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,(NDT TO SCALE)

22

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LINE TABLE UNE LEt'/GTH BEARING

L1 26;335. N00'23'27"£ L2 26.335 N00'23'27."E

N00'23'27 E 86.23 L3 ST4'49'00"W 55.27 L4

PLAT CURVE DATA CURVE DELTA RADIUS LEGNTH CHORD -CHORD BEARING

C1 06'54'24" 580958' lOO.J2' 699.90' S 70'59'36" E I + N 29'48'54" W r CJ 1'23'38" eoo.oo· 19.46' 19.46' s 02'26'59" w

C5 50'47'32" 400.00' 354.6(1' 343.10' S 35'00'57" W

C7 62'16'14" 350.00' "'W-1 CB 58'38'15" 350.00' C9 13'02'33" 750.00' 170.7.i_.• -J.--'1-'-7"'0.::::3::::6,...' +..:S::...::O::::B-''1c_7-''4c:4_,"-'W"---i C10 00'44'11" 5809.58' 74.611' 74.68' S 74'48'54" E C11 04'.39'00" 800.00' 64.9:;' 64.91' S 12'29'31" W C/2 3'36'43" 5889.58 371.27 371.21 569'J9'40"E

1 _ _::;C_;:1 3::._J---_:3o,'!,013o,' 1+__:::3::3 :.:,1.0.9;-7 +-::::5:..:7 3o,'0::::4'-:' 5"'5'c"::£----i r C14 81'11'51" 25.00 35.43 32.54 N50'45'57"E

1 ;.;' a;--1_4=:30'' 30::3:i.'5;:;8,." +-;;:1 7;;;5;.;. o;;;o;-t---;-'3-;-:.J. -1--'1:.:2:::;9 ·:.:8:::8 +-"N8"'6'-'' 5::;B:c'

r C 17 31' 37'03" 200.00 11 0.3;-7 -!-...C::10::8c:.9:C7c-{--'S:::;B::Oc.:'5::7..,' 4:.:0'-o"W":---j

1 r c 19 95' 21 • 40 • 2 5. oo 4 1. +-'=3:.:6:.:· 9"'7-+ 3"'0c.:' 4c:e6.:."W'-'--i

C20 2 2' 39 '15" 1 7 5. 00 69. 1"-9 +---'6'-'8"-. c;7 4'-f----"-S'-'7 6"''2.cB,_'o:4'-7"W"'---I C21 43'33'58" 225.00

C23 3'36'07" 800.00 50 .. l.'C9__t____:5:::0::.2o:9:_t___:::S:e_04,_'--:5Be_':e.0:...7"W_;;,__.J

LEGEND =FOUND CONCRETE MONUMENT MARKED P.S.M." 5678"

BEING A PERMANENT REFERENCE MONUMENT. • =FOUND 4"x4• CONCRETE MONUMENT "P.R.M. P.S.fil. # 4709w

BEING A PERMANENT REFERENC:f MONUMENT.

D., = FOUND NAIL & DISK "L.B # BEING A PER!AANENT CONTROL POINT.

• =FOUND )2. IRON ROD •LB. # 7045. =FOUND NAIL & DISK "P.S.M. # 5678 P.C.P"

BEING A PERMANENT CONTROL POINT.

= EASEMENT BOUNDARY

(R) o= RADIAL U.E. = UTILITY EASEMENT

R/W =RIGHT-OF-WAY

P.C. = POINT OF CURVATURE

P.T. = POINT OF TANNGENCY P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER

L.B. = LICENSED BUSINESS

AC =ACRES

·. \

"NOT PLATTED"

/

4' CHAIN UNK fENCE,

OVERHEAD UNE---.._

X9!.

POWER POLE

/4:'4»/ffs"'AK >( 86:92

''*"""' XM/5

20' UTTUTY tASE:.MENT

LOT2 " NOT INCLUDED

(UNDER CONTRUCT/ON)

X 8H29, /0 X 89. BJ

X8.9.J!

