Saturnia Lakes Phase Two2002
COMMUNITY DEVELOPMENT &
ENVIRONMENTAL SERVICES DIVISION
ENGINEERING REVIEW SECTION
MEMORANDUM
TO: , .~,~~,~, Administrative Assistant
FROM: John R. Houldsworth, Senior Engineer
DATE: March 1, 2002
RE:
Saturnia Lakes Phase Two
Prelimina~ Work AutborLz. Atig.~
Attached please find a Preliminary Work Authorization for Saturnia
Lakes Phase Two. 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
PRELIMINARY WORK AUTHORIZATION
Saturnia Lakes Phase II
THIS AGREEMENT made and entered into this /,a.,,~" day of 7/]oa,e.~, 2002, by
and between the Board of County Commissioners of Collier County Florida, hereinafter referred
to as "County", and G.L. Homes of Naples Corporation as General Partner of G.L. Homes of
Naples Associates, Ltd., hereinafter referred to as the "Owner".
RECITALS:
WHEREAS, the County has adopted Collier County Ordinance No. 99-1 I(A) known as
the Rigas PUD Ordinance, hereinafter referred to as the Saturnia Lakes; and
WHEREAS, the Owner represents and warrants it is the record fee title owner of Saturnia
Lakes, attached hereto as exhibit "A" and incorporated herein by reference; and
WHEREAS, Owner represents that the Preliminary Work Authorization is needed
because maintaining construction schedule for Saturnia Lakes Phase II improvement plans is
paramount with the on-going construction and development of the approved Saturnia Lakes
Phase II; and
WHEREAS, Owner represents and warrants that no construction shall occur in
environmentally sensitive areas unless the necessary permits and approvals for the construction
have been obtained by the Owner; 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:
ACKNOWLEDGMENT
The foregoing recitals are true 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.
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Page 1 of 5
Ao
SECTION 2
IMPROVEMENTS
Owner shall be permitted to perform the following site preparation and construction
activities subject to the conditions, limitations, and restrictions contained in Sections 3
through 7 below, as follows:
Construction of paving and drainage infrastructure within street rights-of-way and
in those areas which will serve future residential areas, to include but not limited
to subgrade, base, asphalt, storm pipe, headwalls, inlets, and sidewalks.
°
Construction of infrastructure to include water, sewer, irrigation mains, and sewer
pump stations.
The preliminary work detailed in this Section shall be in accordance with plans entitled
Satumia Lakes Phase II, WilsonMiller, Inc., Drawing File No. D-03166-29, sheet
numbers 1 through 18, dated January, 2002, hereinafter collectively referred to as the
"Preliminary Work". The legal description of the boundaries of the Preliminary Work is
shown on the proposed plat for Saturnia Lakes Phase II prepared by Lance T. Miller,
P.S.M., of WilsonMiller, Inc.
Bo
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:
Satumia Lakes Phase II Final Subdivision Plat, WilsonMiller, Inc., Drawing File
No: D-03166-29, sheet numbers 1 through 18, dated August, 2002.
Final plat for Saturnia Lakes Phase II, prepared by Lance T. Miller, P.S.M., of
WilsonMiller, Inc.
SECTION 3
PERMITS REQUIRED
Issuance of the Preliminary Work Permits shall be conditioned upon the following:
ao
County staff finding that the application for Preliminary Work Permits are
complete and satisfactory and are ready for scheduling to the Board of County
Commissioners for final plat approval.
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bo
Owner submitting to the County a copy of the early work permit or actual permit
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.
SECTION 4
APPROVALS
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
that no building permit will be issued for habitable structures within Saturnia Lakes Phase II until
the 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 from claims or causes of action including attorneys fees and court costs, resulting
from, 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 from the date of the issuance of the Preliminary
Work Permits if the project's final plat is not submitted to the Board of County Commissioner's
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 (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.
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By entering into this Agreement the County does not guarantee and the Owner cannot 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.
IN WITNESS WHEREOF, the parties have executed this Agreement the day first above
written.
Signed, Sealed and Delivered
in the presence of:
re
ed name
Signature
Printed or typed name
ATTEST: ~ ~
- DWIGHT E: I~RO~ CLERK
De[pttty.Clerkc~'."
Attest '&S fo Chairman's
Signature N!$.
~gal sufficiency:
~k~)avid C. Weigel, Esquire
Collier County Attorney
G.L. Homes of Naples Associates, Ltd. By: G.L. Homes of
Naples Corporation, general parmer.
