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1 <br />�.01ool <br />\ <br />\ <br />\ <br />L <br />7 <br />SET TEVPO,��LI\CI-,MAR " <br />/30�'-CJT \ <br />—V TOP Of cops\ <br />_i <br />\ ELEI,ON-88.44 _ <br />NA VD 88 <br />F rr 5/ <br />CA. ILLEG/DLE Sv^ <br />— FC 4X4 PP" 8 <br />FUN <br />\ J <br />F1mUWLa41E Pn <br />\ <br />\ <br />\ <br />\ <br />\ <br />F'R 51,48" S'pow/ .3. <br />FCIR <br />60' RIGHT—OF—WAY BYPLAT <br />SFT TILIHJ DIES <br />/VA IL A`,/ <br />c cvl1,I0I`l 88.44, <br />A//H/D Sg­ ii�_ <br />flR 5 /S" <br />9 PARKING SPACES & <br />LOW A0SONRY WALL <br />1 \ LP N 89'55'07" E 1J3.95' (F) <br />\ . Ol 9 EBX W-57481E IM.62' (P) <br />\ FIR5/8,,, •� LP <br />5 VOID —616 <br />—E—� <br />� �EBX " <br />�l ) oZ �. <br />Np\ X 4 SPACES 3 WHEELSTOPS <br />Z�\ \ FLOOD ZONE '71r" `�• FL000 ZONE <br />1 \ <br />• \ \ \ \ ���� CONC. SIDEWALK <br />� asr <br />3555 <br />2' <br />UP i \ <br />r CAS 3X3 <br />O NUM,OE,;? <br />°CATV <br />AWF DRAIN <br />I <br />I <br />\ \ ROOF DRNN <br />\ I <br />ti E <br />h <br />8a' <br />' g10I <br />' w <br />/l r <br />my ' <br />I <br />/ ao' <br />/ r <br />I <br />I <br />tiIti <br />� <br />> QI Q pq <br />V <br />02 q I <br />FIR 5/b <br />F \ I <br />v�cFlRA� <br />\ ate <br />W` <br />m72 A7 or () <br />? <br />D4 <br />�� <br />ONE STORY MASONRY, <br />STUCCO & BRICK w <br />4i <br />BUILDING FRONT <br />Z <br />�' <br />ADDRESS 6610 <br />#u W <br />6'S <br />1Po00"­1 <br />h <br />PW ROOF D1RNN <br />& 45' BEND rO GROUND <br />SOUTH ENTRANCE <br />BUILDING <br />ADDRESS 6606 PVC ROOF DRNN <br />® d 45' BEND TO GROL/ND <br />60.4' <br />CO I <br />(FLOOD ZONE 7 <br />6 � <br />ROD ZONE AE <br />(EL 88.5) 40 � <br />8" Glyn <br />4. C <br />=85.69 � <br />I \ ; <br />FLOOD <br />ZONE AE = I o g <br />(EL 88 5 i I <br />� iR �/� <br />1 noNO /_ P I 1' 40 Fb• <br />AID ZONE fobC _ FOOD ZONEAE <br />I TPED <br />FLOODS 87'57'48' W IM 45'(P) \\ (EL 88 5) — I <br />S 89'55'12" W IM41' (F) \ // <br />ON£ STORY Ai4SONRY BUILDING (EDG <br />OF ROOF OVERHANG AND MECHANICAL \ / <br />PROJECTIONS NOT .MEASURED) \/ <br />' <br />1.jr3?4' (F) <br />%� <br />S 87'57'48" <br />49' (P) <br />ELEVATIONS SHOWN HEREON ARE NAVD 1988 <br />NAVD 1988 TO NGVD 1929 = +0.85 FEET <br />Legend: (AS APPLICABLE) <br />� <br />TUM <br />40 <br />FLORIDALODTH EPARTMENTOFVERTICAL TRANSPORTATION <br />SCIR <br />SET CAPPED IRON ROD 1/2' LB *7013 <br />TPED <br />OVERHEAD OVERHEAD UTILITY LINES <br />TELECOM PEDESTAL <br />FCIR <br />FOUND CAPPED IRON ROD <br />CO <br />SANITARY SEWER CLEANOUT <br />FIR <br />FOUND IRON ROD <br />ID <br />IDENTIFICATION <br />FCIP <br />FIP <br />FOUND CAPPED IRON PIPE <br />FOUND IRON PIPE <br />CONC <br />CONCRETE <br />S/W <br />SIDEWALK <br />FPIP <br />FOUND PINCHED IRON PIPE <br />CLF <br />CHAIN LINK FENCE <br />N 20 <br />R <br />SCM <br />SET CONCRETE MONUMENT (4'X4) <br />FDC <br />FIRE DEPARTMENT