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FLS2007-06028
F/__ 0 Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and . application are required to be collated, stapled, and folded into sets ❑ SUBMIT APPLICATION FEE $ 479 6 CASE #: /__z_5 r Q6�z - D�Wa RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 10 /25/2006) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Wal -Mart storeo Inc., Attn. Donald Draper MAILING ADDRESS: 2001 S.E. 10th Street Bentonville AR 72716 PHONE NUMBER: J�- 04-3145 CELL NUMBER: N/A PROPERTYOWNER(S): Wal –Mart Stores, Inc. RECEIVED List ALL owners on the deed _ PLANNING DEPARTMENT AGENT NAME: Timothy H. Powell, TSP Companies, Inc. CITY OFCLEARWATER MAILING ADDRESS: P-0. BOX 1016, Tampa FL 33601 PHONE NUMBER: R 1 ? n A–Q r;4 FAX NUMBER: 81 3 – 2 n 4 – A5.5A CELL NUMBER: 813- 220 -8682 E- MAILADDRESS: tspco @tampabay.rr.com PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECTNAME: Sam's Club - Store x/6429 STREET ADDRESS 2 5 7 5 Gulf to Bay Blvd.— PARCELNUMBER(S): 18/29/16/78608/000/001 PARCEL SIZE (acres): 17-619 LEGAL DESCRIPTION: Q__ I PROJECT VALUATION: $ 1 1. 7 00 . 0 0 0 PARCEL SIZE (square feet): 7 6 7, 4 9 4 of 1 less RD R/W in OR 14967/207€3 PROPOSED USE(S): ;L_�r s_Cl_ub DESCRIPTION OF REQUEST: reduction in the amount of parking spaces, reduction Specifically identify the request in stormwater retention areas, relocation and (include number of units or square footage of non - residential use and all maintenance of previous variance of landscape buffer, requested code deviations; e.g. and relocation of previously approved signage reduction in required number of parking spaces, specific use, etc.) Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENTrRIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES =_ J NO � (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ❑ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. SEE ATTACHED 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. SEE ATTACHE_ 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Ste£— ATT..EHED - 4. The proposed development is designed to minimize traffic congestion. 5- U— A -T5 CHED 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. •C.7'HE ATTACHED ORIGINAL RECEIVED JUN 08 2007 PLANNING DEPARTMENT Page 2 of 8 CITY OF CLEARWATER t i Prepared by and Return tot PINELLAS COUNTY FLA, ,ABC .:t'' M Urr.i;E�,Hh X910 pG VODD BERGER, ESQUIRE 250 W, Mouser & Wells, P.A. - P.0'. Box 20768 - ----.. St. _ Petersburg, .FL 33742 __. .. .114.11T 4_.22- 14211?1 Plc - - HAY .15, 1992 4 t 3OPM i "ROV WA$$8N'aL.I th P �0 THIS WARRANTY DEED made e�day of May, 1992, by __ANGEL PROPERTIES, a Florida General Partnership,. whose post office address is 20568 V.S. Highway 19 North, Clearwater, FL 34624, 'hereinafter called the grantor, to WAL -MART STORES., INC.,.a • Delaware corporation, whose post office address is 702 S.W. 8th Street, Bentonville, AR 72712, hereinafter cilled-the grantee; (Wherever used herein the terms "grantor" and "grantee" include all the parties-to this instrument and-the heirs, legal representatives and assigns of individuals, and the successors and s o assigns of corporations): E �• ,U_ 4 t j a •� N NN W WITHESSETH: That the grantor, far and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains,-sells,- aliens, remises, releases I.convoys and confirms unto the ,grantee, any right title or interest of Grantor in that certain land situate in Pinellas County, Florida, vizi SEE ATTACHED EXHIBIT 'A'. SUBJECT TO: covenants, restrictions and easements of record and taxes for the current year. Parcel 0 18/29/16/00000/410/0300 Parcel # 18/29/16/00000/410 /0100 Grantor's FE Number: 59- 1683476 Grantee's FE Number; 71- 0415188 TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simpl3; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of KARLECN Ft DERLAhER, CLERK RECORD VERIFIED DYiCEm Page 1 of Two Pages . .ORIGINAL RECEIVED JUN 0 8 2007 . •I t i PLANNING DEPARTMENT CITY OF CLEARWATER M - al-1 -persons -.whomsoever f - and- that sa encumbrances, except taxes accruing 1991. PINELLAS COUNTY F I.A, OTf� a REC. DK 7910 F'G id land is free of all - -� subsequent to December 311 •I __ .. t4 - IN WITNESS WHEREOF; the-said grantor -has signed and - _r__.�....,• -_ sealed •• the se- presonto the-day- •and• - year•• first -- above - •written. Signed, sealed and delivered in our presence: ~ Sign Print:, �j P-4 !i �s �l STAVE OF FLORIDA COUNTY OF PINELLAS ANGEL PROPERTIES, a Florida General Partn rship By: AMES TOWERS, SR. i General Partner The foregoing instrument was acknowledged before me this I!ILA2day of May, 1992, by JAMES TOWERS, SR., as General Partner of ANGEL PROPERTIES, a Florida general partnership, who is personally known to me and who did take an oath. WITNESS my hand and official seal in the County and Stat�as -t aforesaid. . . - RothrA Public ' My Co fission Ex ireo: ` KARFNMINI�ELL •ttt WCOMMssWo Ci IQU87 earmrst Maytip" Tax bills to: Wal -Mart Real Estate Department Attn: Debbie Hodges 701 S. Walton Blvd. Bentonville, AR 72716• -0480 ORIGINAL RECEIVED Page 2 of Two Pages JUN 08 201 PLANNING CITY Of ( ®Commonwealthb :Und Tlil9 In4urancn Company ('ouILTMIL No, 81+4 - 731845 rcl "ly HIP tb, UgU44 -; LEGAL DESCRIPTION -4li F- IN5LLAS COUNTY FLA o 0Fr . REC , VK 7910 PG 252 A PARCEI. OF •I.ANn I YiNe IN THE NORTHI -Alm 1/4 Or THE SAITH[�JL"3T 1/4 OF SECTION tE1, T(IW+>SIETP ?9 r"IT {, RANQE in EAST, PiNELLAS C(XINTY, FLORIDA, E ?FTN4 MORE PARTICULARLY Df3r:RI8F.D AS FOt.E.rif - CfMW.E AT THE NORTHE A.14T CORNER OF THE NORTHFA3T 1/4 OF THE SWnIWT 1/4 OF �SAii] RFCTICN 1RI Tg- F- -%'N84DEG.41' ?7 "W, ALONG THE NORTHERLY LINE OF SAID q.Wr•'EA3T 114, A maTANce or 100.01 FFF.TI TFIENCE 301OE0.03 *04 "W, A DISTANCE OF 937.1-3. FEET, 7n THE POINT OF 9EcGINNIN01 THENCE 3D10Eo.03104 "W, ALONG THE WESTERLY RIGHT' OF WAY LINE OF U.S. HT"AY 19 (STATE ROAD NUMBER rm),• A Di.liTAW,E OF 412,32 FEET; THFNCF DEPARTING -SAID W6STERi.Y RIGHT OF WAY LINE, N8.lKG.50'Pfl "W, A DISTANCE OF 13,00 FEETI THENCE SOJDEO.03104 "W, A DISTANCE OF 15.00 FFET; THENCE SBADE0,60'rWE, A DISTANCE OF 13,00 FEET TO SAID WFgTERLY RIflHT OF WAY LINE; THENCE :i010Eb.03'04 W, MONO SAID WESTERLY RIGHT OF WAY LINE, A DIi9TAKE OF 85.50 FEETI THEEM% CONTINUE ALONG SAID WEEST FiLY RiQ*'T OR WAY LINE, SDIpEf1.37'27 "W, A DISTANOF OF 04.49 FEET; THENCE DEPARTING SAID WF;TTPFH.Y RTr3ET nF WAY LINE, NRADFEO.41127 "W, A DISTANCE OF 13.00 FEET; THENCE ;101DF.9.37' ?7 "W, A nI3TANCE Of 13,nO FFFTI THENCE 3090EG.41'27 "E, A n13TANCE OF 13.nO FEET TO SAID WESTERLY RT(lHT OF WAY LINE; THENCE 301DEG.37127 "W, ALONG SAID W .ITFALY R1011T OF WAY LINE, A DISTANCE OF 1.90 FEET; THENCE NAgnFA,41'27 "W, A DISTANCE OF 77.9 .00 FFET TOT HE F&ITFRLY RIMT OF WAY LINO OF E1YPA.'t) nRiVCr nlr,•Nr,F NOMEG.03'04 "G, ALONG Elvin FA.'�TEERi..Y RIGHT OF WAY LiNP., A DISTANCE OF (1:19.03 i =EFT TO VF ?ft)tITHFRLY ri INDARY OF "THE RrGc -t4CY" A$ RCCOROR.D IN PLAT Ltc" Ar, PArjE 111, P IBLIC RFCORM OF SAID P1NELLa3 COUNTY; THENCE rJrPARTINn RATn EASTERLY RTrlHT OF WAY LINE, 369DR3.41127 "E, ALONG SAID . . 41(IIJTIIFAIY FM7LINnARY, A DISTANCE OF 10D.00 FEFT1 THtNGE NOiDIEG. 03104 "F , ALONG Vr; WITFRI,Y MRJDARY OF 3AIn "THE RE OCNCY" A DISTANCE OF 101.00 rEEF„T TO THE 3OLITF:HRLY RIGHT OF WAY LINE OF 0JLF TO DAY BOULEVARD (STATE ROAD Nl3M8ER 60)j T1110N)E Sp9neo.41'27 "R, ALONG SAID SWTHERLY RIWT OF WAY LINE:, A D114TANCEE OF 270.610 FEETI THENCE CONTINUE S83DEG.59'49"E, A DISTANCE OF 171.35 FEETI THENCE r,.r1NTINUF 379nFA.39'2O:F, A DI3TAKE OF 57.39 FEETI THFNrF CONTINbE 908000,13' 1A "F, A DISTANCE OF 42. R0 FEET; THENCE CONTINUE 344DEG.1715 "E, A nI.STW,F OF 4P.B0 FEETI THENCE CONTIMIE 329DF0.3445 "E, A DISTANCE OF 10.27 FEETI THEWW. CONTINUE 313DEG.02' 11 "E, A DISTANCE OF 40.41 FEET'r THENrr: r,VNTINtlF 8omm.17'39 "1;, A 013TANCE nF 50.04 FF.FT, TO THE POINT OF Rr- SINNING. E&MMENT PARCEI. A: TMF.T14EER with 14» eight nr msement for tl*A uyt+ of an under'gi,ound annitary pewt, as grantee.) try tIt•11 -Ity Eat{ement tkeW rw:orclwl In O.R. Book 3992 p5ge 79, Rtbllu Rputirds of P•Inelli+a Crxinl:y, Flcuricla, through LF* fullaw•1ng dwarlbod lmrj. aORiGINAL RECEIVED JUN 08 2007 PLANNING DEPARTMENT CITY OF CLEARWATER (O'COMM011weaithe , Lend Tllie in+tarence Company Cc3r1ro'ttmtaaat No. 814 -731M o:rio>ly i 1 iH Nil, M 290443 PINELLA5 COUNTY FLh, Of F MC . AK 7910 PG 353 p,~r�1.It�rinrty alrraia�llrutl as: A estr•ip trf land lylrru wlth•in a prrfiiur of Lha NE 1/4 of i:ix" SE 1/4 of Ss3t••IM 19 Tu#,Wlrlp 793 MaVe+ 106, maid AMP of iwdi burry 10,n0' in-wlrlth PAW lying al,Jrraent to INKI. NrjtrLhr:rly_ of .tttaa. fttlltlwitrp . .._._ _ ._ draer:r + }I:I+eI- 1.lert+r r.,rmMCr►aic rii -tlr N�.t;urttat_ �f- !'�>r,' ��- 1 / -4 tip t1w 3F. 1/4 of _ ` - -- �+►rld awl her 111 Ttwximi'ip 29 SR 1th RtMI, 10 ale>rg Lie East -AP.A. caeterina br Faelat 3ex1 run N.tl9deay.ti2'43 „ t a•Id 3tx,l Ittrr 16 a d•leatAIMM of 100.01 feat! t hatx:e S.01tieS1.D3104 "W„ 150.00 feet, Lea a 1xrint: ue LiW Westerly r'i9ht -cf -sway lI,* of U:3, Hlglewrey 191 0heM0 eatt•Iireiw S. Wag, 03'04 "W•, along aa'Id Wrt:+tarrly F. iyf+t -t3f --Sway 1 frr� 700.00 fRttl to n P.O.B. , i:1"tue N. BRdog.42'43 ". aco,on rest to ihr ixrint• I)f i.orminatitin all 'In P•Inc+llue CMIt'y, Flraridar. EASF.MFNT PARCEL iii AND tim right of emieifwt fnr rturfnuer WAIN!" flowage As granud iY Or =alnage pi.40aWIt Deeal rrtwdod 'in O.R. Owl' 39A? Ix+go 94, Public Rewords of P'InI111105 Ccxxrt.y, Flur -WA, cxito fire folleming deasrivitwd pai-vuls of latxh PARCEI. 9 -1: Re91n ++t i.}:r+ N+.ntl:lrr mt• unrner (If thm I4F 1/4 of the 3F 1/4 of Seartiaa 1A TornVIVip 293 Rahgr 10 E mid rem N.99da+y.42'43 "W., 100.01 fMt alurr,g tlV Font'- 4V�+aL cowtiker�l 1114 of Ra td 3enl ic0a 19, al�au t:lacr crartterl'1ne of State Road 00, to a point. rxa tiva Frstwte IM cif ON WwL right -or -wary 1.1ne: of U.3, Hiuhwt+y 1Sar t}et+rx;e "+.Ot:lt�c�.A9'n4 "W„ alurg eaa•1el Wr�+t r•fylit -of -way 1'ing and •itn oxt•enalut; 1093.21 rwt har the P.0.I1.a tlwtjeo t:a�l'intrP 3.01detq,03'04 "W, 200.(10 foot alt" ftattri west r•lght. -rif -way fine to a MIA an tlay North r'Igtrt- of-way line of Drtrld Rcxrtll tIVI Kw N.AOdery.2n'07 "W., 200.00 rest along uald North right-of-MY 1lrrea t.(rrnxeer N,nIJvq.03'n4 "F, 7.110.00 frxat•a IlrrrI':e 3.(19dey,20'07 "F., ?,00.00 rmt to tlw P.O.R. P-11101011 Cotarly, Flur•1dEl. AND PARCEL 04- f ir% at t1+e Nar,Mlaaett nonior of Lhea NF 114 of tirra .3E 1/4 of Sect- 01 18, Trrtwrr.+hip 293 R>rrr9e 10E, and rtar N.89dP9.d 9'43 "W., 100.01 feet a10119 the Fnsjr_VosL• amnt•rrl•tr:e or antd 9et:t•1cn 10, orlrrn LIxr uranter line of State Road 60 ttr a perint rxr. i}s+.Fxtetrta -Ion irf: the. We-0 r'1uh - of -wey 1•Mrr.of U.S. Higleway 191 ti+'rIce .3.nidpri.n3'04 "W,, aalrxey 9r•ie) 1�t• right -of -sway 1•ins and 'I A erxti9nhit7r+ poo,nn ffte+t fnr as P.O,e.t thence cont•firua ;.01deg.03'O4 "W., 243.1 feet al" nald West r- hilt: -of -twat' 1.11x91 thence N.R9dey,20'07 "W„ 200.00 feel: thme, 3.01deg.031i14 4W,-, MAO- faint. to-a point an I.Ixa Nw�lh right' -of -way 7'ltre3 Of Ibtit•1cI R(andt tlnae+cn N,89tleag.20'07 "W. , 339.91; raet along said North right -of -Way line"1 t1w.nue W. idog.03.'04 "E., 439.GG faatt tixaN 3,89009,42'03 "E„ 040,00 re+at to k1a P.A.P., Plnallaq Cexnty, Florida. ANT) PARCEL B -3: ORIGINAL RECEIVED JUN 08 2007 PLANNING DE.FARTMENT ..J CITY OF CLEARM ER ' r 'Comm anwaltlte ; = • W Land Title ImuranceCompeny F~xNELLAS COUNTY FL.A, OFF, REC.ON 7910 PO 2;4 - runn•Itr�rri� Hc9, 814- 73.1845 _. ._ . . _ _ _ .. . MynpritZy Film tk,. rfl,pgn4A3 - fhyln �t. Ur+ NuI�tIK!It!at rt�r►ter of tlr3 Nui-timst 1/4 of tla Saithmst 1/4 of _......_ftl -loin .18 TtyAwhlp 99-M itnetw. HE mid mn.K.A9cInp.42'43 "W., 100.01 feel; slatiy asst- Wind {'.eru�l �l_Itts of on -ld Smt Im 1Sj Ala the a+x,t� ine 0 Eltih+i �Nia�fi (in, Ina Ixrhtt on dw 'of {Tia+l t Ritjhl -i f-wt+y litic+�iif'U.:1: by a 1As itk!tx.P g.91c1�r�,A3'04 "W., r3cxty mid Wtal' r�'IUht- of-r+!'�Y 11►*, t+axl 1la extalmlon, 1993.21 feett to a r'bint ran I•Iim North right-of-my line of Druid ; AmKlt Ilwtue N.89r1ey.20'07 °W., 039.90 feet almy urld Nurrh right- of-"Y 7-Ine for the P.0.9, t tiffmip utxtit:•lnu* N.99day.70'07 %, 3:19.99 felt ald+n sold North � i�iyltl'M,f -►wy 11tiMI thrfoe N.01dHy.A;�'QA "F., 43R.OA fwit;j t'I�r!ttice � . :i.AMfNy.A ?'d'I'1:.,� 74t1.tltl fr>f+t j tlil'tisiy 489:611 fewt its tile P.O.A., P111011H:J r.uxtty, Florida. END OF LEGAL DESCRIPTION 4U2229-3 ECC 01 -15-92 1 4; Ui :11 01 OLD - RWIHG 1 ou DOC ; YNIPS 2 $361U 66, Uli TOTAL; Ull CHECK jj111', TENDEHkU; Q6,111'r.00 CHANGE: IWU. UIl t -1 ORIGINAL (RECEIVED JUN 08 2007 PLANNING DEPARTMENT 4 CITY OF CLEARWATER 0 0 D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 013.A) 1. The proposed development of the land will be in harmony with the scale, bulk, density and character of adjacent properties in which it is located as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.027 acres. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.027 acres. 3. The proposed development will not adversely affect the health or safety or persons residing or working the neighborhood of the proposed use as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.027 acres. 4. The proposed development is designed to minimize traffic congestion as the reduction in parking, stormwater retention, and relocated landscape buffer and signage is due to a DOT taking implementing the improvement of the existing adjacent transportation network. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.027 acres. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties as there will be no change to the scale and bulk of the existing development nor the hours operation. ORIGINAL RECEIVED ,SUN 08 2007 PLANNING DEPAKMENT CITY OF CLEARWATER • WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA- Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. SEE ATTACHED 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district SEE ATTACHED 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. SEE I -I T-A-C -IED 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. C! E— ATT-ACH -E- 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City s economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. SEE ATTACHED 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. SEE ATTACHED ORIGINAL, RECEIVED Page 3 of 8 JUN 08 ZU07 PLANNING DEPARMENT CITY OF CLEARWATER 0 0 WRITTEN SUBMITTAL REQUIREMENTS (Comprehensive Infill Redevelopment Project Criteria) 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district since the FDOT taking provides no other alternative that is more efficient and economically beneficial to FDOT and Wal -Mart other than the cure plan as proposed. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.0268 acres. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.0268 acres. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.0268 acres. 5. Objectives a., b., c. are complied with. 6. The request is justified based on demonstrated compliance with objectives: a., b., c., d., and e., as there will be no change to the scale and bulk of the existing development and an imperceptible change to the coverage, density and character of the existing development's parking lot due to the DOT taking of 1.0268 acres. ORIGINAL RECEIVED JUIN 0 8 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; • All adjacent streets and municipal storm systems; • Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. (As noted on Sheet 5 of 6, Notes 5 - 8) CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; (ORIGINAL DECEIVED .SUN 08 2007 Page 4 of 8 PLANNING DEPARTMENT CITY OF CLEARWATER G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 2O2.A) 0 SITE PLAN with the following information (not to exceed 24" x 36 "): X Index sheet referencing individual sheets included in package; North arrow; 1101 1W Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; All required setbacks; x All existing and proposed points of access; X All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including x description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X . Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas X and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening X (per Section 3- 201(D)(i) and Index #701); X Location of all landscape material; X Location of all onsite and offsite storm -water management facilities; X Location of all outdoor lighting fixtures; and _X__ Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: Land area in square feet and acres; x Number of EXISTING dwelling units; Number of PROPOSED dwelling units; X Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; X Building and structure heights; x Impermeable surface ratio (I.S.R.); and X Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 %X 11); EXISTING REQUIRED PROPOSED See Sheets 5 and 6 of -6 "Site Data" Table O FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: nia, One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; x All open space areas; X Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); X Streets and drives (dimensioned); x Building and structural setbacks (dimensioned); X Structural overhangs; 'ORIGINAL 08 1007 Page 5 of 8 �-t 1 v (JF CLEARWATER 0 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): w-K_ All existing and proposed structures; X Names of abutting streets; X Drainage and retention areas including swales, side slopes and bottom elevations; x Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all X existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and X percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); _X__ Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8'/: X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —with the following information; n/a All sides of all buildings; n�a Dimensioned; n Colors (provide one full sized set of colored elevations); Materials; nLa Sight visibility triangles; ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/2 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8' /z X 11) (color), if submitting Comprehensive Sign Program application. P�. IVED 9 ! 4 ��1"t 1007 Page 6 of 8 PLANNING DEPARTMENT CITY OF CLEARWATER • K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 - 562 -4750) I Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all adway legs and each turning movement at all intersections identified in the Scoping Meeting. raffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. 091910, with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ID Acknowledgement of fire flow calculationstwater study requirements (Applicant must initial one of the following): RECEFIVED Fire Flow Calculations/Water Study is included. 08 Zoo/ Fire Flow Calculations/Water Study is not required. PLANNING DEPARTME CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR ACWI VWIR'JIIATE CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. i n of� owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of '— A.D. 20 Of) — o me and /or by I , who is personally known has produced- as identification. otary public, `Nty t�lfl fission expires: ir�rriMd . R PATMIA A. PASTOW Nobxy PL4* - SMe of I N& Page 7 of 8 C.o wAsia►ExpiieaIM y31. Commission Il< W 5138,11 90MOed by Nat" Nodry AMtt. • N. 1. 2: I .AFFIDAVIT TO AUTHORIZE AGENT: ` Provide names of all property owners on deed - PRINT full names: A^Atx' Sia2ES TrX That (I amANe are) the owner(s) and record tltle holder(s) of the following described .property (address or general location): S4MS �iud G�,Z� ,ZS � - -ro e- .4 - �7uc ....._.. ___. yS _ ��vc� C i2w�ITE2 FL - _ � ............._.,� .�_.__.. That this property constitutes the property for which a request for a: (describe request) 3 37 6-J ri.Ex,v—e_ Di vEw nni:ttT S-rA�.J S I�S�o2nnwl. T-C-a 21 L40tD cgPIMCi 4. That the undersigned (has/have) appointed and (does/do) appoint: /1 l�ItlA( 51Mr✓ r'1✓SIM6 �SSoLiA-T - _.. ._. -� n.�...� 1�vvl0l ll fOW&L, TSP (-dMPAN 1CS as (histtheir) agents) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property:: ti. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; T: That (Uwe), the unde I ned authority, hereby certify that the foregoing is true and correct. ro Owner EM T- Property Owner _.._.. Property Owner ,Ab� T Property Owner - .- STATE OF,FLeRtm, A- P-, Av,st�s COUNTY ol:MN,ELLM p, -rZ /a (kjTlcr�r.