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Home My WebLink About98-7782 BUILDING PERMIT 7782 CITY OF ZEPHYRHILLS (813) 788~6611 Permit fj Date s- a-~- 7? ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn ~ Water Conn: P"nerty Own." ~ - ~ Wate, Mete" Job Address: !~ - - . <if . ~ T.I.F:s: Parcel 1.0. # Zoning: ~ Code: Description of Work A",/67 --a-<...-;.A1...d Radon Gas: FINAL C.O. NO OCCUPANCY BEFORE C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector City License Registration # State Certified License# :L3Y,b Permit Fee :i.!" o-D~A-- S;gnatu<e -" ~ ~~p- Company . ~ Address Telephone# Valuation or Contract Price J tJ / 1'77J. ~ /J.,L(-Lr BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ ~l shall be made for each trip for each trade: 02.5. tJ7) Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b. c. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ., ~~ ~ '~ ~ .."'=: (j) ',,;i\i_ "r'.. ~ itD :I: l> tom z '~ c r.~r m ~""r z ' .6> . ,~ -l , '" C/) ~ :;r;; 1;\:- OG) ,Z ,.f!' ..~z :'-, ~El :i en 1.. " " ... I'" '" '~ ;~ z ,"" :i'l 0 : :~ . '8 .~ @) i .,., ~ '" r;;'~ Tt 10 :g"g. :;1 ;~~ ::, ;2 ~~ ..... .... ;Gl ~ , . 0 c .C) ~ ,~ ;;:: .... m m ,2 :D :t m ~ , I:/l ,~ -0 m 1: :D .... , r- 0 ~ "! ,~ ~ ~ .';i! ~ , 0 ,I Z ;." en 0 r ~ " :D Z m en 0 en I) c :D ~ Vol I' ,', 0 en : 'Iii~ 0 0 ~ ~ '~ .... .j:o. ~ ~ I 0- " . 0 11 f"'1 I .... -0 " CO q i . :D ~b ~ :D ,cS! ~ '.!:,~ m CD 0 en WGl ~ m R ,,' CO l.I'I d ~ " m In -.:) 1~~~IU ~II I: ~ ~~~I \';, =l =I idill '"=Ill: ,~gih ~ig~~1 ~ 1~1 ~ ~ @ - ~------~ - ~ I ---.- ~ 1 ~ ~ ~ 0 3 " ~ c -H q - -----.- ~---- - --...-.... ;u m .lJ:, l> ,. ;U *11 0 ;U <: m '" ~ ;" :c '" ,. ;U " "? 1:3 c X 0 ! ~ m of .... 0 m < ~ 0 z i. ::l V- Vi '" w lS ~ x ~ol ., ~ ~ =t- ~ 'C:L !!:! Gl :c --l m .... m < ~ .. '" 0 ~ Z Vi ?o (.0) 9 " o o o - --:f-'- :l> :0 of . , I .J._ -------1 I ~.~ ~ I . . o :0 <: m '"'~ X :0 C " X :l> :0 - ---:: :l> n < '*1" ~ i G: ;" '" .. '" 1:3 ~-n ;U o Z --l m r-I ~ ~ ~ "! o ~ z n ?o U1 .j:o. :::- '" ~ "l '" q 1:3 ~ N!,!;! /l) 0 "O~ ::r/l) -<:tl: ""0 J:~ =~ ,V> ;U ." r- ~ ~ ~ ; ~ ~ o ~ ~ 0: ~ q ~ " .1 w 4~~ q : 'lJ:, j I',. ,,0 x:O :l><: o::i :Om ;:~ ~ :l>X n:o <c G: ;:; ;" .. ~ 1:3 ~ ::l V- '" N ~ is ~ . , - I '" - '" N .. ~ 1:3 I ~ " o o o :: :l> :1l of --~~ q I -c .... :0 :0 "TI 0 m G) m :0 .,., :x:- 0 i: -C J: :0 Z CIl I" m --l m -C 0 ,... UI m m ,... m c: .... m p < m < .... ~ ~ < ~ m ~ < ::a 0 0 ~ m Z 0 Z (5 "1'1 Z Z 0 0 -t =- .... " w w m U1 co 0- j,. .., 0 '" SQUARE FEET: 37.19 ,- lZ-r 1 TDRIVE-THRU z.n" J_ PHARMACY REMOTE (EXTERIOR) MOUNTING DETAIL WITH LEXAN Mas A, ,040" ALUMINUM RETURNS TO BE PAINTED B, 1" BLUE JEWEUTE TRIM tPMS 300C BLUEI C. .063" ALUMINUM BACKS-INS/DES TO BE PAINTED WHITE 0, STANDARD TRANSFORMER IN A WEATHERPROOF SHEET METAL BOX E. #2051 BLUE .150" LEXAN FACES F. 15MM POINDER BlUE NEON G, TURN BACK WITH AN ElECTROBIT RUBBER BOOT H. NEON TUBE SUPPORTS AS REQUIRED I. 3/8" RIV NUTS J. 114" weEP HOLES AS REQUIRED K. S1UCONE BEAD AROUND THE INSIDE OF RETURN AND BACK TO SEAL FROM WATER lEAKAGE L 3/8. THREADED RODS OR 114' LAGBClLJS AS REQUIRED PER WALL STRUCTURE M, J/2" SEAlTITE CONDUIT RUNNING TO SECON DARY CONNECTION · NOTE: GENERAL CONTRACTOR TO HAVE PRIMARY CONNECTION HOOKW UP N. HOV BOX FOR CONNECTION TO NEXT LETTER /SEE NOTE) NOTE: HOV BOXES TO BE IN WEATHER PROOF ENCLOSURES WHEN MOUNTED IN DAMP LDCATIONS. All TRANSFORMER BOXES TO HAVE TWO 121 WEEP HOLES WHEN MOUNTED IN A DAMP lDCAnON, TRANSFORMERS: USE TWO r219000 VOIl / 30MA /120 VOIl TRANSFORMERS CIRCUITS: ONE m 20 AMP /120 VOlT CIRCUIT ~III BELL SIGNS, INC. i 1S. ~ !ij:\L Underwriter. \!Y La~~!