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<br />1!11 1:07 N89'57'1 6 "E 337.32'(D) U J
<br />oo rises N89053'08 "E 337.01'(F) FCIR 5/8" z
<br />1o• t:o' w: 3. LB #107
<br />PARKING COUNT W I UPS �15' INGRESS /EGRESS EASEMENT(D)-
<br />546 REGULAR SPACES ^'-- (FRAME Aoomo 000 FENCE �' _ _ _ J w
<br />CM�o N000755"VV 1 M o - - - - - - - - - -
<br />- - ------ - - - - --
<br />o N o MASONRY WALL 59.99'(F) I 0e�e ti0M o o >
<br />41 HANDICAP SPACES o 0 0 ° FCIR 5/8~ - I 15' UTILITY EASEMENT (D) ° 0 ~ CE
<br />0 b N LB1 7 N00'00 04 "E o•
<br />60.00' D V)
<br />50• � 587 TOTAL SPACES sclR 6.00' SOUTH N o co, WAµ. IS 111.54'(FF� uP O � A � o
<br />DUE TO PALM TREE Z o:s' N. �` S89'50'30 E \ S 9'57 16 "W 337.32'(D)
<br />WITNESS CORNER) ____ N89'57 16 E 449.44 D
<br />N89'S7'16 "E 291.72'(D) MASONRY WALL \ \ — �V,
<br />25' 254LSS& N89'57'53 "E 291.72' C SIGN FCIR 5/8" ^° ___— GA
<br />u� — — FlR 5 8" n. - J1. w. Is ° I Surveyors Notes: (AS APPLICABLE)
<br />27.8' E. „p SIafV SIGs �B 107 UP T_
<br />o no ino ono -- 'no —. P. y`.o Ina _— ,n -- ono �— �n0 ',no -- ino -- ono ono ,no -- �n0 ono ino ono ,no — ono
<br />ACCORDING TO CURRENT FLOOD INSURANCE MAPS ISSUED BY THE FEDERAL U 0
<br />��'- --'- - UP (NO ID) SIGN t.2 N. & GRAVEL PARKING U EMERGENCY MANAGEMENT AGENCY, THE PROPERTY SHOWN APPEARS TO LJE WITHIN
<br />ASPHALT -o-o,- 1.4' W.
<br />0 I �' :zu— ��- - "- »-� ---- - �- "- ���- "- {6}+...� �`•� ASPHALT WALL IS S14GN ZONE "X" (UNSHADED) PANEL N0. 120235 0005 C DATED DECEMBER 17, 1991. Z
<br />ASPHALT
<br />FCIR 5/8" N 9' 7'16"
<br />LB #107_ N9'72 "1
<br />"�+•:��,,,� 2.7 S. & THE APPROXIMATE FLOOD ZONE TRANSITION, IF APPLICABLE, HAS BEEN OBTAINED - N
<br />II FDC �`�_�..0..7�W` 2A04LWS AND PLOTTED FOM LARGE SCALE MAPS AND IS DEPICTED AS ACCURATELY AS w
<br />104.2' �•� �'� POSSIBLE. THIS SURVEY BY NO MEANS REPRESENTS A DETERMINATION ON z
<br />Q �....�� WHETHER PROPERTIES WILL OR WILL NOT FLOOD. LAND WITHIN THE BOUNDARIES w
<br />(� 17.7' °- 31.8' �'�. WA.,L IS OF THIS SURVEY MAY OR MAY NOT BE SUBJECT TO FLOODING; THE BUILDING w
<br />` /4.9 E. DEPARTMENT OR OTHER CUSTODIAL AGENCY FOR FLOOD DETERMINATION WITHIN W
<br />I 0--% TRANSFORMER o ASPHALT �,` I \ \\ \ THIS MUNICIPALITY MAY HAVE ADDITIONAL INFORMATION REGARDING FLOODING AND o
<br />O ° 20 0J .� RESTRICTIONS ON DEVELOPMENT. Z
<br />i O O
<br />ASPHALT 0 40.7' �'�. `• 1 r i� z
<br />�'� ASPHALT J ✓ 1) BEARINGS SHOWN HEREON ARE BASED ON THE EAST BOUNDARY OF OFFICIAL U
<br />06 RECORDS BOOK 3228, PAGE 293 HAVING A BEARING OF S 00'05'04" E. Z z
<br />1 / N o 5' X 2.9' 66.0' v,, 3.3L; 0.0' U ASPHALTT -. - - . . .- . -- . o Q
<br />I N A/C PAD o 4 1 2) ELEVATIONS SHOWN HEREON ARE BASED ON PASCO COUNTY CONTROL a
<br />W w 25.3' � i �
<br />MONUMENT "1'662" HAVING A PUBLISHED ELEVATION OF 89.70 FEET NAVD1988 w
<br />/ N C-4
<br />3) THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
<br />N j' 1 OR TITLE COMMITMENT AND IS SUBJECT TO ANY DEDICATIONS, LIMITATIONS,
<br />•• o I LP ` RESTRICTIONS, RESERVATIONS AND /OR EASEMENTS OF RECORD. NO INSTRUMENTS
<br />! �- OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND /OR OWNERSHIP WERE
<br />/ O Z 0 ��w \ 50.0" No I ASPHALT �r \0 FURNISHED THIS SURVEYOR EXCEPT AS SHOWN.