�s AS Before by State me the undersigned, an officerduly commissioned the laws of the oW4edda, on this day of personally appeared, ! who having been first duty sworn Deposes and says. that he /she fully understands the contents of the affidavit that he/she signed. "NOTARY SEAL" ' SUZANNE ZAMASTIL. State of Arkansas, Benton County Pub tic Signature Notary eab��mmission Expires 11/1/2015 My Commission Expires: ._...,__,r.. 0RIGINX RECEIVED Pip 7 or7 "M 08 2007 PLANNING DEPARTMENT CITY OF CLEARWATER DELEGATION OF AUTHORITY I, Anthony L. Fuller, Senior Vice President of Wal -Mart Stores, Inc.; Wal -Mart Real Estate Business Trust; Wal -Mart Realty Company; Wal -Mart Property Company; Wal -Mart Stores Texas, LP; Wal -Mart Stores East, LP; Wal -Mart Louisiana, LLC; WSE Management, LLC ( "WSE "); Wal -Mart Stores East, Inc.; Sam's Real Estate Business Trust; Sam's East, Inc.; Sam's West, Inc.; Sam's Property Company and Sam's PW, Inc. (hereinafter collectively referred to as "the Company"), hereby delegate to: Donald R. Etheredge Sonya L. Webster Amber N. Murphy Barri L. Tulgetske Frances D. Coberly Timothy D. Carr Roy Covert Tracy M. Price Nicholas S. Goodner Matthew R. Powers Richard O. Kinnard John L. Thompson the authority to sign documents set forth in Exhibit A, attached hereto and incorporated herein, on behalf of the Company, in their respective capacity for the Company. This delegation is made pursuant to the following: Wal -Mart Stores, Inc. Article N, Section 3 of its by -laws Wal -Mart Real Estate Business Trust Article VII, Section 7 of its by -laws Wal -Mart Realty Company Article VII, Section 7 of its by -laws Wal -Mart Property Company Article VII, Section 7 of its by -laws Wal -Mart Stores Texas, LP Article 3, Section 3.3 of the WSE operating agreement Wal -Mart Stores East, LP Article 3, Section 3.3 of the WSE operating agreement Wal -Mart Louisiana, LLC Article III, Section 3.3 of its operating agreement WSE Management, LLC Article 3, Section 3.3 of its operating agreement Wal -Mart Stores East, Inc. Article VII, Section 7 of its by -laws Sam's Real Estate Business Trust Article VII, Section 7 of its by-laws Sam's East, Inc. Article VII, Section 7 of its by -laws Sam's West, Inc. Article VII, Section 7 of its by -laws Sam's Property Company Article VII, Section 7 of its by-laws Sam's PW, Inc. Article XI, Section 6 of its by -laws This delegation shall supersede and revoke any signature authority previously given to those persons set forth herein and shall also revoke any signature authority previously given to Jo Kaye Bandy, effective as of October 8, 2006. This delegation shall be effective as of October 8, 2006, and shall co 'tie until the earlier of February 1, 2007 or until revoked in writing. JL!Fuller M& Senior Vice President ORIGINAL, PECEIVE3 Subscribed and sworn before me this ? day of JOY 2006. J''A 0 8 2007 4, ,, 4� , PLANNING DEPARTMENT Notary Public z CITY OF CLEARWATER My commissio ices: ..�•� -RYA z 7/ If NOT AR public Apprrwe s `. .1f'ai t is only Sondra R. k',lgar, of l b [Notary Seal] DentonCcunw, stave Arka�saR y _..., -- p::cs , WAi. -MAR( i =''; t� DEPT. i'�y COMM,sion - - .. .r.•r...`.•e`�w Date: EXHIBIT A • Donald R. Etheredge as Senior Director of Fueling Station Development, Asset Management, and Realty Management: 1. Any documents related to transactions approved by the Fueling Station Development Deal Committee 2. Any documents related to the day -to -day management of open and closed stores 3. Any short-term contracts for services to be performed, including, but not limited to surveys and Phase I reports 4. Short-term (merchandise and remodel) warehouse leases for terms of up to and including one year 5. Vestibule leases, renewals, terminations and similar documents approved by Income Development Richard O. Kinnard as Senior Director of Realty Dispositions and Appraisal: 1. Any documents related to transactions approved by the Fueling Station Development Deal Committee 2. Any documents related to the day -to-day management of open and closed stores 3. Any short-term contracts for services to be performed, including, but not limited to surveys and Phase I reports Frances D Coberly as Director of Realty Management: 1. SNDA and Estoppel agreements 2. Easement/Right of Entry Agreements 3. License Agreements 4. ECR amendments approving outlot variations (i.e., height and building size, signage 5. Utility Easements 6. Lease Amendments setting term and/or square footage 7. Lease Addendum/Attachment A assigning locations 8. Standard closing documents (i.e. owners affidavits, noa- foreign status affidavits, etc.) 9. Short Form Memorandum 10. Short-term (merchandise and remodel) warehouse leases for terms of up to and including one year. Nicholas S. Goodner as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Short-term (merchandise and remodel) warehouse leases for terms of up to and including one year. John L. Thompson as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Short-term (merchandise and remodel) warehouse leases for terms of up to and including one year. Barri L. Tulgetske as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Short-term (merchandise and remodel) warehouse leases for terms of up to and including one year. ORIGIML PfiC51VFD JUN 08 2007 PLANNING DEPARTMENT Timothy D. Carr as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Short-term (merchandise and remodel) warehouse leases for terms of up to and including one year. Matthew R. Powers as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Short-term (merchandise and remodel) warehouse leases for terms ofup to and including one year. Tracy M. Price as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Short -term (merchandise and remodel) warehouse leases for terms of up to and including one year. Roy Covert as Senior Realty Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Any short -term contracts for services to be performed, including, but not limited to surveys and Phase I reports Soria L. Webster as Senior Asset Manager: 1. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5. Lease Addendum/Attachment A assigning locations 6. Utility Easements Amber N. Murphy as Senior Realty Manager: 1.. SNDA and Estoppel agreements 2. Right of Entry Agreements 3. Lease Amendments setting term and/or square footage 4. Short Form Memorandum 5, Lease Addendum/Attachment A assigning locations 6. Utility Easements 7. Affidavits 8. Any short -terra contracts for services to be performed, including, but not limited to surveys and Phase 1 reports 9. Any other documents for transactions that generally pertain to her office that have been approved by Wal -Mart Realty Deal Committee, Finance Committee, RETT Management Committee, or relate to sale lease back or substitution transactions ORIGIN 4 PEOEIVED 1071IN 08 2007 PLANNING DEPARTMENT CITY OF CLEARWATER II 1 u n Y n 1 e 1 1 n 1 u 0 a n 1 0 I e e 1 II Y N X 1 e 1 n n 1 n 1 e 1 I II 1 n 1 1 A 1 e 1 p II 1 011 1 e AIn LL..LL 1 n 1 II �tl 9 RETENTION AREA NOTES 1. A - uE,um n .,,OD,re,, N� :: Oxl, NESODN,ENE .�+ > °ROPOS<o 9rz •- NINroTENxors°c�av4°TUC Tw5 s2 PEAx Y n EEA "rnASSwA,Fi �aeuvr�rNasEro nmi�e'�ud°Inx aas Twasvm,T w:DE O.N. z. ¢ol iZO N, u'n l ON mrs 1. urt ,sMZO c snxc I.— av[n . .1 MCA PA.nd,wxo T- -T - TO DE aa.ao s ".u. u „w ONE cn :N.c rs Ea:io DO �.w 1 11 —C ION a'NOluvxo� M — DECOMT a II.. ,ND Y T-TED AT .1-1 5 p zss o,Kn -AN. - P.-I wuN,¢ SITA 1 .WD vwES ,N[ s. ALL NEw P,.EMENT - ,w - m C-DAN wm EP,°ND DxuxA¢ P,Trzw+i >. ,EE ° mE sTCS Is4ux EssExn,EE, ,w. sWE. I mE aamirATD`w THE I TNANVOTAnON (TOOT) x,s ,� D TO svumst sr TOWArzx MANA¢MENi xGro LOCAtN AD+ACENi m°qi . M,r�.. wLM4E wu ME ,IxATm Aw A,m - A” NCT I''OD,110: P50uw NE NAM,O 41 —T (sw,N u WT EvW m[�'sKW:.o�Pmm m aUMMI,c in AOADw , 0. — PARKING USE RFOUIREMENi RCDUIRED SPPGES PROVIDED 5"CG MESMER AND AS ATE, INC. NAS CONCLUDED THAT THE NUMBER 6 PARKING SPACE! UDED IN mnS PRW03D SITE PLAN IS ADEDUATE TO MEET THE NEEDS 6 — SAM'S — Cl Ll Of CLEAR 11111 R L1111116 DANA ODN w Doo SE. 15 Fr e sof --w z-- 1 L -, Y I J H I, 1 � n I y j 1 I 1 n I n Y I Y N I $ e o I g a o I n to I° SITE DATA _ BYPASS_ D_ RIVE_ 1 e>7 i i i -71 1 1 9F11 —11 F 6 I n j 1i t Sto I I I I I I 11 I i.n I Q I n I- I_I_I I_IJ_I I a I I nLLLI I I°n ILI_ L III 'i.i11 I I I I 14,y I I IRI I t✓ � a ilo I 911 , i I)l r•o ____ l$�--- _LI_III IQ IxI II 1_L ©I AD 1 `I ill /f,et, I I 1 ----- - - - - -- `0 1 Irrl -I „ Ixl III -I A It v .�ILLJ<jl_111_� 1• UIIoII�IIIII�I�I� 'r— == =1 - - -- r� r + Lr- 7- p; Ixl /fl l I.,A� IQI Ifi jj N 01 , A IILEE f1 I Ixl I I IV-f I Ix� IQI � � II �� I,a ■yl♦ �/ ?1�q Aeyly wyg I n ro t I I F'� �`i' i0a �;�T ai''i`I Q� IIL` -VI I IV-Y1 �1H y�" I ii II s° "— soO— so °— so "— so" k9 I'I Ski i l l l'fif -i 1 I, 1 11 n RI_I_I_ I_I_I -I 1 1_ E 111 5'11 n I �I d ��I� ; 7ri_ A' I' , n Ij' 11 SAM'S CLUB it A9 INxI STORE #6420' •= ^ �p " I I N '1 111 I I PI 1 1 I Ire I i1 I I- BUILDING TOTAL AREA = 138,296 +/- SF 1 1 1 1_1x1_1_,_1 1 1_I_I_I�1 1 1_ � 1111 41�I YA I 1 � ll �����I 1 - 111 I II 1 Y I n 1 1 1 1 I I I gym. m. I I I I it I I I II A e 11% -I 1 I 1 1 1 1 1 1 ` 1 n I 11 mI , {t �, II , e 9 I I I A 1 I I��I I I 7 8 1 n N g I_ U l l l l l l I I I I E/ I I I I I I .) Its r7 1 111 II y 1 j I I n 1 ig�� `I , I I I �1 I i 'I 11 I 1 +� I " - -r-e • -VI I II I I - I IIiII i I I II1 - j i 1 11 1 I u n 1 1 1 1 1 'i i 11 v n I I II 11_ 1 I I I I A 4 II 11 T I I 1 T I Y'f J *h a - -__ _� U 111 1 I�I 1 rare 1 L --- i--- 1� - i"?"� IV II n n_'® �Rtir m, -- n 1 I I Q 1 Y PROPOSED STORMWATER x 11 1 N ii 1 — It_____1111J' = nn 1 1 I __ g' MANAGEMENT FACILITY u n 1 1 I L - - - -T - ILy 1 1 U1 1� I �% PER FOOT PLANS I P e I I _ - (0 o W EQ J O0 N O I..I.. 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M BOTANICAL NAME COMMON NAME SPECIFICATIONS 32 OV Oue-ve Nr9lnlana LM Oar B/B, If - 14' eh, V - 6' apr., C dE.h. 1033 m Rophlaepl, tndka Indlo Hcr*thom 3 Salon, 1,C ht, 30' 0.4 0.11.01 Grade 'A' 8uedded C)preea Mulch Mulch to 3' depth Ell] i fnIIIIIIIIIIII(IIII f' IIII I_ I_ I_ I_ I_ I_ I_I_I I II II ( I I I I I I I I —��'� �- =M1 11 11Yt x �i V I I I c� I I i II III( I_1_I_I_I_I_I_I— if 11 II I I I I I I I I —� lU11IIIIIII t -- In I I I I I I I I -- IIII I I_I I_I I_I it II II I I I I I( lU) I I I I I I I I II II _ fill >✓c - . [ m�xAE `wzA'noN Nosm'oA�Pn �m a{di na�.W 9�T" STATE ROAD 55 - T - -�� -# (U.S. HIGHWAY 19) r- -rt + - -- 1 11 In II � II II ,U In {� m IIIIIUIIIIIIIII �U�IIIIIM it V I I I �1) 1111111 IILLIIInIIIIIIIILII I T I —I -111 II �f f f I if IIIIIIJIIIIIII 1 1 1 1 (1 1 1 1 1 1 1 1 I I I I I l U l l l l l l l IIIII(IIIIIIIIIyIII III , I I I I I I II I II II I I I II I I 'i ii �yll I II II �I II 11 II X11 iii ii 111 II I I I I I III II 11 C) II ¢ I �W �I if 11 J N/ 0m I�I I II II II�Q II II 11 m11 1�1 �I 11 Q 6 j1 ~ II II L if I i I I II��II II N- I ;I I I ji II I II I�- u i 1 11 I I II ,I - -x * —x — L� 11 II ,I POP r>Mw my �rrr*o w�t�w ONLY euAe P.Oa i R lol"eP c t�wl I- p00 <324]] Re9t -id V. -imer, P.E. Date: 61712W7 LANDSCAPE PLAN /32014 PLANNING & DEVELOPMENT September 24, 2010 Gregory R. Ripple, E.I. Creech Engineers, Inc. 729 S.E. Federal Highway Suite 222 Stuart, FL 34994 0 0 CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Development Order regarding case FLS2007 -06028 at 2575 Gulf to Bay Blvd. (Sam's Club) Dear Mr. Ripple: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On July 5, 2007, Development Review Committee (DRC) reviewed an application for Flexible Standard Development approval for a Florida Department of Transportation Cure Plan associated with improvements to the interchange of US Highway 19 and Gulf to Bay Blvd. resulting in site modifications to an existing retail sales and service use, in the Commercial. If—% Z-onin"' DistiiCt. TLic rc iieSt includes a re uctioil in tic nunlbcr Gf �aLnii> S avi iYuii7 4.22 t 1 Y K - r g p spaces per 1,000 sq. ft. GFA (584 spaces) to 4.08 spaces per 1,000 sq. ft. GFA. (564 spaces); relocation and maintenance of previously established landscape buffer; and relocation of previously approved signage. The DRC recommended approval of the application with the following bases: Bases for Approval: I . The proposal complies with the Flexible Standard Development criteria as per Section 2- 703.R. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3- 914.A. and 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above conditions. The approval is based on and must adhere to the application, site plan and perspectives dated received June 8, 2007 and . the revised site plan with support materials dated received September 9, 2010. Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Standard Development approval (September 24, 2011). All required certificates of 0 0 occupancy shall be obtained within two years of the date of issuance of the building permit. The building permit must be obtained within six months of the initial permit application. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Coordinator may approve an additional extension of time not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one -year period of validity after the original time extension. The Community Development Coordinator may approve an additional extension of time not to exceed on year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one -year period of the validity after the original extension. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to contact A. Scott Kurleman, Planner III at 727- 562 -4553 or via e -mail scott .kurleman@myclearwater.com. Sincerely, 1V11,G1121G1 Le1K, A1bGr Planning Director Kurleman, Scott From: Greg Ripple [gripple @creechinc.com] Sent: Thursday, May 27, 2010 3:40 PM To: Kurleman, Scott Cc: Crandall, Ellen Subject: RE: Thanks so much Scott. You both have been extremely helpful and it has been and hopefully will be a pleasure working with you in the future. I will keep everyone up to date which direction Sam's Club wants to go. Once again, thank you. Greg Ripple, E.I. Project Engineer Creech Engineers, Inc. grippte@creechinc.com From: Scott.Kurleman @myClearwater.com [ mailto: Scott.Kurleman @myClearwater.com] Sent: Thursday, May 27, 2010 3:36 PM To: Greg Ripple Cc: EIIen.Crandall @MyClearwater.com Subject: Mr. Gregory Ripple, To confirm our conversation on Tuesday May 25th, 2010: The property at 2575 Gulf to Bay has previously come through the Flexible Standard Development ,(F.LS.)Frocess,to develop a cure plan for the DOT road taking. This FLS (FLS2007- 06028) was approved, though never acted on;w;it.hin the;... one year time limit nor was an extension requested. Michael Del k, the Planning and Deve,lopment:Director.fe,lt .the ;delay,: . was due to rescheduling of the DOT project and that an extension was permissible. If you submit,plans.that reflect,the, same changes to the parking lot as those approved in FLS2007 -06028 we will issue another development.order indicating a new time limit. The Development Order will allow you to obtain a Building Permit to renovate the Sam's Club parking lot. Do not hesitate to contact Ellen or myself if you have further questions. A. Scott Kurleman City of Clearwater 100 5 Myrtle Ave Clearwater, FL 33756 - P 727 - 562 -4553 F 727 - 562 -4865 scott.kurleman @myclearwater.com Planner III, I5A Certified Arborist TO THE RECIPIENT (END USER) OF THIS INFORMATION: • This information, provided to you the end user either on magnetic media (i.e. computer discs, tapes, etc.), or by electronic means (i.e. email, internet, etc.) is supplied with no warranties, expressed or implied. Due to the fact that information transferred on magnetic or electronic media may be altered, revised, modified, or disrupted in a manner not in compliance or conformance with the consultant's intentions, guarantees regarding the usefulness, or accuracy of this information for any purpose are hereby waived by the recipient, his successors and /or assigns. The end user"�grees to accept all liability regarding the Of this information as supplied by our firm. • Unless otherwise authorized in writing by the Copyright owner, copying, duplicating, reselling, or distributing the contents of this information is NOT authorized. All rights reserved. • The only official depiction of this information is the original graphic drawing on file at our office or a valid signed and sealed copy. Under no circumstances will any other graphic or digital form of this information supercede it. • The information together with the concepts and designs presented herein provided by Creech Engineers Inc. has been produced and processed from both internal and external sources believed to be reliable. No warrants, expressed or implied, is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information. • Use of this information is voluntary and should be only be undertaken after an independent review. You should be aware that this information may be incomplete, may contain errors, and may have become dated. Again, please verify any information received from Creech Engineers Inc. prior to making any use of it. • Please retain this agreement for future reference. The receipt of the above information constitutes an acceptance of the terms and conditions for the use of this information as stated herein. N CI�/ILIZATION ENGINEEr?EID Jupiter . Melbourne • Stuart • Tallahassee Stuart Office 729 S.E. Federal Highway, Suite 222, Stuart, Florida 34994 (772) 283 -1413 Fax (772) 220 -7881 www.creechinc.com September 9, 2010 10040.00 Mr. Scott Kurleman Planner III City of Clearwater 100 S. Myrtle Ave. Clearwater, FL 33756 RE: SAM'S CLUB OF CLEARWATER Parking Lot Modifications — FDOT Widening Dear Mr. Kurleman: Sent Via: Hand - Delivery The purpose of this submittal is to reestablish the Development Order in regards to the FLS case #2007 -06028 for the Sam's Club of Clearwater. Minor modifications have been made to the original plans; these modifications include: concrete ramps with truncated domes along the west side of the property, walkway from Bypass Dr. to the front of the store, and additional information which shall provide clarity. The intent of the original plans completed by Mesimer & Associates still stands. Please see the enclosed (10 Sets) signed and sealed Construction Drawings and Survey. If you have any questions or comments, please feel free to contact me at our Stuart office, (772) 283 -1413. Sincerel Gregory R. Ripple, E.I. Project Engineer Creech Engineers, Inc. priople(cDcreechinc. corn Enclosures: Construction Drawings and Survey M:\2010 \10040.00 - Sam's Clearwatrer \Letters \10040.00 -Scott K- 090910.doc I fle,4) r, 0 0 Conditions Associated With FLS2007 -06028 2575 GULF TO BAY BLVD Engineering Condition Steve Doherty 562 -4773 06/25/2007 Prior to commencement of the construction activity proposed on the plans: Not Met 1. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkingwater /forms.htm http: / /www.dep. state. fl. us /water /drinkingwater /forms.htm 2. Sanitary sewer main proposed as remaining under new F.D.O.T. retention pond shall be relocated. A permit from the Florida Department of Environmental Protection shall be obtained prior to relocation. Storm Water Condition Phuong Vo 562 -4752 08/10/2007 The following shall be addressed prior to building permit. Not Met With the acceptance of the vertical wall facing the Right -Of -Way, the City requests that applicant to provide some public safety measures along the wall. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall resubmit all data and /or information as submitted for this application. Traffic Eng Condition Bennett Elbo 562 -4775 06/21/2007 1. Provide an accessible route from a building's accessible entrance to a public Not Met sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2. MET 8/13/2007 2. Place ADA standard truncated domes where sidewalk crosses the driveways. NOT MET 8/13/2007 - INSTALL AT S.R. 60 DRIVEWAY AND U.S. 19 DRIVEWAY. 3. Add a note that all regular parking spaces to be in white paint including wheel stops. MET 8/13/2007 All of the above to be addressed prior to a Development Order (D.O.). General Note(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application or other documentation providing additional or changed information. Print Date: 08/31/2007 Page 1 of 1 CaseConditons 0 PLANNING DEPARTMENT September 12, 2007 Timothy H. Powell TSP Companies, Inc. P.O. Box 1016 Tampa, FL 33601 -1016 ITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Development Order regarding case FLS2007 -06028 at 2575 Gulf to Bay Blvd. (Sam's Club) Dear Mr. Powell: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On July 5, 2007, Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for a Florida Department of Transportation Cure Plan associated with improvements to the interchange of US Highway 19 and Gulf to Bay Blvd. resulting in site modifications to an existing retail sales and service use, in the Commercial (C) Zoning District. The request includes a reduction in the number of parking spaces from 4.22 spaces per 1,000 sq. ft. GFA (584 spaces) to 4.08 spaces per 1,000 sq. ft. GFA (564 spaces); relocation and maintenance of previously established landscape buffer; and relocation of previously approved signage. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria as per Section 2- 703.R. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3- 913.A. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That a copy of an approved health permit for the installation of the domestic water main be submitted to Staff prior to the issuance of a building permit; 2. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. Forms available at http:// www. do. sta. te. fl. us/Nvater /dri.nkingwater, /form.htm. ; and FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. ,JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" September 12, 2007 TSP /Sam's Club - Page Two 3. Applicant provide for public safety on the stormwater vertical wall facing the Right -of -Way. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above conditions. The approval is based on and must adhere to the application, site plan and perspectives dated received June 8, 2007 and the revised site plan with support materials dated received August 9, 2007. Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (September 12, 2008). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. o Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Coordinator may approve an additional extension of time not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one -year period of validity after the original time extension. The Community Development Coordinator may approve an additional extension of time not to exceed on year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one -year period of the validity after the original extension. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to contact Neil Thompson, Development Review Manager at 727 -562 -4557 or via e-mail neil.thompson @myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning Department)C D BTlex Standard (FLS)Ilnactive or Finished Casesl6W to Bay 2575 -Sams Club (C) 07 -07 -07 DRC MI Gulf to Bay 2575 Development Order.doc TSP COMPANIES, INC. P.O. Box 1016 � Tampa, Florida 33601 -1016 (813) 204 -9554 Fax: (813) 204 -9558 email: tspco e,tampabUxr.com August 9, 2007 Mr. Neil Thompson Planning Department P.O. Box 4748 Clearwater, FL 33758 -4748 RE: CITY OF CLEARWATER FLEXIBLE DEVELOPMENT APPLICATION DRC CONDITIONS RESPONSES WAL -MART STORES, INC., STORE NO. 6420 - SAM'S CLUB 2575 GULF TO BAY BLVD, CLEARWATER, FL. Dear Neil: Please find attached responses to the DRC conditions to the Flexible Development Application for the Wal -Mart Stores, Inc.'s Sam's Club located at 2575 Gulf to Bay Blvd. As noted in the original submittal, the FDOT taking has already occurred; therefore, some of the enclosed material addressing the DRC comments has been supplied by DOT consultants. The enclosed materials include: - responses to Storm Water Conditions #'s 1 -4 as supplied by HNTB cover letter from HNTB's Daniel Lauricello, Project Engineer to DOT's Megan Arasteh, District Drainage Design, dated 08/06/07, and accompanying CD. - responses to Traffic Eng: Conditions #'s 1 -4 included on revised sheet 5 of 6, as prepared by Mesimer and Associates. - response to Zoning Condition as addressed in Mesimer and Associates correspondence dated August 9, 2007 providing an updated narrative reqarding adequacy of parking on site. ORIGINAL RECEIED .90r 0 1 W 0 L4NNING DpARTMEN Cgy OF CLEAR WAXER 0 Mr. Neil Thompson August 9, 2007 '14 Page 2 Once you have reviewed this additional documentation addressing the DRC conditions, please contact me as to the sufficiency of said responses. However, do not hesitate to contact me if you have any questions. Sincerely, Ti owell President the /HELINGER.SAM'S CLEARWATER c: Donald Draper, Wal -Mart James Helinger, Esquire ORIGINAL. RIVED AUG 0 9 2007 PONNING DEPAIrl VEr CITY OF CLERRMIER HNTB Corporation THE HNTB COMPANIES Engineers Architects Planners August 6, 2007 10 Highland Manor Drive Suite 140 Tampa, FL 33610 -9150 Telephone (813) 246-5527 Facsimile (813) 246-9377 www.hntb.com Ms. Megan Arasteh District Drainage Design Florida Department of Transportation District Seven 11201 N. McKinley Drive Tampa, Florida 33612 RE: US 19 (SR 55) FROM South of Seville Road to North of SR 60 FP I D 256881- 2 -32 -01 Ms. Arasteh: Pursuant to your request, we are providing a response to the Storm Water Conditions identified in the Conditions Associated with FLS2007 -06028 (2575 Gulf to Bay Blvd.) that was provided to us and originated from the City of Clearwater. The conditions with responses follow. The DVD that accompanies this letter contains the documents, in adobe (.pdf) format, that are referenced in the responses. Comment #1: "Provide a detailed drainage report, which includes, but is not limit to the following information: Stormwater narrative, soil report, 24 hours minimum drawdown table of the proposed pond based on a Double Ring Infiltrometer soil test. Drainage calculation shall clearly address the loss of volume in the existing pond, the loss of total impervious area, and the compenstate volume from the proposed pond." Response: The DVD contains the preliminary drainage design documentation as created and compiled for the Phase II milestone and the Preliminary (60 %) Roadway Soil Survey and Stormwater Management Facility report. The design documentation clearly addresses the loss of volume in the existing_ Sam's Club pond, the impervious area and the method of _ compensation. Please note that Double Ring Infiltrometer tests were not ordered or performed on the Sam's Club pond or on any of the proposed ponds that will be constructed with these roadway improvements. Double Ring Infiltrometer tests are routinely performed on dry storm water management facilities that are designed to retain storm water runoff and recover by infiltration. However, all of the ponds associated with these improvements are designed as wet ponds and will recover using a bleed -down orifice, not infiltration. ORIGINAL RECEIVED .. „ ?PQ7 J:\39460 \TECHPROD \Drainage \Response to Conditions Associated with FL52007- 06028\L,etter to Megan Arasteh (FDOT) 08 -- 03' �7, v Page 1 of 3 PLA-411NING DEPARTMEW CITY OF CLEAR"WEP �4 • �- Comment #2: "Is proposed pond designed for 50 -year event? If not, please show the positive outfall. Response: The Sam's Club pond has a positive outfall. In, the existing and proposed conditions, the Sam's Club pond is connected to a storm drain system that discharges to Tampa 'Bay. The Sam's Club pond was initially designed and permitted for the 25 -year event following Southwest Florida Water Management (SWFWMD) Criteria. For these improvements, the Sam's Club pond was included in a comprehensive system of storm drain and storm water management facilities that are model using the ICPR software and designed following FDOT Critical Duration (14 -86) criteria which includes analysis of the 3 -year through the 100 -year events of multiple durations. Please refer to the Design Documentation. Comment #3: "Show how runoff is directed to the proposed pond." Response: Stormwater runoff from the parking lot flows into the pond following the existing patterns. Please refer to the original Sam's Club permit, the letter modification to the Sam's Club permit and to the drainage maps included in the roadway plans set. Comment #4: "Existing pond is not in compliance with City of Clearwater criteria. Revise plan to show the existing pond has minimum 4:1 side slopes adjacent to the right -of -way and wet pond requirements." Response: The FDOT is mandated to acquire only the amount of land that is necessary for the project. The proposed improvements currently include a retaining wall adjacent to the Right -of -Way to minimize the encroachment into the pond and therefore minimize the amount of impact to the pond and the cost to the FDOT. If the retaining wall is eliminated and replaced with. a minimum 4:1 side slope, the amount of property that would need to be acquired from the parcel and converted to Right -of -Way would increase significantly and unnecessarily. Comment #5: "SWFWMD permit needs to be provided prior to any building permits." Response: The SWFWMD approval letters for both the US19 improvements (which includes the modification to the Sam's Club pond) and the modification to the original Sam's Club permit are included on the DVD. Please contact us if you have any question or comments. We can be reached at 813 -246- 5527 PRIGM RECEIVED F.. "1"7.? J:\ 39460 \TECHPROD\Drainage\Response to Conditions Associated with FLS2007- 06028Utter to Megan A%%'JfMt dpsi v �apv � to i� Page 2 of 3 CEO OFCLEO YVA'ER k"` Sincerely, HNTB CORPORATION Daniel Lauricello, P.E. Project Engineer cc: Bill Sullivan — FDOT Amy Neidringhaus — FDOT Tom Stoner — H. W. Lochner John (Jack) Box — H. W. Lochner 39460 -DS- 001 - 10.1.2 RPOINAL ,�Echv'CD ® 9 2007 DEPMAYIEW J:\ 39460 \TECHPROD\Drainage\Response to Conditions Associated with FLS2007- 06028 \Letter to Megan Ar as,-IP I007.doc Page 3 of 3 �4 August 9, 2007 Mr. Neil Thompson Development Review Manager City of Clearwater 100 S. Myrtle Avenue Clearwater, Florida 33756 Reference: Sam's Club Number 6420 2535 Gulf -to -Bay Boulevard Parking Utilization Study Our File Number: 05720.032 Dear Mr. Thompson: 0 Mesimer and Associates, Inc. undertook a parking study to ascertain parking lot usage as part of the eminent domain action by the FDOT for the above referenced property. Based upon our. study, a study prepared by Edwards Kelcey, April 2005, and based upon conversations with Sam's Club representatives, we find that the resulting number of spaces (561 spaces) is adequate for the existing use. If you have any questions or if I can provide any additional information, please do not hesitate to contact me. Very truly yours, MESMIER AND ASSOCIATES, INC. Reginald V Mesimer, P.E. President OWiNAL RECED AUG 0 9 2007 xc: James A. Helinger, Jr. PWNiN1M� DEPAMMEW Timothy Powell CITY OF CLR.R09e.T1? 1530 DR. MARTIN LUTHER KING JR. STREET NORTH • ST. PETERSBURG, FLORIDA 33704 (727) 894 -8589 • FAX (727) 898 -4937 0 6 LL CITY OF CLEARWATER ° Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM June 20, 2007 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2575 GULF TO BAY BLVD (FLS2007- 06028) To Surrounding Property Owners: As a property owner within 500 feet of 2575 GULF TO BAY BLVD, the City of Clearwater Planning Department gives notice that an application for FLDOT cure plan parking reduction. On July 05, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be July 05, 2007. The City encourages you to participate in the review of this application. You may contact me at 5624557 or for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on July 05, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Letter 0 f Notification - FLS2007 -06028 - 2575 GULF TO BAYBLVD sari. CITY OF CLEARWATER PLANNING DEHUMAI M d 1�_ TF�R;S' r"OMCE Box 4748 �� ®�,'EYs POS �... s�+� CL3 ARWATER, FLORIDA 35758- 4748 /% MF 4 u 02 1M $ 00.33 ! w( . 0004229492 JUN 26 2007 ir � X MAILED FROM ZIP CODE 33602 • ������� . =• DOUGHERTY, RICH OD RECEIVED _ DOUGHERTY, SEI ON B 20000 US HIGH WAY 19 N 4420 JUL 10 2007 CLEARWATE L33764-5087 PLANNING DEP CITYOF CLEAR R NIXIE :307 DA 1 00 07/05/07 RCTURN TO SENDER `NOT C9EL.11VE:RAE)L.E AS 'ADDRESSEE UNABLE TO FORWARD 9C: 33759474949 *2x74- 01099 -29 -IS k:F:ai�•t�:.i'.dr � v;.�:�.,s�T�s i„ fi,,, if�i�„ f, f, f, i„ f, .f „fi„�i,f��if��f„f „ii „i�i�i��i CITY OF CLEARWATER PLANNING DEmRTMENr /a. .! 30 d ® Pos-r OFFICE Box 4748 . � � ��s� dd `i �� PITNEY BOYVES CLEARWATER, FLORIDA 3375"748 02 9M $ 00.334 0004229492 JUN 26 2007 MAILED FROM ZIP CODE 33602 ' DAUGHERTY,VERNO W PH RECEIVES D 20000 US HIGHWA L 1 N LOT :JUL 0 3 2,00-7 608 CLEARWATER 33764 - 5083 PJANNING DEPARTMENT 'CITY OF CLEARWATER NIXIE 337 DE 1 00 06/23/07 ' RETURN TO SENDER INSUFFICIENT ADDRESS UNABLE TO FORWARD BC: 33759474940 X2474- 01655 -28 -22 .. '94748 CITY OF CLEARWATER c PLANNING DEmmmFAPP TEa;.° POST OITICE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED JUL 0 3 2007 T'3ANNING DEPARIMENT CITY OF CLFARWATER O'BRIEN, SHIRLEY O'BRIEN, JOHN P 2000 US HIGHW Y 19 N # 430 CLEARWATE L 33764 - ��� p% S nO- AP - PITNEY BOYVES Ou 02 1M $00-33 4 sal.- 0004229492 JUN 26 2007 LL MAILED FROM ZIPCODE 33602 NIXIE 33.7 L7D .1 00 06./29/07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD MC, 3375E+474$4$ *2474- 01106- 29 -22 "�✓i CITY OF CLEARWATER PL10MG DEPARTMENT ,grEaF° POST ONCE Box 4748 CLEARWATER, FLORIDA 33758 -4748 RECENED JUL 0 3 2007 PLANNING DEPARTMENT CITY OF CLEARWATER �` Q ; -I ® WTNEV BOVYES �' $ 00.334 r t 02 1M �t 0004229492 .SUN 26 2007 iz MAILED FROM ZIP CODE 33602 BORDEN, ERNESTA JR i BORDEN, GAIL 20000 US HIG 1 CLEAR`VAT. AY 19 N FL 33764 - 5094 NIXXE: 337 ICE 1% 00 06129/07 RaTURN TO SENDER NOT DELIVERADLE AS ADDRESSED UNABLE TO FORWARD DC: 33759474E-34i3 *2474- 01101 -29 -22 III I111 111111111011111111111H ol1111111111111,1111 .'"=• CITY OF CLEARWATER a PLANMNG DEPARTMENT r _ TE7i , Pos7 OFFICE Box 4748 8 � '® PITNEY BOWES CLEARWATER, FLORIDA 33758-4748 OV o2 $ >OQ.�34 t' . 0004229492 JUN26 2007 a,LL • MAILED FROM ZIP CODE 33602 .BOUCHARD; RE J n, f BOUCHA'D, M JORIE L RECEIVE® I CLEARWA EH FL 3764 -5067 'JUL 0 3 2007 PLANNING ®EPE N1XIE. 37 D1E .1 00 0$/20/07 � CRY OF CLEARWATRWATER R i :3 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD _. 6C: 3:3758474948 *2474-01100-29-22 kii-t �'' .•�: {'. 3 4$ ) �Il �llllllll, Il111111l fill 111111111111 ,ill1111111111111111111 �I 1 CITY OF CLEARWATER :a :�•° PLANNING DEPARTMENT �TEFF° POST ONCE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED JUL 0 c 2007 PLANNING ®EPARIMENT CnY OF CLEARWATER CONTI, MARIAN QUINTO, KAREN 20000 US HIGHV CLEARWATERIF . ® PITNEY BONES 02 1M $ 04.33 000 229492 JUN 26 2007 �.•. ' MAILED FROM ZIPGODE 33602 AY 19 N # 71.3 L 33764 - 5070 NIXIE 337 . DE I I . 00 .06129Y07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 33750474040 x2474 - 01099 -29 -22 \\ ) III Ili II►MITIIIIIJIIIIIII,II.►I111, I'd •�'`�i�; CITY OF CLEARWATER �popo% � PLANNING DEPARTMENT graF'• Posr OFFICE Box 4748 CLEARWATER, FLORIDA 3375"748 OV - 02 1M ® ®•334 N 0004229492 JUN 26 2007 IL U. MAILEDFROM ZIPCODE 33602 RILEY, PEGGY/ '20000 US HIG . WAY 19 N # 816 RECENNIFE® CLEARWAT R FL 33764 - 5081 JUL 0 r 2007 PLANNING DEPARTMENT CITY OF CLEARWATER N.IX Y E 337 De 1. 00 06/2.9/0'7 t RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD SC: 337SO474848 *2474 - 01099 -29 -22 448 1„I1,,,1 I, i,,, I, 1, I,1 „1„ 337. L.F'E I 807C 00 OIS129/07 RETURN TO SENDER MATTHEWS MOVED LEFT NO ADDRESS UNABLE TO FORWARO RETURN TO SENDER DC: 337S0474848 *2374-01095 -29-IS EAHPI.*4: CITY OF CLEARWATER PLANMG Dmhowm wri cl 3 ld POST oFmcE Box 4748 '0� MNEV BOMWES CLEARWATER, FLORIDA 33758-4748 00 t Ly .- co 4 1 02 1M $00-33 0004229492 JUN 26 2007 MAILED FROM ZIPCODE 33602 RECENED TTHEW OBERT W 4jM 20000 US HIGHWAY 19 N # 724 JUL o 6, 2007 CLEARWATER 5069 ARWATER FL 33764 pLMNINGIDEPAMMENT CITY OF CLEARWATER 337. L.F'E I 807C 00 OIS129/07 RETURN TO SENDER MATTHEWS MOVED LEFT NO ADDRESS UNABLE TO FORWARO RETURN TO SENDER DC: 337S0474848 *2374-01095 -29-IS EAHPI.*4: CITY OF CLEARWATER q. PLANmG DEPARTMENT „�TE�;F • POST OMCE Box 4748 CLEARWATER, FLORIDA 337'558-4748 RECE® 'JUL 0 3 2007 PLANMNG DEPAMMEW Crrf OF CLEARWATER 0 PROSSER, -ANNA E THE 20000 US HIGHWAY 19 N # 306 CLEARWATER FL 33764 - 5065 f } I a dt�474OL X 337 NF E . 1 5060 00 06-/ 253.! 07 FORWARD 71ME EXP R. TN TO SEND PROSSMR' ANNA E 1059 E LAKE RD DUNDEE NV 14837 -9787 RETURN TO SENDER I1,il „l il1111,1,1,l, 11111111111 ►1,1111,1),_,L1,1 „11 „)11,1„1 S PQ v�l F _ �•, • 70 l + �® PITNEY 110 7 - O� 021M 00.334 2 to 2; s 0004229492 JUN26 2007 • � MAILED FROM ZIPGODE 33602 PROSSER, -ANNA E THE 20000 US HIGHWAY 19 N # 306 CLEARWATER FL 33764 - 5065 f } I a dt�474OL X 337 NF E . 1 5060 00 06-/ 253.! 07 FORWARD 71ME EXP R. TN TO SEND PROSSMR' ANNA E 1059 E LAKE RD DUNDEE NV 14837 -9787 RETURN TO SENDER I1,il „l il1111,1,1,l, 11111111111 ►1,1111,1),_,L1,1 „11 „)11,1„1 CITY OF CLEARWATER •~i , �' PLANNMG DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 KXI Y ED JUL 0 3 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Ei -i�= I l•M i wN � ® � g M _� D,7NEY Bowes 0� 02 IM 0.334 12C 0004229492 JUN26 2007 MAILED FROM ZIPCODE 33602 f BEAN, JOH T A BEAN, BILv IE F 20000 US IGHWAY 19 N I CLEAR ATER FL 33764 - 5094 NIXIC 337 DE 1 00 06/29/07 RETURN TO SENDER INSUFFICIENT ADDRESS UNABLE Tb FORWARD BC: 3375947434a *2474 - 01656 -29 -22 748 LL CITY OF CLEARWATER o Irwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 Fti<� ' (727) 562 -4576 W W W.MYCLEARWATER.COM June 25, 2007 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 900 SPENCER AVE (FLS2007- 06029) To Surrounding Property Owners: As a property owner within 500 feet of 900 SPENCER AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to allow an accessory structure (garage /storage) in the Low Medium Density Residential (LMDR) District with and increase in the allowable square footage from 10% (444 sqft) to 24.8% (1103 sqft) under provisions of Section 3 -201.5 On July 05, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be July 05, 2007. The City encourages you to participate in the review of this application. You may contact me at 562 -4557 or for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial - evidence at, or prior to, the Development Review Committee meeting on July 05, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Z 4 Neil Thompson Development Review Manager I.P.1ter of Nntifirntinn - FLV007 -06029 - 900 SPFIVCF.R AVF, ='aim CITY OF CLEARWATER PIXiN NG DEPARTM m fli.tlo,R' Posy OmcE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVED • • 'JUL 0. 2007 pL4NNING DEPARTMENT CIiYOF CLEARWATER EIGENMANN, WARREN L EIGENMANN, BARBARA E 804 SPENCER AVE CLEARWATER FL 33756 - 4531 E.' 9 3 r 24748 NIXIE a37 CAE 1 bo 06/29/07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 03758474040 *2474- 07091 -29 -23 c:6&pO% WQ ® OV v now" $ 00.334 02 1M 0004229492 JUN 26 2007 MAILED FROM ZlPCODE 33602 as EIGENMANN, WARREN L EIGENMANN, BARBARA E 804 SPENCER AVE CLEARWATER FL 33756 - 4531 E.' 9 3 r 24748 NIXIE a37 CAE 1 bo 06/29/07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 03758474040 *2474- 07091 -29 -23 CITY OF CLEARWATER •, , �: PLANNING DEMRI'MEAPP POST OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 a RECEND JUL 0 g 2007 PLANNING DEPARTMENT CRY OF CLEARWATER �,... O F PITNEY BOWES ocg 00 $ 00.33 02 1M wN 0004229492 JUN 26 2007 bL MAILED FROM ZIP CODE 33602 t' STROUP, JOHN P 809 SPENCER AVE CLEARWATER FL 33756 - 4530 NIXIE 337 DE 1 00 05%29/07 RETURN TO SENDER NOT DELIWERADLE AS ADDRESSED UNADLE TO FORWARD SC: 33753474940 *2474- 07090 -29 -23 �rri�rrr��t�rlr�r�r� I�rl�rr�rr�� n r�r�rr��rr�rr�rr��rr�r�r�rl� File Edit Options Windov,+ Help V 2 Girl 121 A = Exit New Open T: -vk Li -.t OBE GIs Q,uer�� Select GIS Help Cancel BCP2006 -11531 CMP 2655 GULF TO BAY BLVD BIZ2003 -03086 CMP 2655 GULF TO BAY BLVD BIZ2004 -01366 CMP 2655 GULF TO BAY BLVD BIZ2006 -02228 ACT 2655 GULF TO BAY BLVD CD C2004 -02328 CMP 2655 GULF TO BAY BLVD CDC2006.00812 CMP 2655 GULF TO BAY BLVD OCL- 0011593 OB 2655 GULF TO BAY BLVD OCL- 0012097 OB 2655 GULF TO BAY BLVD OCL- 0012548 REN 2655 GULF TO BAY BLVD OCL- 0016088 REN 2655 GULF TO BAY BLVD OCL 020566 REN 2655 GULF TO BAY BLVD OC 12099 REN 2655 GULF TO BAY BLVD PNU2005 -02708 CMP 2655 GULF TO BAY BLVD SGN2003.01004 CMP 2655 GULF TO BAY BLVD TMP2004 -08005 CMP 2655 GULF TO BAY BLVD TMP2004 -08006 CMP 2655 GULF TO BAY BLVD TMP2005.01009 CMP 2655 GULF TO BAY BLVD TMP2006.01007 REC 2655 GULF TO BAY BLVD WTR2005.00015 CMP Activities 2655 GULF TO BAY BLVD RELOC,�TE a SPRINKLER HEADS Banner ATM Machine.