~~rle'lnc.. CUSTOMER APPROVAL 1200ARNOlDWIIRE ORIVE. PANAMA CITY, FL 32401 PHONE: 004.763.7982 FAX: 904.872.8584 CLIENT: ECKERD DATE: 8 - 14 - 96 REVISED: MOUNTING REOUIREMENTS 1. DESIGN BASED ON CMU BACK-UP. 2. PROVIDE (3) 3/8" DIA. HlLTI SLEEVE ANCHORS (MIN.) AT EACH LETTER. DRAW CT SCALE: Dwa, NO.: 112M = 1'-0" 15DTPSST DESIGN WIND SPEED = 110 MPH !l'lIS IS AN ORIGI""'- UI'FIJllI.ISHEO Df'AWNQ CRl;ArEO BY ~J~~~rI~'J:1~~~~~~~~~~~ B1" ElEU SIGNS, INC. Ir IS NOT TO BE SHOWN To JlHYONE OUTSIDE '(OUI OAGANZAnON, NOR IS 11 10 BE USl;O, AEPROOUCEO, CCif'IIiO. O""X"'iIITIiO IN ANY FAS"'ON. ~il~ \\ ~I /7/~ p, U.f;Uli~O ILL l)~.').1 LU. 1).)<) 1\).) J...VI .uLL...... ..IJ.\.J.\J SQUARE fEET: 15.83 r ".Y -l f1-HR PHOTO REMOTE (EXTERIOR) MOUNTING DETAIL WITH LEXAN FACES A, .040' ALUMINUM RETURNS TO BE PAINTED CREME I). '" BLUE JEWEUTE TRIM C, ,063" ALUMINUM BACKS -INSIDES TO BE PAINTED WHITE D. STANDARD TRANSFORMER IN A WEATHERPROOF SHEETMETAL BOX E, #7328 WHITE .3/16" lEXAN ~ACES tsEE NOTE! F.1SMM SNOW WHITE NEON G, TURN BACK WITH AN ELfCTR081T RUBBER BOOT H. NEON TUBE SUPPORTS AS REQUIRED l. 3/8" RIV NUTS J, 1/4" WEEP HOLES AS REQUIREO K. SIUCONE BEAD AROUND THE INSIDE OF ~ETURN AND aACK TO SEAL ~ROM WATER lEAKAGE L, 3/8" THREADED RODS OR 1/4"LAGBOIIS AS REQUIRED PER WALL5TRUC1\)RE M. 112" SEALllTE CONDUIT RUNNING TO SECONDARY CONNECTION . NOTE: GENERAL CONTRACTOR TO HAVE PRIMARY CONNECTION Hoo~O UP N. HeV BOX FOR CONNECTION TO NEXT LEmR !SEE NO TEl NOTE: FACES TO BE PAINTED PMS 286C BLUE OPAQUE ON FIRST SURFACE; SURFACE TO ilE: SCORED WITH 1/16" GROOVES EVERY 3116" INTO PAlNTED SURFACE NOU: KN BOXES 10 BE IN WEATHER PROOf ENClDSURES WHEN MOUNTED IN DAMP LOCATIONS, ALL TRANSFORMER BOXES TO IolAVETWO I'll w~EP HOLE.S WHEN MOUNTED IN A DAMP LOCATION. TRANSFORMERS: USE TWO (2l 9,000 VOLT /30MA 1 120 VOLT TRANSFORMER~, CIRCUITS: ONE OJ 20 AM? 1120 VOlT CIRCUIT ~11l BELL SIGNS, INC. t!) 0""-'-" / CD- // @-/ t1i:\L Unllerwrit8f8 \!.Y LlIb.?,~~!Orill$ Inc.. CUSTOMER APPROVAL .2<)(' 4HNOLDWARF.; ()I:llVE, P4NAMACIlV. I-L 32~l), ~'HONE: !104.7e:l.7~82 FIIX: 00'1.872.9504 CLIEN-r. ECKERD OATE: 8 - 14 - 96 RevISED: MOUNTING REQUIREMENTS 1. DESIGN BASED ON CMU BACK-UP. 2. PROVIDE (3) 3/8" DIA. HlLTI SLEEVE ANCHORS (MIN.) AT EACH LETTER. SCALE: 112M = l'_OM CRA~ CT 0,:/& 151HRSCl DESIGN WIND SPEED = 110 MPH 'f)11'Si la AN o1lOlNA.~ UNPUBLI~O CRA.\MNQ CFEATIiO BY !leu. 3lONS,IHC IT'S SUBMITTliD 'D~ VOUl PERSO"'" USl: ~ ~~~r~~:C~ ~ ~t~rTT~E::G~-=rct~'\b~ ~JJ~~OQ~~Jt~~~~N'~T~Il~. I).~O. HHEI ~qglof-N ~~.~ \\ 4/fJ/~ 7 ~ In II) I in o ,I ~ s o I '<Xl a ES B ~ D ~ ~ I I ~ @ ~ ~ ~ ~ r:;)~ ~ ~ g B U .01 ...:1'2 :;;:8(1) E-offl~ ~~r=: ~~z =~~ ~~~ ::>~ o~, ~P::~ .. OJ E ... ,20 ",I a'_ ell t-o''Oj- ~~ so!! OJ .. ~CJ:l ~ .. ~ ~~ P ~lj~~ ~ ~O:a C7 I- "":.!- ::>:.: [:! t.I "'!:I'" ",0 x '" ~e 015 "'G~8 0 ~ ::>::ie..... 51'1"'''' i l'l lib,,",:::P ~i€8~ ::l ....:..1>:2' 00 - : ~ 0 ~t ao:r:1 uu~1:; o~ '" ~ ~:~~~~ ~~~~ ~ ~ ~ !:!o:jeif!1'J ~~",u )( 8....