1	Introduced by the Transportation; Energy & Utilities Committee:
2
ORDINANCE 2019-599-E

AN	ORDINANCE	AMENDING

THE	CYPRESS

BLUFF

COMMUNITY	DEVELOPMENT	DISTRICT'S	BOUNDARY,
PURSUANT TO SECTION 190.046, FLORIDA STATUTES,
AND	CHAPTER	92,	ORDINANCE	CODE,	TO	ADD
APPROXIMATELY 24.19 ACRES TO THE CYPRESS BLUFF

COMMUNITY

DEVELOPMENT

DISTRICT;

AMENDING

CHAPTER  92,  SECTION 92.22 TO MEMORIALIZE	THE

INCREASE

IN	ACREAGE;

PROVIDING

FOR

SEVERABILITY; PROVIDING AN EFFECTIVE DATE. 13
WHEREAS,	the	Cypress	Bluff	Community	Development	District
("District")	was	established	by	Ordinance	2018-335-
E and amended by Ordinance 2019-434-E to add special powers; and
WHEREAS,	pursuant	to	Chapter	92,	Ordinanc<=	Code,	and	Sec.
190.046,	F.S.,  the ·Board of Supervisors	of the District,	has by
District	Board	Resolution	2019-07,	petitioned	the	City	of
Jacksonville to amend the District's boundaries to add approximately
2.4.19 acres·to the District and has paid the required fee to defray
the City's cost of review and consideration related to the Petition
to Amend	the  Boundary of the Cypress	Bluff	Community	Development
District (the "Petition"),	a copy of which Petition together· with
its attendant attachments is On File with Legislative Services;.and
WHEREAS,	as	required	by Sec.	92.07(b),	Ordinance	Code,	the
Office	of	General	Counsel	prepared	the	Final	Report	of	Counsel,
attached hereto as Exhibit 1, which memorializes that in the opinion
of	Counsel  the Petition is sufficient	and complete· to permit the
fair and informed  consideration of the matter by the City  Council,
and that all the statements  contained  in the Petition not intended

approximately 24.19 acres to the Cypress Bluff Community Development
("District") as set forth in the legal description incorporated in
the Petition On File with Legislative Services Division.	Exhibit 2
contains the metes and bounds description of the District boundary,
as amended, as well as a general location map of the District, as
amended.

Section 2.	Amending

Chapter

92	(Uniform

Community

Development	Districts),

Section

92.22

(Existing

Community

Development	Districts),	Ordinance	Code.
Code, is hereby amended to read as follows:

Section 92.22, Ordinance

Sec. 92.22. - Existing Community Development Districts.
The following CDDs have been established in the City: 13		* * *

14	(16)
15
16

17
18
19
20
21

Cypress Bluff Community Development District. The Cypress Bluff Community Development District was established in Ordinance 2018-335. The City granted consent to the Cypress Bluff Community Development District in Ordinance 2019-434-E to exercise the following special powers to plan, establish, acquire, construct or reconstruct, enlarge or extend," equip, operate and maintain additional systems. and facilities for:

22	a.	parks	and	facilities	for	indoor	and	outdoor

23
24	b.
25
26

recreational, cultural and educational uses; and. security, including but not limited to, guardhouses, fences	and	gates,	electronic	intrusion	detection systems, and patrol·cars.

The boundary was amended to add 24.19 acres pursuant to
Ordinance 2019-599-E.
29	* * *
Section 3.	Severability.	The	provisions	of	this
Ordinance	are	intended	to be	severable	and	if	any	provision	is

-	3   -

JASON R. GABRIEL*
GF..Nl';R/1.L COUNSf.L

OFFICE OF GENERAL COUNSEL

CITY OF JACKSONVILLE

K/1.NliN M. CIIA.'i'l'MN
IJliM.11.1:1. Q. Cll,\:l't.ltlN JEl·ll:M.YC, Cl.OSI: ARIJ:I. I'. Ctx11,;.
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SE-"'1 B. GKANAr
SUSAN C. Gll./\,'-MIN
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P,\l<iE HulJIJSJOUN!'iHl'i EMEMSON UrrtJA R1r11M.M/\1RS