- Costco optometrist and = optician= - no. ocl outdoor boat :.ale -no temp permit COSTCO WHOLESALE CLI COSTCO WHOLESALE CO CARDTRONICS DR ASHLEY M TA AND AS Semi; RV and van being, stored' in lot COSTCO JOB SSE ONLY SPAN CONSTRUCTION & I JOB SITE ONLY WACHTER NETWORK SE MV49105 expires'�2Ef07 COSTCO WHOLESALE CO atm CARDTRONICS LP KIOSK INSIDE COSTO CELL PHONE C-.LLIN`G PLANS - INVENTORY OF PHONES IS INCLUDED IN cWIRELESS ADVOCATES L OPTOMETRIST, SAE LICENSE #OPC 3934, EXP. 212EV09 DR. ASHLEY M TA & ASSC Overgrowth and debris along Seville Blvd COSTCO Comprehensive Sign Program (CSP) application, a,s part of a master signage Plan with an increa,s COSTCO (SEE SGN2002 -01 BOAT SALE COSTCO (1) 2XIC20TENT FOR'TEMIP RETAIL Sv`r. &120,'2004_0 8V21t20G -11. COSTCO i "2} Et,1P RET. IL S IC 07!2-Z,.12 00` OR 02200 =- 1(1 ) 20X20 GENT FOR TEhiP RETAIL S %1C. 1/31'05 COSTCO ONE TEN" 20 X 20 FOR TEMP SALES OF BOATS COSTCO li'Vatering during restricted hours. COSTCO CLWCoverSheet a •0 • 9 FLS2007 -06028 2575 GULF TO BAY BLVD SAM'S CLUB ATLAS # 299B ZONING: C LAND USE: CG RECEIVED: 06/07/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: I)RC: CDB: ORIGINAL RECEIVED JUN o MIENT IPr NINC7� E RWA o CII`l Of IN 0 0 °Clearwater Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: T.H. Powell, TSP Companies, Inc. DATE: 7/6/07 FAX: 813 - 204 -9558 TELEPHONE: FROM: Neil Thompson TELEPHONE: (727) 562 -4557 EMAIL: neil.thompson @myclearwater.com SUBJECT: Receipt MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): I S AIN ,tilrr � t Line Items: Receipt #: 1200700000000004997 Date: 06/07/2007 6/7/2007 4:32:46PM Case No Tran Code Description Revenue Account No Amount Paid FLS2007 -06028 03 Flex Std - Commercial 010- 341262 475.00 Line Item Total: Payments: $475.00 Method Payer Initials Check No Confirm No How Received Amount Paid Check TSP COMPANIES INC R D 4899 In Person 475.00 Payment Total: W►C,IW RECEIve) jt% t) 8 2001 V,L 'WIt�� I)vrog -We CIV OF c p R THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 $475.00 cReceipt.rpt C� I July 3, 2007 Mr. Neil Thompson Development Review Manager City of Clearwater 1.00 S. Myrtle Avenue Clearwater, Florida 33756 Reference: Sam's Club Number 6420 2535 Gulf -to -Bay Boulevard Parking Utilization Study Our File Number: 05720.032 Dear Mr. Thompson: • Mesimer and Associates, Inc. undertook a parking study to ascertain parking lot usage as part of the eminent domain action by the FDOT for the above referenced property. Based upon our study, a study prepared by Edwards Kelcey, April 2005, and based upon conversations with Sam's Club representatives, we find that the resulting number of spaces (564 spaces) is adequate for the existing use. If you have any questions or if I can provide any additional. information, please do not hesitate to contact me. Very truly yours, MESIMER AND ASSOCIATES, INC. Reginald V. Mesimer, P.E. President xc: James A. Helinger, Jr. Timothy Powell 1530 DR. MARTIN LUTHER KING JR. STREET NORTH • ST. PETERSBURG, FLORIDA 33704 (727) 894 -8589 • FAX (727) 898 -4937 • • Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: Timothy Powell, TSP Co., Inc FAX: 813- 204 -9558 FROM: Neil Thompson DATE: 7/2/07 TELEPHONE: TELEPHONE: (727) 562 -4557 EMAIL: neil.thompson @myclearwater.com SUBJECT: Sam's Club FLS case MESSAGE: Attached Conditions for 7/5/2007 DRC meeting. NUMBER OF SHEETS (INCLUDING THIS PAGE): wells lmm�� M Jul. 06 2007 11:20AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME! MODE •PAGES RESULT 01 98132049558 Jul.06 11:19AM 00'47 SND 01 DOCUMENT JAMMED TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY DING ' +' OR ,' i FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1- 800 - HELP -FRX C435- 73291. i i i Conditions Associated W110 ; FLS2007 -06028 2575 GULF To BAY BLVD Engineering Condition Steve Doherty 562 -4773 06/25/2007 Prior to commencement of work proposed on the plans: Not Met 1. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: www.dep. state. fl. us /water /drinkingwater / forms.htm http: / /www.dep.state.fl.us /water /drinkingwater /forms.htm 2. Provide dimensions for the driveway on Gulf to Bay and the northerly driveway on U.S. 19. 3. Sanitary sewer main proposed as remaining under new F.D.O.T. retention pond shall be relocated. A permit from the Florida Department of Environmental Protection shall be obtained prior to relocation. Environmental Condition No Issues. Not Met Fire Condition No Issues Not Met Land Resource Condition Rick Albee 727- 562 -4741 06/25/2007 No Issues. Not Met Parks & Recs Condition Debbie Reid 562 -4818 06/26/2007 No issues - reduction in parking spaces and stormwater retention. Not Met Storm Water Condition Phuong Vo 562 -4752 06/19/2007 The following shall be addressed prior to Development Order (D.O.) Not Met 1. Provide a detailed drainage report, which includes, but is not limit to the following information: Stormwater narrative, soil report, 24 hours minimum drawdown table of the proposed pond based on a Double Ring Infiltrometer soil test. Drainage calculation shall clearly address the loss of volume in the existing pond, the loss of total impervious area, and the compenstate volume from the proposed pond. 2. Is proposed pond designed for 50 -year event? If not, please show the positive outfall. 3. Show how runoff is directed to the proposed pond. 4. Existing pond now is not in compliance with City of Clearwater criteria. Revise plan to show the existing pond has minimum 4:1 side slope adjacent to the right -of -way and wet pond requirements. The following shall be addressed prior to issuance of building permit. SWFWMD permit needs to be provided prior to any building permits. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall resubmit all data and /or information as submitted for this application. Print Date: 07/02/2007 Page 1 of 2 CaseConditons • I FLS2007 -06026 2575 GULF TO BAY BLVD L.� Traffic Eng Condition Bennett Elbo 562 -4775 06/21/2007 1. Provide an accessible route from'a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2. 2. Place ADA standard truncated domes where sidewalk crosses the driveways. 3. Show dimensions of a typical drive aisle and parking stall which shall be to City .standards and show in more than one location on the site plan. 4. Add a note that all regular parking spaces to be in white paint including wheel stops. All of the above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior,to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Neil Thompson 562 -4557 07/02/1007 City has 2005 Edwards and Kelcey Parking study, provide update narrative regarding recent experience and adequacy of parking on site. Not Met Not Met CaseConditons Print Date: 07/02/2007 Page 2 of 2 i Jul. 02 2007 03:29PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE `PAGES RESULT 01 98132049558 Jul.02 03:28PM 01'11 SND 03 OK I i i TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING ' +' OR FOR FAX ADVANTAGE ASSISTANCE, PLEBE CALL 1 -800- HELP -FAX C435- 73291. I ' Clearwater June 12, 2007 Wal -Mart Stores Inc Attn Property Tax Dept Po Box 8050 Ms 05 Bentonville, Ar 72712 OCITY OF CLEtRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WW W.MYCLEARWATER.COM VIA FAX: No Fax RE: FLD2007 -06021 -- 2575 GULF TO BAY BLVD -- Letter of Incompleteness Dear Wal -Mart Stores Inc: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2007- 06021. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. page 1 proposed use enter retail sales and services 2. page 2 top box correct previously approved site plan modification FLS200412085 3. explain how comprehensive infill page 3 criteria 5 objectives are met 4. provide parking demand narrative to justify additional parking reduction Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by If you have any questions, please do not hesitate to contact me at 562 -4557 or. Sincerely yours, Neil Thompson Development Review Manager Letter of Incompleteness - FLD2007 -0602/ - 2575 GULF TO BAYBLVD Clearwater June 20, 2007 Wal- Mart Stores Inc Attn Property Tax Dept Po Box 8050 Ms 05 Bentonville, Ar 72712 • • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W. MYCLEARWATER. COM VIA FAX: No Fax RE: FLS2007 -06028 -- 2575 GULF TO BAY BLVD -- Letter of Completeness Dear Wal -Mart Stores Inc: The Planning Staff has entered your application into the Departm'ent's filing system and assigned the case number: FLS2007- 06028. After a preliminary review of the submitted documents, staff has. determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on July 05, 2007, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Tf van have anv nnestinns_ nteme sin not hesitate to contact me at 562 -4557 or Sincerely yours, Neil Thomason Development Review Manager nc i 1. llbox 15 oIN to °Clearwater I June 20, 2007 0 . 0 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2575 GULF TO BAY BLVD (FLS2007- 06028) To Surrounding Property Owners: As a property owner within 500 feet of 2575 GULF TO BAY BLVD, the City of Clearwater Planning Department gives notice that an application for FLDOT cure plan parking reduction. On July 05, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be July 05, 2007. The City encourages you to participate in the review of this application. You may contact me at 562 -4557 or for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on July 05, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within. seven days of the date of the Development Order. - - Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Neil Thompson Development Review Manager TSP COMPANIES, INC. P.O. Box 1016 Tampa, Florida 33601 -1016 (813) 204 -9554 Fax: (813) 204 -9558 email: tspcogtampabay.rr.com June 7, 2007 Mr. Neil Thompson Planning Department P.O. Box 4748 Clearwater, FL 33758 -4748 RE: CITY OF CLEARWATER FLEXIBLE DEVELOPMENT APPLICATION WAL -MART STORES, INC., STORE NO. 6420 - SAM'S CLUB 2575 GULF TO BAY BLVD, CLEARWATER, FL. Dear Neil: Please find attached the Flexible Development Application for the Wal -Mart Stores, Inc.'s Sam's Club located at 2575 Gulf to Bay Blvd. This submittal is necessitated due to a FDOT taking (FM# 4149981, S.R. 60, PARCEL 102) consisting of approximately 1.0268 +/- acres. This request is for: i) a reduction in the amount of parking spaces, ii) a reduction in the amount of stormwater retention area, iii) the relocation and maintenance of a previous variance of a landscape buffer, and iv) the relocation of previously approved signage. The FDOT taking has already occurred. Settlement of the outstanding issues and compensation paid by FDOT to Wal -Mart, as determined by mediation held on May 16, 2007, is contingent upon a submittal, review and approval of the attached Flexible Development Application. Once you have reviewed this application, please contact me as to the sufficiency of said application. Sincerely, % ell President the /HELINGER.SAM'S CLEARWATER c: Donald Draper, Wal -Mart James Helinger, Esquire ORIGINAL RECEIVED JUN 08 2007 PLANNING DEPARTMENT CITY OF CLEARWATER °Clearwater June 20, 2007 Wal -Mart Stores Inc Attn Property Tax Dept Po Box 8050 Ms 05 Bentonville, Ar 72712 CITY OF CLE*RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM VIA FAX: No Fax RE: FLS2007 -06028 -- 2575 GULF TO BAY BLVD -- Letter of Completeness Dear Wal -Mart Stores Inc : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2007- 06028. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on July 05, 2007, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562 -4557 or Sincerely yours, �EJMI Z Neil Thomason Development Review Manager Letter of Completeness - FLS2007 -06028 - 2575 GULF TO BAYBLVD 0 0 LL CITY ®F CIJEAR�VATER ° ClearWater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W .MYCLEARWATER. C OM June 20, 2007 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2575 GULF TO BAY BLVD (FLS2007- 06028) To Surrounding Property Owners: As a property owner within 500 feet of 2575 GULF TO BAY BLVD, the City of Clearwater Planning Department gives notice that an application for FLDOT cure plan parking reduction. On July 05, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be July 05, 2007. The City encourages you to participate in the review of this application. You may contact me at 562 -4557 or for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on July 05, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, W444 f4 -- Neil Thompson Development Review Manager Letter of Notification - FLS2007 -06028 - 2575 GULF TO BAYBLVD Conditions Associated With FLS2 0O7m06 028 : 1 +' 2575 GULF TO BAY BLVD Engineering Condition Steve Doherty 562 -4773 06/25/2007 Prior to commencement of work proposed on the plans: Not Met 1. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm http://www.dep.state.fl.us/water/drinkingwater/forms.htm 2. Provide dimensions for the driveway on Gulf to Bay and the northerly driveway on U.S. 19. 3. Sanitary sewer main proposed as remaining under new F.D.O.T. retention pond shall be relocated. A permit from the Florida Department of Environmental Protection shall be obtained prior to relocation. Environmental Condition No Issues. Not Met .Fire Condition No Issues Not Met Land Resource Condition Rick Albee 727- 562 -4741 06/25/2007 No Issues. Not Met Parks & Recs Condition Debbie Reid 562 -4818 06/26/2007 No issues - reduction in parking spaces and stormwater retention. Not Met Storm Water Condition Phuong Vo 562 -4752 06/19/2007 The following shall be addressed prior to Development Order (D.O.) Not Met 1. Provide a detailed drainage report, which includes, but is not limit to the following information: Stormwater narrative, soil report, 24 hours minimum drawdown table of the proposed pond based on a Double Ring Infiltrometer soil test. Drainage calculation shall clearly address the loss of volume in the existing pond, the loss of total impervious area, and the compenstate volume from the proposed pond. 2. Is proposed pond designed for 50 -year event? If not, please show the positive outfall. 3. Show how runoff is directed to the proposed pond. 4. Existing pond now is not in compliance with City of Clearwater criteria. Revise plan to show the existing pond has minimum 4:1 side slope adjacent to the right -of -way and wet pond requirements. The following shall be addressed prior to issuance of building permit. 5. SWFWMD permit needs to be provided prior to any building permits. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall resubmit all data and /or information as submitted for this application. Print Date: 07/02/2007 Page 1 of 2 CaseConditons a FLS2007 -06028 2575 GULF TO BAY BLVD Traffic Eng Condition Bennett Elbo 562 -4775 06/21/2007 1. Provide an accessible route from a building's accessible entrance to a public Not Met sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2. 2. Place ADA standard truncated domes where sidewalk crosses the driveways. 3. Show dimensions of a typical drive aisle and parking stall which shall be to City standards and show in more than one location on the site plan. 4. Add a note that all regular parking spaces to be in white paint including wheel stops. All of the above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Neil Thompson 562 -4557 07/02/1007 City has 2005 Edwards and Kelcey Parking study, provide update narrative regarding recent Not Met experience and adequacy of parking on site. Print Date: 07/02/2007 Page 2 of 2 CaseConditons `Clearwater 0 June 20, 2007 0 0 CITY'OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER,.FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2575 GULF TO BAY BLVD (FLS2007- 06028) To Surrounding Property Owners: As a property owner within 500 feet of 2575 GULF TO BAY BLVD, the City of Clearwater Planning Department gives notice that an application for FLDOT cure plan parking reduction. On July 05, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning. Director will issue a Development Order approving, approving. with conditions; or,denying the application. The earliest date that the City will make a decision on the application will be July 05, 2007. The City encourages you to participate in the review of this application. You may contact me at 562 -4557 or for further information, visit our office to review the files and/or submit written comments.to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director maybe initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on July 05, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Neil Thompson Development Review Manager Letter of Notification - FLS2007 -06028 - 2575 GULF TO BAYBLVD CITY OF CLEARWATER PLANNING DEPARTMENT ••.,grEaE�' Posr OFFicE Box 4748 CLEARWATER, FLORIDA 33758-4748 VELOPMENI. . p�NNING & CE SERVICES TER OF CLF� RW A �: i � 7.-•i h• f••.1.: f. PON IW,ty/l III Z ®7® F• Q ® PITNEY 410V W_% o - 02 III $ 00.334 aUJO 0004229492 JUN 25 2007 LL MAILED FROM ZIP CODE 33602 KHAMMAN IVO , MALINA 2496 DRUID CLEARWA 33764 - 6001 337 ESE 1 00 061,7. ey o 7- + RETURN TO SENDER NOT DELIVERABLE; AS ADDRESSED UNABLE 'TO FORWARD BC: 3375847.4948 *0601 - 01439 -26 -01 i �:�_���������� i„ ii,,, I: i�l► „i.l,i,i>;i„I „11:,,�i,i„11,,1 „1 „7.1„7.,1,1„1 CITY OF CLEARWATER N. �' = Q.• PLVMG DEPARIYaM �7EitE ° Pon OmcE Box 4748 CLEARWATER, FLORIDA 30758-4748 H D ECE- JUN 2 9 207 r�l i r1 J PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER DEVOL, DEVOL, 400ISLY CLEAR) 40SPQ % M prni[Y BOWES 02 1M � 00.334 wca 0004229492 JUN 25 2007 aE MA'ILEDFROMZIPCODE 33602 NNE : H L J A EC SAY # 209 [AT R FL 33767 - 2132 NIX'xE 337 5C 1 07 ' 08120/07 i RETURN TO SENDER NOT 0 L.IVERAMLE AS ADDRESSED UNABLE TO .FORWARD BC: 33758474840 *0601- 01417 - 266 -01 x. :3.7,53 @474 bill,,,ll,.l„ ►1,1,1,1„1„1 „11,,,1,1 „il,.,li,.1 „1f„1,1,1„I CITY OF CLEARWATER PLANNING DEPARTMENT gTERF' POST ONCE Box 4748 CLEARWATER, FLORIDA 337584748 V F JUN 2 9 2007 PLANNING & DEVELOPCJENT SERVICES � CITY OF CLEARWATER WADE, KENNTETH A 20000 US HIGHWAY 19 N # 207 CLEARWATER FL 33764 - 5082 ® PITiiEv BOWES y� 02 1M $ 00.33 u+c 0004229492 JUN 25 2007 MAILED FROM ZIPCODE 33602 •f"ORWAR D TIME EXP RTN TO SEND WADE, xI`NNETH :.�OSSO Lama HIGHWAV 19 N ART 716 TARPON SPIMS .F L :345£+9 -3901 RETURN TO SENDER F --� a PERKINS CLEARWATER LTD • 5275 EDINA INDUSTRIAL BLVD 205 EDINA MN 55439 - 2902 GREEK ORTHODOX CHURCH OF THE H 409 OLD COACHMAN RD CLEARWATER FL 33765 - 4410 CHHABRIA ENTERPRISES INC SINGH, SHANTIA 20788 US HIGHWAY 19 N CLEARWATER FL 33765 - 4436 COSTCO WHOLESALE CORP 999 LAKE DR ISSAQUAH WA 98027 - 8990 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 S & A FEE PROPERTIES SPE 2 20332 US HIGHWAY 19 N CLEARWATER FL 33764 - 5004 HELIKA PROPERTIES PO BOX 46677 ST PETE BEACH FL 33741 - 6677 SARATOGA INVESTMENT GROUP LLC 301 S MACDILL AVE TAMPA FL 33609 - 3286 CAREY, THOMAS W THE T & L TRUST 622 BYPASS DR STE 100 CLEARWATER FL 33764 - 5002 CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - 4900 • LOWES HOME CENTER INC PO BOX 1000 MOORESVILLE NC 28115 - 1000 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 CHHABRIA ENTERPRISES INC SINGH, SHANTIA 20788 US HIGHWAY 19 N CLEARWATER FL 33765 - 4436 ROYAL PASCO LLC 360 HARBOR PSE CLEARWATER FL 33767 - 1811 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 H D CLEARWATER PORTFOLIO 3625 DUFFERIN ST STE 500 DOWNSVIEW ON M3K 1N4 00030- CANADA SABROOKE TRUST JEFFREY SANDELMAN, TRUSTEE 185 NW SPANISH RIVER BLVD #100 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 CAREY, THOMAS W THE T & L TRUST 622 BYPASS DR STE 100 CLEARWATER FL 33764 - 5002 MENNA- PINELLAS LLC 2570 GULF TO BAY BLVD CLEARWATER FL 33765 - 4411 MENNA- PINELLAS LLC 38724 US HIGHWAY 19 N STE 100 TARPON SPRINGS FL 34689 - 3979 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 CLEARWATER PROF CENTER 600 BYPASS DR STE 219 CLEARWATER FL 33764 - 5075 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 KULACH, STANLEY KULACH,ANNA 330 HARBOR PSE CLEARWATER FL 33767 - SPITHOYANIS, MICHAEL SPITHOYANIS, EUGENIA 620 BYPASS DR CLEARWATER FL 33764 - 5024 CAREY, THOMAS W THE T & L LAND TRUST 622 BYPASS DR CLEARWATER FL 33764 - 5002 CAREY, THOMAS W THE CAREY, THOMAS W THE - CAREY, THOMAS W THE T & L LAND TRUST 622 BYPASS DR 622 BYPASS DR 622 BYPASS DR CLEARWATER FL 33764 - 5002 CLEARWATER FL 33764 - 5002. CLEARWATER FL 33764 - 5002 KHAMMANIVONG, MALINA 2496 DRUID RD CLEARWATER FL 33764 - 6001 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 KULACH, STANLEY KULACH,ANNA. 330 HARBOR PSE CLEARWATER FL 33767 - S GATE HMOWNS OWNERS ASSN INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 KOBKE, WILLIAM J JUDAVAR, EMMA B 20000 US HIGHWAY 19 N # 215 CLEARWATER FL 33764 - 5065 CAAMANO, LUIS A CAAMANO, GLENYTH A 20000 US HIGHWAY 19 N # 219 CLEARWATER FL 33764 - 5065 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 • GULF TO BAY HOLDINGS LLC • 901 N HERCULES AVE STE C CLEARWATER FL 33765 - 2031 KULACH, STANLEY KULACH,ANNA 330 HARBOR PSE CLEARWATER FL 33767 - S GATE HMOWNS OWNERS ASSN INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 S GATE HMOWNS OWNERS ASSN INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 WADE, KENNETH A 20000 US HIGHWAY 19 N # 207 CLEARWATER FL 33764 - 5082 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 ENGELBRECHT, JAMES W JR 20000 US HIGHWAY 19 N # 217 CLEARWATER FL 33764 - 5065 JONES, EARL G 20000 US HIGHWAY 19 N # 221 CLEARWATER FL 33764 - 5065 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 WAL -MART STORES INC 1301 SE 10TH ST BENTONVILLE AR 72716 - 0001 SARATOGA INVESTMENT GROUP LLC 301 S MACDILL AVE TAMPA FL 33609 - 3286 S GATE HMOWNS OWNERS ASSN INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARW:° TFR FL 33764 - 5094 WHITE, WILLIAM R WHITE, MARY M 20000 US HIGHWAY 19 N # 209 CLEARWATER FL 33764 - 5082 DAVIS, PAUL D DAVIS, VIRGINIA M 20000 US HIGHWAY 19 N # 213 CLEARWATER FL 33764 - 5065 DEVOL, KENNETH L DEVOL, JOANNE C 400 ISLAND WAY # 209 CLEARWATER FL 33767 - 2132 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 LEWIS, MARIE E THE 20000 US HIGHWAY 19 N # 227 CLEARWATER FL 33764 - 5065 OSWALD, PAUL G MICHAUD, CARL