~...lii Vll:l.:s" o~ ~ ..... ::sBtn, i.... IijS~ ~~ ~ ~ iii~~S.~~ ~o"'~ ~ ...;)o! ....ll."'~ ..t :II :.: I- !;! ~ Iii ~I~ .. ~ ~ ~ ~ I'! ~ lD E~ :i~"~ :r:~ ~ l:!~~!::~~ ~~2..n ll. ~~5iil~lD ~~~~~~~g ~ ""ll."I:l~ ~~5i)o!':: )elD::l ..._ "Lf~S; i=~ !;II>: ~a ~lD!!l '::lljlE .<a. 12 ~:r:' /~ ~i5~~i5~~:n~~: 1 Cl r.I":u = - ex: r- C lJ ~ r.1 :::l! f3~z ~r.._ ;:I VI VI::i!t:l 3~i:J uf-oZ i3:J5 r..<::ll g Z ~ '~ 110!2 ~9 ~~!1 t-ou:::l <30 ~110~ i3~~ r.1t:l lXl ..... i3e:z; ot:lg!o !1r.1<!:.j ~~:I:U 0:J03 lXlOfoo >::s !!:l ~Z~::2 :!:lot:l . lClXl < rJ~ ~~ ;:1<0 VI":::' fooM !!l>- Z~ o~ g~ <0 1100 o~ 3~ lXl<O ..:::. (0"" <Xl ~~ I10C cf;! ~~rJ 11or.l~ c.:IlXl!:l 1Xl~5 ~c.:I~ e~i:! <;:I~ foollll1o . ~~~ii~ ;:\I~ 1Il.. 15 gg~ i h:% ~MlIl~! imi5 !;U~I~ IJ~91~ giilz1;;~ a~ f < l'- 'OJ- ! 2'1 fa . o 1 'Ii' s; g . ...... '" ~~.a In N 0 - ., " e IE): :l 0( .- l: Q ~ Q g 'J:: ~ ; I ~ ! !.. ~ ~ . , OR BI< ~a9 G 4 of 4 PG 1. 909 EXHIBIT "A" MEMO legibility of writing, typing or printing unsatisfactory In . this document. 4. POt'tion of Tract 6", Zeph)'(hill$ C<lony Company Lands. 0$ recorded in Plat Book 2. Pa9c 6. Public Records of Pasco :;ounty. Rotida. biting in Section J, "ownatJip 26 SolJtn, Range 21 ~cst. tlein9 mere- PCl'ti~"'ICt'I)' de:cribed as follows: ~or 0 Point of Reference cCln'imence at the Southeast corner of the Northeost 1/4 of sold Section J; thence N:89.41'31.W, ~Cln9 ,the South boundery of said Nertheest 1/4; 0 distanc:e of 9".08 feet; thence depcrtinfj said South boundory, "'.0cr1S'29-E.. 0 distance ot 31.00 fe~t to a point on the Northeny right-ot-woy line of State Road 54 (os it no. exists); :hence N.ag.41'.31"w. Ofong said Nortt eny right-of-way line, 0 distance of 10.00 feet to 0 pOint on the Westerly OoundCITy ,f a certcin percel OS descri~ in CfficiOl Records BOOk 1223, Page 1713 at the. Public Records of Pesco County. Florida 'or a POINT OF' BEGINNING: t~ce d(~ortin9 soid Westerly boundary, N.89"4t'31.W. olon9 SCIid Northerly right-ot-wey line. Q 1~once ot 5S.21 feet; tbence; N.8a': 7'25-W. afong said NOt'tfterty right-of-wey line. a d~tonce of 133.9. feef; thence ~epClrting said Northerty right"';of-WO) line. N-OO"2S'tS-E.. Q distance of 192.28 feet: thence N.ag.41'31"W.. 0 distance of '70.98 feet; thence N.O(T2~na-E.. a jistance of 105.92 teet; thence S.89'44'OO"'E.. C distonee of J70.00 feet (PER OEEO) 570.13 feet (FlEtO MEASUReD): to C ~oint on the Westerly riqht-of-way of U.s.. Hi9hllWOy JOt (as it now exists); thence i.OO"2S'18"W. Clton9 seid Westerly righ :-Of-way. a dis:tc:'lce of 296.19 feet to the NOI'theast corner Of said certain parCel; hence N.SS.41.3'.w. along the Northerly boundary of said c:rtoin porcel. ct distance of 10.00 'eet; thence S.OO"2S'lS-W, !long the Westerly boundary 01 soid certain parcel. a distance of ~.OO feet to tne POINT OF" BEGlNNINC. :Ofttoining 1.785 aeres more or less. \ , \ \ \ \ '1;) \ I' ~ \ 5/8" IR II \ ~ \ 406' North \ ~ \ 062' West \ r ;, \ ;6'chain link fenc~ _ \ - - - - - - -~ K \ \-. f>2~ )-- f>2-3 / llS - / / / /,~ .{l, ~ '-6 ~ -- l3 (; ,- v 0 ,. 2- 4/",' i I i ~ Y-l' - "';"",<< . :-:~'i f-/ cOl. 1': ~ '/" ~ 'v , .~ :, .........!..