a perlit prevent the Building Olficial frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall belDe invalid unless the IOrk authoriled by such perlit is ~ced within sil IODtbs of issuance, or if IOrt authoriJed by the perlit is suspended or abandoned for a period of sil IODtbs after the tile the work is ~ced. One 90 day 81tension of tiE, lay be allOlfed for the perlit with fee charge of $15.00. the 81tension sball be requested in writing to the Buil4ing Official. In approved inspection lUSt be logged during eaeb sil IODth period, or the project ,ill he considered abandoned. IIARIIING TO (BD: YOOR FIILURE ro RECORD I ROIICE OF ~ HlY RESULT IH YOUR PIYIKG IIfICE FOR IIIPUIIIIII8 TO YOOR PROPERTY. IF YOU IftlllD ro 081111 FIIIKCIIG, COISULT WITH YOOR LIIDIR OIlIlTIORDY BIFORIl RICOIIDIIIG YOUR HOIICI OF A;=I.:;;;:ro_MD~'. ~ SIGKI~ IGIMt SIGIII!URI: COllI SrArE OF FLORIDA Cmy OF The foregoing instrument was acknowledged before me this , 19____ by Sf ArE OF FLORIDA '....1/".0 coom OF p", ':> C The foregOing instrument was acknowledged before me this 1.-' 2 ,. 2OQ1i>y 'y(lkNUc; M,- L{(\ia1- who is personally known to _ or who has produced as .dentifi ation and who didldid not ta . who is personally know.n to me or who has produced as identification and who didldid not take an oath. (Signature) (Name 'fyped, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Sta.ped) NOTARY PUBLIC """'\~"""" R. ~rk Willett f:frA.f.~% MY COMMISSION # 00262312 EXPIRES ~~.~.~.f December 8, 2007 ..t.i".....~.. BONDEDTHRU TROY FAIN 1NSU!lANC~ INC. "'Ilftt~\'" C()~CII?E CME~frErnR$~ I~C@ Shopping Center Developers --._-----~----------~ _ __~_~_n_____ -- --- - -- ---- -- ~- -------- - -- ~- ----==:::-=-..::. :::::-_= -=--=- =-:.-=-~--:-:=--.:-:=:-::. =-=--=-~-:-:. :. -:-.:::=- --::=.--=--=-=--------- December 23, 2003 Ms. Madeline Rogers Apple Sign & Awning, Inc. 1640 Land O'Lakes Blvd. Lutz, FL 33549 RE: Shopping Center Sign North Town Center ZephyrhiIls, Florida 33541 Dear Madeline: Your request for approval of signage specifications as submitted on December 22, 2003, a copy of which is attached, has been granted. Please accept this letter as authorization to proceed with your permitting process. Should you have any questions or require additional information, please call me. KOB PROPERTIES, LLC State of Florida County of Sarasota Date: fr).dj~ 03 ~~M-ti~ ot b c JB/sash ...."'..:'.....~... Soliv A. Skala-Harper i~r". \ MY COMMISSION # CC9f3601 EXPIRES ... .-: 5 ;..~ .: i Fe brU<;:IlY 9. 200 ~~.....~~~ BONDED THRU TIlOY F"'ININSUR"'NC~ !Ne. 'Rf,,{t\, 411 Commercial Court, Suite E .. Venice. Florida 34292 941-488-0270 . Fax 941-488-0790 . Emai! concirectr@aol.com ~s( LEGAL DESCRIPTION; BINGHAM PARCEL "A" - GALL TRACT 18, LESS THE EAST 125.00 FEET THEREOF AND THAT PART OF TRACT 19 LYING EAST OF GREENSLOPE DRIVE, ZEPHYRHILLS COLONY COMPANY LANDS, ACCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLAT BOOK I, PAGE 55 PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, LYING IN SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST MORE PARTICULARLY OESCRlBED AS FOLLOWS, COMMENCE AT THE MOST NORTHEASTERLY CORNER OF LOT I, ZEPHYRHILLS SUPERCENTER-A REPLAT, RECORDED IN PLAT