M SOUTH GATE HOME OWNERS 20000 US HIGHWAY 19 N # 229 MICHAUD, JANET L INC CLEARWATER FL 33764 - 5065 20000 US HIGHWAY 19 N # 230 20000 US HIGHWAY 19 N . CLEARWATER FL 33764 - 5065 CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 JASMIN, GUY 20000 US HIGHWAY 19 N # 307 CLEARWATER FL 33764 - 5065 GREEK ORTHODOX CHURCH OF THE H 409 OLD COACHMAN RD CLEARWATER FL 33765 - 4410 RAPPHAHN, HENRY E RAPPHAHN, RUTH C 14300 66TH ST N # 123 CLEARWATER FL 33764 - 7207 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 LUMPP, WALTER L THE LUMPP, MABLE D THE PO BOX 6790 RT 20N CHARLOTTESVILLE VA 22906 - 6790 BAXTER, JULIA A 20000 US HIGHWAY 19 N # 322 CLEARWATER FL 33764 - 5066 SMITH, DONELLA 20 -103 WILSON ST VICTORIA BC V9A 6X1 00030 - CANADA • SOUTH GATE HOMEOWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 GRANT, BERNARD J GRANT, MARGARET M 39 ELINOR AVE SCARBOROUGH ON MIR 3H1 00030- GREEK ORTHODOX CHURCH OF THE H 5200 BUFFINGTON RD ATLANTA GA 30349 - 2998 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SNEDEKER, ALBERT W SNEDEKER, HELEN P 20000 US HIGHWAY 19 N # 314 CLEARWATER FL 33764 - 5066 TALLMAN, ERMA A REAGAN, MARCIA E 20000 US HIGHWAY 19 N # 317 CLEARWATER FL 33764 - 5066 BROWN, ALLISON W 20000 US HWY 19 N # 320 CLEARWATER FL 33764 - 5066 CATANESE, JOSEPH F CATANESE, LUISA 20000 US HIGHWAY 19 N # 323 CLEARWATER FL 33764 - 5066 SWAN, JAMES F SWAN, JEANETTE T 20000 US HIGHWAY 19 N # 326 CLEARWATER FL 33764 - 5066 • PROSSER, ANNA E THE 20000 US HIGHWAY 19 N # 306 CLEARWATER FL 33764 - 5065 G- T -13-19 PARTNERSHIP 2560 GULF TO BAY BLVD STE 300 CLEARWATER FL 33765 - 4435 NASH, FREDERICK R NASH, MARJORIE P 20000 US HIGHWAY 19 N # 309 CLEARWATER FL 33764 - 5065 THOMPSON, VELMA E 20000 US HIGHWAY 19 N # 312 CLEARWATER FL 33764 - 5066 BURNS, WILLIAM F BURNS, SHERLIE M 20000 US HIGHWAY 19 N # 315 CLEARWATER FL 33764 - 5066 MC GOWN, GARY L MC GOWN, VICKI L 20000 US HIGHWAY 19 N # 318 CLEARWATER FL 33764 - 5066 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 BAKER, NORMAN A BAKER, FRANCES E 4 WOODLAND CRESCENT RR 1 BARRIE ON L4M 4Y8 00030 - CANADA HENSLEY, ALFRED D HENSLEY, GLYNDA L 11708 MANOR LAKE DR INDEPENDENCE KY 41051 - 9715 SOUTH GATE HOME OWNERS LUCKETT, ANN D AREL, GEORGE R INC 20000 US HIGHWAY 19 N # 330 AREL, MURIEL T 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5087 20000 US HIGHWAY 19 N # 401 CLEARWATER FL 33764 - 5094 CLEARWATER FL 33764 - 5087 t; 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SOVA, JOAN 908 JANETTE ST NEWMARKET ON L3Y 5K2 00030- 0 REINERT, JOHNNY L REINERT, JUDITH A 3787 MEADOWLARK LN CINCINNATI OH 45227 - 3527 WITHROW, ROBERT L WITHROW, GARNET R 112 WOODSIDE DR WASHINGTON PA 15301 - 3034 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 S GATE HOME OWNERS ASSN INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 VECHT,DONNY VECHT, DAISY 59 JOSEPH RD FRAMINGHAM MA 01701 - 7638 MARINO, JAMES D MARINO, JOAN E 20000 US HIGHWAY 19 N # 707 CLEARWATER FL 33764 - 5070 DAVENPORT, MARK 20000 US HIGHWAY 19 N # 710 CLEARWATER FL 33764 - 5070 CONTI, MARIAN L QUINTO, KAREN L 20000 US HIGHWAY 19 N # 713 CLEARWATER FL 33764 - 5070 HOGGATT, RUTH E THE 5306 TAMARACK TRL GREENVILLE OH 45331 - 9339 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 THURLOW, DANA D THURLOW, GEORGIA E 15 BLAKE ST BREWER ME 04412 - 2021 BEAN, JOHN A BEAN, BILLIE F 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTHGATE HOME OWNERS 20000 US HIGHWAY 19 N # 809 CLEARWATER FL 33764 - 5072 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 LEWIS, LEON J LEWIS, JEAN R PO BOX 285 ANDOVER ME 04216 - 0285 TARDIFF, JOHN L TARDIFF, JUNE L 20000 US HIGHWAY 19 N # 714 CLEARWATER FL 33764 - 5070 LO GALBO, DOMINIC A LO GALBO, DOROTHY M 8531 CREEKSIDE DR SAGAMORE HILLS OH 44067 - 1879 WEIMER, JAMES S WEIMER, BARBARA 195 BONAR AVE WAYNESBURG PA 15370 - 1603 SIBIT, BERNIECE L LO GALBO, JOE D 20000 US HIGHWAY 19 N # 626 CLEARWATER FL 33764 - 5068 GODFREY, JUDITH A 9 ORANGE PIPPIN RD SANDY HOOK CT 06482 - 1433 SNYDER, STANLEY B 20000 US HIGHWAY 19 N # 703 CLEARWATER FL 33764 - 5070 POINTNER, EILEEN A TRUST 1015 LEXINGTON ST WHEATON IL 60187 - 3846 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 S GATE HMOWNS OWNERS ASSN INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 TALCOTT, GEORGE A SOUTH GATE HOME OWNERS SOUTH GATE HOME OWNERS 20000 US HIGHWAY 19 N # 716 INC INC CLEARWATER FL 33764 - 5069 20000 US HIGHWAY 19 N 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 CLEARWATER FL 33764 - 5094 li SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 KLAUSE, EDWARD J KLAUSE, DOLORES J 20000 US HIGHWAY 19 N # 722 CLEARWATER FL 33764 - 5069 HARRELL, GLENN R HARRELL, ,CAROLYN P 1558 BELLEAIR LN CLEARWATER FL 33764 - 2562 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 COLEMAN, BEVERLY J 20000 US HIGHWAY 19 N # 804 CLEARWATER FL 33764 - 5081 REESE, HARRY A . REESE, FRANCES E 3 WEAVER RUN RD WASHINGTON PP 15301 - 6465 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 RILEY, JOHN MICHAEL RILEY, CAROL ANN 20000 US HIGHWAY 19 N # 819 CLEARWATER FL 33764 - 5081 • SOUTH GATE HOME OWNERS • INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 MC CARTHY, GERALD J MC CARTHY, F PATRICIA 20000 US HIGHWAY 19 N # 723 CLEARWATER FL 33764 - 5069 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 MAC LEOD, JOHN A 20000 US HWY 19 N # 729 CLEARWATER FL 33764 - 5069 HASHAGEN, LOUIS W 20000 US HIGHWAY 19 N # 802 CLEARWATER FL 33764 - 5081 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 THERIAULT, JOHN L THERIAULT, MARILYN J 20000 US HIGHWAY 19 N # 812 CLEARWATER FL 33764 - 5081 RILEY, PEGGY C 20000 US HIGHWAY 19 N # 816 CLEARWATER FL 33764 - 5081 MC CLURE, LEE R MC CLURE, EDWINA H 20000 US HIGHWAY 19 N # 820 CLEARWATER FL 33764 - 5081 PERRY, JOSEPH W PERRY, BARBARA A 20000 US HWY 19 N #721 CLEARWATER FL 33764 - 5069 MATTHEWS, ROBERT W 20000 US HIGHWAY 19 N # 724 CLEARWATER FL 33764 - 5069 BUTLER, RUTH T 20000 US HIGHWAY 19 N # 727 CLEARWATER FL 33764 - 5069 DUPUIS, ANTHONY J 20000 US HIGHWAY 19 N # 730 CLEARWATER FL 33764 - 5069 KERCHNER, SARAH 20000 US HIGHWAY 19 N # 803 CLEARWATER FL 33764 - 5081 KRICK, HAROLD H KRICK, ESTHER M 20000 US HIGHWAY 19 N # 808 CLEARWATER FL 33764 - 5081 THERIAULT, NORMAN THERIAULT, GLORIA A 20000 ,US HIGHWAY 19 N # 814 CLEARWATER FL 33764 - 5081 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 DRISH, JOAN 20000 US HIGHWAY 19 N # 821 CLEARWATER FL 33764 - 5081 SOUTH GATE HOME OWNERS SUTTON, ROBERT L SOUTH GATE HOME OWNERS INC 7942 HEARTHSTONE WAY INC 20000 US HIGHWAY 19 N INDIANAPOLIS IN 46227 - 8162 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 CLEARWATER FL 33764 - 5094 x • SOUTH GATE HOME OWNERS POWERS, PATRICIA A FRENCH, JAMES J INC 20000 US HIGHWAY 19 N # 826 GOLEIN, ALICE J 20000 US HIGHWAY 19 N # OFC CLEARWATER FL 33764 - 5001 PO BOX 404 CLEARWATER FL 33764 - 5094 BEECH GROVE IN 46107 - 0404 EVANS, NANCYANN C SOUTH GATE HOME OWNERS POST, NORMA 20000 US HWY 19 N # 828 INC 468 KISSEL AVE CLEARWATER FL 33764 - 5001 20000 US HIGHWAY 19 N STATEN ISLAND NY 10301 - CLEARWATER FL 33764 - 5094 2629 FLS2007 -06028 Clearwater Neighborhood Coalition - N Thompson Planning Manager\ Pres. Joe Evich Walmart / Sam's Club PO Box 8204 - Clearwater, FL 33758 .................. ........ 12 ............... DEVELOPER - WAL -MART STORES, INC. 2001 S.E. IOTH STREET, DEPT. # 9635 BENTONVILLE, ARKANSAS 72716 -0550 (479) 204 -2923 PHONE PROPOSED MODIFICATIONS FOR 44%llAvi!E; 2575 GULF -TO -BAY BOULEVARD CLEARWATER PINELLAS COUNTY, FLORIDA SITE LOCATION MAP NOT TO SCALE SHEET INDEX 1. 2. ES -1 3. 4. C -1 5. C -2 6. C -3 7. C -4 8. C -5 9. C -6 LS 2co7--o, ode C C� M C3 � `. COVER SHEET EROSION AND SEDIMENTATION CONTROL PLAN / SITE MAP BOUNDARY AND LOCATION SURVEY OVERALL SITE DEVELOPMENT PLAN DETAILED SITE DEVELOPMENT PLAN EXISTING LANDSCAPE INVENTORY PLAN PROPOSED LANDSCAPE PLAN GENERAL NOTES AND DETAILS GENERAL NOTES AND DETAILS SITE PLAN ,APPROVED CASE # CASE TYPE DRC DATE CDB DATE SIGNATURE DATE ra r 0 :, rri'9 - k� 2N i CI N/1 L.I ZATI OIV EIV GI IV EEFR => 729 S.E. FEDERAL HIGHWAY, SUITE 222, STUART, FL. 34994 OFFICES ALSO IN JUPITER, MELBOURNE AND TALLAHASSEE FL. BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NUMBER 5139 PROFESSIONAL SURVEYORS AND MAPPERS, AMENDED CERTIFICATE NO. LB- 0006705 JOB NO. - 10040.00 SAM'S CLUB STORE # 6420 ,/ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SnN - _ srra r 5; ^rJ -- fig SAN S ?N - - - - -- _°P.N - - - -- StN --- - - - - -- LIMITS OF DISTURBANCE I �I M - - - - - WM - - - - -WM - - - - -WM ----- WM _e?___Wp.t ___ -- ,,�• LIMITS OF DISTURBANCE k- V 437.97 - -W I i -- `- - W h1 - - - W _ _ �--A= .> �. a �- -. -_- - - -- - - - - - N 01 °03'04" E $00,00' DESC -- - - - — - - �`��'1 - - - - - Whl - - - - - 1•JP'1 - - - `iP1 - - - - `';' - - '.•if" - - - - 'Y!P v A_� __= _- ��----- - - - - -= -- -_�__— - - - - - -- 1 -- - - -wr? -- - - -Wr1 --- - -�•JM ---- 0 -1';_ -- - - - -- --- -__ - -_ - -__- -_ -_ -_ - - -- - - -- - _ - ® I _ i Pr — a -__ _ _ _ LD �� 1 s� -1 I! -'� -I -! - -I - 1. INSTALL SILT FENCE , RETENTION AREA r l� i\.\ Il I - - - I `D t (� �'% ;� r- I I I I -! - -I- 14 - -- - - - -= /lJ I i I I I I I I I I r 1 t 1 ^I``i 4 _ _! 1 1 1 1 1- I II III ,;\ AS CONSTRUCTION DICTATES c t � - -t--1- I - �-- --i-�- �� , 1 J,) i .j A, �� �; i I--r -1 I t�-i -�i ► t_ -- I j ► , I - I - „_� : � -- — �� _ U I( CD ' - f !! �'-- `D - LD ( LIMITS OF DISTURBANCE 2. REMOVE EXISTING CONCRETE, ! I TOP OF BAN1< /, - { PAVEMENT, BOLLARDS, ETC. IN <, D ��° I ((1i I �t1 1 1 1 1 1 1 (%'� it I I I I ;�_ ~1 " la AREAS OF NEW CONSTRUCTION 81 r G` i it % L� �� -_�- �.-- -� - -I- - -_I -I- -I -�� IL -I - -I- I -i -I I _ j 1 _ '� `I II I. it II. I� 3. CON f - --- 1 4 -- - CONSTRUCT NEW CONCRETE I 1 J _ -- - - ( ( I I CONCRETE. PRO ETS, ASPHALT, B 1. INSTALL SILT DIKE ON � v<•, 1 II fl - -- -- � �- - -- -- d-j-d-A" 'I ` �- II �, - -- - PAVEMENT, SILT FENCE AND /ty] ( I!! I -I -I I - -� •/ ��i I( /� I i 1 N INLET PROTECTION AS - fl -I J, ( ! ! I I I ! I l� -;�i { ( I I I ! 1 I ! �`,J� I ! I I I Il •I /� °' I' ° CONSTRUCTION DICTATES. II - !N _ IIWI I i �I 2. REMOVE EXISTING CONCRETE,1 c 1. INSTALL SWPPP I I ' c; PAVEMENT. BOLLARDS, ETC. IN � AREAS OF NEW CONSTRUCTION INFORMATION SIGN r 6- 1i 1� I II II 1 3. CONSTRUCT NEW BUILDING III II (� J.- _�_ -. -( � = - �- -I- � -I- -I- � ! j - µ' --�,� I I I I ( I ���} ! I l �� I I I i «%) L C IMPROVEMENTS, ASPHALT, _ - _ 1. INSTALL SILT DIKE ON CONCRETE, ETC. 1 ! I I PAVEMENT, SILT FENCE AND INLET PROTECTION AS CONSTRUCTION DICTATES. ! I �/; a`�� o" i c }� -I -x 11 i N 01 03 36" E 93.56' t, ( —+ �� =._-- =�=— I I it If/ � �% _L .1 _ _�1 � _ � I .I II — •� _ � s�. ti � , � �h�. , I 1 2. REMOVE EXISTING CONCRETE, I!, PAVEMENT, BOLLARDS, ETC. IN AREAS OF NEW CONSTRUCTION 3. CONSTRUCT NEW BUILDING � it i JLD fl II IMPROVEMENTS, ASPHALT, D 1 CONCRETE LANDSCAPE ETC. , I!` rc <. g I / — \ , �• Z e _Y L �_ �I— — i� (I- ;,� !i1 �� y 1 ,• / T, I_ I o !'.'-'-"INSTALL 'SILT DIKE ON j i a 1 ( LD r � o I PAVEMENT, SILT FENCE AND �, — µ, - - - -- - -- INLET PROTECTION AS —'w _ ; S. CONSTRUCTION .DICTATE I �- - - - r:. _ E �4 I I �� I , (�') ;!—li n - -I „'� i - - I !- 2._ RREMOVE EXISTING' CONCRETE.— �c�_� 0%11 ETC. !IN I I I 1 III o 11, N -� I PAVEMENT, BOLLAR I ��: -�� I LGI I I I I I (� �� AREA$ O,F EW CON UCTION j ! ��� :N = SAWS CLUB ( I ! ! I I ��. ((� I I , 3. STORE #6420 I IM CONSTRUCT NEW ASPHALT IMPROVEMENTS ' ASPHALT, I I ' I ,CONCRETE, D CAPE, ETC I j BUILDING TOTAL AREA = 138,296 +/- SF I I i � I I l l i I I I? I I I i( I k� i I I I I I )� V' II �O "�l -li -II t -�- };� -1 -_ __I Ii II f- F- I I- F I 1 1 F -1 -I SGII „kl' I O i Fi I 1. INSTALL SILT DIKE ON 1 I II III ��II PAVEMENT SILT FENCE AND 1 I (!1 INLET PROTECTION AS 2 I CONSTRUCTION DICTATES. tI l LD \ / i G W CL J a N 0 B CL .s� N K 0 L U a A E g M 0 i a c CP L•i LIMITS OF DISTURBANCE 1 �L J yl _ ;} \� I_ I 1 1 1 1 1 1 1 = I�_�1 1 IP3 I I if t 0- _ !I II �; � � '� �'- - �� _- -� -_ _ __ -- - : -- __ _ -_ •- '' � ��) I I it I I I I �! 1 LIMITS OF DISTURBANCE J _ I ► I q, jII IIII I r 1;; ..;b �` ^.� ?J T�. rrr kr �.I 1l_)JI fr I I L`,� I1 N 01 0'3 46 2' L= 100.01' 40.2 - - - -- - _ ., ! R =3 834.72 S 88 °56121" E 5.50. L=65 04 I j t "` 4•' °� \ \ LD; R=3,8 31.72' L= 196.59' ti j-- --�•_. ��_ _ _,J _.�._._� - ` - - - "— •0.j 1� I —�' .` LD �l S 88'56'21"E 3.00' ®� „• = N 88 56 ^ ° - - - -- - -- -- - y, R=3,803.46' _ ----� — L= 71.14_ P3 S!88 °56'21" E 6.26' — CAUTION NOTICE TO CONTRACTOR — IF PROPERLY IMPLEMENTED, THIS PLAN WILL PROVIDE AN EFFECTIVE MEANS FOR CONTROLLING EROSION. HOWEVER, IT IS ACKNOWLEDGED THAT NO ONE PLAN CAN BE PREPARED THAT WILL DEPICT ALL POSSIBLE CONTROL MEASURES NECESSARY FOR VARIOUS STAGES OF CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID ADEQUATE FUNDS TO PROVIDE ALL EROSION CONTROL MEASURES NECESSARY TO COMPLY WITH CODES FOR THE DURATION OF THE CONSTRUCTION PROJECT. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAVA 1- 800 -432 -4770 Sunshine State One Call of Florida, Inc. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. LIMITS OF DISTURBANCE CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH THE EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND /OR GRADING SHALL BE PERMITTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ELIMINATE TRACK -OUT FROM THE AREAS WITHIN THE LIMITS OF DISTURBANCE. NO STOCKPILING, TEMPORARY STORAGE OR STAGING OF EITHER NEW, SALVAGED OR WASTE MATERIAL SHALL BE ALLOWED BEYOND THE LIMITS OF BMP PROTECTED AREAS. AREAS BEYOND BMP LIMITS BUT WITHIN THE LIMITS OF DISTURBANCE MAY BE USED FOR CONTRACTOR PARKING. ANY GROUND DISTURBING ACTIVITIES BEYOND THE DEFINED LIMITS OF DISTURBANCE ARE STRICTLY PROHIBITED. THE CONSTRUCTION EXIT AT THIS SITE MAKES USE OF AN EXISTING PAVED DRIVE LOCATED AT THE NORTH PORTION OF THE SITE. SINCE THIS AREA CONSISTS OF AN IMPERVIOUS SURFACE, A STONE EXIT WAS NOT PROVIDED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN VEHICLES PRIOR TO THEM EXITING THE SITE. ANY SEDIMENT OR DUST THAT HAS ACCUMULATED AT THE CONSTRUCTION EXIT, OR ON ANY OTHER EXISTING STABILIZED SURFACE WITHIN THE LIMITS OF DISTURBANCE, SHALL BE CLEANED IMMEDIATELY. CONSIDERATION SHALL BE GIVEN TO A WHEEL -WASH SYSTEM WHERE APPROPRIATE. ANY WATER USED FOR CLEANING VEHICLES SHALL BE COLLECTED PRIOR TO LEAVING THE LIMITS OF DISTURBANCE OR BEFORE ENTERING THE EXISTING STORM DRAINAGE SYSTEM. J I _i_ __Icll•, I� k'` Ilµoi^ II W - I_-t -_ it I i t I l l! ���'�' I I � -• � � I S STAGING AND ;' 'SEE " LMTTS E� NOTE FOR �h� >) l a� { INFORMATION 010 P50- 1_251_94'= _ _ ,5 LD I l ( II UCTION DICTATES 1 I (0 I l O I EXISTING CONCRETE, 1 1 r CNI - BOLLARDS, ETC. IN I r NEW CONSTRUCTION JCT NEW CONCRETE NTS, ASPHALT, ETC. - i 1I � C�I�I�I► �I I 2111 ' 15 1 16 1 17 \ I - -- - - - `1',�I`t -• __ - _.._ `!,''ICI - - -�`'i'I'1 1 - SOIL E-ROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCT10N SEQUENCE mmmmmmmmmwZwmm �--j- - SWPPP INFORMATION SIGN CE - CONSTRUCTION EXIT SF - SILT FENCE ® - INLET PROTECTION IP3 J LL -w ION J N Q YC)= =mmmmmmm M I jS z U Nt =m TEMPORARY CONSTRUCTION EXITS c0 Cf U Yw *k J Q: 1- I m W W 9 ZNm CL ON a 0� a FN � 4 CO �a? o- U H .1 =a J N is a4 ~ Q �U ';(100 U W U) Uw (A W Q 0 N r- U) U > N SEDIMENT • - • : ■e ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■e ■ ■ ■ ■■ STOCKPILE STRIP & TOPSOIL ■e ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ROUGH GRADE STORM FACILITIES CONTROL ■■■■■■■■■ee■ee ■ ■ ■ ■ ■ ■ ■ ■e■ • 1 1 - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ '1- • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1) CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. 2) TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION LEGEND - -- @�-■ - SILT DIKE ON PAVEMENT LD - LIMITS OF DISTURBANCE �--j- - SWPPP INFORMATION SIGN CE - CONSTRUCTION EXIT SF - SILT FENCE ® - INLET PROTECTION IP3 18 1 19 NORTH GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. DEVELOPER/OWNER SAM'S EAST INC. 2001 S.E. f 0TH STREET BENTONVILLE, AR 72716 -0550 (479) 273 -4000 SITE OPERATOR /GENERAL CONTRACTOR: SUPERINTENDENT: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA - POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC, IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. THE LOCATION OF THE ABOVE REFERENCED AREAS SHALL BE CONFINED TO THE LIMITS OF DISTURBANCE SHOWN ON THIS PLAN. NOTES: 1. INSTALL S /LT DIKE ON PAvzmf T, INLET PROTEC m AND S/LT FENCE AS CONSTRUCTION PROGRESS DICTATES. SILT DIKE MUST BE IN PLACE PRIOR TO SUBGRADE DISTURBING ACTIVITIES. INSTALL SWPPP INFORMATION SIGN. 2. REMOVE EXISTING CONCRETE, PAVEMENT, BOLLARDS, ETC. IN AREAS OF NEW CONSTRUCTION. 3. CONSTRUCT NEW BUILDING IMPROVEMENTS, ASPHALT, CONCRETE, ETC. RECEIVING WATERS - THE MAJORITY OF THE PROPERTY WILL DRAIN INTO AN EXISTING STORM SEWER SYSTEM. FROM THIS STORM SEWER SYSTEM, THE SITE WILL DRAIN TO A STATE OWNED RETENTION AREA ADJACENT TO THE SITE IN STATE ROAD 55 /US HIGHWAY 19 RIGHT -OF -WAY. POTENTIAL AREAS WHERE STORM WATER MAY ENTER GROUNDWATER - THIS PROPERTY WILL DRAIN TO AN EXISTING STORM SEWER SYSTEM CONSISTING PRIMARILY OF STORM PIPE WHICH LEADS INTO DRY DETENTION AND IT IS EXPECTED THAT MINIMAL GROUNDWATER INFILTRATION WILL OCCUR IN GRASSED AREAS. BORROW AREAS - AN OFFSITE BORROW AREA WILL BE USED IF ANY BORROW MATERIAL IS REQUIRED ONCE DEVELOPMENT BEGINS. THE LOCATION OF THIS OFFSITE BORROW AREA WILL BE DETERMINED BY THE CONTRACTOR IF REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE SWPPP & FILE NOTICE OF INTENT FOR SELECTED BORROW SITE PRIOR TO START OF EARTH DISTURBING ACTIVITIES AT THAT SITE. WETLANDS - THERE WERE NO OBSERVED WETLANDS ON OR ADJACENT TO THIS PROPERTY. NATURE AND PURPOSE OF PROJECT - THE NATURE AND PURPOSE OF THIS PROJECT IS TO REMODEL A PORTION OF SAM'S CLUB #6420 PAVEMENT AND PARKING AREA TO SERVE THE CITY OF CLEARWATER AND PINELLAS COUNTY, FLORIDA AND THESURROUNDING COMMUNITIES. EXISTING VEGETATION - THE EXISTING SITE CONSISTS OF AN EXISTING SAM'S CLUB, PARKING LOT AND LANDSCAPING. 100 YEAR FLOODPLAINS. FLOODWAY FRINGES, AND FLOODWAYS - THIS PROPERTY IS IN FLOOD ZONE X INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 0128 DATED SEPTEMBER 3, 2010. FLOOD ZONE X ARE AREAS DESCRIBED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SOIL TYPE - THE ON -SITE SOIL TYPES WHICH ARE PRESENT IN THE AREA OF THE SUBJECT SITE ARE PLACID FINE SANDS AND TAVARES SOILS. PROJECT BENCHMARKS - BENCHMARK FROM BOUNDARY AND LOCATION SURVEY WHICH IS BASED ON PINELLAS COUNTY BENCHMARK MAP NO. 404, DESIGNATION: CAMPUS D, BEING: 53.77 FEET (NAVD 88 DATUM) LANDSCAPE - LANDSCAPING TO BE ESTABLISHED PER LANDSCAPE PLAN - LANDSCAPING TO BE WATERED UNTIL IRRIGATION SYSTEM IS OPERATIONAL CAUTION - NOTICE TO CONTRACTOR Mt GUN I KA(;rUR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN BY THESE PLANS. OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAME: DISPOSAL SITE NAME: BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: BORROW SITE PERMIT NO: DISPOSAL SITE PERMIT NO: BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. 3) CONTRACTOR SHALL STATE -NOT REQUIRED FOR THIS PROJECT -IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. SPECIFICATIONS REQUIREMENTS THE REQUIREMENTS SHOWN ON THIS PLAN ARE SUPPLEMENTED BY THE SWPPP CONTAINED WITHIN THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICTS BETWEEN THE PLANS, SWPPP SPECIFICATIONS AND THE ACTUAL GENERAL PERMIT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. - NOTICE TO CONTRACTOR - CONTRACTOR SHALL IMMEDIATELY REMOVE ANY DIRT OUTSIDE THE LIMITS OF DISTURBANCE WHEN MOVING EQUIPMENT BETWEEN DISTURBED AREAS EROSION SEDIMENTATION CONTROL PLAN SITE MAP REV. BY ORIGINAL ENGINEER 1 (MESIMER) '' \15 fit ,1 0 Lim. NQ,;492 .' W) J Q N o M t ON O as J LL -w ION J N Q YC)= __j M I jS z U Nt dEo0a 1 ' Q W m c0 Cf U Yw *k J Q: 1- I m W W 9 ZNm CL ON a 0� a FN � 4 CO �a? o- U H .1 =a J N is a4 ~ Q �U ';(100 U W U) Uw (A W Q 0 N r- U) '' \15 fit ,1 0 Lim. NQ,;492 .' DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =50' JOB No. 10040.00 SHEET ES =1 1 J Q N o O Q J LL LLF J DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =50' JOB No. 10040.00 SHEET ES =1 J Z) O OZ o U Nt W W m c0 Q U *k J Z 1- Z m W W 0 CL U) 0� U) CO W U H J Q ~ Q � U W U) Q W Q O U) U > N DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =50' JOB No. 10040.00 SHEET ES =1 S UR VE NOTES: GRAPHIC SCALE PLAT OF 1• BEARING STRUCTURE BASED ON THE EAST R/W LINE OF BYPASS DRIVE BEING: N01'03'04 "E 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. P O 3. THE UNDERGROUND UTIDT7ES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR EAST i/4, CORNER, FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. T7 . O . C. SECTION 18-29-16 NE CO NOTE. SHADED AREA IS LIMITS OF TOPOGRAPHY. S l� ALSO: THE 1 CORNER, O 2 5 50" 100 1 5 0 4. THIS SITE IS NOT IN A FLOOD PRONE AREA, ZONE X, BASED ON FLOOD INSURANCE RATE MAP, PANEL N0. 