Alan J. Fant, Vice President
BOARD OF COUNTY COMMISSIONERS
By: ~
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STATE OF FLORIDA )
) §§
COUNTY OF COLLIER )
THE ~TRUMENT was acknowledged before me this day of ,
2002, by Alan Fant, Vice Pres~G.L Homes of Naples Corporation as general palmer of G.L.
homes of Naples Associates, LTD. Hi, is personally known to me or who has produced
__,, _, a7 identih~
WITNESS my hand and official seal this day o ,2002.
NOTARY~LI~~~ ~OF FLORIDA
Piil;°i Type N°tary Namemmission Expires: ~
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ALL THAT PART OF THE ~EST 1/2 OF SECTION 28, TOH~ISHIP 48 SOUTH, RANGE 26 EAST
AND ALL OF TRACT "A" ACCORDING TO THE PLAT OF SA TURNIA LAKES PLAT ONE AS
RECORDED IN PLAT BOOK 76, PAGES 56-65, COLLIER COUNTY, FLORIDA.
(DESCRIPTION OF THE WESTERLY PARCEL)
ALL THAT PART OF THE WEST 1/2 OF SAID SECTION 28 AND BEING MORE PARTICULARLY
DESCRIBED AS FOLL OI~Z:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 28;
THENCE ALONG THE WEST LINE OF SAID SECTION 28 NORTH 02'10'55" WEST 1336.74 FEET;
THENCE CONTINUE ALONG SAID SECTION LINE NORTH 02'10'53" WEST 1556.74 FEET;
THENCE LEAVING SAID SECTION LINE SOUTH 89'57'27" EAST 311,95 FEET TO A POINT OF
CURVATURE AND THE BOUNDARY OF SATURNIA LAKES PLAT ONE AS RECORDED IN PLAT BOOK
36, PAGES 56-65, COLLIER COUNTY, FLORIDA;
THE ALONG THE BOUNDARY OF SAID SA TURNIA LAKES PLAT ONE IN THE FOLLOWING EIGHT (8)
DESCRIBED COURSES;
1) SOUTHWESTERLY 94.16 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 368.82 FEET THROUGH A CENTRAL ANGLE OF 14'57'77"
AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 35'01'06" WEST 93.90 FEET;
2) ALONG A NON-TANGENTIAL LINE SOUTH 59'26'76" EAST 154.20 FEET;
7} SOUTHERLY 277.95 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE
CONCAVE EASTERLY HAVING A RADIUS OF 945.00 FEET THROUGH A CENTRAL ANGLE OF 16'
56'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22'15'06" WEST 277.00
FEET; TO A POINT OF COMPOUND CURVATURE;
4} SOUTHERLY AND SOUTHEASTERLY 125.65 FEET ALONG THE ARC OF A CIRCULAR CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 70.00 FEET THROUGH A CENTRAL ANGLE OF
I02'49'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 57'28'05' EAST 109. 44
FEET;
5) SOUTH 88'52'58" EAST 277.55 FEET;
6) EASTERLY 206.71 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 1000.00 FEET THROUGH A CENTRAL ANGLE OF 11'50'56" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 85'11'44" EAST 206.$4 FEET TO A POINT OF
REVERSE CURVATURE;
7) EASTERLY AND SOUTHERLY 590.57 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 175.01 FEET THROUGH A CENTRAL ANGLE OF
127'52'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 76'47'77" EAST 714.42
FEE T;
8) ALONG A NON-TANGENTIAL LINE SOUTH 08'05'01" EAST 257.48 FEET;
THENCE LEAVING SAID BOUNDARY SOUTHERLY 176.60 FEET ALONG THE ARC OF A
NON-TANGENTIAL CIRCULAR CURVE CONCAVE EASTERLY HAVING A RADIUS OF 175.00 FEET
THROUGH A CENTRAL ANGLE OF 57'49'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 19"/I'10" WEST 169.20 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 78.17 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTERLY
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 21'50'49" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 01'11'58" WEST 7Z90 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE SOUTHERLY 198.56 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY
HAVING A RADIUS OF 1150.00 FEET THROUGH A CENTRAL ANGLE OF 09'5,]'74" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 07'10'75" WEST 198.31 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE SOUTHWESTERLY 74.77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 85'40'37"
AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 45'04'04" WEST 67.99 FEET TO A
POINT OF REVERSE CURVATURE;
THENCE WESTERLY 716.46 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 7865,00 FEET THROUGH A CENTRAL ANGLE OF 02'18'19" AND BEING
SUBTENDED 8Y A CHORD WHICH BEARS SOUTH 86'45'11" WEST 316.44 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE WESTERLY 60.26 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 74'71'26" AND BEING
SUBTENDED 8Y A CHORD WHICH BEARS NORTH 77'08'15" WEST 59.35 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE WESTERLY 262.98 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 175.00 FEET THROUGH A CENTRAL ANGLE OF 86'06'05" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 77'04'25" WEST 278.97 FEET,'
THENCE ALONG A NON-TANGENTIAL LINE SOUTH 87'48'20" WEST 158,54 FEET;
THENCE SOUTH 02'10'57" EAST 1175.91 FEET TO THE SOUTH LINE OF SAID SECTION 28;
THENCE ALONG THE SOUTH LINE OF SAID SECTION 28 NORTH 89'56'26" WEST 110.09 FEET TO
THE POINT OF BEGINNING OF THE PARCEL DESCRIBED;
CONTAINING 28.07 ACRES MORE OR LESS;
ALSO INCLUDI
(DESCRIP nON
ALL THAT PA,
DESCRIBED A',
COMMENCING
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THENCE AL O^
(5) DESCRIBE
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NOR THWES TE~
95'00'04" A&
10~.22 FEET
CONTAINING
iREPARED BY:
#5627
SURVEYORS
NTER, SUITE 200
ALSO INCLUDIIV'G THE FOLLOWING..
