Hammock Bay/Marco Sh. #2COMMUNITY DEVELOPMENT &
ENVIRONMENTAL SERVICES DIVISION
ENGINEERING REVIEW SECTION
MEMORANDUM
TO: Sue Filson, Administrative Assistant
FROM: John R. Houldsworth, Senior Engineer.~tA_...\
DATE: June 27, 2002
RE:
Hammock Bay / Marco Shores Unit Two
Preliminary Work Authorization
Attached please find a Preliminary Work Authorization for Marco
Shores Unit Two / Hammock Bay. This document has been reviewed
by Engineering Review and the County Attorney's Office. Collier
County Resolution No. 93-147 provides for the administrative approval
of preliminary work authorizations. Please have the Chairman sign
the document and forward to the Clerk's office.
Should you have any questions, please advise.
jrh
CC:
Project File
Reading File
Re-Plat of a portion of
Marco Shores Unit 1
PRELIMINARY WORK AUTHORIZATION
THIS AGREEMENT made and entered into this aT~ day of O~
between the Board of County Commissioners of Collier County, Ffforida, hereinafter
"County", and WCI Communities, Inc. hereinafter referred to as the "Owner".
,_2002, by and
referred to as
WHEREAS, the County has adopted Collier County Ordinance No. 94-41 known as Marco Shores
PUD Ordinance, hereinafter referred to as the "PUD"; and
WHEREAS, Owner represents and warrants it is the record fee title owner of the lands described in
the public records of Collier County, Florida, said legal description attached hereto as Exhibit "A" and
incorporated herein by reference; and
WHEREAS, the South Florida Water Management District has preliminarily approved the surface
water management permit for Marco Shores SFWMD Permit Appl. No. o~ ilq"'l; and
WHEREAS, Owner represents that the Preliminary Work Authorization is needed because in order
to commence construction at the earliest possible time due to economic and developmental time constraints;
and
WHEREAS, Owner acknowledges that all requirements of Collier County's Growth Management
Plan and Adequate Public Facilities Ordinance, No. 93-82, will be met prior to approval of a final
subdivision plat, or final site development plan or building permit, as appropriate; and
WHEREAS, Section 3.2.7.3.6 of the Land Development Code establishes a mechanism for
processing and issuing a Preliminary Work Authorization.
NOW THEREFORE, in consideration of the premises, the mutual undertakings of the parties, and
other good and valuable consideration, it is agreed by the parties hereto as follows:
SECTION 1 - ACKNOWLEDGEMENT
The foregoing recitals are tree and correct and are incorporated herein by reference. Further, it is
.jointly acknowledged that the execution of this Agreement does not constitute a Development Order or any
other final approval by Collier County.
PPL-2002-AR-2406
Project 2002040042
DATE: 04/18/02
Re-Plat of Marco Shores Unit 1
Preliminary Work Authorization
Page 2 of 4
SECTION 2 - IMPROVEMENTS
A. Owner shall be permitted to perform site preparation and construction activities subject to the
conditions, limitations and restrictions contained in Sections 3 through 7 below, as follows:
1) Clearing of the roadways, easements and construction areas.
2)
Earth work necessary for the installation of water and sewer lines, water management
swales and roadbed preparation.
3) Installation of the project's required improvements.
The preliminary work detailed in this Section shall be in accordance with plans Marco Shores
consisting of 13 sheets, prepared by Q. Grady Minor & Associates, P.A., dated January, 2002 hereinafter
referred to as the "The Preliminary Work". The legal description of the boundaries of the Preliminary Work
is shown on the final plat for Re-Plat of a portion of Marco Shores Unit 1 consisting of 5 sheets prepared by
Q. Grady Minor & Associates, P.A.
B. Prior to any work being undertaken, owner shall submit to the County complete permit packages
and applicable review and inspection fees for the necessary permits for the Preliminary Work (the
"Preliminary Work Permits"). These applications are as follows:
1)
Construction plans for Marco Shores consisting of 13 sheets, prepared Q. Grady Minor &
Associates, P.A..
2)
Final plat for Marco Shores consisting of 5 sheets prepared by Q. Grady Minor &
Associates, P.A..
SECTION 3 - PERMITS REQUIRED
Issuance of the Preliminary Work permits shall be conditioned upon the following:
a. County staff finding that the applications for Preliminary Work Permits are complete and
satisfactory and are ready for scheduling to the Board of County Commissioners for final plat approval.
b. Owner submitting to the County a copy of the early work permit or permit modification from the
South Florida Water Management district for all matters included in the jurisdiction of the South Florida
Water Management District, which conforms with the Preliminary Work Release plans submitted to the
County.