125096 0017 D, CITY OF CLEARWATER, SE CORNER, NE 1/4, SE i/4, FLORIDA. SECTION 18 -29 -16 SECTION 18 -29 -16 5. ACCORDING TO FLORIDA STATUTES. CHAPTER 472.025• A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH ALSO: COMMON CORNER DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO TO SECTIONS 17, 18, 1 A' C O / CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 19 & 20, T29S, Ri6E. J 6. THIS SURVEY WAS MADE WITH BENEFIT OF COMMITMENT FOR TITLE NO. 04 -5212 ISSUED BY STEWART TITLE .GUARANTY COMPANY, EFFECTIVE SEPTEMBER. FFND,. RASS DISK 2 8, 2004 AT 6:00 AM. S CO. ENG.DEPT. U. S. HIGHyYAY >9 (STAJ eJ ROAD 55� (R /W YARI�'S� S 00 35'18" W 1923.18' DESC 7. ELEVATIONS BASED ON PINELLAS COUNTY BENCHMARK MAP NO. 404, DESIGNATION: CAMPUS 0• BEING., 53.77 FEET (NAVE) 88 DATUM). N 00'35'18" E 1851.75" DESC N 00'35'18" E 2036.75' DESC \� .O I I 'sue: R/W TAKING I I P.O. B f I J > `4 't o \ PER ORB 3579, PG 250 13 U I N00'35'18 "E a- N. \\ �'�� I o O N O 1 '38'04" E o I v 765.07' DESC w o o ' BROKEN PAVEMENT NOT INCL UDED I :, • 84.46' DESC O R/W AREA UNDER 0 3 I o0 0 0 tSj, AREA UNDER CONSTRUCTION P . 0 . B 1 rn o DRAINAGE EASEMENT S O 1 '37 27" W a� 61 R/W TAKING O^ Z ^ \ �9 MORE PARTICULARLY S 01'03'04' W 700.00' DESC R W AREA UNDER a w o 84.46 DESC o l DRAINAGE EASEMENT CONSTRUCTION ,� p O Z t? S ( S 0 i 04" W 850.00' DESC / x,n I o PER ORB 3579, PG 250 , PER ORB 3579, PG 250 z \ y� DESCRIBED AS:) CONSTRUCTION pq q z ^ S 01'4 08" W z ^ I PER ORB 3579, PG 250 N p \ c+ FND. 4" X 4" CM WESTERLY R/W LINE BROKEN &FULL -� 1 NOT INCLUDED 84.36 MEAS NOT INCLUDED °I FND. 5 /e" 1R N 00'35'18" E 512.90' DESC O I ro o + " r NO NO / .34 k��, Ogg 6 01'03'25" W 412.23' MEAS OF DEBRIS P, L" 1 N 01'09'41" E 199 90' DESC Z ° I FND. 5/8" IR 1'03 04 W 237.23 DESC k S 1'03'0 " W 412.32' DESC e so CURB & GUTTER I FND. 5/8" IR LS 4965 N 01 59'30' E 390.85' DESC I SE CORNER LOT 2 k 7 9 NO / 569 P' O : B 1 N 01 38 35" W 101.92' M S 01'03'04" W 150.00 �QESC 197.54' 40.79 - - - 41'6 8.88 13 04" E 101.95' DESC 2 ' CURB & GUTTER L 1 7 \ / 4.1 _ _ _ _ _ 38.06 W 7 37 36 PRM 4965 CM FND L2 70.06 I 40.3 ",I n -- --- -- -- -- S 01'3727 W 100.06' PRM 4965 4" I I � 0 21 i 1'03' 7"E 34 .26� SC -- - f 7.5 � L z 41.5 k � x 6.7 4i .O -r 4rT iN �� � ", .+ N 00'35'18" E 1 FND. 4" X 4" CM, 41 2 h2 0 "39 4 ^ °' k Y n O� ' 0 '37' 7" I_ .44' S CW 173.69' DESC C PRM 4965 k$ �, 43.1 x \ 41,9 _ eo .y0• 3Q Q'>r LI TED CCES R/ 85 58 \ \ v. 4 02' 3'16" - - 2 250 x 35.8 1k z O 15 RBI 5� P 21 12 PS I I 38. ^ ...,, ME D /8" I I _ - 39. -- ^ 7 NO F w 242.22 ¢ice$ _ O _ y iZ . 2' 17 C4 n 60 35.6x •� FND. 518" IR ' I 01 �' NO �40' SETBACK LINE o ES 124.52' TOP =38.86 ND. N D „1 Z / a ORB 9647 G CP '647 BOTTOM =29.72 NO Z q FND. 518" IR TOP OF BANK• I ti (ORB 2857, PG 42) # b OR 9560, pC 1621 UNABLE TO a "1 NO I k i2 OBTAIN INVERTS O x "38.8 - - - -_4 - FN J/5 /8 "I 1R / 42.E 41 9� _- - 1 _ 127.15'--- - - -_ -- 39.57 38.99 c1l x39.10 39.20 CONC GAS (0 1 FND 18" I.R. ISLAND TYP w i 0 1 1 122 56' 12 PS co I �9 LB J4475 40.08 `39.85 0 of x39144 40.19 $pO� o I 2. 8 _ PAR „INC ES 40.6 4 [CO "1 00�� 0 1p B9647P 67 0 1 o 1 95 }•� 2 62 WHITE LINE m �3 N N x44.6 42.4 1110 i �lJ 12 PS b ASPHALT n y 3.03 -- - - - -J- I-- 1127.40' - - �� WHITE LINE COVE) 4 I U° 10' SETBACK O t0' SE78AK1 is 40.2 40.20 k I .. ALUMINUM CONIC w m Z PER ZONING O °o PER ZONI G INCR SS- EGRESS ESMT y 1 KIOSK I,f42.01 ORB 9647, PG 647 x40.45 ko WHITE LINE e� I ^ Z ^ N N I 41.56x ORB 9560, PG 2162 x 4b.01 U O O_ I �! r N 155.55' - -- J U t 000 0 Na I m j I I I RB NG SP 6a 9 PS WHITE LINE I E 0 ) co Cr L OT 2 1, - ORB 956), P 2152 _ 12 69 . COVE) 43 06 N .1 N CONIC CONIC �W WZ I xe OUTPARCEL N 3' �N ry I 1142. 12 ��m I WHITE LINE cr- ap (NOT INCLUDED) �� `* I a s Ps °$m 0 0 o I W w N �' o WHITE LINE �� 0� ,U Z 1Qj a AREA UNDER CONSTRUCTION x 46.1 42.631 1 . -oO - O O I ° LU L Z �W 3 0 WHITE LIN� ►� 64 to 0 m I ►� LIMITS OF PROPERTY I M 9 PS cr) FOR DISTRIBUTION ESMT FEN I U_ W Q I (FLORIDA POWER CORP.) E/P I �' y P$ ASPHALT W Q ORB 4783, PG 371 I 1 45.59 1 J N ^? w 43. 9 1 6" CONC CURB (TYP) 1 FND 5/8" I.R. FND. N &D . E P 10 PS W p ai LB #4475 NO # CONIC � ASPHALT .6 I I 29.0 0 2( x47.4 10' SETBACK I o U 3 I NW CORN LOT 2 PER ZONING 16 5' LANDSCAPE ESMT I I 777.84' 12.2 CO NC. RAMP vi e N - P.B. 116, PGs. 80 & 1 8 _43T2 I I 9 IPS1 96.5' U) p� A 3 1 48.9 5.62 E/ An no An Is An 11 44.16 340 PARKING Lli N� h N + I Q/ .28' 12.21 r`r. . . I ° O v "'1 1 /'" e? • 4 . 0" 2 43. 9 , I �;O `° N I� ^y /� Igg' �' ° 8 PS 9 P I I I 13 PS 10.0 W N h ai,oil 0.16 15'4SANITARY ESMT 45.54 43.32 I I U7 of I �/ jN 0^ v tri1 0r ',,ORB 9647, PG 64715 10' SETBACK p / Ii x48.18 ORB 9560, PG 21620 PER ZONING x 45.54 CONSTRUCTION TEMPORARY I 1 ASPHALT i i Q 1 WATER ESMT x 47.26 15 ORB 9560, PG 2162 1 r%7 'a 8.51 ORB 9647, PG 647 1 I L8 / - - -- 5.51 I ri II 1 U Z ° I 'I aol I -� - - -J 0.0 112' 12 I 13 PS 3 49. t' I 13 PS OB960, 48.60 I 7 PC 76 15 j i l l a WATER ESMT ASPHALT i r r. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ASPHALT CART rla1 O f?2 PS 4 t - 0 '78 3" 48. 6 I 121 PS I -� - - -J 0.0 112' 12 I 13 PS 3 49. t' I 13 PS 5 I I f II N 6 CJII a II Q \ W O 1 i- `(1,a N �O Y� ,.1 In 11N 0 m� Von = n n 12 PS V 47. 7 121 PS mill 4 1 PS I I 1 7 1 PS 4 IPSI I I 1 7 PS O to I V U W II of I 8.51 GRESS- EGRESS ESMT j j 24' INGRESS - EGRESS ESMT 6' GTE TELEPHONE ESMT i�'i Ltr J O N N O --I I �. v t- -ORB 9647, PG 647 -1 1 _CREATED: ORB 4666, PG 2179 ORB 8156, PG 1884 Q W w I x I ASPHALT AMENDED: ORB 5317, PG 1577 ASPHALT 11 ���/ (� 0 p O I j1 I ORB 9560, PG 2162 15 1 I CART CART 0� C IL zi . o O I 411 I 48.47 ^ ' f 2' 12' ' RETURN CRETURN rr v ` Q o I OI � � N II `O �2 NN 'm W 1 11 n 1 W I I I v1 N t WI WWI:. illy 12 PS 48.17 47.17 121 PS I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC 48.60 I 7 76.39 "V 2 2, � Z j j i l l a WATER ESMT ASPHALT i r r. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ASPHALT CART rla1 O II N 6 CJII a II Q \ W O 1 i- `(1,a N �O Y� ,.1 In 11N 0 m� Von = n n 12 PS V 47. 7 121 PS mill 4 1 PS I I 1 7 1 PS 4 IPSI I I 1 7 PS O to I V U W II of I 8.51 GRESS- EGRESS ESMT j j 24' INGRESS - EGRESS ESMT 6' GTE TELEPHONE ESMT i�'i Ltr J O N N O --I I �. v t- -ORB 9647, PG 647 -1 1 _CREATED: ORB 4666, PG 2179 ORB 8156, PG 1884 Q W w I x I ASPHALT AMENDED: ORB 5317, PG 1577 ASPHALT 11 ���/ (� 0 p O I j1 I ORB 9560, PG 2162 15 1 I CART CART 0� C IL zi . o O I 411 I 48.47 ^ ' f 2' 12' ' RETURN CRETURN rr v ` Q o I OI � � N II `O �2 NN 'm W 1 11 n 1 W I I I v1 N t WI WWI:. illy 12 PS 48.17 47.17 121 PS I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC n 12 PS V 47. 7 121 PS mill 4 1 PS I I 1 7 1 PS 4 IPSI I I 1 7 PS O to I V U W II of I 8.51 GRESS- EGRESS ESMT j j 24' INGRESS - EGRESS ESMT 6' GTE TELEPHONE ESMT i�'i Ltr J O N N O --I I �. v t- -ORB 9647, PG 647 -1 1 _CREATED: ORB 4666, PG 2179 ORB 8156, PG 1884 Q W w I x I ASPHALT AMENDED: ORB 5317, PG 1577 ASPHALT 11 ���/ (� 0 p O I j1 I ORB 9560, PG 2162 15 1 I CART CART 0� C IL zi . o O I 411 I 48.47 ^ ' f 2' 12' ' RETURN CRETURN rr v ` Q o I OI � � N II `O �2 NN 'm W 1 11 n 1 W I I I v1 N t WI WWI:. illy 12 PS 48.17 47.17 121 PS I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC mill 4 1 PS I I 1 7 1 PS 4 IPSI I I 1 7 PS O to I V U W II of I 8.51 GRESS- EGRESS ESMT j j 24' INGRESS - EGRESS ESMT 6' GTE TELEPHONE ESMT i�'i Ltr J O N N O --I I �. v t- -ORB 9647, PG 647 -1 1 _CREATED: ORB 4666, PG 2179 ORB 8156, PG 1884 Q W w I x I ASPHALT AMENDED: ORB 5317, PG 1577 ASPHALT 11 ���/ (� 0 p O I j1 I ORB 9560, PG 2162 15 1 I CART CART 0� C IL zi . o O I 411 I 48.47 ^ ' f 2' 12' ' RETURN CRETURN rr v ` Q o I OI � � N II `O �2 NN 'm W 1 11 n 1 W I I I v1 N t WI WWI:. illy 12 PS 48.17 47.17 121 PS I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC O to I V U W II of I 8.51 GRESS- EGRESS ESMT j j 24' INGRESS - EGRESS ESMT 6' GTE TELEPHONE ESMT i�'i Ltr J O N N O --I I �. v t- -ORB 9647, PG 647 -1 1 _CREATED: ORB 4666, PG 2179 ORB 8156, PG 1884 Q W w I x I ASPHALT AMENDED: ORB 5317, PG 1577 ASPHALT 11 ���/ (� 0 p O I j1 I ORB 9560, PG 2162 15 1 I CART CART 0� C IL zi . o O I 411 I 48.47 ^ ' f 2' 12' ' RETURN CRETURN rr v ` Q o I OI � � N II `O �2 NN 'm W 1 11 n 1 W I I I v1 N t WI WWI:. illy 12 PS 48.17 47.17 121 PS I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC 12 PS 48.17 47.17 121 PS I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC I I I I I 1 9 PS I I I �I ; II I 191PSI Pop, /u I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC I O , • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC • v: ". 50" 48,27 x47.07 I ° CART LCART N o /I 1v ASPHALT I I I CART RETURN ASPHALT RETURN j a, I I o, .� 2 4' a� rn - r I a 1.5' CONIC. CURB (TYP) I I RETURN O 51.72 'n I I I v) I I In I Q - - - _ _ 12 PS I I [1 0 I I 6.5 I I S PS 3 PS C1 lZ C3 P P l7• lZ cZ i GOp U o I 47.39• I I I I ° C30 .77 48.02 5' CW I I Q) Q) I 52.06 '^ a X- PARKING ESMT' SMT ORB 7910, PG 242 7.5 15 PS 3 PS 4 CZ C1i b 1 20.7' W 51.50 I _ 1 .89 7 PS o II I I 40 1' - - - --- 4 -- - 4 - ----- - - - ---� -h' -- - Ii 52.21 .6 49.96 °� SITE BENCHMARK ,yi I I' ASPHALT CART I I ", O 52.35 3 _ _ r BOX CUT oN cure I I I RETURN CART ASPHALT I I 11prL- 4B.a3 _ I w II I I [11 AIUM " Nav688 - - 4 - -1- I - -T1 1.5 CONC. CURB (TYP) RETURN I I INGRESS- EGRESS ESM 13' 1 1 1 ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC ASP LT N vj °51. OR 5317, PC 1591 Z0. � n L2 I I 51,21 a SIGN 98.99' 1.5' CONC. CURB (TYP) I 5 PS 77.50' 4 / L X50.5 10' SETBACK PER ZONING I 52.66 3. 0' 51.74 1 M e 5 PS O 50.3 I I w w I I F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC F05 AM MINL1 " I I m 5' I 1 I 1 1 1 _ o6 I I 20.6' COVE) I I CONIC a N 01'03'04" 4 161.QO' DESC I Was III FND. N &D CART i l 52.78 N 00.58'09" E 161.00 MEAS I 1 o LB ;4019 RETURN 6' GTE TELEPHONE ESMT---1 I 9 72' 4 Nn ��" O 52.22 48.67 i W °�, ill ASPHALT 11 i~ .r0 SE CORNER LOT 1 ORB 8156, PG 7884 i. IQ hM 0 EASTERLY BOUNDARY OF "THE REGENCY' I u rnrn THE REGENCY 248.10' I I 0 5' h ISO I on I iz r. R%W TTAAKI G (PARCEL 102 PART A) I ? "o (J I 5 PS v \y FND 5/8" I.R. ( J ( I I Z n 1 z I U LB #4475 pp w pW O I 1 N I Q t o Qt p :i I 5 PS r1 I o _ ^ O 132' I 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC 4 PS 7 PS 4 HP-S- 7 PS I M I � I I � I I I CART j I RETURN I_ O ° Z o a,po 1 1 I ' z Q wo �_� o alill RETURN ASPHALT I I I � W 13 � LIJ Q ¢ W CB w N I �" N III 1.5' CONC. CURB (TYP) CART I 1 Q 1 In - RETURN I = 2 PS O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC O I rn I- O LLl co °z W W• E20 5 PS W 00 N W Q m �0 N vN II 0 Q 50 1 0, = Q �Orn. -m jam' ca U) O 12 ~ m z 2 41 '� U 1 2 �p 7.2' I 5 PS cc 111 Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC Q I i O J W I Q o () U1 72 t 2 �1 CART �- CART 1 RETURN 1 1 10' SETBACK ASPHALT RETURN I' > ' I I PER ZONING I o ILU P.O.C. °� \ 1 R/W TAKING PART "A" NW CORNER LOT I CB f 1 W I 4965 " X 4" CM DP 9 PS Tt 8 PS I U PRM I ' ; STOP 3 N z S 01'03'04" W 161.00' DESC - 6' CLF 6.5' ' ' ° 1.5' CONIC. CURB (NP) I I BAR LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC LOT 230' ASPHALT 9 1 P " -1 1 I W 43.2 D C - �yti L 4 0 44'42" W ^ " 0 9.9 D C S C2' 3' 1 43. 4' S 49.4' L--197.91, x 8 .77 MEAS 1 �`+ EXISTING WEST R/W LINE _ k / L 1 S 2'24 13" W 1.13 43' IRIS '3 a G1 /33.44 LS D. 5 " IR 018' DE SIC F/ 19 j I . B '' N 2' 33" E 1 3.2 ' 85.58' DESC x34.9 35.81 �'a? hp x \ / D SC 98S.�e 1�k. 37zs FN AA ' LR'/5 - ARCEL 102 17 /1�{(0�0 .7.1' 37. 37.4 _ I o I Z LB #447516, 55 /' ^� FS INV. -33.69 3.9x n I 34.3x C6 �� PART l 4.2CONC. FND 5/8" 1. '� FL O I 'A P WE ORP. SMT \ \ 14 ' 2W) I g8 g �\�6 4 34.49 RETENTION AREA LB #4475 36 I C7 / / /ORB 4487. G 1 41 P • 0 • B %g• S 34.5 x 3.9' 36.36 - sa D E E NT R/W TAKING PARCEL 102 PART "B" 137.8 4.75 x34.4 x34.0 a SDO rt 3 .48 1� CS FND 5/8" I.R. ~ " / FND 5/8" I.R. ORB 8489y PG 170 LB #4475 ow ` TOP =35.52 "� L11 8.75 u) CONIC. SKIMMER =33.5 i FND. 5/8" IR I LB #4475 S 01'03 39 W 146.25 D &M f�X LEGEND 38.s'�- n x O FLUME X80 INV.18 "RCP =28.82 �� # 10' U. E. I LOT 1, SAM'S CLUB CLEARWATER, ACCORDING 70 MAP OR PLAT THEREOF AS RECORDED IN �A-- - - - - -- - -- �1�&02 0 1 ORB 3992. PG 79 0 I -AIR RELEASE VALVE �m °a 3,195, 39.39 39 0 Q 1 i 1Z PLAT BOOK 116, PAGES 80 & 81, OF THE PUBLIC RECORDS OF PINELLAS COUNTY - AUTO SPRINKLER Z 38.1 S i . I 0 ox 0It x39.1 g PS 1.5' C"C. CUR TYP) 4. 1 W FLORIDA. BB - BOTTOM OF BANK 0 1p, 38. ASPHALT 3 .89 E/P � I 1 � BC -BACK OF CURB V LESS• PARCEL 102 PART "A" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS '9 38.E P I 39.19 38.97 O 9.00 39.27 I i V% U O r, / I I W W ^� x39.58 x39.67 0 39.84 I I I O O p x 39.36 O OO v O CONC I 1 . III 3 . � - 1 i3� 340 3� a � I 4 w ";1- �^ N N N N 257.3' 40.0' 299 COC. WALL W I " l 3 0' ) N O " I bb °o_ �> ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC ►� - BACKFLOW PREVENTER COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 1, SAM'S CLUB CLEARWATER, AS BILK - BLOCK RECORDED IN PLAT BOOK 116, PAGE 80, SAME ALSO BEING THE SOUTHWEST CORNER OF 0 - BENCHMARK O - BOLLARD LOT 1, THE REGENCY, AS RECORDED IN PLAT BOOK 85, PAGE 18 OF THE PUBLIC RECORDS BPC - BURIED POWER CABLE OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE COMMON LINE BETWEEN SAID SAM'S CALC - CALCULATED CLUB CLEARWATER AND SAID THE REGENCY THE FOLLOWING TWO COURSES: 1) 589'40'52 "E, C &M - CALCULATED & MEASURED 180.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THE REGENCY, 2) N01'03'36 "E, p - CENTRAL ANGLE 133.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING 77.50 FEET SOUTH OF THE CBW - CONCRETE BLOCK WALL SURVEY LINE OF STATE ROAD 60 AND THE NORTH LINE OF THE SOUTHEAST 4 OF SAID CC - COVERED CONCRETE SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE CF - CONCRETE FLUME CHW CONTINUE N01.03'36"E, ALONG SAID COMMON LINE, 27.50 FEET TO THE EXISTING SOUTH - CONCRETE HEAD WALL RIGHT OF WAY LINE OF SAID STATE ROAD 60 ALSO KNOWN AS THE NORTH LINE OF SAID CLF - CHAIN LINK FENCE CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC CONIC "N' o i O O Of °0 LOT 1, SAM'S CLUB CLEARWATER; THENCE ALONG SAID EXISTING SOUTH RIGHT OF WAY LINE % - CENTERLINE Q_ I I z 00 Go IO �- THE FOLLOWING TWO COURSES: 1) 589'41.14 "E, 275.80 FEET,• 2) S83'57'51 "E, 53.62 FEET CM - CONCRETE MONUMENT TO THE NORTHWEST CORNER OF LOT 2, SAID SAM'S CLUB CLEARWATER, THENCE CMP - CORRUGATED METAL PIPE � I I Z ' O Os OD Z S00'2256 "W, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 22.19 FEET; THENCE CO - CLEAN OUT rn m j a0 O CONC - CONCRETE t90 t' 1 J I Z N89'40'52 "W, 329.48 FEET TO THE SAID POINT OF BEGINNING. COVE) - COVERED CONIC GG CONC I j Z CONTAINS 8,919 SQUARE FEET MORE OR LESS. CP - CONCRETE PAD CR - CONCRETE RAMP STEPS 21 8' CLF S PS I of i ALSO LESS: PARCEL 102 PART "B" FOR RIGHT OF WAY TAKING DESCRIBED AS FOLLOWS: CW - CONCRETE WALKWAY ® O I U 1 I D &M -DEED /DESC &MEASURED O COMMENCE AT THE SOUTHWEST CORNER LOT 1, SAM'S CLUB CLEARWATER, AS RECORDED IN DE - DRAINAGE EASEMENT fi54. " A/C UNIT N I PLAT BOOK 116, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; DESC - DESCRIPTION THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID LOT i THE FOLLOWING o 193.4 I - DOT INLET o I• THREE COURSES: 1) $89'18'19 "E, 499.95 FEET; 2) N01'03'27 "E, 200.00 FEET; 3) a FREEZER B i N 6.5' I I S89' 18.00 "E, 215.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89' 18'00 "E DP - DUMPSTER PAD ASPHALT ALONG THE SAID SOUTHERLY LINE, 59.05 FEET TO THE EXISTING WEST RIGHT OF WAY LINE DIN - DRIVEWAY PARKING OF STATE ROAD 55 (US HIGHWAY 19) PER SECTION 15150 -2512; THENCE ALONG SAID ® - ELECTRIC METER U 9'6 1 I EXISTING WEST RIGHT OF WAY LINE THE FOLLOWING TWO COURSES: 1) NO2'2633 "E, 143.24 EB - ELECTRICAL BOX 0 6 I 13 EASTERLY LINE E/P I FEET, 2) N01'38'04 "E, 101.95 FEET TO A POINT ON A PARCEL OF LAND DEFINED AS A ESMT - EASEMENT U 1 I I z =iL 5�' DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN OFFICIAL RECORDS BOOK 3579, E/P - EDGE OF PAVEMENT 1 I I'z UP PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID FIRM - FLOOD INSURANCE I FND. 4" X 4" CM v, S 01'03'0" W 200.00' DESC DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES: 1) N89'40'52 "W, 13.00 FEET; RATE MAP PRM x965 �' S 01.03 04 W 200.00' DESC 16 2) N01'38'04 "E 13.50 FEET; 3) 589'40'52 "E, 13.00 FEET TO A POINT ON THE FFE - FINISHED FLOOR ELEVATION I- I e FND. 4" X 4" CM 32. AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 US HIGHWAY 19); FH - FIRE HYDRANT J I�x � S 01'03'54" W 199.97' MEAS PRM 4965 i ( ) FL -FLOW LINE DRAINAGE EASEMENT $ 01'0327" W 200,00' DESC 0 D, THENCE ALONG SAID EXISTING WEST RIGHT OF NAY LINE FOR THE FOLLOWING TWO • L - FLOOD LIGHT I N I ORB 3992, PG 84 N 01'03'27" E 200.00' DESC COURSES: 1) N01 38'04 "E, 84.46 FEET; 2) N01'03'37'E, 85.58 FEET TO A POINT ON A FND - FOUND s 1 Q I PARCEL OF LAND DEFINED AS A DRAINAGE EASEMENT AREA (PARCEL 300), AS RECORDED IN FOC - FIBER OPTIC CABLE I OFFICIAL RECORDS BOOK 3579, PAGE 250 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID DRAINAGE EASEMENT AREA THE FOLLOWING THREE COURSES- -G- FP - FLAG POLE DUI I o = 1) N88'56'23 "W, 13.00 FEET; 2) N01'03'37 "E, 15.00 FEET, 3) 588'5623 "E, 13.00 FEET TO -G- - GAS LINE V) I I ° A POINT ON THE AFOREMENTIONED EXISTING WEST RIGHT OF WAY LINE OF STATE ROAD 55 © _ - GAS METER GUY WIRE ANCHOR pIU II rl (US HIGHWAY 19); THENCE N01'0337"E, ALONG SAID EXISTING WEST RIGHT OF WAY LINE, U o w \ & - HANDICAP PARKING 342.26 FEET TO THE SOUTHEAST CORNER OF LOT 2, SAID SAM'S CLUB OF CLEARWATER; � o°;IO 1 11 W THENCE N89'41'27"W, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 20.85 FEET HR - HANDICAP RAMP I I INV - INVERT ELEVATION TO A POINT ON ANON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF IP - IRON PIPE Ica I _ _ - _ _ _ 3809.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 107.86 FEET THROUGH A ENTRAL IR - IRON ROD I ANGLE OF 01'37'20 ", CHORD BEARING 503'04'48 "W, 107.85 FEET; THENCE N85'56'21 W, 4i L -ARC LENGTH T 26 FEET 0 A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND HAVING A iF - LIGHT POLE 3 _ z RADIUS OF 3803.46 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.14 FEET THROUGH LSA - LANDSCAPED AREA %�T % �%� ------ CONSERVATION CONSERVATION EASEMENT A CENTRAL ANGLE OF 01'09'43 ", CHORD BEARING SO4.28'20 "W, 77.14 FEET, THENCE SAM' S V L/ V LJ �I -- - - - - -- ____ J w MEAS - MEASURED �I `� I ORB 8489, PG 170 o 588'5621 "E, 4.26 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE WESTERLY AND MF - METAL FENCE N I � HAVING A RADIUS OF 3807.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 94.21 FEET n1� t I THROUGH A CENTRAL ANGLE OF 01'25'03", CHORD BEARING 505.45.41 "W, 94.21 FEET TO A } 1 ro I POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS T >- I OF 3831.72 FEET, • THENCE ALONG THE ARC OF SAID CURVE 196.60 FEET THROUGH A MS - METAL SHED > STORY BLO�aCAKl� Z i� III CENTRAL ANGLE OF 02'5623 ", CHORD BEARING 504'5956 "W, 196.57 FEET, THENCE - MITERED END SECTION ,4D)USS # V Y'rCr 0 I Q 1 o I W N88 56'21'W, 3.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE EASTERLY AND 0 - MONITORING WELL �I I° t = HAVING A RADIUS OF 3834.