[HALL-FARNER~

EXHIBIT "A" - SEVEN PAGES
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1: I- PAGE 11
FROM THE SoumWEsT CORNEROF GOVERNMENT LOT? SECTION 20. TOWNSHIP 19 sourn. RANGE 25
EAST, LAKE COUNTY, FLORIDA, RUN NORM ALONG THE WEST LlNE OF GOVERNMENT LOT 4 A DISTANCE
OF 2.842.83 FEET FOR A POlNT OF BEGINNING; RUN THENCE SOUTH 89 DEGREES 38'40" EAST 20 FEET:
THENCE NORTH 23 DEGREES 28'49" EAST 76.39 FEET; THENCE SOUTH 89 DEGREES 38'40" EAST 70.39
FEET; THENCE NORTH 00 DEGREES 21 '20" EAST 107.08 FEET; THENCE SOUTH 89 DEGREES 38'40" EAST
150.00 FEET. MORE OR LESS. TO THE WATERS OF LAKE GRIFFIN AND A POINT HEREBY DESIGNATED AS
POINT" A". BEGIN AT THE POINT OF BEGINNING AND RUN NORTH ALONG SAlD WEST LINE OF
GOVERNMENT LOT 4 TO THE WATERS OF LAKE GRIFFIN: THENCE RUN NORTHEASTERLY. SOUTHEASTERLY
AND SOUTHWESTERLY ALONG AND WITH THE WATERS OF LAKE GRIFFIN TO THE ABOVE DESIGNATED
POlNT "A";
Pnon P ~ 2: L 3962. PAGE
THAT PART OF GOVERNMENT LOT 4, SECTION 20, TOWNSHIP 19 SOUTH. RANGE 25 EAST IN LAKE
COUNTY. FLORIDA. BEING A STRIP OF LAND 20 FEET MDE LnNG ADJACENT TO AD WlTHlN 20 FEET EAST
OF. WHEN MEASURED AT RIGHT ANGLES THERETO. THE FOLLOWING DESCRIBED UEN: BEGIN AT A POlNT
ON ME NORTHERLY RIGHT-OF-WAY OF THE FORMER SEABOARD COASTLINE RAILROAD MAT INTERSECTS
THE WEST LlNE OF GOVERNMENT LOT 4 TO A POlNT WHICH IS 2.842.83 FEET NORTH OF THE SOUTHWESl
CORNER OF GOVERNMENT LOT 4. OF SECTION 20. TOWNSHIP 19 SOUTH. RANGE 25 EAST AND THE EN0
OF THlS LINE:
FROM THE SOUTHWEST CORNER OF GOVERNMENT LOT 4. SECTION 20. TOWNSHIP 19 SOUTH. RANGE 25
EAST. LAKE COUNTY. FLORIDA. RUN NORTH ALONG WEST LINE OF GOVERNMENT LOT 4 A DISTANCE OF
2802.83 FEET. EAST 20 FEET FOR POlNT OF BEGINNING. THENCE RUN EAST TO LAKE. BEGIN AGAIN A1
POlNT OF BEGINNING AND RUN NORTH 0021'20" EAST 40 FEET PARALLEL WITH THE WEST LlNE OF
GOVERNMENT LOT 4: NORTH 25'28'49' EAST 76.39 FEET. SOUTH 8938'40" EAST 70.39 FEET. NORTH 00'
21'20" EAST 107.08 FEET. SOUTH 8938'40" EAST TO LAKE.
SOUTHERLY ALONG LAKE TO INTERSECT flRST LINE.