~/' W:';:M Area II :~ +- >~ 0 ';;,';;'~";,::~,.." . ~~ \ 1 / "L~l water elevation = 180:t \ I I"" / ~ ~~~ I I -'I on August 20, 1991 tt-' 1-13 l::i / ~~ II II . , I I 24" reinforced (r.Jf l;y"/ /'nv el = 19/8' ~ ~" pvc P~il q; q; i : I I ~ I / I concrel~ plp~ ,I N </.".;/ (J ~ q; ~ ~ I I ~, '" mv el = 77851j~ 'V, <:l ~, .... 1 ~ I inv el = 75 79'~ I ,::;2 r- \ /6" concrele curb ~ '" i .J I.' ~ iLL _ .sf> f>'-l1 j" ~ ! z 01 - La - -'-~ -1;n;;;te he;;wo/J ;" .' rf>', ,I "1, ( .....,...' , r') ! ! ' II ~ '" X.~ ~,~ lop el = 8/22 J _ 270' 'li _ !; I . " A I 68' ! J~ '\. L -1.. - . . L i _i_ i _! 1 - ! -it<- \. ! ..J.. :Hi: ,!L ~ 1~ I ~ ........ .' t- -r-. + I--:-;{ +- ,-;to - - , -..,... - ~ r- - - - ....,.- - - - - - - - - - <="' r:c:. c=.- - - - -= _ _ . . <:l --! ii,N, ~'4".,," W. 1 0,9Q' '\ !': I 100 \porKlng orea - not s,r'pedi - - - - - :- - - - -1- \;, - - - . '. " . c <> n ere t ej p a v e m! en: t !" \ . . , "'n p' 0 o' r c..;. n d " t ',' 0 n' '<" JOi'rein(orced Y.. .....' , con c r .. I'" P'" v .. m .. n t . Y, v I . .. .... ;,' i::, ';;, "" "''' " 2" entronce : I', conere e pIpe .. ...'''' . \ , ,,' .'. openin9 ! " ~o. 'x4 5.' g...rOle\I~/.<. :'" . :~. ,~:;~ :,:: (cOt'lcret.) --,... ...' , ~o: ~v =e/~X~. 25' ''':;.: )::}:1:~~':: ~..I-, , s in v el = 80 ,',., ~ r e. inv ~. = 7~ J' ,:', (r:: 24' (, d ~ 45' A tf( ~ " :. \!!.. : : ,;j: co~c~:~ne o;~ee" / pork",'} area - nol slr~ed @ L -- -:- -1 - --< - -0 - ....;. - -;.. -'" -+- - ~ - - r- - - - - ~ - ~ _ _ _ _ -_ .....-..'... _ _ _ _ -! _ 1_, I: . · i ' l~:~;:'~a~~~~,::": -' "'--e,,,., IS ~ ~ ~ Co \ \ fiflished floor ~ v ~ - I; N ~ 1 .: .... r..: g r ass are a \ elevolion = 8876' 't> ~! CO II ~ ~ i -n _ 03 -_ - - - 0 --: =- - - -~'~ ;tvtQ-~ : - - - - - - - - - - - 1- -'- 8 ~\t ci 0 o. . r- - -' v L; \ ----,--1 - -" - _- )" 'll ,;., I il ..... - ~ - - - - ,-- ~ - - ~ -<- ~ - - - - - - - - - - 1- -,.- v. 0 yg " , I ~ ~ a. 10' droino9' eosement ~ ; Is Co \ ~ ~" 'n Official RKords Sook '79', v f' W ; , ~ f'I ...:::\ P09' 7'0 ,,~ \: " I I~ 8 \26'x20' i ~ S J .~. 23:3' ; " collJmn <J .c:: ~ ' l I: pdhondic~ ~19n \ / I L_...._:~=~ge_b~:~~/ng. _m I ~~~~! '" :50.7' ~~~t ,I ~~;:;.,. ' f ~ I 5' -t'-ncr~l~ sidewolk . 'I " E " ' ~~ i ~ ~ /~:c. i:'..A;j 1 1,>' \ /'h~"~Y_'i;;r,81 ::''::!.:':;:'';':n,/ '''00 f /,1, ~Fl;' ' 'i ~~ I -./ ~ I, i j~. iry ef. ~ 77~4', . BUILDING , ~ ~ ]'l:;: 'N, '" vel. = 18. 04 SETBACK; v, s inv el = 7804' , i r~ I 24" relnf("'c~d ' con ere t eve men I '2~ ~' Idl station I q( 1 01 ~ . ----., po.. - lop e/~valion I 1 ~ :z;z:~e~:;~:~/eIV, ...... \....~ ..... ....... ..... _ ..~~..... .~. 88J5\ ! J I if n. ands. inv el = 8124' \ Vo"concrele clJrb'...I1 8 i5~ I If '2'cdncrel~ Ii 1 h ) , " /' I d :: >- I curb ond cf ~::r~/..;; '" ,"';0' "" '0": ",,,, ~ \~\ ~ __ ~_ .,,="~::=: :2~:~:~:~;:_" =~~:.: '::. ~ .'; J{ l ~'""~ ." ~". ~.j ......relalnlflg wall I 8" t vc !:.~e~_ @--:....--.-::::.----'{JT1f.89'41' 31.W, 5~~" '. 4 ~,^i~ "{ :~/"" P.' i [@ 2 Coocr.,. CO"" I [@ E- I ~ l3J,9)' "N. ~tm'25" w.";- ~f,;,;;,JiJ. f- ~.~:. ~ ::::"'1 ~OCI 64'4 ~1 _......., _._ ~.:,~ :~:.... _.... __ .........-..... "-7: ' i ~~;;:""'cP"'",::-/~;:;;;,Lcr"""~d" OJ ob". p'~m~' '^"..,,~ - - - , _ _ _ _ --:........:::1'- r;;;:l i ~ .. ... L.. _.. _... ..... ~ ;;;;'~;~ ::.~/ 9033' I 11 - N ,,.,n," W. 9<.08' I, ./ ~ '~ ' ;:~;oi;::'?