<br />0 1 1 ONE STORY MASONRY BUILDING �� r ONRY WALL 4) THERE MAY BE ADDITIONAL EASEMENTS AND /OR RESTRICTIONS AFFECTING THIS
<br />PROPERTY THAT MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
<br />Z N FINISH FLOOR ELEVATION = 89.28 51'8 \ \ D G (5) II �— 5) NO INFORMATION ON ADJACENT PROPERTY OWNERS OR ADJOINING PROPERTY
<br />0 53,639E SQUARE FEET !M pl M RECORDING INFORMATION WAS PROVIDED TO THIS SURVEYOR.
<br />a.
<br />II t r� 0) 6) THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR W
<br />II N EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP
<br />ASPHALT 6• o P T II r— W TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE >
<br />00 D LP ~ w = II Z O SEARCH MAY DISCLOSE,
<br />(r 0 n CL L4 1 Q 7) THE BOUNDARY CORNERS AND LINES DEPICTED BY THIS SURVEY WERE LJ..
<br />�' 1 F `�� `� N STOP 100,1' a 11 1 04 0" ESTABLISHED PER INFORMATION AS FURNISHED.
<br />Yom' 92.5' 0 2p 309.2 CONCRETE C0 "° ~ II o 41 ~ 00 8) UNLESS OTHERWISE SHOWN HEREON, NO JURISDICTIONAL WETLAND AREAS OR
<br />U \ D 11 F JI W N OTHER PHYSICAL TOPOGRAPHIC FEATURES HAVE BEEN LOCATED. f n
<br />\\ oo ^° n v
<br />R ' o W W a. N 9) UNDERGROUND ENCROACHMENTS, SUCH AS UTILITIES, STRUCTURES,
<br />[f o ❑ ❑ o ❑ ❑ ° ❑ ❑ ❑ ° 0 n ❑ ° ❑ ❑ ❑ ❑ o ° ❑ �. t Zr M INSTALLATIONS, IMPROVEMENTS AND FOUNDATIONS THAT MAY EXIST, HAVE NOT
<br />`\ 58.1' 1 0 0 W Y BEEN FIELD LOCATED EXCEPT AS SHOWN.
<br />E W ASPHALT ASPHALT ❑ ° ASPHALT ASP T SGN II 1n UPinX O 10) THIS MAP DOES NOT DETERMINE OR REFLECT OWNERSHIP OF PROPERTY,
<br />O CE II W co OTHER LINES DETERMINED BY CONFLICTING DEEDS, OR
<br />(� Q -__ __ _.__.__ _ _ _ .____.. ..__ _ _ _.__ .____ _..__ .___. _.__. ____ __ _ _ _ ___._ _ -_ _.__.__ .__._ _ .._ _._.__ _-_ __- — — — — _ ____ .__._ _____ I__._ _._ ___._ .____ _ _ _ — _ _ — __ ___ _- __._.__ __ 30, __ O X — — _ — __.__. _.-_ _.__ 11) UNDERGROUND UTILITY LOCATIONS AND IDENTIFICATIONS SHOWN HEREON ARE
<br />Q _ . r
<br />> I ASPHALT II , /` _.O (n
<br />�' i (n oNRY WALL BASED UPON VISIBLE ABOVE GROUND APPURTENANCES AND DO NOT NECESSARILY
<br />LP ' _ -- — -_ \ LP n SGN li �o SHOW ALL UTILITY LOCATIONS. NO SUBTERRANEAN EXCAVATION HAS BEEN MADE
<br />Imo'' O ' — °� ��° Lp ��" y� .��, P °�
<br />or I �° d II J� O TO DETERMINE UNDERGROUND UTILITY LOCATIONS. 0
<br />LP s �`� �r ASPHALT �y° \r (} ASPHALT II ° W 12) THE MEASURED MATHEMATICAL CLOSURE OF THE SURVEYED BOUNDARY
<br />16 �fi^ EXCEEDS THE ACCURACY STANDARDS FOR AN URBAN CLASS SURVEY AS DEFINED
<br />Z I I I 0i° �., �{j � d II � I � BY THE AMERICAN CONGRESS ON SURVEYING AND MAPPING AND THE AMERICAN (D
<br />1� I I it J LAND TITLE ASSOCIATION,
<br />16 `fi° ' y C0 N 6 II i = Q 13) TIES FROM BUILDING CORNERS, FENCE CORNERS, SHED CORNERS, ETC., ARE
<br />Q Q
<br />I O ` Z 0 NOT TO BE USED TO REESTABLISH PROPERTY BOUNDARIES. On n
<br />00 LL_ J II s 14) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS MADE BY OTHER L.L..