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 65.04 FEET N &D - NAIL & DISK BUILDING HEIGHT = 30.5' i I Ct ' '- NGVD - NATIONAL GEODETIC a 1 t � THROUGH A CENTRAL ANGLE OF 00'58'18 ", CHORD BEARING 503'0236 "W, 65.04 FEET; I v I 1 THENCE N88'56'21 "W, 5.50 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE VERTICAL DATUM 138,2961 SQUARE FEET I I t Z PP EASTERLY AND HAVING A RADIUS OF 384022 FEET- THENCE ALONG THE ARC OF SAID NITS - NOT TO SCALE I I I 1 1 191 PSI I I CART 10 RETURN 5' SIDEWALK ESMT - ORB 8068, PG 165 �I -f-171 PsH-- r -I I� CURVE 100.01 FEET THROUGH A CENTRAL ANGLE OF 01'2932 ", CHORD BEARING OL - OVERHEAD ELECTRIC WOODED AREA L - FF LINE O = Cr W TO TH '14 "W, POINT FEET IN A POINT OF TANGENCY; THENCE 501'03'39 "W, 146.25 FEET ORB - OFFICIAL RECORDS BOOK I I I o TO THE SAID POINT OF BEGINNING. OW - OVERHEAD WIRE 1 1 It CONTAINS 0.822 ACRES, MORE OR LESS. OWK - OVERHEAD WALKWAY 11 I LOW LANDS U U I I " PB - PLAT BOOK PARTS "A" AND B HAVING A COMBINED AREA OF 1026 ACRES, MORE OR LESS. I 1I I Ln U v'I PC -POINT OF CURVATURE 1 1I O 0 W p W lit CONTAINS 767,331 SQUARE FEET OR 17.6755 ACRES, MORE OR LESS. PDOT - PER DEPARTMENT OF I 1 U TRANSPORTATION R/W MAP 6' CLF 1 O PEP - PER ENGINEERING PLANS I 11 1 � N In U COMMITMENT SCHEDULE B - SECTION 11 PG PAGE I rEi-n 1 °� P &M - PLAT & MEASURED II OI�I 0) 6 OI V. N � 7. Utility Easement Deed recorded February 9, 7973, in Official Record Book 3992 page 79, POB - POINT OF BEGINNING I * of the Public Records of Pinellas County, Florida. Affects as shown. POC - POINT OF COMMENCEMENT al It v Z ° \ B. Drainage Easement Deed recorded February 9, 1973, in official Records Book 3992, page PP - POWER POLE Z I 1 11 W 3 3 84, of the Public Records of Pinellas County, norido. Affects subject property as shown, 9 PS _ PARKING SPACES PT POINT OF TANGENCY ' t 3 ' PVC - PLASTIC PIPE 9. Reservation of rights of ingress, egress, light, air and view as contained in the Order of 1 J Taking, recorded in Official Records Book 3579, page 250• of the Public Records of Pinellas R - CURVE RADIUS 5.2,-T Q ' I County, Florida. Affects subject property as shown. RCP - REINFORCED CONCRETE PIPE I a '1 tt 00 00 '- b4 ° R/W - RIGHT OF WAY 1 N t O, , q� 10. Sidewalk Easement recorded November 12, 1992, in Official Records Book 8088, page _ t 9 O SANITARY MANHOLE 5.3' I 11 1 00 z 2 165, of the Public Records of Pinellas County, Florida. Affects as shown. SAN - SANITARY LINE �11 1 t Z !.w 11. Telephone Distribution Easement Deed recorded January 22, 1993• ;n Official Records Book SN - SIGN 14. II I Z 8156, page 1884, of the Public Records of Pinellos County, Florida. Affects Lot 1 and is -0. B6' e J, 1 l shown hereon. -SD- - STORM /DRAIN LINE 1 - STORM MANHOLE 140.8' 1 1 12. Distribution Easement recorded April 26, 1993, in Official Records Book 8252• Page 2301, 75' I 454.38' of the Public Records of Pinellas County, Florida. This is a blanket type easement covering -T- - UNDERGROUND TELEPHONE 106.6' CONIC. RAMP 18.0' 31.0' t ' q Florida Power Facilities over Lots 1 and 2. Z I t 11 W � - STORM INLET WING •°i OU � I Jt1 I o 13. Easement recorded September 17, 1993, in Official Records Book 8406, page 939, of the TB - TOP OF BANK WALL U 11 PS I o1 1 Public Records of Pinellas County, Florida. This blanket type easement is also an easement TP - TRAFFIC POLE °.1 1 for ingress and egress for refuse and garbage collections and City of Clearwater service and _.n_ 0 1 I [1 g y - TRAFFIC SIGN I CONC utility vehicles. t - TRANSFORMER JUNCTION BOX 10' SETBACK 1 I '1 t 14. Conservation Easement recorded December 2, 1993, in Official Records Book 8489 page TR - TELEPHONE RISER PER ZONING t t W I P 9 GREASE TRAP I 1 I o 170, of the Public Records of Pinellas County, Florida. As shown hereon. ASPHALT I 1 TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER t 15. Access. Parking. Surface Drainage and Temporary Construction Easement recorded TYP - TYPICAL t I December 23, 1996, in Official Records Book 9560• page 2162 of the Public Records of n I 1 I PP Pinellas County, Florida. There is a blanket type easement for surface sheet water drainage UE - UTILITY EASEMENT 10I PSI I I I I I I I ` `` 1 over Lot i, benefiting Lot 2. Other easements are shown or recited hereon. UP - UTILITY POLE 13 PS H I I -W- - WATER LINE I6. Dedications. Easements. Reservations and Restrictions as shown on the Plot of SAM'S WF - WOOD FENCE 1.5' CONIC. CURB (NP) I ISO \ �j t o CLUB CLEARWATER. recorded in Plot Book 115, page 80, of the Public Records of Pinellas WLF - WETLAND FLAG County. Florida. There is a blanket type easement in favor of Florida Power Corp. recorded in WS - WOOD SHED I t Official Records Book 3357, Page 443• Public Records of Pinellas County, Florida, covering - WATER VALVE I I 18I PS __ - -� Lots 7 & 2. Other easements are shown and /or recited hereon. 1f - WATER METER -so- CL # - NUMBER G) - EASEMENT NUMBER I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC I - 11.39' 1 1 TOP OF BANK �` 52.98•_-__ o I 25' SETBACK ASPHALT PER ZONING � I I � 110TSI I 131PS j '1 RETENTION AREA 1 `;•'� 1, 33.1' 1 23.2' 1.5' CONC. CURB (TYP) ) ` 23.26' METAL vi ° -------------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - PP HAND RAIL � N `n 2 'CURB &GUTTER .. DL N bl'03'04" E 639.03' DESC ° 2 'CURB &GUTTER o SW CORNER LOT 1 '� N "' N O 1.02'55" E 639.16' MEAS n e FND. 1" IP N N 01'0304" E 438.08' DESC P.O.C. THE REGENCY N O1'03b4" E 800.00' DESC EASTERLY R/W LINE " NO N 01'03'04" E 438.08' DESC 2 ' CURB & GUTTER CONC--' R/W TAKING PARCEL 102 PART "B" ° nor FLUME SW CORNER LOT 1 N 01'03.17" E 437.97' MEAS 16 D FND. 4" X 4" CM BYPASS DRIVE (50' R10r) �- PRM 4965 1 I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND LINE TABLE CORRECT TO THE BEST OF MY KNOWLEDGE, AND L1 N 89'42'43" W 1.00' DESC L6 S 68'13'18" E 42.90' DESC L10 S 01'37'27' W 13.50' DESC L14 S 01'03'04" W 15.00' DESC L18 N 01'03'36" E 27.50' D &M THAT THIS SURVEY MEETS THE. "MINIMUM TECHNICAL 1-2 S 01'17'39" E 50.04' DESC N 68'40.32" W 42.90' DESC S 01'09'41" W 13.50' DESC S 00'35'18" W 15.00' DESC L19 S 83.5751" E 53.62' D &M STANDARDS" AS REQUIRED BY 5J -17, FLORIDA N 01'42'19" W 50.04' DESC 42.78' MEAS S 01'40'15" W 13.48' MEAS N 01'03'37" E 15.00' DESC L20 S 00.2256" W 22.19' D &M CURVE CENTRAL. ARC CHORD S 01.21'18" E 50.04' MEAS L7 S 79'39'20" E 57.39' DESC N 01.38'04" E 13.50' DESC s 01.10'01" W 15.01' MEAS L21 N 89'41'27" W 20.85' D &M NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE BOARD OF LAND SURVEYORS, PURSUANT TO L3 S 13'02'11" E 46.41' DESC N 80'06'29" W 57.38' DESC L11 S 89'41'27" E 13.00' DESC L15 S 88'5656" E 13.00' DESC L22 N 88'56'21" W 6.26' D &M C1 99'09'27" 78.00' 134.99 91.58' N 33'5926" W 118.76 DESC .ando 17-LC. �^r SECTION 472.027 OF THE FLORIDA STATUTES. N 13'44'49" W 46.45' DESC 57.36' MEAS S 88'50'19" E 13.00' DESC S 89'24'42" E 13.00' DESC L23 S 88'56'21" E 4.26' D &M C2 15'0000 755.94 197.91 99.52 N 08'0518" E 197.34 DESC Robinson t. S 13.03'45" E 46.49' MEAS L8 N 00.08'42" W 50.00' DESC S 89'30'55" E 13.00' MEAS S 89.2922" E 12.61' MEAS L24 S 01'3727' W 1.96' DESC C3 01'37'20" 3809.72' 107.86' 53.83' S 03'04'48" W 107.85' D &M L4 S 29'3445" E 16.27 DESC N 89.40'52" W 13.00' DESC N 88'56'23" E 13.00' DESC L25 N 88.5621" W 3.00' D &M C4 01.0943" 3803.46' 7Z 14' 38.57' S 04'28'20" W 77.14' D &M F'Lorida 3,2803 N 29'31'31" W 16.25' DESC L9 N 89'4127' W 13.00 DESC L12 N 01'09'41" E 13.50' DESC L16 N 00'35'18" E 15.00' DESC L26 N 88'5621" W 5.50' D &M C5 01'25'03" 3807.72' 94.21' 47.11' S 05'4541" W 94.21' D &M N 88'50'19" W 13.00' DESC S 29.2626" E 16.24' MEAS L 13 N 88'5656" W 13.00' DESC ' ' _✓ , N Ss 15'08" W 12.94' MEAS L 17 S 01'03'04" W 50.00' DESC C6 02'56 23" 3831.72 196.60 98.32 S 04'59 56" W 196.57 D &M 894-6314 L5 S 44' 18'52" E 49.50' DESC S 89'40'52" E 13.00' DESC N 89.24'42" W 13.00' DESC C7 00.58'18" 3834.72' 65.04' 32.52' S 03'0236" W 65.04' D &M N 44'46'40" W 49.50' DESC N 89'06'15" W 3.00' MEAS C8 01'29'32" 3840.22' 100.01' 50.01' S 01'48'14" W 100.01' D &M TAMES Q. BRAY PSM 6507 49.61' MEAS S 89•56'23" E 13.00' DESC 1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 CONSTRUCT CONCRETE RAMP WITH DETECTABLE � - __ _ A WARNING (TRUNCATED DOMES) BYPASS DF PER FDOT INDEX NUMBER 304 Whj W �AN --- --- - *- - - - w11 V h/ S0103124"W 437.97 ti H rI w W 'AN _.N 01 °03'04" E .800.00' DESC ,, 7, I' _ B T_ RFTENTION ARF_ti J, Tr1[1 of BAN!/ MATCH EXISTING CURB II = 11 + o NOTES 1. CREECH ENGINEERS INC., INC. IS ONLY RESPONSIBLE FOR THE PROPOSED SITE IMPROVEMENTS RELATED TO THIS SITE PLAN MODIFICATION. CREECH II a_ 1 ENGINEERS INC., INC. DID NOT PERFORM THE ORIGINAL SITE DESIGN OR L P SURVEY AND ACCEPTS NO RESPONSIBILITY FOR EXISTING SITE CONDITIONS OR IF— FEATURES THAT WERE DESIGNED AND BUILT PREVIOUS TO THE PREPARATION OF THESE PLANS. 113 C d"4 2. ALL NOTES AND FEATURES ON THIS PLAN ARE ASSUMED EXISTING (UNLESS OTHERWISE NOTED) AND SHALL REMAIN. IIII 3. ANY NEW PAVEMENT SECTIONS THAT ARE TO BE REPLACED SHALL MATCH THE Ii REMOVE EXISTING CURB II I EXISTING PAVEMENT SECTION AND MATERIAL SPECIFICATIONS. cly") 4. ANY EXISTING STRIPING WHICH IS TO REMAIN IN PLACE AND WHICH MAY BECOME OBSCURED OR DAMAGED DUE TO THE CONSTRUCTION OF IMPROVEMENTS, SHALL BE REPLACED AND/OR REPAINTED AS NECESSARY. 7� IIII 5. UNLESS OTHERWISE SHOWN, ALL PAVEMENTS, DRAINAGE STRUCTURES AND PIPES ARE TO REMAIN. LL -- -- 4 J- -L -L L IIII 6. ALL NEW PAVEMENT WILL BE SLOPED TO CONFORM WITH EXISTING DRAINAGE SEE SHEET C-2 PATTERNS. II 7. ALL OF THE SITE'S STORMWATER FLOWS WILL REMAIN ESSENTIALLY THE SAME. DETAIL A D 8. THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) HAS AGREED TO ACCEPT ALL STORMWATER DISPLACED BY THE ACQUISITION OF A PORTION OF THE SAWS CLUB STORMWATER MANAGEMENT POND LOCATED ADJACENT TO �111 U.S. HIGHWAY 19. THIS DISPLACED VOLUME WILL BE TREATED AND 11 ATTENUATED AS REQUIRED BY THE SOUTHWEST FLORIDA WATER 0 MANAGEMENT DISTRICT (SWFWMD). THE FDOT WILL OBTAIN A PERMIT FROM I 9. ALL REGULAR PARKING SPACES TO BE IN WHITE PAINT, INCLUDING STOPS WHEEL D E 'II° �I �� � I I p H Co Z F ililT ,III I QII � IIII CITY OF CLEARWATER ZONING DATA MIN. LOT AREA 10,000 S.F. MIN. LOT WIDTH 100 FT. MAX. FAR 0.55 MAX. BLDG. HEIGHT 25 FT. MIN. FRONT SETBACK 25 FT. MIN. SIDE SETBACK 10 FT' MIN. REAR SETBACK 20 FT. IMPERVIOUS SURFACE RATIO 0.95 PARKING AREA SETBACK 25 FT/1 5 FT LANDSCAPE BUFFER 15 FT ,�j IIa r�; �I SAM'S CLUB fl, � i sal I I STORE #6420 BUILDING TOTAL AREA = 138,296 SF O il CREECH ENGINEERS INC., INC. HAS CONCLUDED THAT THE NUMBER OF PARKING SPACES 11 I i INCLUDED IN THIS PROPOSED SITE PLAN IS ADEQUATE TO MEET THE NEEDS OF THIS SAM'S CLUB. II IIII IIII SITE DATA ASPHALT TO BE REMOVED G Jill IIII II III 01 SOI*03'27"W 200.00- elf I Idn H II I II I IN I II II p 00 z i i K SL BIT, cl,il NEW ASPHALT 3 LIMITS OF PARKING MODIFICATIONS F FREEZER TRANSFORMER-\\,,, 11 1 12 1 13 1 14 ,AN 5 WP!, WX V71 7_2 ,17 41, d d H- 5 9 5 41, d d H- ix U L_ JI rA L F _T T_ r/ /0 4' y X 10 D! f — I II 0-- T" CANOPY 1k, (ni II A L 15 I 16 I 17 CONSTRUCT CONCRETE RAMP WITH DETECTABLE WARNING (TRUNCATED DOMES) PER FDOT INDEX NUMBER 304 W!"l w \wm wm wm II 0 PROPOSED ROADWAY WIDENING (- _ I PER FDOT PLANS Co QPr: QW1=9=T r'23 I it 18 I 19 II NORTR GRAPHIC SCALE 0 25 50 tCC IN FEET 1 inch 50 ft. ,j 711--,; MATCH �4'16.3 CURB LIMITS Oq PARKING EXISTING CUI MODIFICATIONS (TYP.) I i I I I ING J ii CURB P REMOVE EXISTING CURB LANDSCAPE AREA R3' q w. MATCH RT L EXISTING ) ETC H I I I 2: 1 1 1 1 1 11 Ij 1; i -- I� ___ ____ __ I I C_!::� 7.: CURB STING „ CURB J' L II I I P,j__L 1 -I - EXISTING CONTOURS PPnPn_1Q1=n _1QTnPrtA1A1ATF=;? 01� SHALL REMAIN AS IS j *AFTER THE GOVERNMENTAL ACQUISITION OF PARCEL No. 102 24- TYPE 'F' 1 7: 11 , 1 1 "-. �' ;{ i � ' MANAGEMENT FACILITY I t MATCH I v = N C CURB (TYP.) I PER FDOT PLANS EXISTING R4' R4.6 i I CONTROLSTRUCTURE MATCH CURB REMOVE GRATE EL. 36.36 r-EXISTING SITE ITE EXISTING co VIS CURB ABILITY 'CURB STORMIYVA -TRIANGLE .101*03'39"E MANAGEMENT— 146da' R=3840221 L=100.011 1\1\R=3,834.72' -kill FACILITY'" TYPE"D" R10 L=65 04' -PROPOSED- REMOVE 1.5' CURB (TYP) mum TYPE "C" NL R7 CURB lI W5621--r -5w. R=3,831 72' L=196.59' 1 MODIFIED EXISTING INIIJ 13.2- R__-3 \ _._ - - -_ —__ -- Ili 1807-7Z7 3D 32.1' S 88-56-21- E >\ co 72.2 3.00' CD 15.3' N 88*56'21"W 4.26' _GCATE RELOCATE EEaEa 1 '==M- -==� — — — — I' _ -_ -_ - -_ - �./ . , 29 EEa�:� R=3,803.46' SIGN 24 tj�3,1 L=77.14' SITE VISABILITY PROPOSED TY-P—E S 88'5621" E 6.26' "C"INL TRIANGLE FDOT T=NSTRUCT-PQN_CRErE CONCRETE RAMP WITH DETECTABLE FDOT TO CONSTRUCT CONCRETE CONSTRUCT — FDOT TO RINING (TRUNCATED DOMES) RAMP WITH DETECTABLE NWatTRUNCATEDDOMES1- -Lj -- - W11 - - - - - wm - - - - - W IM - - - - -- wm --PER FDOT INDEXKUMBER-304 W—AR-NINGTMNGATED DQMES) 1�4 - PER FDOT INDff�R wj� j RTDOT INDEXNUMBER 3 REMOVE INLET TOP WITH MANHOLE COVER AND REPLACE \m V"'I _-RRQE?0SED RIWAQWAY__ T_pLa1S — ----- - - -�.— �1=— = �I— = l� = =_ - -- — -- _— _____ _ �_ -I STATE ROAD 55. (US— 19) m'N`G PER FDO SEE SHEET C-2 DETAIL B _________ ___ ___ __ -__ - -- _---- __- - - - - -- � it � �` = -� tl WIN ar.1 ""M 'wm "'M ----- \,po, ',q, 77 A THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. OVERALL SITE DEVELOPMENT PLAN REV. BY ORIGINAL ENGINEER (MESIMER) L T in QC4 C4 *cn Cn d F Li Z C<3 ir C, cc) z Z I-z wz 1-6 ZN m C-4 04 ow W CL �Cn5 ;j >r z > W 0 Lj Yj 0) 04 0 . N orrig.-F"E..' St 0 $ .�'Olv*.. R49283 C. LO CD LO < 0 < _j Ld LL z z Z) 0 0 I"I_ p z C\I w qq- W (0 < C) it z — w W W C6 Lu W z III O E-L Er - O W U) w M W U) Z) I'— – C:) .-j < U3: w Q /W^ Z> W Q p < U) C) DRAWN Jmc CHECKED GIRR DATE 8/30/10 SCALE 1 " =50' JOB No. 10040.00 SHEET C -1 5" 9 5 ix U L_ JI rA L F _T T_ r/ /0 4' y X 10 D! f — I II 0-- T" CANOPY 1k, (ni II A L 15 I 16 I 17 CONSTRUCT CONCRETE RAMP WITH DETECTABLE WARNING (TRUNCATED DOMES) PER FDOT INDEX NUMBER 304 W!"l w \wm wm wm II 0 PROPOSED ROADWAY WIDENING (- _ I PER FDOT PLANS Co QPr: QW1=9=T r'23 I it 18 I 19 II NORTR GRAPHIC SCALE 0 25 50 tCC IN FEET 1 inch 50 ft. ,j 711--,; MATCH �4'16.3 CURB LIMITS Oq PARKING EXISTING CUI MODIFICATIONS (TYP.) I i I I I ING J ii CURB P REMOVE EXISTING CURB LANDSCAPE AREA R3' q w. MATCH RT L EXISTING ) ETC H I I I 2: 1 1 1 1 1 11 Ij 1; i -- I� ___ ____ __ I I C_!::� 7.: CURB STING „ CURB J' L II I I P,j__L 1 -I - EXISTING CONTOURS PPnPn_1Q1=n _1QTnPrtA1A1ATF=;? 01� SHALL REMAIN AS IS j *AFTER THE GOVERNMENTAL ACQUISITION OF PARCEL No. 102 24- TYPE 'F' 1 7: 11 , 1 1 "-. �' ;{ i � ' MANAGEMENT FACILITY I t MATCH I v = N C CURB (TYP.) I PER FDOT PLANS EXISTING R4' R4.6 i I CONTROLSTRUCTURE MATCH CURB REMOVE GRATE EL. 36.36 r-EXISTING SITE ITE EXISTING co VIS CURB ABILITY 'CURB STORMIYVA -TRIANGLE .101*03'39"E MANAGEMENT— 146da' R=3840221 L=100.011 1\1\R=3,834.72' -kill FACILITY'" TYPE"D" R10 L=65 04' -PROPOSED- REMOVE 1.5' CURB (TYP) mum TYPE "C" NL R7 CURB lI W5621--r -5w. R=3,831 72' L=196.59' 1 MODIFIED EXISTING INIIJ 13.2- R__-3 \ _._ - - -_ —__ -- Ili 1807-7Z7 3D 32.1' S 88-56-21- E >\ co 72.2 3.00' CD 15.3' N 88*56'21"W 4.26' _GCATE RELOCATE EEaEa 1 '==M- -==� — — — — I' _ -_ -_ - -_ - �./ . , 29 EEa�:� R=3,803.46' SIGN 24 tj�3,1 L=77.14' SITE VISABILITY PROPOSED TY-P—E S 88'5621" E 6.26' "C"INL TRIANGLE FDOT T=NSTRUCT-PQN_CRErE CONCRETE RAMP WITH DETECTABLE FDOT TO CONSTRUCT CONCRETE CONSTRUCT — FDOT TO RINING (TRUNCATED DOMES) RAMP WITH DETECTABLE NWatTRUNCATEDDOMES1- -Lj -- - W11 - - - - - wm - - - - - W IM - - - - -- wm --PER FDOT INDEXKUMBER-304 W—AR-NINGTMNGATED DQMES) 1�4 - PER FDOT INDff�R wj� j RTDOT INDEXNUMBER 3 REMOVE INLET TOP WITH MANHOLE COVER AND REPLACE \m V"'I _-RRQE?0SED RIWAQWAY__ T_pLa1S — ----- - - -�.— �1=— = �I— = l� = =_ - -- — -- _— _____ _ �_ -I STATE ROAD 55. (US— 19) m'N`G PER FDO SEE SHEET C-2 DETAIL B _________ ___ ___ __ -__ - -- _---- __- - - - - -- � it � �` = -� tl WIN ar.1 ""M 'wm "'M ----- \,po, ',q, 77 A THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. OVERALL SITE DEVELOPMENT PLAN REV. BY ORIGINAL ENGINEER (MESIMER) L T in QC4 C4 *cn Cn d F Li Z C<3 ir C, cc) z Z I-z wz 1-6 ZN m C-4 04 ow W CL �Cn5 ;j >r z > W 0 Lj Yj 0) 04 0 . N orrig.-F"E..' St 0 $ .�'Olv*.. R49283 C. LO CD LO < 0 < _j Ld LL z z Z) 0 0 I"I_ p z C\I w qq- W (0 < C) it z — w W W C6 Lu W z III O E-L Er - O W U) w M W U) Z) I'— – C:) .-j < U3: w Q /W^ Z> W Q p < U) C) DRAWN Jmc CHECKED GIRR DATE 8/30/10 SCALE 1 " =50' JOB No. 10040.00 SHEET C -1 J A C F91 L F G H J �K 2111 .M 1 1 2 1 3 LEGEND CALL 48 HOURS BEFORE YOU DIG IrS THE LAW! 1- 800 -432 -4770 Sunshine State One Call of Florida, Inc. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 4 1 5 1 6 1 7 DETAIL A BYPASS DRIVE - — SAN SAN - -- ��Q� - - SAN - - - v -- `` � CONSTRUCT CONCRETE REMOVEI EXISTING CURB C) 19� 1 MATCH -�� EXISTING SD CURB Sig MATCH EXISTING CURB l 10� REMOVE EXISTING CUR D RAMP WITH DETECTABLE WARNING (TRU C TED DOMES) ti,- - -- -- - vv PER FDOT INDE FABER 304 -- - MATCH - - -- -- 1 XISTING 1� SIDEWALK - = ., II I I — XIS NG�(_ CONSTRUCT CONCRETE (RAMP WITH DETECTABLE 1 9.3' WARNING (TRUNCATED DOMES) IPER FDOT INDEX NUMBER 304 + 1, UF' MATCH EXISTING CURB Q 1 + - 5' - -_ 11 I i CONSTRUCT CONCRETE RAMP WITH DETECTABLE WARNING (TRUNCATED DOMES) � ` PER FDOT INDEX NUMBER 304 Q I I 8 1 9 1 10 1 11 1 12 1 13 1 14 DETAIL B p NOTES 1. PROPERTY LINE - -- - - =- - -- -- - EXISTING CURB EXISTING STRIPING THAT CONFLICTS WITH FINAL LAYOUT NOT SHOWN FOR CLARITY. EXISTING BUILDING l EXISTING PARKING STALLS `X ` CC CC EXISTING CART CORRALS -� EXISTING SIDEWALK ° EXISTING BOLLARD X17 EXISTING ELECTRIC METER -Gas— EXISTING GAS LINE r;M EXISTING GAS METER STRAIGHT JOINT BETWEEN OLD AND NEW SURFACES. EXISTING HANDICAP PARKING �'- EXISTING TRAFFIC SIGN REMAIN IN OPERATION DURING CONSTRUCTION. EXISTING LIGHT POLE -- SD EXISTING DRAINAGE PIPE A EXISTING DRAINAGE STRUCTURE (?) EXISTING DRAINAGE MANHOLE �. EXISTING MITERED END SECTION 17.' 9' EXISTING GRADES - - - - - SAND-- - -- - -- EXISTING SANITARY SEWER l EXISTING SANITARY MANHOLES EXISTING WATER MAIN - - EXISTING WATER VALVE REPAINT EXISTING DIRECTIONAL ARROWS, THERMOPLASTIC STOP BARS AND OTHER EXISTING FIRE HYDRANTS EXISTING BACKFLOW PREVENTER 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE PUBLIC AT ALL PROPOSED CURB SHALL BE RESTRIPED (TWO COATS) OVER EXISTING UTILIZING EXISTING COLORS. TIMES. FENCING, BARRICADES, ENCLOSURES, BARRELS, ETC. TO BE USED IN THE BEST 9. CURBED ISLAND TO BE CONSTRUCTED USING TYPE D CURB AND GUTTER. PROPOSED SIDEWALK OPROPOSED PARKING STALLS m DIRECTIONAL DRAINAGE ARROWS SD PROPOSED DRAINAGE PIPE PROPOSED MITERED END SECTION -J PROPOSED DRAINAGE STRUCTURE ® PROPOSED RELOCATED SIGN 7J Z ASPHALT TO BE REMOVED W w NEW ASPHALT LIMITS OF PARKING MODIFICATIONS CALL 48 HOURS BEFORE YOU DIG IrS THE LAW! 1- 800 -432 -4770 Sunshine State One Call of Florida, Inc. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 4 1 5 1 6 1 7 DETAIL A BYPASS DRIVE - — SAN SAN - -- ��Q� - - SAN - - - v -- `` � CONSTRUCT CONCRETE REMOVEI EXISTING CURB C) 19� 1 MATCH -�� EXISTING SD CURB Sig MATCH EXISTING CURB l 10� REMOVE EXISTING CUR D RAMP WITH DETECTABLE WARNING (TRU C TED DOMES) ti,- - -- -- - vv PER FDOT INDE FABER 304 -- - MATCH - - -- -- 1 XISTING 1� SIDEWALK - = ., II I I — XIS NG�(_ CONSTRUCT CONCRETE (RAMP WITH DETECTABLE 1 9.3' WARNING (TRUNCATED DOMES) IPER FDOT INDEX NUMBER 304 + 1, UF' MATCH EXISTING CURB Q 1 + - 5' - -_ 11 I i CONSTRUCT CONCRETE RAMP WITH DETECTABLE WARNING (TRUNCATED DOMES) � ` PER FDOT INDEX NUMBER 304 Q I I 8 1 9 1 10 1 11 1 12 1 13 1 14 DETAIL B p NOTES 1. ALL SITE WORK SHALL MEET OR EXCEED THE SAM'S CLUB SITE WORK SPECIFICATIONS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ANY EXISTING ITEMS 2. EXISTING STRIPING THAT CONFLICTS WITH FINAL LAYOUT NOT SHOWN FOR CLARITY. THAT WILL REMAIN IN PLACE AFTER CONSTRUCTION AND DEMOLITION ARE COMPLETE. CONTRACTOR SHALL REMOVE STRIPING THAT CONFLICTS WITH PLANNED THOSE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, DRAINAGE SYSTEMS, UTILITIES, ` IMPROVEMENTS BY ABRASIVE BLASTING. CURBING, PAVEMENT, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN EXISTING 3. ALL NEW PAINTED PAVEMENT MARKINGS SUCH AS DIRECTIONAL ARROWS AND CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY EXISTING ir- L LW C LETTERING SHALL BE PAINTED USING TEMPLATES. DAMAGES AND NOTIFYING THE WAL -MART CONSTRUCTION MANAGER. 4. CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AS SHOWN TO ALLOW FOR CLEAN, 12. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WAL -MART �o STRAIGHT JOINT BETWEEN OLD AND NEW SURFACES. CONSTRUCTION MANAGER AND THE STORE MANAGER. THE EXISTING STORE SHALL 5. CONTRACTOR TO REMOVE ALL PAVEMENT, BASE MATERIALS, CURBING, BOLLARDS, ETC. REMAIN IN OPERATION DURING CONSTRUCTION. w WITHIN SAWCUT LIMITS OF CONSTRUCTION AREA. 13. CONTRACTOR SHALL KEEP ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR 6. ALL NEW STRIPING WITHIN SAM'S CLUB LOT SHALL BE PAINTED (TWO COATS) AS PER THE AND FREE FROM ANY CONSTRUCTION ACTIVITY AND /OR MATERIAL TO ENSURE EASY AND SPECIFICATIONS. THE ENTIRE PARKING LOT SHALL BE RE- STRIPED USING DOUBLE SAFE PEDESTRIAN AND VEHICULAR ACCESS TO AND FROM THE SITE. CONTRACTOR STRIPED PATTERN (MATCH EXISTING COLOR) PER DETAILS THIS SET. SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITHIN THE PROXIMITY OF THE 7. PEDESTRIAN CROSSING STRIPING 6" WHITE STRIPES 90° - 2' O.C. (TYP.). W /8" END EXISTING STORE WITH THE WAL -MART CONSTRUCTION MANAGER AND THE STORE STRIPES. SEE SHEET C -8 FOR DETAIL. MANAGER TO MINIMIZE DISTURBANCE AND INCONVENIENCES TO THE STORE'S 8. REPAINT EXISTING DIRECTIONAL ARROWS, THERMOPLASTIC STOP BARS AND OTHER OPERATION AND CUSTOMERS. PAVEMENT MARKINGS ON ENTIRE SITE PER SPECIFICATIONS. ALL PAVEMENT MARKINGS 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE PUBLIC AT ALL SHALL BE RESTRIPED (TWO COATS) OVER EXISTING UTILIZING EXISTING COLORS. TIMES. FENCING, BARRICADES, ENCLOSURES, BARRELS, ETC. TO BE USED IN THE BEST 9. CURBED ISLAND TO BE CONSTRUCTED USING TYPE D CURB AND GUTTER. POSSIBLE MANNER AND AS APPROVED BY THE WAL -MART CONSTRUCTION MANAGER. 