/if'~': t...... .........; POINT.OFB60INNING ~90~~r ~~heREFERENCE , '---IS" reinfbrced I NE 1/4 01 Section 3-26-21 I ....- I concrele 'pipe : Is"reinforcedp - - /jhT /t;P,~ :/.9~O:;50' 7" ~ ~~ .'<:r...."........." ~cona~l~ plp~ _ _ _ ~- --@:::......~ inv. el = 86.06' I~: I .... 18" r~inforc~d I _ - - - - storm manho/~ " ; "- concrel~ pipe _ - - - - ....... _ top el = 9214'" ; I ......... ),(~ reInforced - rh _ _ - - - ...... n inv e' = 8564' " collerel~ pipe 4' x J' 9rol~ In/~1 ~ ,Q;:- - s~ inv el = 8564' , I lop ~1. = 8829' " C' ........ ~ n. IfIv e' = 8J 09' " ,\ PI-!"""" _ ........ /5" reinfor~ed.:,.--' " I I ~ inv el. = 8J./I' "l\ -........ concrele pipe " s~ inv el = 858/' " 2' x J' grale Inlet~ I 18........,relnforded -:';;::::;'.-:/''', " ~op::., :::.'t;36' m y 1\ ~ - -/M"ri' 5' x l' =storm in,/~1 / I " lop el 90. 71 J' x 4' grate inlet ~. " n inv. el = 85.16' lop el =- 89. /0' \ " fI In v el = 86 66 . , " " e Inv. el = 8705' " ~ 4 x J grate in/~1 ~ lop el = 8805' I w. Inv. el = 8620' f':W~ ..,,\. ff"'~ '::::~".R: ;~'r i~! 'II~ t.+ .~r:':'.. ~} C><1 I -1 --.J ~ T ~ 9-..1 S. 86"7"9" w '62 ,7' Tract 64 ! j i 1 __ L J- ~ ---~ ~ N ~ o ~ ,. ~i ~ ~ w ./ / / ( I I I I I I I ~l PARCEL I (os recorded in Official Records Book 3212, Page 1004) The East 370.00 feet of that portion of Tract 64 of Zephyrhills Colony Company Lands, as recorded in Plat Book 2, Page 6, Public Recards of Posco County, Florida, being in Section 3, Township 26 South, range 21 East, lying West of the West right-of-way of U.S. Highway 301, LESS the South 210,00 feet of the East 367.00 feet thereof. . 00 - ~ o o concrele? PARCEL II (as recorded in Official Records Book 1200, Page 723) The South 210.00 feet of the EQst 367.00 feet of that portion of Tract 64, Zephyrhills Colony Company Lands, as recorded in Plat Book 2, Page 6, Public Records of Pasco County, Florida, lying West of the Westerly right-of-way of U. S, Highway 301; LESS the South 10,00 feet thereof for rood right-of-way, and BEING SUBJECT TO an easement for drainage ditch granted to State of Florida Road Department as recorded in Deed Book 97, Page 421-22 of the Public Records of Pasco County, Florida being in Section 3, Township 26 South, Range 21 East, Pasco County, Florida , ~:og~'41' Jl" w.-I ~ V~i":f,;J " S ~: '/i,<:l.~ J'x25'groleinlet '<:l ~ lop el = 8652' / w. IfIV el = 8222' -------EJ "1M I, ......:::::-:::;. '''''1 ~ f.. . p'v.... ~ ~ ~ -fl ..,1,# ,'{',,? 1\ 7""'~ 1......"'("..'. ..~BX;." .if! ; if:' , P"",,% @ ,of , I" ; i elecl~lc ! [ : ~r:~s(~~m:~<~' ~~~c~:.t,~_:id:a/~_ m_€.m 21.&' 80,' urdergrour.d drop .,. 't ~ ~ ..... OS Cb greose trop ~ ~ ~ top el. = 8862'.......;: l} ~ ~ ~ one story mosonry structure finished floor e/~vallon = 88. 7J' ~ 2.7xl,J' It concrele -e / co,um'ic a L~_ ::j ~ [ 9.~ J~ '" 0 -.I <J ~ i8 ;; ~ r.; IV ,,~ ~(j ~ "l -r ~1-__g " \21'xU/ ~ concrele <J column ,----, ~~ - !:> ~ ~, , '" R '-----' ..-'.~ ~ ",~'~"~ Q) '}reos~ Irop ~ Clj lop el = 88 6J'- -, c 2 :::: ..:t ~ ~ ""V ~ ~ ~ ~ .~ ,~ ~ <:) 5' concrele sidewalk \ ? ! \; . : ' < \!/ ! ! hindiCa1 signs.::. :~':\Si~WOlk kJ4' j : !:.~ / obre p~vemenf I w ..CO ~$ ~ P oulside fr~ner 22,3', /c/eonolJl . 80,' " z " "' ... } -0 ~ .