BOOK 42, PAGES 58 AND 59, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ALSO BEING A POINT ON THE WEST RIGHT-OF-WAY LINE OF U,S, 30HGALL BOULEVARD) IPER STATE OF FLORIDA STATE ROAD DEPARTMENT R/W MAP OF STATE ROAD 39 (uS 301J SECTION NO, 1405-202), THENCE DEPA,qTlNG SAID WEST RIGHT-OF-WAY LINE RUN S90'00'00"E A DISTANCE OF 156.69 FEET TO THE POINT OF CUR VA TURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 33,50 FEET, THENCE RUN .VORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90'00'00" A DISTANCE OF 52,62 FEET TO THE POINT OF TANGENCY, THENCE RUN Noo'OO'OO"E A DISTANCE OF 65.70 FEET TO A POINT ON THE SOUTH LINE OF TRACT 17 OF THE AFORESAID PLA T OF ZEPHYRHILLS COLONY COMPANY LANDS, THENCE RUN N89'58'39"W ALONG SAID SOUTH LINE OF TRACT 17, A DISTANCE OF 370.36 FEET TO THE SOUTH LINE OF TRACT 18, OF SAID PLA T OF ZEPHYRHILLS COLONY COMPANY LANDS, COR A POINT OF BEGINNING, THENCE CONTINUE N89'58'39"W ALONG SAID SOUTH LINE OF TRACT 18, A DISTANCE OF 5B2,04'FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF GREENSLOPE DRIVE IPER O,R.B, 3763, PG. 1514;, THENCE DEPARTING THE WESTERLY EXTENTlON OF THE SOUTH LINE OF TRACT 18, HUN NOO'4O'24"E ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 331,58 FEET TO A POINT ON THE WESTERLY EXTENSION OF THE NORTH LINE OF TRACT 18, AS RECORDED IN AFORESAID PLAT BOOK I, ,CAGE 55, THENCE DEPARTING SAID EAST RIGHT OF WAY LINE RUN S89'58'24"E ALONG THE NORTH LINE OF TRACT 18, AS RECORDED IN AFORESAID PLAT, A DISTANCE OF 579,06 FEET TO A POINT PARALLEL WITH AND 125,00 FEET WEST OF THE EAST LINE OF SAID TRACT 18; THENCE DEPARTING SAID NORTH LINE OF TRACT IB, RUN SOO'09'33"W TO THE AFORESAID SOUTH LINE OF TRACT IB, A DISTANCE OF 331,51 FEET TO ThE POINT OF BEGINNING; CONTAINING 4.418 ACRES, MORE OR LESS. BINGHAM PARCEL "B" - CHATELAINE TRACT 17, THE EAST 125,00 FEET OF TRACT 18 AND A PORTION OF TRACT 32, ZEPHYRHILLS COLONY COMPANY LANDS; ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLOf/IDA, LYING IN SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS, BEGIN AT THE MOST NORTHEASTERLY CORNER OF LOT I, ZEPHYRHILLS SUPERCENTER-A REPLAT, RECORDED IN PLAT BOOK 42, PAGES 58 AND 59, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ALSO BEING A POINT ON THE WEST RIGHT-OF-WAY LINE OF U,S, 30HGALL BOULEVARD) (PER STATE OF FLORiDA STATE ROAD DEPARTMENT R/W MAP OF STATE ROAO 39 (US 30/J SECTION NO, 1405-2021; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN S90'oo'OO"E A DISTANCE OF 156.69 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 33,50 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90'00'00" A DISTANCE OF 52,62 FEET TO THE POINT OF TANGENCY, THENCE RUN NOO'oo'oo"E A DISTANCE OF 65.70 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT <<: THENCE RUN N89.S8'39"W ALONG SAID SOUTH LINE, A DISTANCE OF 370,36 FEET; THENCE RUN Noo'09'33"E PARALLEL WITH AND 125.00 FEET WEST OF THE EAST LINE OF TRACT 18, A OISTANCE OF 331,51 FEET TO mE NORTH LINE OF AFORESAID TRACT 18 THENCE DEPARTING SAID PARALLEL LINE, RUN S89'58'24"E ALONG SAID NORTH LINE, A DISTANCE OF 558,47 FEET TO A POINT ON THE AFORESAID WEST RIGHT OF WAY OF U,S, 30llGALL BOULEVARD I, ALSO BEING