<br />o Mr'I O I I I I 1����� I I ,� ❑ O THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT rl
<br />I � �" / W OF THE SIGNING PARTY OR PARTIES. O
<br />_ O = I x I I I Q {� ❑ ❑ m Z U- °tom L� 15) THIS SURVEY HAS BEEN PREPARED EXPRESSLY FOR THE NAMED ENTITIES
<br />1 0 o I I M _O W 1 FCIR 5/8" O AND IS NOT TRANSFERABLE. NO OTHER PERSON OR ENTITY IS ENTITLED TO RELY 1
<br />Vi �• I- I i 0 I 61 ` l ' �° {- II ./ LBJ107 UPON AND /OR REUSE THIS SURVEY FOR ANY OTHER PURPOSE WHATSOEVER
<br />V1 _ c � I --- -1 / ASPHALT 1 Z Q Q ( — WITHOUT THE EXPRESS WRITTEN CONSENT OF HAMILTON ENGINEERING & F)
<br />_ • C� i I ,e°s . l '�P"�T d 0 11 Q SURVEYING AND THE CERTIFYING PROFESSIONAL SURVEYOR AND MAPPER.
<br />> z 0 o !�� I l � ASPHALT I � I N Q W � N II � UP Z 16) NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS
<br />z 0 I o ' `- —•— ¢ II TO ANYONE OTHER THAN THOSE CERTIFIED TO ON THIS SURVEY.
<br />Q F� N I L ASPHALT J Ln Z)
<br />o W N j LP //�P ° � -H a °t' II O 17) FENCE OWNERSHIP NOT DETERMINED.
<br />J I oo I LP ` _ ° ° 0 M II I \ r� m w 18) PRINTED DIMENSIONS SHOWN ON THE MAP OF SURVEY SUPERSEDE SCALED a
<br />n 000 r, '$ t N DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW
<br />X o �O II 8 qi THEIR LOCATION.
<br />i: R ASPHALT / _ _ `i 5 II ' / 0 19) REPRODUCTION OF THIS SURVEY IS EXPRESSLY FORBIDDEN WITHOUT THE
<br />WRITTEN 'p I I `` • z N y 0) THEW RDISS PERMISSION
<br />-CERTIFIED- S UNDERSTOOD I SURVEYOR. O BE AN EXPRESSION OF THE w 0
<br />D O o I I 1 / y 0 I/ N PROFESSIONAL SURVEYOR'S OPINION BASED ON HIS BEST KNOWLEDGE,
<br />l INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE
<br />I oI / 0 ~ N I / o NOR A WARRANTY, EITHER EXPRESSED OR IMPLIED.
<br />= Z` I / y zo 21) THIS SURVEY IS A REPRESENTATION OF EXISTING FIELD CONDITIONS AT THE O
<br />U TIME OF THE FIELD SURVEY DATE AND IS BASED ON FOUND EXISTING m � 0*
<br />� a ( w N MONUMENTATION IN THE FIELD. W r
<br />LP o / U N 22) THE TREES SHOWN HEREON WERE LOCATED UTILIZING METHODS ADEQUATE
<br />° TEMPORARY BENCHMAR V) ( / Y FOR THEIR ACCURATE LOCATION AND IDENTIFICATION. HOWEVER, THIS COMPANY
<br />SQUARE CUT IN CONCRETE OC a I ` / ONRY WALL p °o AND THE SIGNING SURVEYOR RESERVES THE RIGHT TO VERIFY THE LOCATION OF
<br />o BASE FOR LIGHT POLE FW- o ASPHALT ASPHALT FIR 3/4' PARKING COUNT (TYPICAL) j w m ALL TREES CRITICAL TO THE DESIGN OF BUILDINGS, PARKING AND OTHER O
<br />0 ELEVATION = 89.51 (n I-n I FCIR 5/8' (� Ip) ASPHALT ` Amp T c� PERMANENT FEATURES. IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL
<br />11 WQ (NO 10) L1 ` TRANSFORME W m g TO INFORM THIS COMPANY AND /OR SIGNING SURVEYOR OF ANY TREES CRITICAL V1
<br />G STOP LIP \ 30.0' a UJ d TO THEIR DESIGN SO THAT THOSE TREES CAN BE VERIFIED PRIOR TO THE
<br />39.9' BUI ING LP \ _ L 55.6 ;/ `� Li-n ^° COMPLETION OF THE DESIGN.