(EASTERLy PARCEL,)
ALL OF TRACT '~" OF SAID SA TURNIA LAKES PLAT ONE AND BEING MORE PARTICULARLy
DESCRIBED AS FOLL OICS;
BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT ~A".
THENCE ALONG THE BOUNDARY OF SAID TRACT "A" IN THE 'FOLLOWING REMAINING DESCRIBED
COURSES;
SOUTH 02'13'25" EAST 931.42 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESI~RL Y AND WESTERLY 138.70 FEET ALONG THE ARC OF A NON TANGENTIAL
CIRCULAR CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 70.00 FEET THROUGH A
CENTRAL ANGLE OF II3'31'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH $8'
59'20" WEST 117.10 FEET TO A POINT OF REVERSE CURVATURE;
THENCE WESTERLY 303.48 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHERLy
HAVING A RADIUS OF 19`3.00 FEET THROUGH A CENTRAL ANGLE OF 90'05°37'' AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 70'42'26" WEST 27`3.17 FEET TO A POINT
OF COMPOUND CURVATURE;
THENCE NORTHERLY 42.02 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 24'04'32" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 13'37'22" WEST 41.71 FEET,.
THENCE NORTH 01'35'06' WEST 90. 43 FEET,.
THENOE NORTHERLY 48.31 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY
HA[lNG A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 27'40'4`3" AND 8SING
SUBTENDED 8Y A CHORD tt~llCH BEARS NORTH 12'I$'15" EAST 47.84 FEET
THENCE NORTH 26'05'`37" EAST 36.41 FEET,.
THENCE NORTHERLY 7.41 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTERLY
HAVING A RADIUS OF 15.00 FEET THROUGH A CENTRAL ANGLE OF 28'19'01" AND BEING
SUBTENDED BY A OHORD WHICH BEARS NORTH 11'56'06" EAST 7.34 FEET
THENCE NORTH 02'13'25" WEST 106.65 FEET,.
THENCE NORTHWESTERLy 15.56 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHWESTERLY HA[lNG A RADIUS OF 15.00 FEET THROUGH A CENTRAL ANGLE OF
$9'26'18" AND BEING SUBTENDED 8Y A CHORD WHICH 8EARS NORTH 31'56'33" EAST 14.87
FEET,.
THENCE NORTH 61'`39'42" WEST 81.`37 FEET,.
THENCE SOUTH 87'46',35" WEST 94.27 FEEl;,.
THENCE SOUTHWESTERLY 39.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEASTERLy HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF
90'00'00" AND BEING SU8TENDED BY A CHORD WHICH BEARS SOUTH 42'46'35" WEST ,35.36
FEE T;
THENCE ALONG A NON-TANGENT/AL L/NE NORTH 02'13'25" WEST 16.54 FEET TO A POINT
OF CUPVA luRE,-
THENCE NORTHERLY 78.07 FEET ALONG THE ARC OF A OIROULAP CURVE CONCAVE TO THE
WEST HAVING A RADIUS OF 50,30.00 FEET THROUGH A CENTRAL ANGLE OF 00'53'22" AND
BEING SUBTENDED 8Y A CHORD WHICH 8EARS NORTH 02'40'05" WEST 78.07 FEET TO A POINT
OF CURVA lURE;
THENCE SOUTHEASTERLy 38.88 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF
89'06'`39" AND BEING SU8TENDED BY A CHORD ICH/CH BEARS SOUTH 47'40'05" EAST `35.08
FEET,.