A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 38297,19 FEET AND A CHORD BEARING OF SOO'09'18"E; THENCE RUN SOUTHEASTERLY, ALONG SAID WEST RIGHT OF WAY LINE AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00'38'39", A DISTANCE OF 430,60 FEET TO THE POINT OF BEGINNING; CONTAINING 4.580 ACRES, MORE OR LESS. LESS: 85' ACOUISITION A PORTION OF TRACT fl,18 AND 19, LYING EAST OF THE ORIGINAL RIGHT OF WAY OF GREENSLOPE DRiVE, ZEPHYRHILLS COLONY COMPANY LANDS, ACCORDiNG TO THE MAP OR PLAT THEREOF AS r?ECOROED IN PLAT BOOK I, PAGE 55, SAID ORIGINAL RIGHT OF WAY VACATED PER OFFICIAL RECORDS BOOK 3763, PAGE 1308, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SAID TRACTS LYING iN SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST, BEING MORE PA8T1CULARLY DESCRIBED AS FOLLOWS, COMMENCE AT THE MOST NORTHEASTERLY CORNER OF LOT I, ZEPHYRHILLS SUPERCENTER-A REPLAT, RECORDED IN PLAT BOOK 42, PAGES 58 AND 59, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ALSO BEiNG A POINT ON THE WEST RiGHT-OF-WAY LINE OF U,S, 30llGALL BDlJLEVARDI (PER STATE OF r-LORIDA STATE ROAD DEPARTMENT R/W MAP OF STATE ROAD 39 IUS 30/J SECTION NO. 1405-202), POINT ALSO BEiNG A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 38297,19 FEET AND A CHORD BEARING OF NOO'09'18"W; THENCE RUN NORTHWESTERLY, ALONG SAID WEST RiGHT OF WAY LINE AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00'38'39", A DISTANCE OF 430.60 FEET TO A POINT ON THE NORTH LINE OF mE AFOREMENTIONED TRACT fl; THENCE DEPARTING SAID CURVE AND SAID WEST RIGHT OF WAY LINE RUN N89'58'24"W ALONG SAID NORTH LINE OF TRACT fl, A OISTANCE OF 299,86 FEET FOR A POINT OF BEGINNING; THENCE DEPARTING SAID NORTH LINE RUN Soo'02'24"W, A DISTANCE OF 85,00 FEET; THENCE RUN N89'58'24"W, A DISTANCE OF 133.79 FEET TD A POINT ON THE EAST LINE OF THE EAST 125.00 FEET OF THE AFOREMENTIONED TRACT 18, THENCE DEPARTING SAID EAST LINE OF TRACT 18, CONTINUE N89'58'24"W, A DISTANCE OF 646,43 FEET TO A POINT OF INTERSECTION WITH THE WEST LINE OF AFORESAID TRACT 18 AND THE EAST LINE OF THE AFOREMENTIONED ORIGINAL RIGHT OF WAY OF GREENSLOPE DRIVE, ZEPHYRHILLS COLONY COMPANY LANDS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 55, VACATED IN OFFICIAL RECORD BOOK 3763, PAGE 1308, OF. THE PUBLIC RECORDS OF PASCO COUNTY, THENCE DEPARTING SAID WEST LINE OF TRACT 18 AND SAID EAST RIGHT OF WAY LINE, CONTINUE N89'58'24"W A DISTANCE OF 30.00 FEET TO A POINT OF INTERSECTION WITH THE WEST LINE OF THE AFORESND VACATED RIGHT OF WAY OF GREENSLOPE DRIVE AND THE EAST LINE OF AFOREMENTIONED TRACT 19, OF ZEPHYRHILLS COLONY COMPANY LANOS, AS RECORDED IN PLAT BOOK I, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE DEPARTING SAID INTERSECTION CONTINUE N89'58'24"W A DISTANCE OF 28,40 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF GREENSLOPE DRIVE 15O? R/W I, PER OFFiCIAL ,qECORO BOOK 3763, PAGE 1514 OF THE PUBLIC RECORDS OF PASCO CDlJNTY, FLORIDA, THENCE RUN NOO'4O'24"E ALONG SAID EAST RiGHT OF WAY LINE A DISTANCE OF 85.00 FEET TO A POINT OF INTERSECTION WITH SAID EAST RiGHT OF WAY LINE AND mE NORTH LINE OF AFORESAID TRACT 19; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE RUN S89'58'24"E ALONG SAID NORTH LINE OF TRACT 19, A DISTANCE OF 28,40 FEET