LEGAL DESCRIPTION PROPOSED UTlUN EASEMENT:
A 14 FOOT WIDE UTILITY EASEMEN~L~NG OVER. UPON AND THROUGH THE FOLLOMNG DESCRIBED
PARCEL OF LAND: COMMENCE AT THE INTERSECTION OF THE WEST LlNE OF GOVERNMENT LOT 4 OF
SECTION 20. TOWNSHIP 19 SOUTH. RANGE 25 EAST IN LAKE COUNTY. FLORIDA WTH ME NORTHERLY
RIGHT-OF-WAY UNE OF THE ABANDONED S.C.L RAILROAD. SAlD RIGHT-OF-WAY BEING 75 FEET IN
WIDTH AT THIS POINT. SAlD POlNT ALSO BEING ON A CURVE CONCAVE0 NORTHWESTERLY AND HAVlNG A
RADIUS OF 1914.43 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAlD CURVE AN0 SAlD
NORTHERLY RIGHT-OF-WAY LlNE OF THE ABANDONED S.C.L. RAILROAD THROUGH A CENTRAL ANGLE OF
00'05'35'. AN ARC LENGTH OF 3.11 FEET fSAlD CURVE HAVlNG A CHORD BEARING AND DISTANCE OF N
75.03'01".~. 3.11 FEET) TO A POINT THAT'IS 3 FEET EAST OF. WHEN MEASURED AT RIGHT ANGLES
THERETO. THE AFOREMENTIONED WEST LINE OF GOVERNMENT LOT 4 AND THE POINT OF BEGINNING OF
THlS EASEMENT DESCRIPTION: FROM SAlD POlNT OF BEGINNING AND LEAVING SAlD NORTHERLY - - RIGHT-
OF-WAY LINE OF THE ABANDONED S.C.L. RAILROAD RUN N oozi~20~ E PARALLEL WITH THE WEST LINE
OF GOVERNMENT LOT 4 A DISTANCE OF 1545.00 FEEt THENCE S 8938'40" E 14.00 FEET; THENCE S
00'21'20" W PARALLEL WITH THE WEST LlNE OF GOVERNMENT LOT 4. A DISTANCE OF 1541.10 FEET TO A
POlNT ON ME AFOREMENTIONED NORTHERLY RIGHT-OF-WAY LlNE OF THE ABANDONED S.C.L. RAILROAD:
SAlD POINT BEING ON A CURVE CONCAVED NORTHWESTERLY AND HAVlNG A RADIUS OF 1914.43 FEET;
THENCE SOUTHWESTERLY ALONG ME ARC OF SAlD CURVE AND SAlD NORTHERLY RIGHT-OF-WAY UNE OF
THE ABANDONED S.C.L. RAILROAD THROUGH A CENTRAL ANGLE OF 00'26'06". AN ARC LENGTH OF 14.53
FEET (SAID CURVE HAVlNG A CHORD BEARING AND DISTANCE OF S 74~7'ld" W, 14.53 FEET) TO THE
POlNT OF BEGINNING. SUBJECT TO ALL EASEMENTS. RIGHTS OF WAY AND RESTRICTION OF RECORD. IF
ANY.
TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AN0 EGRESS AS RECORDED IN OFFICIAL
RECORDS BOOK 873, PAGE 1272, PUBLIC RECORDS OF LAKE COUNTY. FLORIDA;
AND
TOGETHER WITH A PRIVATE ROADWAY EASEMENT AGREEMENT AS RECORDED IN OFFICIAL RECORDS BOOK
1415. PAGE 535. PUBLIC RECORDS OF LAKE COUNTY, FLORIDA.
MQIm
1. THIS IS A SURVEY OF A OESCRIPTION FURNISHED BY CLIENT AND THIS SURVEY DOES NOT DETERMINE
OWNERSHIP.
2. BEARINGS BASED ON DESCRIPTION AS FURNISHED BY CUENT.
3. SURVEY BASED ON INSTRUCTIONS FROM CLIENT.
4. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP OF LAKE COUNTY. COMMUNITY PANEL
NO. 120-421-03300. DATED 7/3/02 THIS PROPERTY LIES IN FLOOD ZONE X-AND AE.(ZONE LINE
5.
6.
SCALED ON SURVEY AND MAY NOT REPRESENT EXISTING CONDITIONS)
UNDERGROUND IMPROVEMENTS NOT LOCATED.
