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CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD <br />CHORD BEARING <br />----- <br />C1 <br />------ <br />44.00' <br />----- <br />09'52'37' <br />------ <br />7.59' <br />----- <br />7.58' <br />---------- <br />NlSO4'12'W <br />C2 <br />56.0' <br />1610'45" <br />14.84' <br />14.79' <br />N15'43'16"W <br />C3 <br />125.00' <br />15'10'45" <br />33.12' <br />33.02' <br />N1543'16"W <br />F.P.K.N.& D. <br />No. 4542 <br />F.P.K.N.& D. <br />No. 4542 <br />P.C.P. <br />EP.K.N.& D. <br />No. 4542 <br />P.C.P. <br />N81'52'07'E 12--d <br />Wes" oloO <br />Nt�"� <br />F.P.K.N.& D. <br />No. 4542 <br />P.C.P. <br />MERIDIAN BASED ON THE CENTER LINE <br />OF PYRITE DRIVE AS BEARING <br />S W07'53"E (PUT). <br />LANDSCAPE <br />BUFFER <br />(COMMON AREA) <br />RETENTION <br />POND <br />DESCRIPTION: <br />LOT 187, EMERALD POINTE RV RESORT PHASE THREE, <br />AS RECORDED IN PLAT BOOK 38, PAGES 7 THROUGH <br />11, INCLUSIVE, OF THE PUBLIC RECORDS OF PASCO <br />COUNTY, FLORIDA. <br />CERTIFIED TO: <br />HEATHER BOWMAN <br />PROPERTY ADDRESS: <br />3450 PYRITE DRIVE <br />ZEPHYRHILLS, FLORIDA <br />I CERTIFY THIS PLAT TO CORRECTLY REPRESENT THE <br />SURVEY OF THE LANDS SHOWN AND DESCRIBED HEREON, <br />AND MEETS OR EXCEEDS THE MINIMUM STANDARD <br />REQUIREMENTS OF CHAPTER 61G17-6 FLORIDA <br />ADMINISTRATIVE CODE. <br />poor PLAN <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />LEGEND <br />F. Found <br />S. = Set <br />LP. = Iron Pipe <br />LR. s Iron Rod <br />C.M. = Concrete Monument <br />C. = Cap <br />N. & D. — Nail & disk <br />P.K.N. P.K. Nail <br />R.R.S. — Railroad Spike <br />P = Plat Dimension <br />Field Measurement <br />D Deed Information <br />R Radial Line <br />= Utility Pole <br />Fire Hydrant <br />m = Water Meter <br />P.O.B. Point of Beginning <br />TBM = Temporary Bench <br />E.P. = Edge of Pavement <br />O.H.W. Overhead Wire <br />P.C.P. = Permanent Control Paint <br />1. Copeland & Sons, Inc. and or certifying surveyor accept no <br />responsibility for right of way, easement restrictions or other <br />matters effecting title to land surveyed other than those recited <br />in current deed and or instruments of record furnished by client <br />and or their agents. <br />2. Underground Encroachments, if any, located. <br />3. Elevations based on Mean Sea Level N.G.V.D.) <br />4. Unless it bears the signature and original raised seal of a <br />Florida Licensed Surveyor and Mapper this drawing, sketch, plat <br />or map is for informational purposes only and is not valid. <br />This is to certify that I have consulted the Federal Insurance <br />Administration Flood Hazard Boundary Map, Community No. 120235, <br />Panel No. 0005C, Effective Date 4/8/83, and found the subject <br />property is in Zone X". (Revised 12/17/91.) <br />C:\2002\02-60E <br />7 0 <br />K.. y r <br />• L.J <br />A�4-®o SS 1 O N° ° • �0�®, <br />® rrrrd�R��, <br />JOSEPH W. BELT P.E. <br />CONSULTING ENGINEER <br />BELT JOB #E19-751 <br />REGISTRATION NUMBER 45147 <br />CA # 29694 <br />1503—A WEST BUSCH BLVD. <br />TAMPA FLORIDA 33612 <br />PHONE: (813) 961-3075 <br />FAX: (813) 961-1031 <br />email: jbelt®beltengineering.com <br />I CERTIFY THAT TO THE BEST OF MY <br />KNOWLEDGE AND BELIEF ALL OF THE <br />STRUCTURAL ELEMENTS AND SYSTEMS FOR <br />THIS STRUCTURE HAVE BEEN DESIGNED TO <br />BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 7TH EDITION 2020. ALL <br />OTHER ELEMENTS, SYSTEMS AND <br />ASSEMBLIES ARE THE TOTAL RESPONSIBILITY <br />