Re-Plat of Marco Shores Unit 1
Preliminary Work Authorization
Page 3 of 4
SECTION 4 - APPROVAl,
County will issue the Preliminary Work Permits to permit the Preliminary Work prior to plat
approval once conditions A and B in Section 3 above have been satisfied. Owner understands and
acknowledges that no building permit will be issued for habitable structures within Re-Plat of a portion of
Marco Shores Unit 1 until the Marco Shores Unit 1 Re-Plat is approved and recorded.
SECTION 5 - INDEMNIFICATION
Owner agrees to indemnify and hold County harmless against any and all liability, loss, damage or
expense fi.om claims or causes of action including attorneys fees and court costs, resulting fi.om, arising out
of, and in connection with Owner's negligence and/or willful misconduct in the construction of the
Preliminary Work under the Preliminary Work Permits or any challenge by any person or party objecting to
the legality or validity of this Agreement.
SECTION 6 - RESTRICTIONS
This Agreement shall be binding upon the parties and is not transferable.
SECTION 7 - LIMITATIONS
This Agreement shall expire thirty (30) days fi.om the date of the issuance of the Preliminary Work
Permits if the project's final plat is not submitted to the Board of County Commissioners for approval
pursuant to Division 3.2 of the Land Development Code, unless the Owner is delayed in having his final
plat reviewed by the Board due to the fault of the County. All work approved by this Agreement must
cease and not restart if the final plat is not submitted and approved by the Board of County Commissioners
within this authorization period. No work is authorized under this Agreement prior to satisfying the
conditions of A and B in Section 3 of this Agreement. Any attempt to commence work prior to issuance of
requisite permits shall render all provisions of this Agreement null and void.
By entering into this Agreement the County does not guarantee and the Owner can not rely upon the
fact that the project's final plat will be approved upon submission to the Board of County Commissioners.
The Owner is required to comply with all of the provisions and procedures of the Land Development Code
before the final plat can be submitted to the Board for consideration.
Re-Plat of Marco Shores Unit 1
Preliminary Work Authorization
Page 4 of 4
IN WITNESS WHEREOF, the parties have executed this Agreement the day first above
written"3 /5
Wimess
Printed lq~a'rn-e
Witr~essu
Printed Name
D~
At ' .as to
Collier CounV
By:
Its Vice President,
Rick Mercer
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By:
~, Chairman
STATE OF FLORIDA
COUNTY OF LEE
The foregoing instrument was acknowledged before me this ~ day of -f~-(9 . 2002, by
Rick Mercer, Vice President of WCI Communities, Inc. He is personally known to me and did not
take an oath.
WITNESS my hand and official seal this
Notary Public
My commission expires:
(affix notarial seal there)->
~ dayof
LEGAL DESCRIPTION
A POR170N OF WARCO 5HOPES UNIT ONE, A SUBO~S~ON LOCATED ,'N Sc~CITONS 26, 27, AND 28,
TOk~tSHIP 51 SOUTH. RANGE 26 EAST. COLLIER COUNT~, FLORIDA, RECORDED IN PlAT BOOK
AT PAGES 35 THROUGH 38 OF THE PUBLIC RECORDS OF COLLIER COUNT~, FlORIDA, BEING
I~ORE PARDCUIARI Y DESCRIBED AS FOLlOkyS..