TITLE AND EASEMENT INFORMAllON NOT FURNISHED BY CUENT AT THlS TIME.
c GENERAL LEGEND \
= FOUND CONCRETE MCNUMENT 0 = UWT POLE LS = REaSERD lAND SURMYDR NUMBER
f
(NUMBER/SIZE AS HOED) = POmR POLE LB = UC€NSED BUgNESS NUMBER
= FOUND IRON PIN % = POW PW AND ~ANSFORMER MU = MWR~ (NUMeol/sE AS NOTED) -0hP- = OMRHEAD POWER UNE DES = DESCRIED
@3 = FOUND IRON PIPE @=w PAM = PERMANENT REFERENCE MOMMENT
(sn AS NO^ NO NUMBER) . 00.m = SPOT EVAI ION PC4 = PMNT OF BEQNNlNG
A = NAIL w NAIL AND DISK EM = BENM MARK
ORB = ma& RECOAOS BOX
(NUMBER NOKC IF AVAILABLE) C/B = CONCRETE BLMX PB = PUT BWK
0 = SET IRON ROD CM = CONCRETE MMlUNENT PG = PAGE
(5/8'. I8 707) N/O = NflL AND BSK PCP = PERMiWENT CONTRM. PMNT
= SET CONCRETE MONUMENT FND = FOUND
PT = PMNT OF TANCINT
(4.~4.. I8 707) IP = IRON PIPE PC = PUNT OF CURVATURE
($ = CENTER UNE IR = IRON ROO/PIN
POC = PMNT CN CURE
\+ = FENCE LINE R/W = RIGHT-OF-WAY UNE
PL = PUT
/
SHETCH OF DESCRIPTION 3
f
1 hereby caiify that this s~wy m made under my respmsYe
huge and meets be Uininum Tedmioi Stmdords m set futh by
the fluido bad af Profsdrnd Swep ad Yappers i~ Olaptu
IN SECTION 20-19-25
51617-6, flaida Admiisbative Code. wont to Skb 472027,
CHEEMA
\ C/O SHAMOON DESIGN GROUP 1
[HALL-FARNER~
AND AsscxxAIEs, EK:.-
PROFESSIONAL LAND SURVEYORS
PLANNERS
GP.S. CONTROL SURVMS
2007 W. BUTLER STREET LEESBURG, FLORIDA 34748
PHONE: (352) 787-5115 FAX: (352) 787-0767 Certificate of
. j q ~ ~ g l 1882 ~ . Authorization
LB 0707
\ EMAIL: hallfarner~ol.com
Gewge W. farrier Jr. Si nature Dote
Rol&md LM; (t Mappa, I P. S. dr U. Na 4611. ~tde of Wda

L +
= FWND CONCRETE MONUMENT
(NUMBER/QZE AS NO^)
0 =UGlTFW
TL = porn paf
U = REUSmCm LAND SURMYOR NUMB1
LB = UENS~ BUQNES NUMBER
= FOUND IRON PIN C1 = POW3 PDLE AND TRANFWER MEA = MEASUROO
(NUMBEA/SZE AS NOIED) -*P- = OMRHEAD POW LINE DES = DESCRIBm
@ = FOUND IRON PIPE @=WI PRM = POWANENT REFERENCE MONUMENT
(9n AS NO^ NO NUMBER) a0.00 = SPOT m A n w POB = PaNT ff BEUNNING
= NAIL OR NAIL AND DIM BY = BENCH MARK om = maAL REWRDS BWK
(NUMBER NOTED IF AVNLABLE) C/B = CONCRETE B L ~ PB = PLAT BMI(
0 = ST IRON ROD CM = CONCRETE MONUMENT PG = PAGE
(518: LB 707) N/D = NAIL AND M% PCP = PERMANENT CONTROL PaNT
= SET WNCRETE MONUMENT FND = FOUND
PT = PMNT ff TANGENT
(cam. LB 707) IP = IRON PIPE PC = PMNT OF WRVANRE
($ = ENlER UNE IR = IRON RM/PIN
POC = PMNT ON WRK
= FENCE UNE R h = RIGHT-OF-WAY UNE
PL = PUT
CHEEMA
AND ASCCWTE4 NC-
PROFESSIONAL LAND SllRVEYORS
PLANNERS
GP.S. CONTROL SURVEYS
2007 W. BUTLER STREET LEESBURG, RORlOA 34748
PHONE: (352) 787-5115 FAX: (352) 787-0767 Certificate of
SWWNO ROFlDA ~2 . Authorization
EMAIL: hallforner&ol.com LB 0707 v)

SHEET 4
SHEET 3
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S.W. CORNER OF
GOVERNMENT LOT 4
SECTION 20-19-25
.