'1<.89.5(1

.TRIPLE 11>"0AK @;,la9.8Z-

LOT3 5.93AC

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LOT 1 " NOT INClUDED

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Xt;/.71}

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*$<2/8 ><!IUJ7

MID SECTION CORNER SECTION 20-21-25 4"' X 4" C.M. REG. L.B. #4709

fl£C. BCJX

LIGHT pr}LE x&i_gg Access x89.t5 xk5 ,

Easement I l XU..f.J !7/..115

S89"36'33"E 156.76'

17'DAK

___ ______ _J ----------------,

TRACT "'E" iJ :$ BENCH' MARK LAKE COUNTY ' '-.1- u TOP OF CONCRETE CENTRAL PARK ,J. !!: :0 MONUMENT L.S.#5678

I >< atu5 ')/ 1y, E:LE:VATION= 90.72 (PLAT BOOK 85, PAGES 1-5}

CURB INLIT .9!.7J TOP OF MANHOLE

92.21 P.C. P.C.

l!OI!'=L CURB INLIT TOP OF· MANHOLE E.L£\1.= 91.7J

X.#.J.9

MANHOLE TOP /NV, E'AST= 88 . .35

'1</I.J.IJIJ

BENCH MARK CUT SQUARE ON TOP OF CURB ELEVATION= 95.90

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CURB 1Nt£T, TOP OF -MANHOLE El£V,,;,. 9fMD

BENCH MARK TOP OF NAIL & DISC REG. L.8. #47D9 ELEVATION- 98.27

f-"'"" 00

' I

GRAPHIC SCALE 120

I ( IN FEET )

1 inch = 60 it.

Bd!JNJJAl/Y AND J'OPOCliAPHIC SURVP.'Y FoR::MNQfiY. .?l/OPERJ'IES- CLEIWONJ' FISH AND IYIWLIFE, UC -- --- J;Aj(Jj'' COI!NJ'Y, FLORWA, A POL17'fCAL SI!EDIVISION OF J'Hlf' SJ'AJ'lf' Ofi' FLORIIJA

L£GEND

COLONIAl BANK, N.A. OtD lllf'PilBLIC NA170NA£ 1.'JJ'L.E INSURANCE CONPANY

J'AURIC, P.A. NARLOIYJi.' &- IYEAJ'Hlf'RFORD, P.A.

LEGAL DESCRIPTION AS FVRNISHED: LOT .3, C1iRISTOPH£R C. FORD COMMERCE PARK R£PLAT #1 IN LAKE COUNTY, FLORIDA, ACCOFi'DING TO TH£ PLAT THEREOF AS RECORDED IN PLAT BOOK 49, PAGE 85, PUBLIC RECORDS OF LAKE COUNTY, FLORIDA.

SURVEY NOTES:

1.) THE- BEARINGS All£ BASED ON TH£ WEST , IN£ OF LOT 3 BEING N 00'23'27" E.

2.) THIS SURVEY WAS PREPARED FROM TITLE WFORMATION AVAILABLE TO THIS SURVEYOR. THERE MAY B£ OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY.

3.) THIS .. PROPERTY IS SUBJECT TO RESERVAJI..lN OF' PHOSPHATE, MINERAL, METALS AND PETROLEUM RIGHTS IN FAVOR OF THE STArE OF fLORIDA. AS SET fORTH IN DE£0 BOOK 272, PAGE 424, WHICH HAS BEEN !'ART/ALLY RELEASED BY DEED BOOK 1235 PAGE: 1134 AND DEED BOOK 2317, PAGEo 981-982.

4.) ACCORDING TO THE NATIONAL fLOOD INSU,'IANCE RATE MAPS, COMMUNITY PANEL 12069C0465 D, DATED JULY 03, 2002. THIS PROPERTY Lf!S IN FLOOD ZONES " AE, SHADED X AND X "

5.) ELEVATIONS SHOWN ARE BASED ON BENCI- MARK " U430" ELEY.= 150.03 (N.A.V.O. 88).