10. ELEVATION OF NEW PAVEMENT TO MATCH ELEVATION OF PAVEMENT TO REMAIN. IT m C-0 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE IN ALL (i AREAS. -J CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASURMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN BY THESE PLANS. MATCH EXISTIN 1 i I CURB TRANSFORME 1 13 12 _ o (. III co • ,t 0 - - -_I - -_- -- - C - - - - -- - -- -- -- �- -- �l Fg1 , �. i 1 J [ - -- -- - - - - -- - - -- - - -- LIMITS OF PARKING I EXISTING MODIFICATIONS (TY . l DRAINAG MATCH I I STRUCTURE o !I ISTING CURB REMOVE h 9 I ISTING CURB t - 7 I; LANDSCAPE AREA ` 1 9 I II I I i I vi z C R3' o EXISTING 24" RCP ° brt __ - - -- VJ DRAINAGE PIPE EXISSTINH R3' N j � _ _ CURB I I I -- - - - - -- - - - - - -- - i MATCH Z I I XISTING CURB I ( - -- — - I Ar _ MATCH _ -- - - .. ^�� a CONST. TYPE "F" { XISTING p RA 'G' CURB (TYP.) R4.5' 1 CURB EXISTIN CONTOURS C{ ,. p• I , TO RE rIN AS IS -- -- _ _- REMOVE I ATCH EXISTING CURB ,,_ EXISTIN p 1 CURB ,. U )( 1 A) ii_'I } 1 ;,CONST. F OF CONST. TYPE "F _ONST. 92 L_" .p• I I i 'y l I I'll c, p� 18" HDPE CURB (TYP.) SITE VISABILITY I I I R5' 'Q ' n 1 10• O � CONST. TYP "D' TRIANGLE_ -► n CURB (TYP. REMOVE I XISTING CONST MODIFIED �• ^� > I i CONST. TYPE F \ ` _ TYPE &" NC:ET - � - R11 5' I CURB - TOP EL 3B 5 ' , II �r T I j i i r'.. CURB (TYP.) INV.-EL. = 32.00' 13.2' 7 k SEE DETAI 21 HEFT C =3;g SD < _ I, ^ �yy15.3 -1• -� ^.�) „;)'Cfti. � "� L � n N 88 °56121" W 4.26' �? °3.82` t =1085 , R= 3,803.46' 4) FDOT TO CONSTRUCT l' 1 S 88 °56'21 "" E ; S 6 l L= 77.14' !b aj� CURB UP TO )' C T`fP1NL PROPERTY LIN C OP EL. =MATCH EXISTING PAVE M C_ ) S. INV. = 32.00' ----- �j� RELOCATED -SIG FDOT TO CONSTRUCT CONCRETE MP WITH DETECTABLE �VARNING (TRUNCATED DOMES) _ ERfD0TRMEX NU -8304 1 SITE VISAS R VE INLET TOP = – FDOT TO CONSTRUCT CONCRETE RAMP WITH DETECTABLE TRIANGLE C FTI ND -WARNING -- UNCATED DOMES) 1 MANHOLE COVER E OT INDEX NUMBER-304 I will STATE ROA � ti (U S HIGHWAY 19)- `. > , IM I X11 II L II li h IIIj i Fit or, W DETAIL C DUNKIN DONUTS DRIVEWAY LOCATION PER FLEXIBLE DEVELOPMENT APPLICATION FLD2006 -04021 SITE VISABILITY TRIAN(GLE- RELOCATED SIGN 4 16 I 17 I 18 I 19 I NORTN GRAPHIC SCALE 0 15 30 60 I -1 1� 1 -t: z II y ! I II t _ I t< Z) 4121_J i - c' N 01 °03'36 E 93.56' SITE -- VISABILITY- - -- . -_ TRIANGLE ���- - -- -_71 5.4' II MATCH ` EXISTIN CURB - 7_I __- -- L - __ —_ -- - -- — -- - ' Lh 8 CONST. PAVEMENT SECTION TO MATCH EXISTING ELAVATIONS IF IN QUESTION CONTRACTIOR TO FOLLOW DRAINAGE ARROWS F 4.5'- SAW CUT AND CONST. LANSCAPED ISLAND TO l)\ �v MATCH EXISTING PAVEMENT C� J ELEVATIONS USING TYPE "D" CURB (TYP.) g I` 9 BID II i II I R45- OF PARKING' MODIFICATIONS (TYP.` REMOVE EXISTING r: CURB T8� i l I IgI ! r 3 i ! �� 11 igi 81 i I i i No SAW CUT AND CONST. LANSCAPED ISLAND TO �„ R4.5' REMOVE MATCH EXISTING PAVEMENT EXISTIN ELEVATIONS USING TYPE "D" CURB (TYP.) R4.5' CURB g I LP -- (11 I ! I ! I IgI 9 I I I I I i i 24' < REMOVE R45 EXISTIN CURB Rap 3 R10' �v -- m :� N 00 °24'50' E 251.94' - 7 9' ,. n ( IN FEET ) 1 inch = 30 ft. i FDOT TO CONSTR C CONCRETE I �jr RAMP WITH DETE ' T Lk WARNING (TRUNCP D DOMES) PER FDOT INDEX NU BER 304 n� ( rjo Ui (� I L ,li i ' I .Q -R131 'Li)l� � Ij \ kR OVE �= EXISTING L7 `L UJ iI CONST. TYPE "D" 1 CURB (TYP.)I PROPOSED ROADWAY C� WIDENING PER F T PLANS I I it 00, it I I co tC, Wiii, cn Q� OO I' m , CONIST. TYPE "D" I if CURB (TYP.) Q Wm O I U) 'I 10.3' LL - p r ,• I i I kY 7 < 4, vi 'i REM VE XISTING - !�- DETAILED SITE DEVELOPMENT PLAN REV. BY ORIGINAL ENGINEER 1 (MESIMER) .�J 0, M Oa0 N ` °;11) N ir- L LW C an Lic•No °.`49283 Y�= YM� Lis �o g_ Q f OOJQp5 J LL w W ;Ya °� p ° W �ZNm W a _OW LL a O C9 J N _Qw �U Lj d- U) m C-0 {)��OO �W (i vi -J Z - 0 N r- .�J 0, ` °;11) 0. Norris P.5 • EP 0 8 2010-`°' Lic•No °.`49283 .�J DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =30' JOB No. 10040.00 SHEET C =2 co Q N O Q J LL w J \J O 0(.) Z d- U) m C-0 < (i -J Z - �-- 7J Z C6 W w L.L. 00- � W U) L.L. O U) CO W C/) Q ~ J U� Qw �O / U) W � O U) J U > > N DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =30' JOB No. 10040.00 SHEET C =2 I 0 Ft] 5 A III E F G 1 i K 1 2 3 SAM'S CLUB AUTHOR: Joseph R. Sal June 6, 2007 LANDSCAPE TREE CANOPY ASSESSMENT CANOPY # NAME SIZE CONDITION* N S W E I LAUREL OAK 6- 8 12 12 1 3 LIVE OAK 5- 3_ 6 19 8 1 10 5 LIVE OAK 4- 8. 10 8 8 6 LAUREL OAK 6- 3 8. 12 12 8 7 LIVE OAK 4- 10 10 10 1 12 8 LIVE OAK 4' 10 8 101 121 9 LIVE OAK 5. 1 4 10 6 8 8 11 LIVE OAK 4" 1 10 6 8 10 12 LIVE OAK 4- 3 5 4 8 6 13 LIVE OAK 6' 3 8. 8 B 8 15 LIVE OAK 4' 0 6 8 8 1 6 16 LAUREL OAK 7" 5 8 8 1 6 17 ELM 4- 5 5 6 6 18 ELM 4' 1 4 5 51 51 19 ELM 4- 1 5 5 51 5 24 ELM 4" 5. 5 31 5 25 LAUREL OAK 7- 6 6 6 1 6 26 LAUREL OAK 9. 1 5 6 8 1 27 LAUREL OAK 8. 2 6 8 1 8 29 LIVE OAK 7" _ 3 8 6, E=-8 5 30 LAUREL OAK 9" 1 3 8 8 4 31 LAUREL OAK 111 2 9 9 11 1 9 32 LIVE OAK 10" 2 8 7_ 8 1 9 33 LIVE OAK 9. 2 8 9 9 1 11 34 SLASH PINE 5- 3_ 4 3 4 1 3 35 OAK 13" 3 12 1 14 13 1 12 36 _LIVE SLASH PINE 9. 3 8 8 7 1 9 37 SLASH PINE 6' jF 3 51 6 1 6 38 SLASH PINE 6- 5 6 6 1 8 39 SLASH PINE 7' 5 5 6 6 1 8 40 LIVE OAK 12" 4— 9 9 11 1 11 41 SLASH PINE 6' 6 8 8 8 1 8 42 SLASH PINE 6" 3 8 5 6 1 6 _43 44 LIVE OAK _ SLASH PINE 14- '61 4 12 8 15 5- 8 6 12 -6-1 122 MAGNOLA 45 LIVE OAK 9. 4 L 8 6 1 91 46 LIVE OAK 5- 4 6 8 8 5 47 ELM 5' 5 5 5 51 6 48 ELM C 5 5 6 61 5 51 SLASH PINE 6' 5 5 5 1 5 52 SLASH PINE 1111" 3 6 9 9 i 5 53 HOLLY 5. 8 8. 6 7 1 8 57 LIVE OAK 51 5 10 8 8 10. 58 L OAK 5- 1 6 6 8 1 8 59 LIVE OAK 7- 5 12 81 9 9 61 LIVE OAK 91 4 10 12 19 1 1 2 62 MAGNOLIA 6" 4 6 12 101 12 63 LIVE OAK 13" 4 15 12 15 MAGNOLIA 64 LIVE OAK 12" 4 1 12 15 15 1106 65 LAUREL OAK 15" 3 20 15 17 1 15 67 LIVE OAK 12" 3 15 12 22 15 68 LAUREL OAK 11" 3 17 15 17 15 69 LIVE OAK 5- 6 6 8 10 101 70 - LAUREL OAK 13" 3 151 15 18 18 71 _ LIVE OAK 6' 61 51 51 145 10 0 SAM'S CLUB AUTHOR: Joseph R sell June 6, 2007 LANDSCAPE TREE CANOPY ASSESSMENT CANOPY # NAME SIZE CONDITION• N S W E 72 LIVE OAK 4' 6 6 8 8 X73 LAUREL OAK 17" 3_ 20 is is 15 75 LIVE OAK 4" 6 8 6 8 76 LIVE OAK 4' 3 6 6 8 8 76 LIVE OAK 5' 6 8 5 6 -1V LIVE OAK 4' 5 6 6 —6 78 LIVE OAK 4' 1 4 8 81 8 8 79 LIVE OAK 4' 1 10 8 8 71 80 LIVE OAK 6' 3 12 8 12 12 81 LIVE OAK 9. 3 10012 6 8 10 82 DEAD 12' 0 —fs- 12 —16- 18 83 LIVE OAK 6- 5 6 6 8 85 LIVE OAK 7- 6 6 —86C 8 86 LIVE OAK 5- 1 8 a 5- 8 92 ELM 4- 1 12 121 8 10 3 ELM 4' 8 8 10 6 94 ELM 4' 9 6 6 10 96 ELM 5. 5 6 8 8 97 ELM 5. 6 8 9 8 98 ELM 4- _ 3 4 5 4 5 99 ELM 4" 11 3 8 8 4 101 ELM 4- 8 8 10 10 101 102 _ELM- 7" 10 12 18 15 15 103 ELM 10" 3 15_ 10 12 15 104 LIVE OAK 111" 3_ 15 18 18 15 105 LAUREL OAK 9. 3 12 16 10 12 112 LIVE OAK 5- 5 5 5 5 113 HOLLY 5- jF 4 5 5 6 114 HOLLY 61 8 6 5 6 115 ELM 7- 5 12 8 81 11 116 CRAPE MYRTLE 4@4- 5 6 5 5 8 117 ELM 5" 6 5 6 8 6 120 ELM 9. 3 11 11 14 14 121 MAGNOLIA 5" 5 5 4 3 3 122 MAGNOLA 4- 4 41 4 4 4 123 MAGNOLIA 49— 3 4 -4-----3-- Ul 124 MAGNOLIA 4' 5 2 5 3 3 125 LIVE OAK 4' 3 5 3 5 128 LAUREL OAK 111 129 MAGNOLIA_ 4" -1 3 2 3 3 131 MAGNOLIA 10, 1 3 6 8 6 7 132 BALDCYPRESS 61 5 5 5 5 133 BALDCYPRESS 6" 6 5 5 5 134 BALDCYPRESS 6- 5 5 5 5. 135 BALDCYPRESS 5- 5 5 5 5 136 BALDCYPRESS 5. 4 4 4 4 137 BALDCYPRESS 6- 61 5 4 5 138 MAGNOLIA 4- 1 3 3 3 3 139 MAGNOLIA 4' 5 5 5 3 140 MAGNOLIA 4- 5 5 5 3 141 LIVE OAK 4" 5 5 71 51 142 LIVE OAK 5- 5 6 6 143 LIVE OAK 4- 5 4 5 4 144 LIVE OAK 5' 6 61 51 51 145 LIVE OAK 5" 5_ — 41_ 5 h R. Samnik AUTHOR: Josep SAM'S CLUB June 6, 2007 LANDSCAPE TREE CANOPY ASSESSMENT l # NAME SIZE CONDITION' N S W E 146 MAGNOLIA 5. 6 7 6 5 147 MAGNOLIA 5. 7 5 2 4 148 MAGNOLIA 5. 3 5 2 5 149 LAUREL OAK 14• 3 8 15 15 15 149 LIVE OAK 5 6 8 —10 A ELM At -LAUREL OAK 29* 1 4 20 20 20 15 B ELM 6' 9 1 8 9 12 BI LIVE OAK 9" 3 15 6 20 4 MAPLE 4' 15 6 6 10 0 LAUREL OAK 12' 3 —fs- 12 —16- 18 DI MAPLE 4* 15 17 14 16 E LIVE OAK 6* 6 a 8 8 El BALDCYPRESS 4' 1 8 8 81 8 F MAGNOLIA 4' 4 5 5 31 Ft BALDCYPRESS 4' 10 8 9 10 G CRAPE MYRTLE 4* 9 4 8 5 G1 BALDCYPRESS 41 11 7 8 10 ... I±_ _LIVE 6 _8. 7 8 —ff -5- HI I _OAK BALDCYPRESS LIVE OAK _!!:__ 6- _ 3 10 ____A 8 -----6-- -----8- 11 BALDCYPRESS 7" 3 11 10 91 10 J CRAPE MYRTLE 5" 8 6 8 61 A BALDCYPRESS 10, 3 10 8 9 10 K LAUREL OAK 16" 2 12 20 15 16 K1 LIVE OAK 4" 5 5 5 5 LI LIVE OAK 4- 5 5 5 5 M LIVE OAK 4" 5 MI ffi�t-(5A-k 4' jF 3- 5- N LIVE OAK 4" Ni 0 LIVE OAK LIVE OAK 4" - -- 5 6- 5 5 5 -V ----- 01 UVEOAK 4' 5 5 5 5 PI LAUREL OAK 10" 3 6 9 9 9 Q1 MAGNOLIA 4" 4 4 4 4 R1 LIVE OAK 4' 5 51 4 5 SI MAGNOLIA 4 41 41 4 T1 LIVE OAK b4��I 51 5 Ul MAPLE 16' 1 1 5 —6 *Based on city of Clearwatef's condition rating system: 0 -Dead, require removal 1-Poor (nearly dead, hazardous), require removal 2-Below average (declining, diseased, poor structure, potential hazard), require removal 3-Average (worthy of preservation but has some minor problems, minor decline, tip de-back, minor L inclusion) problems can be corrected 4-Above average (rather healthy tree with very minor problems) 5- Outstanding (very healthy) 6-Specimen (unique In size, age, exceptional quality) NOTE: EXISTING LANDSCAPE DATA COMPILED BY MR. JOSEPH R. SAMINIK OF SAMNIK AND ASSOCIATES, LLC AT CALL 48 HOURS BEFORE YOU DIG WS THE LAW 1-800-432-4770 %,. Sunshine State One Call of Florida, Inc. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 4 5 1.1 7 N �01 10 11 12 13 14 15 16 17 im 19 GRAPHIC SCALE 0 25 50 100 BYPASS DRIVE IN FEET 1 inch 50 ft. -dim - — _- - - - - - - - — sil sil am Allim 411111111111- -- - - — - - - -777 - '= = --- = = = Z:= 2=7 26 r2-51 -MMOMONNENEEMNI,- sil 15 F 7T TOP OF BANK © 18 Ij 01 II CO 1 -T L19j 36 '17379 42 I I- E r381, F FI Fi rr-1- r _ I- I I rM 43 1,10 Z FK-j I r1111-1-1-1-11 ILL fi J-1 I+ I BI II I LL 11 -L -L 1 -L L -L L -Z ( III ! ! 5-31 II I j M1 I ci V l� ✓� i- ��/'� I I I ( I I ��_ i7 I ! I i � } ( -- -- �1a7 F14-61 F + t j -I T J, 171372 i� � I I ,3 I J I ,f�j L --� L j T Tj TF .0 ® M] 6 0 i I �` /� �� I l i f,���`� 1 1 1 1 1 1 1 � .l, i l i i l I l i l i �� i Lt, WOODED AREA SAWS CLUB I �_! PKII LOW LANDS N ail 7 M W 0 STORE #6420 In] 11M 0 BUILDING TOTAL AREA 138,296 SF r(M Lj- dj+-Fl; J j !�_li I —�� i I I i ,� -!i I! i— .I I I- I I �� I _II PROPOSED R4DWAY WIDENING PER FDOT PLANS Cl) ©;_; ; ! I ICI � II I II I 72 W 177-3-11 b H _IF L -1-14-1 I-J I�) ���® ;160 _ Ir !! 11T- - E931 t. sill �,,\ �,_.! it I - I - - -!- — I-- I-- i-- -�- -I =!� =� (I i i I / \ ! f I I < ^� i I` -__ _. -- _ "�� I ! ! I ! I ! I }.1i© 96 FGI1 0 F T r -H-1 1 172 51 125 12 PlM r M12 �wi t + A L j Y 9 F-J-11 7) 7c,-3 I 0 0 I �� I ii `I °' T i! ``, I I t; PROPOSED STORMWATER MANX-3EMENT FACILITY Nil ,-,- JR—j PER FDOT PLANS j ---- - - -- -- i;4- 171-2-2 L j- J GEM dil F MOOMMORM IT1 4-21 1714-11 MI 1713-91 sill S1 I - - I: l 138 -M] N ;112rR 1710-11 J F M a—Nn 8 JI N " 06 1 137 136 135 133 132 0 7-- 5 1112-01 0=3 M1 Z=Z� JL STATE ROAD 55 (US-19) 7: L __: 1: -= - LLL-3 EXISTING LANDSCAPE INVENTORY PLAN REV. BY ORIGINAL ENGINEER (MESIMER) to to 00 04 L an j. al Z *) I j5d Li I= Z 0] 00 Z L J Z 1Zx -: W ir W 5 0 In q W Z C14 M cc,44 >: Z a 0 JJ cn W U.1 0W0 LJ (A 0) 04 '0. Norris P.E. SEP, U�W't�)49283 0 LO Ill C) I C.0 < N 0 � � 0 < -j Ld U- Z Z Z) 0 O C) Z N W It U) (0 < 0 -J Z 1-: i — W W W 0C Z C6 W W W 0 CL F- U) 0_ 0 1j) CO W 111- -17 III- U) IIII.- < CD U3: , U ) Er- Qw < U) LU < C) U) C) DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =50' JOB No. 10040.00 SHEET C=3 J U 43 L LJ E F G H 1 J am E L MI 1 1 2 1 3 1 4 1 5 l7CIVClCHL LMIVUJIr/Ah'C IVV I CJ 1. All plant materials shall be Florida #1 or better and installed to highest nursery standards. Plants shall be healthy, free of pest and disease. 2. All plants shall be container grown except as noted on plan. 3. All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics. 4. Sod shall be 95% weed free St. Augustine "Floratam ", installed with tight joints. 5. All dimensions shall be field checked by the Landscape Contractor prior to construction with any discrepancies reported to the Landscape Architect. 6. All materials shall be as specified on the plans. If materials, labor or installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with specified materials and installation carried out by the Landscape Contractor at no additional cost. 7. All required permits are to be provided by the installing contractor unless specifically stated otherwise in the specifications. 8. Contractor shall be responsible for all items as shown or described on this plan and specifications. 9. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as specified. 10. The Landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion. 11. All repairs and /or replacements shall be made by the Landscape Contractor within 10 working days upon notification of any deficiencies by the owner or their representative. 12. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape Architect. FERTILIZATON Shrubs and Trees All trees and shrubs shall be fertilized with "Agriform" 20 -15-5 planting tablets at time of planting and prior to installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that is between the middle and bottom of the root ball. Application Rate: 1 Gallon Container:1 - 21 gram tablet 3 Gallon Container :2 - 21 gram tablets 5 Gallon Container.3 - 21 gram tablets 7 Gallon Container.4 - 21 gram tablets Trees: 3 tablets per each'/" caliper of trunk Groundcover Areas All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer per manufacturer's specifications. VCIVCr[/AL IltrtiV/11 IVIV IVV ICJ 1. Adjust existing irrigation system to provide 100% coverage of all landscape areas. 2. Shrub risers shall only be used in hedges or mass plantings. Risers shall not extend more than 2" above the installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be installed adjacent to walkways, driveways or other areas where they may be damaged. 3. All heads installed in planting areas along walks, drives and parking lots shall be 12" pop -up fixed spray heads. All heads shall be installed with the top of the spray body flush with finish grade. All groundcover areas shall be irrigated with 12" pop -up fixed spray heads and extensions as required. 4. All sodded areas shall be irrigated with 4" pop -up spray heads or pop -up gear driven heads unless otherwise specified. 5. Pipe, valves and other irrigation equipment may be shown in drives, walks or buildings for clarity only. Install all valves and other equipment in landscape beds for best accessibility and concealment. 6. Valves shall be installed in a manifold within a valve box of sufficient size to service all valves within the box. Valve box shall be free from any debris which may cover valves. Provide 3" depth gravel sump at the bottom of the valve pit. 7. All irrigation equipment and installation techniques shall meet federal, state and local codes, regulations and ordinances. 8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on flexible polyethylene swing joints. 9. Gear driven heads and fixed spray heads shall be installed on separate zones where possible. Precipitation rates and head type should be compatible with each zone. 10. Gear driven heads shall not be Installed in shrub areas or be installed on risers where possible. 11. Controller shall be mounted as shown on plan. 12. All sleeves shall be schedule 40 pipe installed a minimum of 14" below grade. Sleeves shall be used only to install lateral irrigation lines through. Sleeves shall not be used as a method to convey water through the system. 13. Adjust all heads to provide maximum coverage and efficiency and minimize overthrow. Irrigation heads shall not spray over walks, drives or any other non - irrigated areas. 14. Equipment shall be manufactured by, "Toro", "Rainbird" or "Hunter" or as otherwise stated on the plans. 15. Contractor shall field verify water source to deliver the proper pressure, pounds per square inch (PSI) and water flow, gallons per minute (GPM) as required by the irrigation system. Notify the Landscape Architect if there Is any discrepancy. 16. All permits required for installation shall be provided by the contractor. 17. Refer to the Landscape Plans when locating all irrigation equipment. Allow ample room near irrigation equipment for the proper installation of trees, shrubs and other work shown on drawings to be installed. 18. All wires shall be installed in wire sleeves. 19. Contractor shall be responsible for all items on the plan and irrigation specification. 20. Contractor shall instruct the owner on the full operation and maintenance of the irrigation system. 21. Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all landscape areas. LANDSCAPING NOTES 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA No. 1 GRADE OR BETTER AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II, BY THE DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERY STANDARDS FOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES. 2. ALL REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT. OVERALL HEIGHT WITH A MINIMUM 4" TRUNK CALIPER (MEASURED 6" FROM GRADE) AT THE TIME OF PLANTING. ADJUST TREE LOCATIONS AS NEEDED TO AVOID CONFLICTS WITH UTILITIES, OBSTRUCTIONS, ETC. REFER TO MATERIALS SCHEDULE FOR EXACT SPECIFICATIONS. 3. ALL TREES AND SHRUBS SHALL BE SPACED A MINIMUM OF 2 FEET FROM HARDSCAPE ELEMENTS. 4. ALL PLANTINGS SHALL BE MULCHED WITH A MINIMUM OF 3" LAYER. ALL TREES IN LAWN AREAS ARE TO HAVE A 6 FT. DIAMETER MULCH RING AROUND THE TRUNK. 5. THE LANDSCAPE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEAN -UP OF THE PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS AND RUBBISH. 7. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING TREES, SHRUBS AND LAWNS. PRIOR TO INSTALLATION OF PROPOSED MATERIALS, EXTRANEOUS MATERIALS SUCH AS ROCKS, DEBRIS, UNACCEPTABLE SOILS, BUILDING MATERIALS OR ANY OTHER MATERIALS THAT MAY BE A DETRIMENT TO THE HEALTH OF THE PLANT MATERIALS SHALL BE REMOVED. THE PLAN LAYOUT SHALL GOVERN THE EXACT QUANTITIES OF PROPOSED LANDSCAPE MATERIAL. 8. THE LANDSCAPE CONTRACTOR SHALL BECOME ACQUANTED WITH RELATED SITE IMPROVEMENTS, INCLUDING SITE GRADING, PAVING AND ALL UTILITIES (WATER, SEWER, POWER, CABLE, ETC.) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A TROUBLE FREE INSTALLATION. 9. THE EXACT LOCATION OF EXISTING AND PROPOSED STRUCTURES, UNDERGROUND UTLITIES PIPES, ETC. MAY NOT BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE LOCATION OF THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATION. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPAIR / REPLACEMENT IF DAMAGED BY HIM. 10. CONTRACTOR SHALL CALL SUNSHINE STATE ONE -CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ACTIVITY. (1- 800 - 432 -4770) 11. QUANTITIES ON PLAN TAKE PRECEDENCE OVER MATERIALS LIST. QUANTITIES ON MATERIAL LIST PROVIDED AS A COURTESY ONLY. CONTRACTOR SHALL ENSURE THAT PLANTS ARE PROPERLY SPACED AND THAT ALL LANSCAPED AREAS ARE COMPLETELY FILLED WITH PLANT MATERIAL. 12. ALL LANDSCAPE AREAS NOT DISTURBED BY CONSTRUCTION TO REMAIN. CALL 48 HOURS BEFORE YOU DIG IrS THE LAW! 1- 800 -432 -4770 Sunshine State One Call of Florida, Inc. INIJ UUGUMLNI, IUULIHLH ml„ IHt GUNCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 v.'%' :V1 ' Irri.LJ.,N TREE PLANTING DETAIL NOTE: MULTI -TRUNK TREE PLANTING SIMILAR. RELOCATED TREE SIMILAR 1 3/4 " WIDTH BLACK POLY. MESH TAPE. MIN. 3 PER TREE, EQ. SPACING PLANT AT SAME LEVEL AS ORIGINALLY GROWN /3" MULCH RING. KEEP MULCH 3" AWAY FROM TRUNK REMOVE BURLAP, WIRE BASKETS, ETC., FROM ROOTBALL. 2"x 4" x 24" WOOD STAKES ANCHOR 3" BELOW GRADE PLANTING SOIL �- SOLID SOIL BASE'PEDESTAL' NOT TO SCALE NOTE: INSTALL PLANTS WITH ADEQUATE SETBACK TO ALLOW FOR MATURE GROWTH WITHOUT INTERFERENCE BETWEEN PLANT GROWTH TYPES, AND WITHOUT OVERLAPPING PAVEMENT, STRUCTURES, ETC. 3" MULCH ,•3,y� ;� KEEP BACK FROM PLANT STEM � � f FIN. GRADE REMOVE ENTIRE CONTAINER. ti 3; 1 PLANTING SOIL PLANT AT SAME DEPTH AS " ORIGINALLY GROWN. I SHRUB PLANTING DETAIL NOT TO SCALE MATERIALS LIST QTY. KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS 32 QV Quercus virginiana Live Oak B /B, 12'- 14' oah., 5'- 6' spr., 4" d.b.h. 1033 RI Raphiolepis indica India hawthorn 3 gallon, 14" ht., 30" o.c. MULCH Grade 'A' Shredded Cypress Mulch Mulch to 3" depth i 14 15 16 .w N 1X4 PT RAILS /2X4 PT POSTS 48" HEIGHT EXISTING GRADE 24" DEPTH 'a; :r I I It' '' I �I I �I , '' TREE PROTECTION DETAIL DUNKIN DONUTS DRIVEWAY LOCATION PER FLEXIBLE DEVELOPMENT - APPLICATION FLD2006 -04021 SITE VISABILITY TRIANGLE RELOCATED SIGN _N 01 003'36 "E_ 93.56' SITE VISABILITY-- TRIANGLE 1 _ i !l - - ---- - Z_ _J LIMITS OF PARKING MODIFICATIONS QV 17 1 LIMITS OF PARKING MODIFICATIONS N 00 024'50" E 251.94' ALL NEW LANDSCAPE AREAS TO BE IRRIGATED IN ACCORDANCE WITH THE GENERAL NOTES AS PROVIDED ON THIS PLAN SHEET it M 17 18 I 19 NORi'N GRAPHIC SCALE o Is 30 ec ( IN FEET ) 1 inch = 30 ft. NOT TO SCALE TO B CONS JUCTED BY FD PROPOSED Rd DWAY -/ WIDENING PER F OT PLANS - i ,I C J Q O/ 00 Wm 1 I a 1 r�' J PROPOSED LANDSCAPE PLAN EM REV. BY ORIGINAL ENGINEER 1 (MESIMER) M f i M , ON Y" �g CvW nn ,YEN N LJ Jj Zap IQ- F� S'�oyg O Lr. a Z Q F IZNM I ONE _w w +C, ao. }' Z t � . 0 ° H _J _J= a J N aw xt�t��� � V Ll.i vi co C4 In 0.. Norris', IU.I . mid.• SEP 08 2010 Lic. No. 49283 O LO O 1 Q N 0 C1 O Q J LLl V- J J_ Z Z O O N U W � Q () m *k J Z W W Z ly W OE vJ 0 O vJ CO W F=-- J Q c) 3: Qw U) Q 2 U) W J Q V Q o O U) 3: N DRAWN JMC CHECKED GRR DATE 8/30/10 SCALE 1 " =30' JOB No. 10040.00 SHEET C =4