GENERAL LEGEND
FWNO CDElCRETE MCNUUDlT = UMT POLE
LS = REGlSTERED LAND SURE07 NUMBER
(NUUBER/SZE AS NOTED) = POW POLE
LB = UCENSm HU9Nm NUMBER
FWND IRON PIN
CPI = POW WLE AND TRANSFWER MEA = MEASURED I
(NUMBER/SE AS NOm)) -&P- = OMRHEAO POW UNE on
I
= OEscRlem
FOUND IRON PIPE @=w
PRU = PEWANENT REFERENCE MONUMENT
(9E AS NOTED: NO NUMBER) , 00.00 = SWT ELfVAllMI
POB = PMNT OF BEGlNNlNG
NAIL OR NAIL AN0 D19( BM = 6fNm MARX
ORB = WIUN RECORDS BMK
(NUMBER NOm) IF AVAILABLE) c/8 = CCNCRETE BLOM
PB = PUT Boa(
Sr IRON ROD CM = CONCRETE MONUMENT
PG = PAGE
(5/8., IE 707) N/D = NAIL WD MSX
PCP = PERMANENT CCNlROL PUNT I
SET MNCRElE MONUMENT MD = FWNO
PT = PMNT ff TANGENT
(4.~4.. Le 707) IP = IRON PIPE
PC = PClNT ff CURVATURE
POC = PQNT ON CURE
CENTER UNE IR = IRON ROOflN
FENE UNE R/W = RIMT-OF-WAY UNE m = pur
SHETCH OF DESCRIPTIOIU
IN SECTION 20-19-25
CHEEMA
C/O SHAMOON DESIGN GROUP
AN> lisaxlArrs, Nc-
PROFESSIONAL LAND SURVEYORS
PLANNERS
GP.S. CONTROL SURVEYS
2007 W. BUTLER STREET LEESBURG. FLORIDA 34748
PHONE: (352) 787-5115 FAX: (352) 787-0767 Certificate of
. R ~ A ~2 . Authorization
EMAIL: hallfarner&ol.com LB 0707

e s
a o
r.
GENERAL LEGEND
= FWND CaYCRETE MONUMENT 0 = LIGHT POLE LS = REUSTERED UUlD SURMYO? NUMBER
(NUMBER/SE AS NOTED) = POW POLE LB = UENSD BUSNES NUMBER
= FWND IRON PIN C1= POW POLE AND TRANSFLXMER YEA = MWRm
(NUMB~/~E AS NOTED) -&P- = OMR~AD POW UNE DES = DEWBED
@ = FWND IRON PIPE @=MX PRM = PWANENT REFERENCE MONUMENT
(sn AS NO^ NO NUMBER) .Da.m = SPOT QEVATICH WB = PMNT OF BEQNNING
= NAn. OA NAIL AND D19( EM = BENCH MARK ORB = CmClAL RECORDS BWK
(NUMBER NOm) IF AVAILABLE) C/B = CONCRETE BLO~( PB =PUT WXK
0 = ST IRON ROD CM = CONCRETE MONUMENT PG = PA=
(518.. LB 707) N/D = NAIL AND a% PCP = PERMANENT UX~TADL P~NT
12 = XI C€NCRETE MONUMENT MD = FWND PT = PaNT OF TANrnT
(CX~., LB 707) IP = IRON PIPE
PC = PMNT OF CURVATURE
($ = ENTER UNE IR = IRQN RMl/PIN
POC = PaNT ON CURE
R/W = RIGHT-OF-WAY UNE
PL = PLAT
/
SHETCH OF DESCRIPTION
IN SECTION 20-19-25
CHEEMA
C/O SHAMOON DESIGN GROUP
PROFESSIONAL LAND SURVEYORS
PLANNERS
B W.S. CONIROL SURVEYS
e 2007 W. BUTLER STREET LEESBURG. FLORIDA 34748
AM) Assa4TE6, NC.-
E PHONE: (352) 787-5115 FAX: (352) 787-0767 Certificate of
SWVPKI R ~ A
EMAIL: hallfarner%ol.com LB 0707 V)
1982 . Authorization

f GENERAL LEGEND