THENCE NORTH 87'46'35" EAST 98.20 FEET,.
THENCE NOPTHEASTERLy AND NORTHERLY 116.59 FEET ALONG THE ARC OF A
NON-TANGENDAL CIRCULAR CURVE CONCAVE NORTHWESTERLY HA[4NG A RADIUS OF 65.00
FEET THROUGH A CENTRAL ANGLE OF 102'46'25" AND BEING SUBTENDED BY A CHORD WIYlCH
8EARS NORTH 28'3`3'44" EAST 101.58 FEET,.
THENCE NORTHEPLy 53.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURYE
CONCAVE EASTERLY HA[lNG A RADIUS OF 149.51 FEET THROUGH A CENTRAL ANGLE OF
20'38'18" AND BEING SUBTENDED BY A CHORD WHICH 8EARS NORTH 12'31'28" WEST 5`3.57
FEE T,.
THENCE ALONG A NON-TANGENTIAL LINE NORTH 02'~3'25" WEST 78.80 FEET;
THENCE NORTHEASTERLY 274.89 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAYE
SOUTHEASTERLY HA[lNG A PAD/US OF 175.00 FEET THROUGH A CENTRAL ANGLE OF
90'00'00" AND BEING SUBTENDED BY A CHORD WHICH 8EARS NORTH 42'46'35" EAST
24 7. 49 FEET,.
THENCE NORTH 87'46'35" EAST 46.98 FEET;
THENCE SOUTHEASTERLY 106. 40 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHWESTERLy HA[lNG A RADIUS OF 105.00 FEET THROUGH A CENTRAL ANGLE OF
58'03'38" ANO BEING SUBTENDED BY A CHORD ICH/CH BEARS SOUTH 63'11'35" EAST
101.91 FEET,.
THENCE ALONG A NON-TANGENT/AL LINE NORTH 87'46'`35" EAST 48.92 FEET TO THE POINT OF
BEGINNING OF THE PARCEL HEREIN DESCR/8ED;
CONTAINING 7.35 ACRES MORE OR LESS,'
CONTAINING A NET TOTAL OF 43.84 ACRES MORE OR LESS;
~LSO INCLUDING. 7',-I~ FOLLOWING:
'DESCRIPTION OF (;ENTER PARCEL)
ALL THAT PART OF' THE WEST I/2 OF SAID SECTION 28 AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS;
COMMENCING AT THE SOUTHERLYMOST CORNER OF LOT 294 OF SAID SATURNIA LAKES PLAT
ONE THENCE ALONG THE BOUNDARY OF SAID SA TURNIA LAKES PLA T ONE SOUTHERLY ,75. 79
FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTERLY HAVING A RADIUS OF 70.00
FEET THROUGH A CENTRAL ANGLE OF 27',79',71" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 20'0,7'47" EAST ,7,7.46 FEET TO A POINT OF' COMPOUND CURVATURE;
THENCE CONTINUE ALONG SAID BOUNDARY SOUTHERLY 84.03 FEET ALONG THE ARC OF A
CIRCULAR CURVE CONCAVE WESTERLY HAVING A RADIUS OF 4945.00 FEET THROUGH A
CENTRAL ANGLE 0,"' 00'58'25" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 05'
44'49" EAST 84.0."-' FEET TO A POINT OF ON 5AID CURVATURE AND THE POINT OF BEGINNING;
THENCE CONTINUE ALONG THE BOUNDARY OF SAID SATURNIA LAKES PLAT ONE IN THE
FOLLOWING FOUR (4) DESCRIBED COURSES;
I) SOUTHERLY 262.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTERLY
HAVING A RADIUS OF 4945.00 FEET THROUGH A CENTRAL ANGLE OF 05'02'12" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 0`7'44'`71" EAST 262.05 FEET;
2) SOUTH 02'13'25" EAST 211.55 FEET;
`7) SOUTHERLY 174.55 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTERL'Y
HAVING A RADIUS OF 375.00 FEET THROUGH A CENTRAL ANGLE OF 26'40'10" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 11'06'40" WEST 172.98 FEET
4) ALONG A NON-TANGENTIAL LINE SOUTH 65',7,7'15" EAST 25.00 FEET;
THENCE LEAVING 5AID BOUNDARY SOUTHWESTERLY 181.26 FEET ALONG THE ARC OF A
NON-TANGENTIAL "jIRCULAR CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 400.00
FEET THROUGH A "JENTRAL ANGLE OF 25'57'47" AND BEING SUBTENDED BY A CHORD WHICH
BEARS 50UTH `77'25',78" WEST 179.71 FEET;
THENCE ALONG A NON-TANGENTIAL LINE NORTH 39',75'28" WEST ,74.,79 FEET;