TO A POINT OF INTERSECTION OF THE AFORESAID WEST LINE OF THE VACATED RIGHT OF WAY OF GREENSLOPE DRIVE AND THE AFORESAID EAST LINE OF TRACT 19; THENCE DEPARTING SAID POINT OF INTERSECTiON CONTINUE S89'58'24"E A DISTANCE OF 29,23 FEET TO A POINT OF INTERSECTION WITH THE AFOREMENTIONED EAST LINE OF VACATED RIGHT OF WAY OF GREENSLOPE DRIVE AND THE AFOREMENTIONED WEST LINE OF TRACT 18, POINT ALSO BEING A POINT ON THE NORTH LiNE OF SAID TRACT 18; THENCE DEPARTING SAID POINT OF INTERSECTION CONTINUE S89'58'24"E ALONG SAID NORTH LINE OF TRACT 18, A DISTANCE OF 646.43 FEET TO A PDINT ON THE AFOREMENTIONED EAST LINE OF THE EAST 125.00 FEET OF TRACT 18; THENCE DEPARTING SAID EAST LINE OF THE EAST 125,00 FEET OF TRACT 18 AND THE NORTH LINE OF THE AFORESAID TRACT 18, CONTINUE S89'58'24"E ALONG THE AFOREMENTIONED NORTH LINE OF TRACT fl, A DISTANCE OF 133,61 FEET TO THE POINT OF BEGiNNING, CONTAINING THEREIN 1,63 ACRES MORE OR LESS LESS: MICROTEL PARCEL r A PORTION OF TRACT 17, ZEPHYRHILLS COLONY COMPANY LANDS; ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, LYING IN SECTION 34, TOWNSHIP 25 SOUTH, RANGE 2J EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE MOST NORTHEASTERLY CORNER OF LOT I, ZEPHYRHILLS SUPERCENTER-A REPLAT, RECORDEO IN PlAT BOOK 42, PAGES 58 AND 59, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ALSO BEING A POINT ON THE WEST RIGHT-OF-WAY LINE OF U,S, 301lGALL BOULEVARD 1 I PER STATE OF FLORIDA STATE ROAD DEPARTI.IENT ~ WW MAP OF STATE ROAD 39 IUS 30/) SECTION NO. 1405-202 I, ALSO BEING A POINT OF CURVATURE OF A NON- TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 38297,19 FEET AND A CHORD BEARING \ ruR~r:'7/kJGHT~E"c~~T~:L "f~1wgrft.LJz'~kg,N% g~~A~WO:IC:S~f6 F~1j '-f~% ~N~oJ:f ;:CBf~N~~&; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE ANO SAID CURVE RUN N89'5B'24"W A DISTANCE OF 299.51 FEET TO A POINT ON A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 45.50 FEET AND A CHORD BEARING OF NOJ'32'Q4"W, THENCE RUN NORTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 07'04'12", A ' DISTANCE OF 5.61 FEET TO THE POINT OF TANGENCY; THENCE RUN NOO'02'24"E A DISTANCE OF 169.70 FEET; , THENCE RUN S89'58'24"E, A DISTANCE OF 299.86 FEET, TO A POINT ON THE AFOREMENTIONED WEST ~ RIGHT-OF-WAY UNE OF U.s. JO/(GALL aOULEVARDJ (PER STATE OF FLORIDA STATE ROAD DEPARTMENT R/w ~ MAP OF STATE ROAD 39 IUS 3011 SECTION NO, 1405-Z021;ALSO BEING A POINT OF CURVATURE OF A NON- ~,>I ~ \ TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 38297.19 FEET AND A CHORD BEARING OF =- SOO.02'2J"W; THENCE RUN SOUTHWESTERLY ALONG SAID WEST RIGHT OF WAY LINE AND THE ARC OF '-V SAID CURVE, THROUGH A CENTRAL ANGLE OF OO'IS'44", A DISTANCE OF f?S,30 FEET TO THE POINT OF /y 8EGINNING. ~~\ CONTAINING THERErN 1.21 ACRES (52,553 SQUARE FEET), AfORE OR LESS, I-r- TOGETHEFI WITI-!: Ls if-- ~ ~ r AN INGRESS EGRESS EASEMENT OVER TRI1CT 17, ZEPHYRHILLS COLONY CDAfPANY LANDS; ACCORDING TO THE ,IIAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 55, PUBLiC RECORDS OF PASCO COUNTY, ~LORrDA" !....YING IN SECT/DN 34, T(lWN9iIP 2'i SOUTH. RANr.E 2IEA5T. MIJRE PARTICULARLY OEseR/FiEO AS FOLLOWS: CO.IWOiCE AT THE MOST NORTHEASTERLY CORNER OF LOT I, ZEPHYRHILLS