= F W D CONCRETE MONUMENT 0 = UGHT POLE LS = REUSTERm UW) SURMYDR NUMBER
(NUMBtRfSZE AS NOTED) a = POW3 POLE LB = ULXNED BUSNESS NUMBER
L - = FaINn . lRW4 ... RN . ... 'I = POW3 POLE AND TRANSFORMER YEA = MEASURED
(NUMB~R/SIE AS NOTED) -o~P- = O ~ H W POKR UNE DES = DESCRIBED
@ = FWND IRON PIPE @=a P W = PERMANENT REERENCE MONUMENT
(sn ns NOTED: NO NUMBER) . o ~ = SPOT . ~ WAIW
POB = PCUNT OF BEaNNlNG
A = NAlL OR NAIL AND 01% BM = BENM M W
ORB = MaAL RECORDS BWK
(NUMBER NOTED IF AVAILABLE) C/B = CONCRETE B L ~ PB = PLAT BWK
0 = SET IRDW ROD CIA = CONCRETE MCNUMENT PG = PACE
(5/8: LB 707) N/O = NAIL AND M% PCP = PERMANFN CONTRDL PUNT
I3 = SEI CONaME NONUMENT FND = FWND PT = PCUNT OF T W T
(4'x4., LB 707) IP = IRON PIPE PC = PCUNT OF WRVANRE
POC ($ = CENW UNE IR =
= PCUNT Mi WRK IRON RW/PIN
\& = FENCE UNE R/W = RIMT-ff-WAY UNE
R = PLAT
I
f SHETCH OF DESCRIPTION
IN SEC'TION 20-1 9-25
CHEEMA
C/O SHAMOON DESIGN GROUP
( HALL-FARNER)
AN)AscaATESNc-
~ - - ~ -
I
PRoFEsslONAL LAND SURVEYORS
PLANNERS
I 2007 W. N I U R STREET ELIBURG, FLORIDA 34748
I
GP.S. CONTROL SURVMS
PHONE: (352) 787-5115 FAX: (352) 787-0767 Certificate of
. R-A -2 . Authorization
EMAIL: hallfarner@aol.com LB 0707

GENERAL LEGEND
= FWNO CONCRETE MCNUMDlT 0 =UGiTPDS LS = REUSTEED LAND SJRMYDR NUMBER
(NUMBER/gZE AS NOTED) Th = POW PDLE LB = UCfNSm BUgNES NUMBER
= FWND IRON PIN C1= W W P W AND RANFWER MEA = MEASURED
(NUMBER/~ZE AS NOTED) -0hp- = OMRHEAD POWER UNE OES = OESaUBm
@ = FWNO IRON PPE @=VAL PRU = PER)IdENT REFERENCE MONUMENT
(sn AS NO^ NO NUMBER) . O ~ = SWT . ~ w A n w
PIX = PMNT OF BEGlNNlNG
A = NNL OR NAIL d 0 DISK EM =BENCH
ORB = MaAL RECORDS B W
UMU(
(NUMBER NOTED If AVAILABLE) cjB = CONCRETE BLMI( PB = PLAT B W
0 = ST IRON ROD CM = CONCRETE MOIIUMENT PG = PAGE
(5/ev. LB 707) N/D = NAIL AND MSK PW = PERUIENT mma PMNT
I3 = ST CONCRETE MONUMENT MO = FWND PT = PMNT CF TANLEIT
(4-xl.. LB 707) IP = IRON PIPE PC = PMNT CF WRVANE
($ = ,lETl UNE IR = IRON ROO/PIN
POC = PUNT ON CURE
\ A = FFNW I INF R/W = RIMT-OF-WAY WE
PL = PLAT I
I f%d f SHETCH OF DESCRIPTION f
IN SECTION 20-19-25
CHEEMA
L C/O SHAMOON DESIGN GROUP
I
PROFESSIONAL LAND SURVMORS
PLANNERS
GPS CONTROL SURVEYS
I 2007 W. EU11Ul STREET LEESBURG, FLORIDA 34748
PHONE: (352) 787-5115 FAX: (352) 787-0767 Certificate of
. SWVWQ R m A 1882. Authorization
EMAIL: hollfarner@aol.com