BEGIN AT THE NOR TH~k~STERL Y CORNER OF TRACT 'J' OF THE AFOREAWENI~ONED PLAT, THE
SAAtE BEING A POINT ON A CIRCULAR CURVE CO~ICAVE TO THE NORTHWEST, THENCE kUN
NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE lEFT, HA~qNG A RADIUS OF 1.35800
FEET. THROUGH A CENTRAl ANGLE Or 25~1'15; SUBTENDED BY A CHORD OF $96.03 FEET AT
A BEARING OF N 75'2§'42"E, FOR A ARC lENGTH OF 600.92 FEET TO THE END OF SAID CURVE.:
THENCE RUN AlONG THE SOUTHERl Y BOUNDARY lINE OF TRACT 'r" OF THE AFOREk(ENllONED
PlAT FOR THE NEXT ~X CAllS, S 2974.57"E, A DISTANCE OF il§. ~8 FEET TO THE BEGINNING
OF A NON TANGENI~AI CIRCULAR CURVE CONCAVE TO THE NORTHWEST. THENCE RUN
NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE lEFT, HA~qNG A RADIUS OF 90000
FEET, THROUGH A CENTRAl ANGLE OF 30~6.54; SUBTENDED BY A CHORD OF 472,67 FEET AT
A BEARING OF N 54'49'28' E. FOR AN ARC LENGTH OF 478.28 FEET TO THE END OF SAID
CUR~,. THENCE RUN N 39'35'59' E, A DISTANCE OF 45000 FEET TO BEGINNING OF A
TANGENllAL CIRCULAR CURVE CONCAVE TO THE SOUTHEAST, THENCE RUN NORTHEASTERLY
AlONG THE ARC OF SAID CURVE TO THE RIGHT, HA~NG A RADIUS OF 700.00 FEET, THROUGH A
CENTRAl ANGLE OF 07~9'02', SUBTENDED BY A GHORO OF 9~.37 FEET AT A BEARING OF
N 45R0.30' E,, FOR AN ARC LENGTH OF g~.43 FEET TO THE ENO OF SAID CURVE AND THE
BEGINNING OF A NON TANGENI~A1 CIRCULAR CURVE CONCAVE TO THE SOUTHWEST. THENCE RUN
NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT. HA~NG A RADIUS OF 64000
FEET. THROUGH A CENTRAL ANGLE OF 0953'09", SUBTENDED BY A CHORD OF ~T029 FEET AT
A 8EARING OF N 3~'39'08" ~. FOR AN ARC lENGTH OF 110 45 FEET TO THE END OF SAID
CURVE AND THE BEGINNING A NON TANGENllA1 CIRCULAR CURVE CONCAVE TO THE SOUlt~,
THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT. HA~NG A RADIUS OF
25.00 FEET. THROUGH A CENTRAL AN~LE OF 945~'17', SUBTENDED BY A CHORD OF 3682
FEET AT A BEARING OF N 8474.38" ~, FOR AN ARC LENGTH OF 4~.39 FEET TO THE END OF
SAID CURVE ANO TO A POINT ON THE AFOREMENllONED RIGHT OF WAY LINE, THE SAkIE BEING
THE BEGINNING OF A NON TANGENI~AL ORCUIAR CURVE CONCAVE TO THE SOUTHEAST, THENCE
RUN NORTHEASTERLY ALONG THE ARC OF SMD CURVE TO THE RIGHT. HA~ING A RADIUS OF
970.00 FEET. THROUGH A CENTRAL ANGLE OF 2674'16'. SUBTENDED BY A CHORD OF 44033
FEET AT A BEARING OF N 6~'40'~9' E, FOR AN ARC LENGTH OF 444.20 FEET TO THE END OF
SAID CURVE,,. THENCE RUN ALONG THE $OUTHERLY BOUNDARY lINE OF TRACT ~U" OF THE
AFOREMENI~ONED PLAT THE NEXT SEVEN CAllS, S 1~72.32'E, A DISTANCE OF 13~.~4 F££T TO
THE BEGINNING OF A NON TANGENl~AL CIRCULAR CURVE CONCAVE TO TIlE SOUTH,. THENCE RUN
EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 700.00 FEET,
THROUGH A CENTRAL ANGLE OF 14~4'0~', SUBTENDED BY A CHORD OF 181.54 FEET AT A
8EARING OF N 85~0'Q0' E, FOR AN ARC LENGTH OF ~820§ FEET TO THE END OF SAID CUR~'
THENCE RUN 5 8772.58" E. A DISTANCE OF 626.05 FEET TO THE BEGINNING OF A TANGENT/AL
CIRCULAR CURVE CQNCAVE TO THE SOUTH,. THENCE RUN EASTERLY ALONG THE ARC OF SAID
CURVE TO THE RIGHT, HA~ING A RADIUS OF ~.65000 FEET THROUGH A CENTRAL ANGLE OF
07DO'O0: SUBTENOED BY A CHORD OF 20L 46 FEET AT A BEARING OF S 83'42'58" E, fOR AN
ARC LENGTH OF 20L$9 FEET TO THE END OF SAID CURVE... THENCE RUN S 8072'58~ ~ A
DISTANCE OF I~6.95 FEET TO THE BEGINNING OF A TANGENl~Al CIRCULAR CURVE CONCAVE TO