<br />4 5 0' WEST N 1 ...N ° w Q
<br />n BUILDING � 22.50 � ^, s w p 23 ALL GROUND ELEVATIONS ARE TO BE INTERPRETED TO THE NEAREST ONE
<br />° 1 IS ONLINE U ,- I M M W w TENTH OF A FOOT.
<br />(V 1'7 � d• r� V1 :
<br />N I / ~ 7 0 0 P CL ,, j M Op M 00 M COPYRIGHT 2010 - HAMILTON ENGINEERING & SURVEYING, INC. �1
<br />i (I i /.off // J J �. ` 0 WAIL UP z Z M •-- ° N
<br />Z J ASPHALT 2.6 S W IS O N
<br />°a I �5�, BUILDING `` C9 �', 1 �2.4' 1.2 µW. & ui
<br />IS ONLINE BUILDING '� • a "
<br />I I I L_ ___i ASPHALT 39.9' o,to' WEST 1 I a CO FIR 5/8 0
<br />_ �� NO- iD }— — — — — — — — — — — — �., � o I-
<br />_ N89'S4�51i_'�E 297.2?2' D� _ �R \ \ ASp{{gLT O ASPHALT �, _ _
<br />3. I � � 324,78`�Dj----- - - - - -- o a� z o
<br />o �I N89 56 09 E 296.61 (C) L3 WA I 'N &D ARKET SQUARE DRIVE o Z o Q
<br />J SGN INT OF BEGINNING S89'54 51 W 887.26 (D) _ r , _ _ , _ , _ 2.5 N. OP &MASONRY WALL 60' PLATTED RIGHT —OF —WAY 30' INGRESS/EGRESS EASEMENT(D) o = � 0 0
<br />$ N 89' 55'07 "E LESS °� (�KNdc°) �-
<br />n° n °_— ,no — o ° no — — ,n° ` ,n° — _ CA S89'S5'07"W 887.26'(F) _ _ U
<br />U > w J
<br />_ _ _ _ _ — _ 45.82 F - - - -- -- 324_78' D M 1 a A
<br />— - - ----------------
<br />j I 111.59'(C) uP UP EBX° - 5928'(F) SIGN $GN UP P FIR 5/8' uP wA L IS %i8g J�3 1 "� N
<br />� 45.82 ?D�, I ° ° z N89'54'51 "E 112.00(D) LP 11 ASPHALT GA GA r (NO ID) 30 4'NE.& S89'54'S1 W " E z 0 0
<br />IR 1/2 30.00 (F) ...