>-,." ' '. r ~ ~" .. I' I " T\ I o ~ ~ Northerly right-ol-way line 01 State Road S4 ~r(a" 64~ - - - ! . ~'_~'_"""''''''N''''''''''''''''''''''''''''''''''~''''''''''''...........................,.........,..........., ...........-... .'.-".-.','. . ............. '_' ~'.',' ., .....~ '. . , . . , .......N.....'~..NN....N.'..~.'...... . . '.' '.... , '..........,..'..... . ~ ~ 8 - ~ I o. concrele curb \ 24' \ ~ .~ : ....L .._."......_ ....~.- "'__ "'H~~ .... ....... ........ ........ .w '/ l I ~ ~..~L\~~~ -- centerline 01 State R;d 54 ~ per description .w....,.w......................".. ............ ""m.'l'..................., ........w...... ........... right of 'way width ~ries - .......w..Pur...~yq~..tp~'^f~~..1?o j~'~'f'!!; YiJ%~~(l!: w9.t. S TAT Ei R 0 A D '\ 7 / concrele Inlet lop inlel el : 91. J9 ...tPR..!J.~ eC.':.p ?~.:...... ,.w. ~ and w. Inv el = 83J/ s Inv el : 8J.52' 54 ~ ~ ~ <J S \J " q; t; 8 v DESCRIPTION (Overall Eckerd Parcel) . , A portion of Tract 64, Zeph)f'hills Colony Company Lands, os recorded in Plot Book 2, Page 6, Publi4 Records of Pasco County, Florida, being in Section 3, Township 26 South, Range 21 East, being more particularly descnped as follows: For a Point of Reference commence at the Southeast corner of the Northeast 1/4 of said Section l thence N.89'41'31"W, along the South boundary of soid Northeost 1/4, 0 distance of 94.08 feet; thence deporting soid So~th boundary, N.00'18'29"E., 0 distance of 31.00 feet to 0 point on the Northerly right-of-way line of Stote Rood, p4 (os it now exists); thence N.89'41'31"W. along said Northerly right-of-way line, 0 distance of 10,00 feet to a point on ~he Westerly bound.ory of 0 certain parcel os described in Officiol Records Book 1223, Page 1713 of the Public Records of 1~.OSCO County, FlOrida for 0 POINT OF BEGINNING; thence deporting said Westerly boundary, N,89'41'31"w, along said Norther y right-of-way line, a distance of 55.21 feet; thence N,88'57'25"W. along said Northerly right-of-way line, 0 distance of 1 3.94 feet; thence departing said Northerly right-of-way line, N,00'28'18"E" 0 distance of 207,28 feet; thence N,89'41' 1"W" 0 distance of 170.98 feet; thence N,OO'28'18"E., 0 distance of 90.92 feet; thence S.89'44'OO"E.. 0 distance of 370!13 feet to 0 point on the Westerly right-of-way of U.S, Highway 301 (os it now exists); thence S.00'28'18"W. along said Westerly right-of-way, 0 distance of 296.19 feet to the Northeast corner of said cert?in, p~;cel; thence N.89'41'31"W. along t~e ~ortherl~ boundary of said certain parcel, 0 distance of 10;00 feet; thence S.OO 2818 W, along the Westerly boundary o( SOld certain parcel, a distance of 4.00 feet to the POINT OF BEGINNING, Containing 1.726 acres more or less, NOTES: 1. Title information shown hereon is based upon Commitment for Title Insurance company file number TP229163 os issued by Commonwealth Land Title Insurance Company, with an effective date of September 10, 1997 at 8: 00 a,m" All recorded encumbrances, except liens referenced within Schedule B-II of said commitment have been shown or noted hereon, No other documents regarding ownership of adjoining properties, or any other matters of record, have been provided to the undersigned, 2. The underground utilities shown have been located from field survey