THE NORTH,. THENCE RUN EASTERLY AlONG THE ARC OF SAID CURVE TO THE LEFT, HA~ING A
RADIUS OF ~,20000 FEET, THROUGH A CENTRAL ANGLE OF ~2~9'36'. SUBTENDED BY A CHORD
OF 25767 FEET AT A BEARING OF 5 88~2'46' E. FOR AN ARC LENGTH OF 2§~17 FEET TO
THE END OF SAID CURVE; THENCE RUN N 0955'23~ E. A DISTANCE OF t~050 FEET; THENCE
RUN ALONG THE AFOREAWENI~ONED RIGHT OF WAY LINE FOR THE NEXT ltfREE CALLS,
S 7§.36'5~' E,, A D/STANCE OF 1~298 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE CONCAVE TO THE NORTH,, THENCE RUN EASTERLY ALONG THE ARC OF SMD CURVE TO
THE lEFT, HAVING A RADIUS OF 375.00 FEET, THROUGH A CENTRAL ANGLE OF
SUBTENDED BY A CHORD OF 25858 FEET AT A BEARING OF N 8475'05~ E. FOR AN
LENGTH OF 264.00 FEET TO THE END OF SAIO CURVE,; THENCE RUN N 64~3'00' E. A DISTANCE
OF 64.~0 FEET: THENCE RUN ALONG THE SOUTHERLY 80UNDARY LINE OF TRACT 'E' OF THE
AFOREMENI~ONED PLAT FOR THE NEXT TEN CALLS. S lSDO'O0' E, A DISTANCE OF 580~0 FEET;
THENCE RUN 5 2054'25' E, A DISTANCE OF 244.98 FEET: THENCE RUN S 13~3'2~' E, A
DISTANCE OF 6~§2 FEET: THENCE RUN S ~4'40.24~ E. A DISTANCE OF ~4922 FEET; THENCE
RUN S 4§.55'17' E, A DISTANCE OF 366.80 FEET: THENCE RUN S 84J0'32' E., A DISTANCE OF
68~.87 FEET: THENCE RUN N 00.53.3~" ~ A DISTANCE OF 259.21 FEET; THENCE RUN
N 12~'35~ ~ A DISTANCE OF 190.$6 FEET: THENCE RUN N ~679'Ig" ~. A DISTANCE OF 15939
FEET: THENCE RUN N 775770" ~, A DISTANCE OF ~2§.36 FEET; THENCE RUN N 89'50'47" ~ A
DISTANCE Or 64.99 FEET: THENCE RUN S 00~8'45' ~, A D/STANCE OF 94.95 FEET TO THE
BEGINNING OF A NON TANGENTIAl CIRCULAR CURVE CONCAVE TO THE NORTHEAST,. THENCE RUN
NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24078
FEET. THROUGH A CENTRAL ANGLE OF 89~7'~3', SUBTENDED BY A CHORD OF 33~89 FEET AT
A BEARING OF N 68~'05' ~. FOR AN ARC lENGTH OF 374.52 FEET TO THE END OF
CURVE.. THENCE RUN N ~.57'57' E, A DISTANCE OF 87.95 FEET; THENCE RUN N 34'22.2~
A DISTANCE OF 75.55 FEET: THENCE RUN S $§'37'57' ~, A DISTANCE OF ~g 4! FEET TO THE
BEGINNING OF A NON TANGENT/AL ~RCULAR CURVE CONCAVE TO THE EAST, THENCE RUbY
NORTHERLY ALONG THE ARC OF SMD CURVE TQ THE RIGHT. HAVING A RADIUS OF 16700 FEET,
THROUGH A CENTRAL ANGLE OF 14'3§'5~; SUBTENDED BY A CHORD OF ~ 40 FEET AT A
BEARING OF N 06'56'!~~ E,, FOR AN ARC LENGTH OF 4~§2 .fEET TO ,~ P~:':T O,c
CURVATURE, THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A
RADIUS OF T,06~30 FEET, THROUGH A CENTRAL ANGLE OF 21'36'06: SUBTENDED BY A £HORD
OF 3985! FEET AT A 8EARING OF N 03~$.39' E, FOR AN ARC LENGTH OF 40089 FEET
THE END OF SMD CUR~. THENCE RUN N 75~3'46" E, A DISTANCE OF ~1.~6 FEET; THEA, CE
RUN S ~3~2'07' E, A DISTANCE OF 78.~5 FEET; THENCE RUN N 765~'56~ E,, A DISTANCE OF
6020 FEET: THENCE RUN N ~5'Q2'07" ~, A D/STANCE OF gO ~4 FEET; THENCE RUN 5 75'0~'46"
A DISTANCE OF J4.0~ FEET' THENCE RUN N t~'44'24~ ~, A DISTANCE OF 1~6.03 FEET TO A
POINT ON THE AFOREf~ENI~ONED 50UTHERI y RIGHT OF WAY LINE: THENCE CONTINUE ALONG THE
AFORE~ENI~ONED RIGHT OF ~AY LINE FOR THE NEXT NINE CALLS ThE SAkfE BE/NC ThE
BEGINNING OF A NON TANGENTIAL CIRCULAR CURVE CONCAVE TO THE SOUTH, THENCE RUN
EASTERLY ALONG ~E ARC OF SAIO CURVE TO THE RIGHT, HAVING A RADtU5 OF 2,49§0Q FEE~
THROUGH A CENTRAL ANGLE OF 08'~5'~6". SUBTENDED 8~ A CHORD OF 359.14 FEET AT A
8EARING OF N 82'55'00' E, FOR AN ARC LENGTH OF 359 44 FEET TO THE END OF SAID CURVE,,.