<br />CO FIR 5 8 FLORIDA r a
<br />ASPHALT PARKING ASPHALT p�FCM 4 X 4 (NO ID)" POWER BOX �o 0 U rn
<br />° LB X7013 » D S00 05 04 E „� N w N
<br />(NO ID) I 30.00' D 21sI w 2 F N
<br />v
<br />I ZEPHYRHILLS EXECUTIVE PARK 0.76' WEST ALUMINUM SHEDS ( )
<br />S00'11 3'24 "E GJ 0 z
<br />T.D vl I 6 PLAT BOOK 19, PAGE 68 I I I a d z
<br />N N I STADIUM DRIVE W o o
<br />'F I Z 30' PLATTED RIGHT —OF —WAY
<br />CO a
<br />G-` I I ,`�P I o m o o
<br />00 CL Ft W
<br />04 N o � W ,��P � LA_
<br />0 0 M
<br />N �) Description: (Per Official Records Book 3228, Page 293 and Official Records Book 6326, Page 1864) o w m a
<br />i Official Records Book 3228, Page 293: I W �" 1` 5 O Z
<br />0I LO LINE BEARING DISTANCE X z (D ) Co 0 D w
<br />L1 F S89'S6 09 W 40.00 That portion of Tracts 39, 40, 41 and 42, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East, as per plat thereof recorded in Plat Book 1, Page 55, Public Records of ,') `_ — N c� F a a
<br />'F (cv Q Pasco County, Florida, described as follows: ' 1D o L z a
<br />cfl o L1 D S89 54 51 W 40.00 y m N N C? E
<br />Q d-I z L2 F N00'28 46 E 75.00' Commence at the S.W. corner of the N.W. '1/4 of said Section 2, thence run North 0'13 24 West, along the West boundary of said Secttion 2, 662.75 feet, thence North 89'54'51" East, 112.00 feet to the o N -' p w °
<br />3 L2 D N00'20'42 "E 75.00' y boundary 9 y (/ ) Highway g y/ " CL ° _
<br />N O Easterl bounda of the Right-of-Way R IW of U.S. Hi hwa No. 301, for POINT OF BEGINNING: thence run North 0'20 42 East, 382.70 feet, along said Easterly R W, thence run North 89'57 16 East, a o a
<br />'- M I m L3 (F) N89'56 09 E 40.00 150.00 feet, thence North 0'20'42" East, 20)0.00 feet, thence North 89'57'16" East, 291.72 feet, thence N 0'02'44" West, 20,00 feet, thence North 89'57'16" East, 449.44 feet, thence South 0'00'04" West, v N o w a � o
<br />04
<br />° Oo w L3 D N89'54 51 E 40.00 568.70 feet thence North 89'54'51 " East, 318.34 feet, thence South 0'13'24" East, 3.70 feet, thence South 89'54'51 " West, 45.82 feet, thence South 0' 13'24" East, 30.00 feet, thence South 89'54'51 " West, ? 0 i z p = > 9 Lo Z I 3 L4 F S00'28 46 W 75.00 887.26 feet to the POINT OF BEGINNING; TOIGETHER WITH an easement for ingress and egress over and across the South 30.00 feet of the East 324.78 feet of said Tract 42 as shown on survey prepared w v 3 D
<br />(o L4 D S00'20 42 W 75.00 by Mullins and Shaun, 509 East Church Avemue, P.O, Box 606, Dade City, Florida 33525 on December 28, 1976. 0 o a v _J Q ° N
<br />o Z LESS AND EXCEPT: m Q °� z ° Q v � W
<br />w° 0 ��tL><
<br />o I That portion of Tract 41, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East, as per plat thereof recorded in Plat Book 1, Page 55, Public Records of Pasco County, w a o u = p ,>- w
<br />Florida, described as follows: = Fn a in L_ v z j
<br />Commence at the S.W. corner of the N.W. '1/4 of said Section 2, thence run North 0'13'24" West, along the West boundary of said Secttion 2, 687.75 feet, thence North 89'54'51" East, parallel and 25.00 DRAWN BY: PARTY CHIEF:
<br />FOUND PK NAIL &DISK (NO ID) feet North of the South boundary of said Tiract 41 297,22 feet, for a POINT OF BEGINNING; thence continue North 89'54'51" East, 40.00 feet, thence North 00'20'42" East, RHF VINCE/DEAN
<br />° (� SOUTHWEST CORNER OF THE rY parallel with the East boundary PREPARED FOR: JOB #:
<br />0 NORTHWEST 1/4 OF SECTION 2, of the R/W of U.S. Highway No. 301, 75.00 feet, thence North 89'54'51" East, 40.00 feet, thence South 89'20'42" West, 75.00 feet to the POINT OF BEGINNING. FLORIDA MEDICAL CENTER 00856.000 I
<br />M TOWNSHIP 26 SOUTH, RANGE 21 EAST AND SEC TWPRING:
<br />Official Records Book 6326, Page 1864: FIELD BOOK/PAGE: 2 -26 -2
<br />The North 60 feet of the West 337.32 feet of Tract 39, Ze h rhills Colon Company Lands, as per ma or lot thereof recorded in Plat Book 1, Page 55, in Section 2, Township 26 South, Range 21 East, 446/47 SURVEY DATE:
<br />p y y p y p p p g p 9 QUALITY CONTROL FIELD: 04/23/2010
<br />r Pasco County, Florida; TOGETHER WITH an easement for ingress and egress over and across the North 15 feet of said Tract 39, less the West 337.32 feet thereof; Subject to an easement over the East 15 DEAN NOT VAL)D WITHOUT ALL SHE
<br />ET's
<br />feet of the West 146 feet of the North 60 feet of Tract 39, as per Official Records Book 4292, Page 417, Public Records of Pasco County, Florida OUALrY CONTROL OFFICE:
<br />RCN 1 OF Z
<br />
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