information, The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they ore located os accurately os possible from information available. The surveyor has not physically located all of the underground utilities, 3. Bearings shown hereon ore based on assumed datum: the South boundary of the Northeast 1/4 of Section 3, Township 26 South, Range 21 East, Pasco County, Florida bears N,89'41 '31"W, 4. Description shown hereon prepared per this survey, 5, The land shown hereon appears to lie in flood zone "X" according to F,I,R.M, Community Panel No. 120235 0005 C, doted December 17, 1991. 6, There ore no natural gas pipeline located on or near subject property. 7. Jurisdictional Line located and shown hereon was flogged by other, The undersigned makes not guarantees as to the validity of said determination. 8. Subject property may contain lands that ore subject to jurisdiction or restriction by one or more of the following agencies: Army Corp, of Engineers, Southwest Florida Water Management District (S,W,F.W,M,D.), Deportment of Environmental Protection (D.E,P,), or Environmental Protection Commission (E,P,C,). 9, Use of this survey for purposes other than intended, without written verification, will be at the user's sole risk and without liability the surveyor, Nothing hereon sholl be construed to give any rights or benefits to anyone other than those certified to, Not valid unless embossed with surveyor's seal. Drainage easement in Official Records Book 1754, Page 160 is shown hereon. Drainage easement in Official Records Book 1791, Page 710 is shown hereon. Temporary construction easements in Official Records Book 3030, Page 920 hove expired and ore not shown hereon. Fee simple description in Official Records Book 3030, Page 920 does not effect subject property. Warranty deed in Official Records Book 1223, Page 1713 effects subject property and is depicted hereon. i i 1 i , A portion of Tract 64, Zeph)f'hills Colony Company Lands, os recorded in Plot Book 2, Poge 6, Publi~ Records of Pasco County, Florida, being in Section 3, Township 26 South, Range 21 East, being more particularly descibed os follows: For 0 Point of Reference commence at the Southeast corner of the Northeast 1/4 of said Section ~; thence N.89'41'31"W, along the South boundary of said Northeast 1/4, 0 distance of 94.08 feet; thence deporting said S'o.\Jth boundary, N.00'18'29"E., 0 distance of 31.00 feet to a point on the Northerly right-of-way line of State RoadJ54 (os it now exists); thence N.89'41'31"W, along said Northerly right-of-way line, 0 distance of 10.00 feet ~o 0 point on the Westerly bound.ory of 0 certain parcel os described in Official Records Book 1223, Page 1713 of the PubliC Records of Fosco County, Florida for 0 POINT OF BEGINNING; thence departing said Westerly boundary, N.89'41'31"W, along said Northe~ly right-af-way line, a distance of 55.21 feet; thence N.88'57'25"W, along said Northerly right-af-way line, 0 distance of 1~.3.94 feet; thence deporting said Northerly right-of-way line, N,00'28'18"E" 0 distance of 192,28. feet; the~ce S,89'41'~rE.. ,a ~is~ance of 199,14 feet to 0 point on the Westerly right-of-way of U.S. Highway 301 (os It now eXists); thence.S.0028 18 W. along said Westerly right-of- way, 0 distance of 190.00 feet to the Northeast corner of soid certain parcel.. thence N,89'41' 31"W, along the Northerly boundary of said certain parcel, 0 distance of 10,00 feet; thence S.00'28'18"W, 9'ong the Westerly boundary of said certain parcel, 0 distance of 4.00 feet to the POINT OF BEGINNING, Containing 0.833 acres more or less. DESCRIPTION (Portion of South Parcel being token by Eckerd development) 10, 11. 