THENCE RUN N 86¥2'38" E. A D/STANCE OF
CIRCULAR CURVE CONCAVE TO THE NORTHEAST,
CURVE TO THE lEFT, HA ~ING A RADIUS
00'3~'. SUBTENDED 8Y A CHORD OF 17268,
LENGTH OF ~75.24 FEET TO THE END OF
ANCE OF I94.25 FEET TO THE
THENCE RUN EASTERt Y AlONG
OF 97§.00 FEET. THROUGH A CEN
OF , ~.5~ FEET AT A BEARING OF S
THE OF SAID CURVE; THENCE
OF A TANGEN NAI
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FEET. A CENTRAl ANGLE
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CUR~' RUN S 00',
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S 22~0'40 A DISTANCE OF 84 FEET; TH~
FEET,. RUN S $5~0'Q3' A DISTANCE
DISTANCE OF FEET; RUN S 727§'~
RUN S ~. A DISTANCE $0 49 FEET:
50.00 FEET.. RUN S 67~ ~, A DISTA
S 8! 58'~8'~Y. DISTANCE OF ~8 FEET' THEN~
FEET.. N 75~7'41 DISTANCE OF
DISTANCE OF 5~ FEET.. N ~9'34'4,
RUN S 8306'30' OF ~00.$0 FEET;
~2337 FEET: ~, A D/SD
S 71~2'47' ~. A ~080 FEET.. THEN~
FEET.. THENCE RUN ~ A D/STANCE Ot
D/STANCE OF J289 RUN S 0957'5~
RUN 5 611~0'53' ~ OF 81,00 FEET.. 1
90.~4 FEET,. THENCE ~'4§'22' ~. A DISTAh
A DISTANCE OF 82 S 22R0'57'
RUN S ~2'37' ~ A OF $3.~4 FEET,. D
~L 42 FEET,- ~ A DISTAN
S 37/~5.35' kY, A $~.~5 FEET: THEN~
FEET,. THENCE RUN S kY, A D/STANCE 0
A D/STANCE OF §§.04 THENCE RUN ~ ~4~9
RUN ~ 55'54'$~~ kY, OF §0.~6 FEET,.
O~ 68.2] £[[T,, THENCE S 74'45'47' kY. A DI.
S 50'~3'5~' ~, A D/STA 9F 51.66 FEET., THENC,
FEE~, THENCE RUN 5. kY. A (:/STANCE Of
A D/STANCE OF 52.3! THENCE RUN N 4~'22'.
RUN N, 6~DBD6' kY. A OF $~79 FEET,.
OF 78000 FEET,. THENCE S. 85R6.54' kY, A D~
N 74'~4'06~ kY, A OF 312§7 FEET: THEN~
478.10 FEET, THENCE
t ~0~0'02' ~I, A DfSTA~
N 60'07.25' kY, A DISTA! OF 73.50 FEET,. THENQ
306,0~ FEET; 76D$'07' kY, A D/STA
S 71'32'39' kY, A 27~.00 FEET.. THENC
24007 FEET., THENCE 24~9.58~ E, A D/STA~
S 09'43'4~' E.., A DISTAl FEET,. THENC!
FEET,. THENCE RUN ~ A DISTANCE OF
D/STANCE OF ~5048 RUN S. 19'23'21'
RUN S 0~'~8'25' E, A OF 809! FEET,. TH
79.59 FEET.. ''35'04' kY, A D/STAN(
5 51.39.32' kY. A 54.24 FEET,, THENCE
FEET.. THENCE RUN ~ kY, A DISTANCE OF
A D/STANCE OF I00 RUN S. 54'46'~
THENCE RUN S
OF 103.58
D/STANCE OF 535! RUN N 867~'39'
RUN S 81'5.l'21" OF 72.07 FEET.. TH!