CITY HALL, ST. JAMES BUILDING
I I 7 WEST DUVAL STREH, SUITE 480 JACKSONVILLE, FLORIDA 32202

B1wrr G. Ml:ltl'1Cl;. s JMlli."i It McCAIN, JR. Wi:Nl>Y L MUt.-11,IAW
Knr.vH.P/\l'A Ku11.1·PNm1: J/1.CUll J. P11.YNE
Tti1'lNY Onuc:i ,\.."i Pu•n,:.•.nAI I
JON R, PIIUJ.11':'>
Ctt1:wxv SIIAW Prn.1.0CK Sn,1•miNl rowrn.L LY!'iNitC.RHOIIE
As11u:v H. RUffiEKFClRI) J<HIN C..SAW YEM., JII:. MAlttiNU;-J' M.  St11MAN
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GAOYYllUr,IO

"DO,\IUl Cr.kTlnl-:0 CITY, COIJN'TY Ar.D LOCAi, GOYF.R...,MF.NT L.4.W

August 14, 2019

Katie S. Buchanan, Esq. Hopping Green & Sams, P.A.
119 South Monroe Street, Suite 300 Tallahassee, Florida 3230 l

RE: Office of General Counsel Final Report On the Petition to Amend the Boundaries of the Cypress Bluff Communily Development District

Dear Ms. Buchanan:

The Office of General Counsel ("Counsel"), pursuant to Section 92.07, Ordinance Code, has completed its review of the Amended Petition to Amend the Boundaries of the Cypress Bluff Community Development District (the "Petition"), submitted August 1, 2019. Counsel has determined that the Petition is sufficient and complete to permit the fair and informed consideration of the matter by the City Council.

This Final Report will be forwarded to the Planning and Development Department for their use in drafting a Department report and recommendation. All the statements contained in the Petition not intended to be disposed of by the Department report and recommendation are true and correct, and the Petition is not contrary to any provision of applicable general or special law or the City Charter.

We anticipate that the legislation to move this Petition forward will be introduced at the City Council meeting on August 27, 2019. In your notice regarding the Petition, the public hearing required before the full Council should be noticed as September 24, 2019, which, pursuant to Sec. 92.11, Ordinance Code, is the full Council meeting held after the Council committee(s) report their findings to the Council. Barring any deferrals or postponements, it is at this third reading of Council that the vote will be taken on the bill. As

Office Telephone
(904) 255-5100

Writer's Direct Linc
(904) 255-5097

Facsimile (904) 255-5119

Writer's E-Mail Address SGrandin@lcoj.net

Office  Q.	i!.•
Genern1Cou fl !Jo1n

www.etmioc.com tel 904-642-8550 • fax 904-642-4165
14775 Old St. Augustine Road• Jacksonville, Florida 32258

Revised July 23, 2019
September 1, 2017 E-Tow·n
Page 1 of 5

W.O. No.17-160.01 File No. 124B-22.0lA

Cypress Bluff CDD Parcel

A portion of Sections 32 and 33, Township 3 South, Range 28 East, together with a portion of Sections 4, 5, 8 and 9, Township 4 South, Range 28 East, Duval County, Florida, being more particularly described as follows:

For a Point of Reference, commence at the Northwest comer of said Section 33; thence North 88°37'28" East,·along the Northerly line of said Section 33, a distance of 1343.30 feet to the Point of Beginning.

From said Point of Beginning, thence continue North 88°37'28" East, along said Northerly line of Section 33: a distance of 289.49 feet; thence South 07°44'34" East, departing said Northerly line, 1305.77  feet; thence South  13°31'53" East, 2389.14  feet; thence South 04°33'08" West,  1865.63
feet;  thence  South  18°03'25"  West,  1232.39  feet;  thence South  05°12'52"  East,  2061.31 feet;
thence South 19°40'49" West, 3784.88 feet; thence South 04°56'56'' West, 366.20 feet; thence South 89°37'47" West, 431.01 feet to a point lying on the Westerly line of Conservation Easement 8, as described and recorded in Official Records Book 18267, page 1141, of said current Public Records; thence Southerly along said Westerly line the following 20 courses: Course 1, thence South  12°52'42"  East, 31.45 feet; Course 2, thence South  49°04'12"  East,  34.92 feet; Course  3,
thence South 06°46'13" East,  33.44 feet; Course 4, thence South  75°37' 16" East, 34.45 feet;
Course 5, thence South 57°37'04" East, 24.93 feet; Course 6, thence South 39°57'00" West, 11.14
feet; Course 7, thence South 07°06'04" East, 16.65 feet; Course 8, thence South 74°33'02" East,
26.64 feet; Course 9, thence South 24°21' 19" East, 26.32 feet; Course 10, thence South 30°50' 16" East, 38.32 feet; Course 11, thence South 78°17'35" East, 35.22 feet; Course 12, thence South 35°32'33" East, 27.38 feet; Course 13, thence South 48°04'33" West, 19.58 feet; Course 14, thence South 13°39'53" West, 32.03 feet; Course 15, thence South 12°29'15'' East, 21.25 feet; Course 16, thence South 15°51'38" East, 46.12 feet; Course 17, thence South 09°40'08" West,
21.22  feet;  Course  18,  thence  South   14°10' 13"  West,  38.58  feet;  Cours·e   19,  thence  South
01°26'03" East, 27.93 feet; Course 20, thence South 13°24'54" West, 42.64 feet; thence South 14°34'28" East, continuing along said Westerly line and its Southerly prolongation, 58.56 feet; thence South 10°02'43" East, 64.99 feet; thence South 25°30'48" East, 45.36 feet; thence South 26°09'32" West, 28.03 feet; thence South 10°12'31''  East, 38.90 feet; thence South  32°26'25"