CONNECTION <br />FCM <br />FOUND CONCRETE MONUMENT <br />OUL <br />OVERHEAD uTD_mr LINE <br />01 <br />SPKNRD <br />SET PK NAIL & DISK. <br />UP <br />UTILITY POLE <br />FPKN&D <br />FOUND PK NAIL & DISK <br />LP <br />LIGHT POLE <br />10 <br />FRRS <br />FOUND RAILROAD SPIKE <br />GA <br />GUY ANCHOR <br />GV <br />GAS VALVE <br />EM <br />ELECTRIC METER <br />VM <br />WATER METER <br />SGN <br />SIGN <br />GM <br />GAS METER <br />TOD <br />TOP OF BANK <br />0 <br />HYD <br />FIRE HYDRANT <br />TOS <br />TOE OF SLOPE <br />WV <br />WATER VALVE <br />RCP <br />REINFORCED CONCRETE PIPE <br />(AS APPLICABLE) <br />BFP <br />BACK FLOW PREVENTER <br />PMP <br />PURPLE <br />PAINT MARK PPURPLE <br />GI <br />GRATE INLET <br />CMP <br />CORRUGATED METAL PIPE <br />CI <br />CURB INLET <br />PMB <br />PAINT MARK <br />CO <br />CLEAN OUT <br />X 99.99 EXISTING ELEVATION <br />"E4 <br />MES <br />MITERED END SECTION <br />LB <br />LICENSED BUSINESS <br />0 <br />SIGN (STOP/HANDICAPPED PARKING.J <br />(D) <br />DESCRIPTION <br />TOW <br />PRIVATE PARKING TOWING WARNING <br />(P) <br />PLAT <br />EBX <br />ELECTRIC BOX <br />(F) <br />FIELD <br />Description: <br />LOTS i AND 2, STADIUM PARK, ACCORDING TO A PLAT <br />THEREOF AS RECORDED IN PLAT BOOK 19, PAGE 145. <br />PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br />LOT 1 CONTAINING 26,078 SQUARE FEET, MORE OR LESS. <br />LOT 2 CONTAINING 8,008 SQUARE FEET, MORE OR LESS. <br />COMBINED 34,086 SQUARE FEET (0.78 ACRES), MORE OR <br />LESS. <br />NO. I DATE <br />Surveyor's Notes: (AS APPLICABLE) <br />ACCORDING TO CURRENT FLOOD INSURANCE MAPS ISSUED BY THE FEDERAL <br />EMERGENCY MANAGEMENT AGENCY, THE PROPERTY SHOWN APPEARS TO LIE <br />WITHIN ZONES 'X', 'A' AND 'AE' ACCORDING TO MAP NUMBER 10101CO293F <br />AND THE LINES SHOWN HERE ARE FROM THE NATIONAL FLOOD HAZARD <br />LAYER DPOiMATION DOWNLOADED NOVEMBER P-014 FROM THE FEMA.GOV <br />WEB -SITE. THIS SURVEY BY NO MEANS REPRESENTS A DETERMINATION ON <br />WHETHER PROPERTIES WILL OR WILL NOT FLOOD. LAND WITHIN THE <br />BOUNDARIES OF THIS SURVEY MAY OR MAY NOT BE SUBJECT TO <br />FLOODING! THE BUILDING DEPARTMENT OR OTHER CUSTODIAL AGENCY FOR <br />FLOOD DETERMINATION WITHIN THIS MUNICIPALITY MAY HAVE ADDITIONAL <br />INFORMATION REGARDING FLOODING AND RESTRICTIONS ON DEVELOPMENT. <br />1) BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING OF THE >_ <br />NORTH BOUNDARY OF LOT 1 BEING N.89'55'07'E. <br />2) ELEVATIONS SHOWN HEREON ARE BASED ON PASCO COUNTY CONTROL W <br />MONUMENT 'P 669' HAVING A PUBLISHED ELEVATION OF 75.65 FEET > <br />3) THIS . HISTSURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF AN <br />ABSTRACT OR TITLE COMMITMENT AND IS SUBJECT TO ANY DEDICATIONS, <br />LIMITATIONS, RESTRICTIONS, RESERVATIONS AND/OR EASEMENTS OF <br />RECORD. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF <br />WAY, AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS V) <br />SHOWN. <br />4) THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS <br />AFFECTING THIS PROPERTY THAT MAY NOT BE FOUND IN THE PUBLIC U <br />RECORDS OF THIS COUNTY. — <br />5) NO INFORMATION ON ADJACENT PROPERTY OWNERS OR ADJOINING <br />PROPERTY RECORDING INFORMATION WAS PROVIDED TO THIS SURVEYOR. <br />6) THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH <br />FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, <br />OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE Q <br />AND CURRENT TITLE SEARCH MAY DISCLOSE. <br />7) THE BOUNDARY CORNERS AND LINES DEPICTED BY THIS SURVEY WERE <br />ESTABLISHED PER INFORMATION AS FURNISHED. CD <br />8) UNLESS OTHERWISE SHOWN HEREON, NO JURISDICTIONAL WETLAND <br />AREAS OR OTHER PHYSICAL TOPOGRAPHIC FEATURES HAVE BEEN LOCATED. <br />9) UNDERGROUND ENCROACHMENTS, SUCH AS UTILITIES, STRUCTURES, <br />INSTALLATIONS, 04PMVEMENTS AND FOUNDATIONS THAT MAY EXIST, HAVE <br />NOT BEEN FIELD LOCATED EXCEPT AS SHOWK <br />10) THIS MAP DOES NOT DETERMINE OR REFLECT OWNERSHIP OF O <br />PROPERTY, BOUNDARY LINES AFFECTED BY ADVERSE USE, LINES OF <br />CONFLICTING DEEDS, OR OTHER LINES THAT MAY OTHERWISE BE <br />DETERMINED BY A COURT OF LAW. <br />U) UNDERGROUND UTILITY LOCATIONS AND IDENTIFICATIONS SHOWN <br />HEREON ARE BASED UPON VISIBLE ABOVE GROUND APPURTENANCES AND 48 <br />DO NOT NECESSARILY SHOW ALL UTILITY LOCATIONS. NO SUBTERRANEAN <br />EXCAVATION HAS BEEN MADE TO DETERMINE UNDERGROUND UTILITY <br />112) THEE MEASURED MATHEMATICAL CLOSURE OF THE SURVEYED BOUNDARY <br />EXCEEDS THE ACCURACY STANDARDS FOR AN URBAN CLASS SURVEY AS Of <br />DEFINED BY THE AMERICAN CONGRESS ON SURVEYING AND MAPPING AND Q <br />THE AMERICAN LAND TITLE ASSOCIATION. <br />13) TIES FROM BUILDING CORNERS, FENCE CORNERS, SHED CORNERS, ETC., Q <br />ARE NOT TO BE USED TO REESTABLISH PROPERTY BOUNDARIES. <br />ADDITIONSz <br />14) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS MADE BY <br />OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT <br />WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. <br />15) THIS SURVEY HAS BEEN PREPARED EXPRESSLY FOR THE NAMED <br />ENTITIES AND IS NOT TRANSFERABLE. NO OTHER PERSON OR ENTITY IS O <br />ENTITLED TO RELY UPON AND/OR REUSE THIS SURVEY FOR ANY OTHER m <br />PURPOSE WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF <br />HAMILTONI ENGINEERING 6 SURVEYING AND THE CERTIFYING PROFESSIONAL <br />SURVEYOR AND MAPPER. <br />16) NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR 0 <br />BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO ON THIS <br />SURVEY. <br />17) FENCE OWNERSHIP NOT DETERMINED. 