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N 61'~?'45~ kY, 'A OF FEET,. THENCE~
FEET. THENCE N 88'31'56' D/STANCE OF
A D/STANCE OF 49 FEET, N $351'49
THENCE RUN S kY, A OF I Z 75 F£
Of STANCE OF FEET,. THENCE
'. 2377.56~ ~
RUN ~ 24D2 kY, A DISTANCE OF 20 FEET., TH~
OF 5,~. 42 .rE~r,i -q' "' A
S 27'50'06" A DISTANCE OF 50.09 T; THENCE
FEET; ?UN .~ 3974'17' kY, A OF 56
A DISTANCE 53 ~4 FEET: THENCE RUN
RUN N. 78 ~, A DISTANCE OF 264.
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N ~0'55'! kY, A DISTANCE OF 254.57 FEE
~62 49 THENCE RUN N 07~97'42" ky,
N 00~ A DISTANCE OF 426 78
2TL THENCE RUN N 39'24'58" ~, A
N '5~" £, A DISTANCE OF 50 80 FEET:
FEE T; THENCE RUN N 02'59 '38 ' kY, A
A DISTANCE OF 5000~ FEET: THENCE RUN N.
THE POINT OF BEG/NN/NG, CONTAINING 245.453 ACRES. ~
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THENCE RUN N 86'42'~8' E, A DISTANCE OF 115.82 FEET TO THE BEGINNING OF A TANC, ENTIAZ
C/RCULAR CURVE CONCAVE TO THE NORTHEAST,. THENCE RUN EASFERL Y ALONG THE ARC OF
SAID CURVE TO THE LEFT, HA~fNO A RADIUS OF 62000 FEET, THROUGH A CENTRAL ANGLE OF
I600'JB: SUBTENDED 8Y A CHORO OF 172.68 FEET AT A BEAR/NO OF N 78'42'20' E, FOR AN
ARC LENGTH OF 175.24 FEET TO THE END Or SMD CUR~. THENCE RUN N 70'42'02' E, A
D/STANCE Or 194.25 FEET TO THE BEOINN/NC Or A TANGENllAL CIRCULAR CURVE CONCAVE TO
THE SOUTH, THENCE RUN EASTERS Y MONO THE ARC OF SMD CURVE TO THE R/GHT, HA~1NG A
RADIUS OF 975.00 FEET, THROUGH A CENTRAL ANGLE OF 47'46'0I; SUBTENDED BY A CHORD
Or 789.51 FEET AT A BEARING OF S 85~4'50' E. FOR AN ARC LENGTH OF 81285 FEET TO
THE END OF SMD CUR~' THENCE RUN S 61'~1'57' E. A DISTANCE OF 61L75 FEET TO THE
BEGINNING Or A TANGEN17AL CIRCULAR CURVE CONCAVE TO THE NORTHEAST. THENCE RUN
SOUTHEASTERLY AlONG THE ARC Or 5AlO CURVE TO THE LEFT. HA~1NO A RADIUS Or 1,405.00
FEET. THROUGH A CENTRAL ANGLE OF 27'55'I6', SUBTENDED 8Y A CHORD OF 689.99 FEET AT
A BEARING OF S 7519'55' E. FOR AN ARC lENGTH OF 678.50 FEET TO THE END or SMD
CUR~. THENCE RUN S 0072'45' ~, A D/STANCE or I0852 FEET: THENCE RUN S 84'45'47' E,
A DtSTANCE OF 15.~41 FEET: THENCE RUN ALONG THE SOUTHERLY BOUNDARY lINE OF THE
AFOREkCEN17ONED PlAT FOR THE NEXT ONE HUNDRED F/VE CALLS. S 20'4I'20' ~ A D/STANCE
OF 116. 40 FEET: THENCE RUN S 10~)0'41' ~ A DISTANCE OF 95.52 FEET: THENCE RUN
S 22?0'40' ~, A DISTANCE OF 100.84 FEET,. THENCE RUN S 4304'49' ~ A DISTANCE OF 5t. 42
FEET.. THENCE RUN S 5,3~0'05' I~, A DISTANCE OF $4.6~ FEET.. THENCE RUN S 48'57'48' ~ A
DISTANCE OF 4261 FEET,. THENCE RUN S 7275'18' ~, A DISTANCE OF 100. 4! FEET.. THENCE