THENCE NORTHERL" AND WESTERLY 514.78 FEET ALONG THE ARC OF A NON-TANGENTIAL
CIRCULAR CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 175.00 FEET THROUGH A
CENTRAL ANGLE 0,'- 168'52'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
45'27'57" WEST `7,~:8.25 FEET; TO A POINT OF REVERSE CURVATURE;
THENCE WESTERLY 74.`7`7 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 42'55'09" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 71'`7`7'22" WEST 72.6`7 FEET TO A POINT OF
REVERSE CUR VA TURE;
THENCE WESTERLY 280.29 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 7865.00 FEET THROUGH A CENTRAL ANGLE OF 02'02'`71" AND BEING
WEST 280.28 FEET TO A POINT
" R
SUBTENDED BY A .HO O WHICH BEARS NORTH 88'10'19"
OF REVERSE CURVATURE;
THENCE NORTHWESTERLY 81.04 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF
92'51'4,7" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 42'45'4,7" WEST 72.45
ET; TO A POINT OF COMPOUND CURVATURE;
FE; ' T ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY
THENCE NORTHERL ~ 100.02 FEE
HAVING A RADIUS OF 850.00 FEET THROUGH A CENTRAL ANGLE OF 06'44',72" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 07'02'25" EAST 99.97 FEET TO A POINT OF
COMPOUND CURVA r~URE; _
THENCE NORTHERL 50.06 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 28'41'06" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 24'45'14" EAST ,49.54 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE NORTHERL "' 279.,77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTERLY
HAVING A RADIUS OF 175.00 FEET THROUGH A CENTRAL ANGLE OF 91'27'57" AND BEING
SUBTENDED BY A ?NORD WHICH BEARS NORTH 06'38'12" WEST 250.65 FEET TO THE
BOUNDARY OF SAI,) SA TURNIA LAKES PLAT ONE;
THENCE ALONG THr-. BOUNDARY OF SAID SATURNIA LAKES PLAT ONE IN THE FOLLOWING FIVE
DESCRIBED CO, JRSES
~)ALONG A NON-TANGENTIAL LINE NORTH 82'06'44" EAST ,718.61 FEET;
2) EASTERLY 193.38 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE
CONCAVE SOUTHEALY HAVING A RADIUS OF 175.00 FEET THROUGH A CENTRAL ANGLE OF
6`7'18'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 86'49'10" EAST
18`7.69 FEET TO A POINT OF REVERSE CURVATURE;
5) EASTERLY 61.25 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 35'05'46" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 72'42'40" EAST 60.,50 FEET;
4) NORTH 89'44'27" EAST 1`72.88 FEET;
5,) NORTHEASTERLY 116.07 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 70.00 FEET THROUGH A CENTRAL ANGLE OF
95'00'04" AND BEI~IG SUBTENDED BY A CHORD WHICH BEARS NORTH 42'14'25" EAST
10`7.22 FEET TO TI-rE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
CONTAINING 8.46 /iCRES MORE OR LESS;
(EASTERLY f
ALL OF TRA
DESCRIBED.
BEGINNING ~
THENCE ALe
COURSES;
SOUTH 02'I
THENCE NO~
CIRCULAR (
CENTRAL A
59'20" WE~
THENCE WE
HA VING A
SUB TENDE[
OF COMPO.
THENCE N(.
HA VING A
SUB TENDE,
THENCE N~
THENCE N~
HA VING A
SUB TENDE
THENCE N
THENCE f~
HAVING ~
SUB TENDi
THENCE t
THENCE I
SOUTHWE
59'26'18'
FEET;
THENCE,
THENCE
THENCE
SOU THE,,
90'00'0~
FEE 1',.
THENCE
OF CUR'
THENCE
WEST H,
BEING '.
OF CUR
THENCE
NOR THt
89"06':
FEET;
THENCE
THENCE
NON- 1
FEE T ~
BEARS
THENC,
CONCI
20'38
FEEL'
THEN6
THENC
SOU Tt
90 '00
247. ,~
THEN~
THEN~
SOU ?
58'0,
101.9
THEN
BEGI,
CON