18) PRINTED DIMENSIONS SHOWN ON THE MAP OF SURVEY SUPERSEDE <br />SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO <br />GRAPHICALLY SHOW THEIR LOCATION. Q <br />19) REPRODUCTION OF THIS SURVEY IS EXPRESSLY FORBIDDEN WITHOUT <br />THE WRITTEN PERMISSION FROM THE SIGNING SURVEYOR. F <br />20) THE WORD 'CERTIFIED' IS UNDERSTOOD TO BE AN EXPRESSION OF <br />THE PROFESSIONAL SURVEYOR'S OPINION BASED ON HIS BEST <br />KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES <br />NEITHER A GUARANTEE NOR A WARRANTY, EITHER EXPRESSED OR IMPLIED. tT/i <br />21) THIS SURVEY IS A REPRESENTATION OF EXISTING FIELD CONDITD]NS <br />AT THE TIME OF THE FIELD SURVEY DATE AND IS BASED ON FOUND c <br />EXISTING MONUMENTATDON IN THE FIELD. <br />22) THE TREES SHOWN HEREON WERE LOCATED UTILIZING METHODSN. <br />o v <br />ADEQUATE FOR THEIR ACCURATE LOCATION AND IDENTIFICATIO <br />HOWEVER, THIS COMPANY AND THE SIGNING SURVEYOR RESERVES THE <br />RIGHT TO VERIFY THE LOCATION OF ALL TREES CRITICAL TO THE ° c <br />DESIGN OF BUILDINGS, PARKING AND OTHER PERMANENT FEATURES. IT IS a a <br />THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL TO INFORM THIS o as <br />COMPANY AND/OR SIGNING SURVEYOR OF ANY TREES CRITICAL TO THEIR <br />DESIGN SO THAT THOSE TREES CAN BE VERIFIED PRIOR TO THE v c <br />COMPLETION OF THE DESIGN. `o 2 c <br />23) ALL GROUND ELEVATIONS ARE TO BE INTERPRETED TO THE NEAREST c -0C1 <br />ONE TENTH OF A FOOT. .10,v t <br />24) THE DATE OF SIGNATURE DOES NOT UPDATE OR SUPERSEDE THE N <br />DATE OF SURVEY. <br />COPYRIGHT 2014 - HAMILTON ENGINEERING 6 SURVEYING, INC. <br />v� <br />0 <br />c <br />?. <br />o <br />mo <br />O� <br />O� <br />REVISION <br />L ��N <br />U <br />LO <br />u4 <br />Z n� <br />it <br />oo <br />N N <br />U ^nM <br />ro <br />Z JX <br />U_ <br />LU <br />n <br />66 <br />z <br />w <br />W W <br />z 0 <br />V _J <br />3 <br />(i <br />z Q <br />rn� <br />w g15 <br />Q <br />Q <br />�O <br />NULL <br />�0O <br />OI Q U <br />J <br />(n O <br />/0 <br />VI <br />Q <br />OLIVERI ARCHITECTS - 01718.00 <br />SEC 1W NO <br />Imo BOOKIP OE; 29-26— <br />0 50UNDARY SURVEY <br />SCALE: I" = 20'-0" <br />v <br />n <br />D <br />7 � <br />D V <br />0 <br />� E <br />r v <br />O <br />v <br />h <br />0 <br />v <br />a <br />M <br />on <br />V <br />9� <br />v <br />rF 5 <br />cc <br />u <br />�Wa:s O <br />aZo <br />EW :5,0 <br />3:3 a <br />Usk <br />aF zo <br />1 OF 1 <br />REVISIONS <br />BY <br />�i <br />r� <br />te-+ '7 n <br />� N <br />� a <br />I� o ti o <br />N U <br />t` <br />�1 G M <br />►� U N Ld <br />Q rn 0 3 <br />ti <br />Y 3z` 3 <br />N <br />,Q C <br />W <br />f <br />t N <br />0 <br />A <br />i 0 0 <br />Lc. f1' <br />pCo # <br />m <br />:-� E <br />U U <br />— Z <br />Z 0 <br />J J <br />U M > <br />O m �L J <br />ALL} <br />_J <br />N � <br />cUW E vi o 0 <br />o-0 <br />W a ;, o <br />LA_�O <br />0 U <br />C <br />O (D O <br />Of Q J 0IV <br />Q to <br />FX U_ <br />O 0 <br />W <br />W <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />AS3 <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\_AS3-SURVEY.dwg, 12/23/2014 3:16:08 PM, sharrison, Xerox 6030.pc3 <br />