RUN S 85Z22'02' ~, A DISTANCE OF 5049 FEET.. THENCE RUN S 77~J'52' ~, A DISTANCE OF
5000 FEET; THENCE RUN S 671I'58' ~, A D/STANCE OF 5080 FEET.. THENCE RUN
5 81'58'18'KY, A DISTANCE OF 5016 FEET; THENCE RUN S 75196'26' ~ A DISTANCE OF 100.08
FEET.- THENCE RUN N 75.07'41'ky, A DISTANCE OF 56.56 FEET; THENCE RUN S 62~7'58' ~, A
DISTANCE OF 5L05 FEET: THENCE RUN N 69.54'42' ~, A D/STANCE OF 2~85 FEET,. THENCE
RUN S 8~06'50' ~ A D/STANCE OF I00.50 FEET.. THENCE RUN S 64~94'57' ~, A DISTANCE Or
12Z.~7 FEET.- THENCE RUN S 54.09'59' ~. A DISTANCE OF 5056 FEET' THENCE RUN
S 71~2'47' ~, A DISTANCE Or 5080 FEET; THENCE RUN S 47'50'48' ~, A DISTANCE OF 51.42
FEET; THENCE RUN 5 28~$,25" ~, A D/STANCE OF 59.56 FEET.. THENCE S 4I~8'21' ~. A
DISTANCE OF 52.89 FEET; THENCE RUN S 09'57'54' ~, A DISTANCE OF 6044 FEET,. THENCE
RUN S 6~)0'5J' ~, A D/STANCE or BLO0 FEET: THENCE RUN N 62'40'52" ~. A D/STANCE or
9014 FEET,. THENCE RUN N 8U45'22' ~ A D/STANCE OF 6280 FEET,. THENCE RUN S 75'41'22' ~,
A DISTANCE OF 8200 FEET.. THENCE 5 22~0'57' ~ A D/STANCE OF 25.6! FEET: THENCE
RUN S 4112'57' ~ A DISTANCE OF 5.114 FEET,. THENCE RUN S 7~'.~0'17' ~, A DISTANCE or
51.42 FEET.- THENCE RUN S 5951'48' ~ A D/STANCE OF 5001 FEET,. THENCE RUN
S 571'~5'55' ~y, A DISTANCE OF 54.6~ FEET.. THENCE RUN S 27'55'Q$' ky, A DISTANCE OF 59.91
FEET, THENCE RUN _~ 5].56'08' YK. A DISTANCE OF 10084 FEET,, THENCE RUN S J618'2~' ky,
A O/STANCE Of 5504 I[ET.. THENCE RUN S $4~99'59' ~, A DISTANCE OF 5056 FEET.. THENCE
RUN ~ 65'54'59' KY, A D/5TANC[ OF 50.16 FEET,, THENCE RUN ~ 76'55'58' ~, A D/STANCE
Of 682] £~ ,T, ~H£N{E PUN ~ 74'45'47' ~y, A DISTANCE OF ~52.07 FEET. THENCE RUN
$ 50'4Y.~5" ~V, A D/5ZANC~ O/ ~1.6~ FEET; THENCE RUN ~ 56'55'54" ~, A DISTANCE OF 5682
;EE~, THENCE RUN ~ 69'~2'28' ~, A D/STANCE OF ~016 FEET; THENCE RUN S 4J'29'57' ky.
A D/STANCE OF 5251 FEET: THENCE RUN N 4§'22'26' ~. A D/STANCE OF 56.65 FEET,. THENCE
RUN N 61.08'06' ~. A D/STANCE or 5Z79 FEET,. THENCE RUN S 80'25'06' ~, A D/STANCE
OF 78000 FEET: THENCE PUN S. 85~6'54' ~, A D/STANCE OF 88000 FEET; THENCE RUN
N 7414'06' ~, A DISTANCE OF ~I257 FEET,. THENCE RUN N 09'44'28' £, A DISTANCE OF
47~10 FEET. THENCE RUN N 1010.02" ~k, A DISTANCE OF 25015 FEET: THENCE RUN
N 60'07'25' ky, A D/STANCE OF 7~0 FEET: THENCE RUN ~ 80'46'16" ~, A DISTANCE or
506.05 FEET; THENCE RUN ~ 76~95.07' ~., A D/STANCE OF 548 79 FEET' THENCE RUN
5 7F~2'59' y/, A DISTANCE OF 274.00 FEET: THENCE RUN S 66'48'57' ~, A DISTANCE OF
24007 FEET: THENCE RUN ~ 24~9'5~' E, A D/STANCE OF 97.59 FEET: THENCE RUN
S 09'45'41' E., A DISTANCE OF 251.56 FEET: THENCE RUN ~ 25?2]2' E, A DISTANCE OF 101.27