FORAN SURVEYIN'G & MAPPING, INC. B.M.-B£NCHMARK

2001 OLD HIGHWAY 441, SUTE: 2, MOUNT DORA, FL. 32757 (352)-735-4007 rt..•CENTE"RWIE I.EGE:NO oo_cmCALCUI.ATED

NOlES: MONUMENT CLF'=CHAIN LINK FENCE CONC=C_ONCRE:TE C/B=CONCRETE BLOCK CMP=CORRUGATED METAL PIPE

OUT

P.O.C.-PWNT OF CO/JMENCEMENT P.O.B.•PCIINT OF 8EGINNING i'.O.T;=POINT OF TB?MINAT/ON RCP,.;,REI/IIFVRCED CONC PIPE R/W=RIGHT OF \MY RCC,RECOVEREO

1. THE UNDERSIGNED DOES HEREBY CERTIFY IT-fAT THIS SURVEY MffTS THE MINIMUM TECHNICAL ST,\NDARDS SET F'ORJH BY THE FLORIDA OF PROfESSIONAL LAND SURVEYORS IN CHAPTER 61!::17-6 FLORID/\ ADMINISTRATIVE CODE PURSUANT TO SECTION 472-027 Fl.ORICM STATUTES.

D=DESCRIPT10N EB-ELECTRJC BOX EUV.;,.El..£v'ATION ff'eg;QE OF PAVEMENT n-I=FlRE HYDRANT F.F.E,=F1N/SHE:r:i FtOOR E1.EVA1TON F-F1ELD GA=GlJY ANCJ-IOR INV=INYERT IR=IRON ROD IP-IRON PfPE LP=UGHT POLE WM=WAT!R METER MH•MAN HOLE Nd:D=NAIL AND DISK D/H=DVERHFAD _ UNf. P=PLAT PP=POWER POI.E

srr_ Nd:D=N.tD #704-5 SN=S/GN SIT-)1?=1/2" JR W/L.B. j7045 TB""m.fPHONE BOX Tl'P;;.TYPICAL WI=:=WOOD FENCE WP;,iWf1NESS POINT WA!.L..:.C/8 WALL IW-WATER VALV£ T.B.M:·-TEMPORA«r 8ENCHw.RK

L = ARC LENGTH C.B.' = CHORD BEARING FM=FJELD MWURED f!.. = D£LTA

CE:RTIFIED BY:

2. THE SURVEY MAP AND REPORT OR THE COPIES THEREOF J.RE NOT VAUD WrrHOUT THE SIGNATURE' ANI} THE ORIGINAL RAI$£0 SUR\IEYDRS SEAL

J. THI;_; SURVEY WAS PR£PM£D FROM ITTLE fNFDRMATIDN FURNISH£0 TO THE SURVEYOR. THERE MM 8£ OTHER Rf.STRIC170N5 OR E:ASE:MENTS THAT AFFECT THIS PROPCRTY.

4. NO UNDERGROUND IMPRO\lEMEN7S HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.

5. SURVEY IS PRE:PAR£0 FOR 7H£ SOL£ BENEFTT OF THOSE CERTifiED TO AND SHOULD NOT BE: RE JED UPON [J'( MY OTHER f:NmY.

B. DIM ;:!1/SIONS SHOWN FOR THE LOCA170N OF /MPRO\IEME:NTS HEREON SHOULD NOT BE US£0 TO RE ''JONSTRUCT BOUNDARY LINES.

CERT!r!CATE' OF AUTHORIZA110N No. 7045 FIELD GATE ORDER # 09-11-04

------------ # 5678

DAVID A. FORAN , R.L.S. # 5678

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CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT

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C1 41.40 62.00 38'15'27" 21.50 C2 117.33 450.00 14'56'21" 59.00

1----=c-=-3-f- 2=-6"'.--:;3.;-1 +-:-1 -t-:c16::--.:c13;---1 L__.::C_4_L _ _:::9_.::_6:..:. OC:.4_L_4:_:0:..:0:_:. 0:..:0'--L_c2'=-'8"-'0"-4'--' 5"'-1'-"-"-1-=0-=-0:..:.

LINE TABLE LINE LENGTH BEARING

L1 52.61 S33'01 '26"E L2 29.76 S33'01 '26"E L3 142.37 S71'16'53"E L4 98.42 N71'16'53"W

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ASPHALT PAVEMENT

STORMWATER MANAGEMENT

4,800 SF BUILDING SEE ARCHITECTURAL PLANS FOR

BUILDING FOOT PRINT DIMENSIONS

F.F. 93.00

5' CONCRETE / SIDEWALK (TYP.)

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