12. 13. 14, 15. DETAIL SCALE ," = 5' I ISlgn , , : I - ./' Q/ - -;-'~J~ ~r - - - I I..... I I / I lill I I. /' Jstation - -:: 'I" - - - '. "-. r '/@J I I~- ,....... W, - ;41.0' I L N. 89'4G," VI 1D 00' I_~ BOUNDARY PER I DESCRIPTION IN I OFFICIAL RECORDS I I BOOK 1223. I I LPAGE1713 ! I L ______~_~ r--- (:) ~ ~ LINE Ll L2 L3 L4 L5 L6 L7 L8 L9 LI0 Lll L12 L13 L14 L15 L16 L17 L18 LINE TABLE BEARING N. 03'38 47 N. 63' 19 02 S, 88' 21 47 N, 88'56 08 S. 75. 32 49 S. 37' 29 54 S. 00'34 53 S, 83'27 26 S, 56' 53 10 N, 57' 58 48 N, 86' 38 12 N, 05'39 33 N. 53' 47 35 S, 47' 48 45 S, 04'02 02 N, 41.05 50 N. 51' 12 03 N. 82'03 54 c: . "f'( ~~ I:~ I~ (j I.c::~ ~~. ~r'- tt) ~ ........ j i: .......1 I '.;f '!: f ! 1 I ,~ ';;: ~ "- S S ~ ~ ~ ~ a, 'l:l g -e il " ~ v ~ <J '" 'I N ...... ..._@] w E 8" reloln",'} wall s l i ! 1" = 30' SCALE ~ o I 60 i 30 15 --.J LEGEND w, w. w, w, w, W. E, E, E, E. E. E. W, W, E. E. E, W, DISTANCE 32. 98 16. 55 10. 14 24, 53 23. 09 10. 92 43. 23 34. 54 13. 17 15. 21 28, 86 12.59 10. 15 40. 16 41.09 60. 80 27. 62 34. 96 IP, IR = IRON PIPE, IRON ROD CM = CONCRETE MONUMENT (F') = FIELD DERIVED MEASUREMENT (P) = MEASUREMENT PER PLAT (D) = MEASUREMENT PER DESCRIPTION ~ <t. = PROPERTY LINE. CENTERLINE R/W = RIGHT OF WAY o = IR FOUND (NO REGISTRATION NUMBER EXCEPT AS NOTED) o = IP FOUND (SIZE AS NOTED) . = 5/8" IR SET D.C. JOHNSON & ASSOCIATES o = CM FOUND (NO REGISTRATION NUMBER EXCEPT AS NOTED) . = 4"x4" CM SET #3653 @] = GATE VALVE ( = GUY ANCHOR . = POWER POLE @ = SANITARY SEWER MANHOLE f> = JURISDICTION LINE MARKER @J = CABLE TELEVISION BOX -<>- = lIGH T POLE E = ELECTRIC LINE FLAG T = TELEPHONE LINE FLAG () = NAIL lm = TRAFFIC CON TROL BOX [II = ELECTRIC TRANSFORMER ~ = ROAD SIGN ~ = WATER METER <1> = TELEPHONE EQUIPMENT BOX w = WATER LINE FLAG @] = ELECTRIC BOX fFHl = FIRE HYDRANT I = HANDICAP PARKING SPACE \.Q) = DENOTES NUMBER OF PARKING SPACES INV. El. = INVERT ELEVATION = OVERHEAD POWER LINE pvc = POLYVINYl CHLORIDE @ = STORM MANHOLE = ROAD STRIPING CERTIFIED TO: Sembler EDP Partnership #8, Inc, Wachovia Bonk, N. A. Commonwealth Land Title Insurance Company The Guarantee Title & Trust Company Ruden, McClosky, Smith, Schuster & Russell, P,A, Sembler Retail, Inc. Smith Gambrell & Russell date of field survey 12/22/97 (JOHNSON ASSOCt4 TES SURVEYING AND MAPPING Boundary Survey PREPARED FOR Sembler EDP Partnership #8, Inc. Eckerds at Zephyrhills (352) 588-2768 p.a.Box 936 11911 South Curley Street Son Antonio, Florida 33576 PROJECT NO.: 97085A05 DRAWN BY: GAP CHECKED BY : SHEET 1 OF 1 SCALE: 1 " = to~~,_~~ __ ~'---'~~~.--- For D,C. Joh son & Associates. Inc" Glenn A. Price Florida Registered Land Surveyor No, 4935 Florida licensed Business Number 4514 Not valid without the siqnature and the oriqinal raised seal of a Florida licensed surveyor and mapper. 8/11/97 JDP GAP GAP BY .30'