FEET: THENCE RUN S Q0~8'55' £, A D/STANCE OF 51.92 FEET: THENCE RUN ~ 11'52'41' E., A
DISTANCE OF 150 48 FEET: THENCE RUN S 19~$'2I' E, A D/STANCE OF 55057 FEET: THENCE
RUN ~ 01'48'25" E, A DISTANCE Or 809! FEET; TH£NCE RUN S 29~96,28~ ky, A D/STANCE OF
7959 FEET: THENCE RUN S .~7'~.~'04' ky, A DISTANCE OF 10~.69 FEET,. THENCE RUN
S -~'59'52' ~, A D/STANCE OF 54.24 FEET: THENCE RUN 5. 55'~7'44' ~, A DISTANCE OF 5000
FEET,. ,THENCE RUN S $J'58'04" kY. A D/STANCE OF §3 49 FEET: THENCE RUN ~ 58'46'45' kY,
A D/STANCE OF 10024 FEET: THENCE RUN S 54'46,28" ~., A D/STANCE OF 5000 FEET;
THENCE RUN S 69~.~'0.~" ky, A D/STANCE OF 10.~58 FEET: THENCE RUN S. 84~91,24' ky, A
D/STANCE OF 5SS! FEET: THENCE RUN N 861~'59" ky, A D/STANCE OF 5~99 FEET; THENCE
,RUN 5. 81'54'21" ~K. A DISTANCE OF 72.07 FEET; THENCE RUN N 865~'54' ky. A D/STANCE
OF 10&58 FEET: THENCE RUN N 76~4'25' ky, A D/STANCE OF 5016 FEET,. THENCE RUN
N 6Y57'45" KY, A D/STANCE OF 5080 FEET; THENCE RUN N 6715'5~' YK, A D/STANCE OF ~SL12
FEET: THENCE RUN N. 88'J1'56" ky, A D/STANCE OF 104.40 FEET; THENCE RUN N 79'48'10" ky,
A D/STANCE OF 50~9 FEET: THENCE RUN N 65'51'49' ky, A D/STANCE OF 10098 FEET;
THENCE RUN ~ 85'51'57' ky, A D/STANCE 0£ 1Z75 FEET; THENCE RUN S ~$'J~'~$" kY, A
D/STANCE OF 5004 FEET; THENCE RUN S 2J~7'56~ ~, A D/STANCE OF 5049 FEET; THENCE
RUN S 24'02'58" ~k, A D/STANCE OF ~5L20 FEET, THENCE RUN S ,'7'4~'22" KY. A D/STANCE
07 5! 42 FEE~' THENCE RUN ~ 10'27'42' Vy, A D/STANCE OF ~ 49 FEET; THENCE RUN
S 27'50'06" ~y, A D/STANCE OF 5009 FEET: THENCE RUN ~ J2~4'52" kY, A D/STANCE OF 5001
FEET.. THENCE RUN ~ 5914'!7" ~., A DISTANCE OF 50~9 FEET,. THENCE RUN S 5~'04'0.~' kY,
A D/STANCE OF ~14 FEET; THENCE RUN S 26'41'4!" kY, A DISTANCE OF !0052 FEET: THENCE
PUN N 78~8'!0~ ~y, A D/STANCE OF 264. ~0 FEET; THENCE RUN ~ 4915'14" kY, A D/STANCE
OF 85.80 FEET; THENCE RUN ~ 85'4~'28' kY, A DISTANCE OF ~4,2~ FEET: THENCE RUN
N 60'55'!8~ Yl, A D/STANCE OF 254.57 FEET, THENCE RUN N 25'44'!0" E., A D/STANCE OF
~6.2 49 FEET: THENCE RUN AL 07'07'42~ KY, A D/STANCE OF 276.85 FEET: THENCE RUN
N 00~4'20' E.. A DISTANCE OF 42678 FEET,. THENCE RUN N 0910'06' E., A DISTANCE OF
2!~.04 FEET; THENCE RUN N 59'24'58" E, A DISTANCE OF 469.08 FEET; THENCE RUN
N J6~)l'5~" E., A DISTANCE OF 5080 FEET' THENCE RUN N. J0'46'28~ E, A D/STANCE OF 52.52
FEET: THENCE RUN N 02'59~8" ~K, A D/STANCE OF 56.14 FEET; THENCE RUN N !2'~5'02" ky,
A D/STANCE OF ~000~ FEET. THENCE RUN N. !5'50'.~9" KY, A D/STANCE OF 10859 FEET TO
THE POINT OF BEGINNING, CONTAINING 243 ~§5 ACRES, MORE OR LESS