SUPERCENTER-.4. REPLAT, RECORDED IN PLAT BooX 42, PAGES 58 AND 59, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ALSO BEING A PO//H ON THE wE.ST RIGHT-OF-WAY LINE OF U.S. 30J(GALL BOULEVARD) (PER STATE OF FLORIDA STATE ROAD DEPARTMENT R/W MAP OF STATE ROAD 39 IUS 3D!! SECTION NO, 1405-2021, THENCE DEPARTING SAID WEST RIGHT OF WAY LINE RUN N89'59'56"W ALONG THE NORTHERLY 80UNDARY LINE OF THE AFORESAID PLAT OF ZEPHYRHILLS SUPERCENTER-A REPLAT A DISTANCE OF 156,69 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 33.50 FEET AND A CHORD BEARING OF N45-00'OO"W; THENCE RUN NORTliWESTERLY AWNG THE ARC OF SAiD CURVE THROUGH A CENTRAL ANGLE OF 90.00'00", A DiSTANCE OF 52,62 FEET TO THE POINT OF TANGENCY; THENCE RUN NOO'37'34"W A OISTANCE OF 65.70 FEET FOR A POiNT OF BEGINNING: THENCE CONTINUE N89-S8'J9"W ALONG SAID NORTHERLY BOUNDARY UNE A DiSTANCE OF 24.28 FEET; THENCE DEPARTING SAID NORTHERLY 80UNDARY LINE OF ZEPHYRHILLS SUPERCENTER-A REPLAT RUN NOO.OI'IS"W A DISTANCE OF 10.64 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVED SOUTHWESTERLY HAVING A RADIUS OF 49.00 FEET AND A CHORD BEARING OF N22:36'S/"W; THENCE RUN NORTHWESTERLY ALONG TNE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45'1/'12", A DISTANCE OF 38,64 FEET TO THE POINT OF TANGENCY; THENCE RUN N49'14'21"W A DISTANCE OF 98.42 FEEr TO A F"OINT OF CURVATURE OF A CURVE CONCAVEO NORTHEASTERLY AND HAVING A RADiUS OF 66.69 FEET AND A c''10RD 8EARING OF N24-f7'31"W; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF 48-39'50", A DISTANCE OF 56.64 FEET TO THE POINT OF TANGENCY; THENCE RUN NCO.02'24"E A DiSTANCE OF f11.79 FEET; THENCE RUN S 89~58'24"E A DISTANCE OF 25.68 FEET; THENCE RUN SOO.02'24"W A DISTANCE OF /69.70 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVED NORTHEASTERLY h'AVING A RADIUS OF 45.50 FEET AND A CHORD BEARING OF S23444'09"E; THENCE RUN SOUTHEASTERLY ALONG THE A8C OF SAiD CURVE, THROUGN A CENTRAL ANGLE OF 47'28'20", A DISTANCEOF 37.70 FEET TO THE POINT Of" TANGENCY, THENCE RUN S48'46'27"E A DISTANCE OF 92.96 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVED SOUTHWESTE8LY HAVING A RADIUS OF 7S,OO FEET AND A CHORO BEARING OF S24'23'ZO"E; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 48'46'15", A DISTANCE OF 63.84 FEET TO THE POINT OF TANGENCY: THENCE RUN SOO'OI'IS"E A DISTANCE OF 10.64 FEET TO A POINT ON Tt:E AFOREMENTIONED NORTHERLY BOUNDARY LINE OF ZEPHYRfIJLLS SUPERCENTER~A REPLAT. FaiNT ALSO SEING THE POINT OF BEGINNING. CONTAfNfNG THEREIN 0.22 ACRES (9.544 SQUARE FEET ). MORE OR LESS. "- < lc.J ::,. ~ ':t: 6s ~ i:5 < '-.J d C,J lc.J ~ ~ I-- I-- ':t:a C!i C!i 0..< V) <( Cl it' a --.J k. :>.': f... < :::, a "-' () Ll V, 0.': C) =<:'" ~Sb ~ ~-.j "( -.jltJ ~ ltJU =<: r,G::: __ '-J"(G:::CQ G::: Q. C) . "( ~:::r::: Q.~ ~~ tJ "(:::r::: ~ :::r:::~ ~ ~~ "CJ =<:CQ - CQ :>- ~ a:: 0SS2 l.i...J::l::: --..JCl.. f--<::( h~ C) QCl.. :.:c::2:>- <::( ~ --..JQa:: . :.:c:: ::::, ~<::(V) ~:>- Ua:: .<::( <::(Q ,,~ 'C) <::(CQ h --..J <::( ~ V) ...j :::' :t: 0:: ),. ii: lc.J '" k. () >- f... G ~~ Ci::::: , ~ f~ l.._ ::, c V)lO ~ ~ ~ ~ Cl ... "" "" 4. '" C 1.."C QJ ~ QJ C c:i:: 'C3,C c: "-.J to, '" ":' co ~ ~ \i' '" is il: ...; ~ '" '" Cl ~ "" ~ "3 '" c: a l.l