, nc.

East, 36.30 feet; thence South 20°30'54" East, 37.44 feet; thence South 03°57'39" East, 56.77 feet; thence South 08°18'25" ast, 58.19 feet; thence South 15°39'26" West, 33.00 feet; thence

n

O_

uruc41.ng at

c;

	.	I	
app1n9	

 T r s	m

ENGINEERS.  SURVE,' ORS.   PL.ANN ERS.    G- IS

·o	0

Revised July 23, 2019
September 1, 2017 E-Town
Page 3 of 5

W.O. No.17-160.01 File No. 124B-22.01A

Cypress Bluff CDD Parcel (Continued)

curvature of a curve concave Northeasterly having a radius of 600.00 feet; Course 3, thence Southeasterly  along  the arc of said curve, through  a central  angle of  25°15'01",  an arc length of
264.42 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 56°12'31" East, 262.29 feet; thence South 68 50'01" East, continuing along sa,id Southwesterly right of way line, 263.07 feet to a point lying on the boundary line of those lands described  and recorded in Official Records Book 14340, page 1809, of the current Public Records
. of said county; thence Southerly along said boundary line the following 62 courses: Course 1, thence South 56°47' 19" West, departing said Southwesterly right of way line, 34.93 feet; Course 2, thence South  59°53'26" West, 60.77 feet; Course  3,   thence South 28°0T37" West, 63.38  feet;
Course 4, thence South 36°12'31"West, 52.77 feet; Course 5, thence South 44°25'16" West, 53.99
fe(;t; Course 6, thence South 60°24'13" West, 59.40 feet; Course 7, thence South 37°46'20" West,
47.85 feet; Course 8, thence South 12°02'36" East, 52.58 feet; Course 9, thence South 13°05'33" East, 42.42 feet; Course 10, thence South 16°44'01" West, 33.11 feet; Course 11, thence South 18°07' 14" West, 49.93 feet; Course 12, thence South 23°19'42" West, 58.13 feet; Course 13, thence North 84°25'00" West, 84.95 feet; Course 14, thence South 00°24'25" East, 68.26 feet; Course  15, thence South 81°52'44" East, 73.42 feet; Course 16, thence South 35°00'24" East,
50.94 feet; Course 17, thence South 42°29'27" East, 63.28 feet; Course 18, thence South 72°15'25" East, 65.9! feet; Course 19, thence North 73°27'14" East, 68.75 feet; Course 20, thence North 51°47'07" East, 59.88 feet; Course 21, thence North 65°14'07" East, 63.44 feet; Course 22, thence South 44°57'44" East, 51.37 feet; Course 23, thence South 41°27'00" East, 50.99 feet; Course 24, thence North 68°09' 16" East, 90.76 feet; Course 25, thence North 00°26 ' 34" West,
52.95 feet; Course 26, thence North 39°25 ' 04" West, 59.68 feet . Course 27, thence North 46°31'57" East, 62.01 feet; Course 28, thence North 50°09'38" East, 57.16 feet; Course 29, thence
North 88°38'44" East, 49.62 feet; Course 30, thence South 67°21'23" East, 54.16 feet; Course 31, thence South 14°50'50" East, 56.43 feet; Course 32, thence South 48°06'29" East, 55.42 feet; Course 33, thence South 04°06'11" East, 57.55 feet; Course 34, thence South 38°52'42" West,
48.46 feet; Course 35, thence South 08°09'16'; West, 60.88 feet; Course 36, thence South 29°03'41" East, 51.97 feet; Course 37, thence South 07°41'54" East, 90.90 feet; Course 38, thence South 75°57'31" East, 33.30 feet; Course 39, thence South 80°17'39" East, 50.60 feet; Course 40, thence North 57°17'36" East, 58.75 feet; Course 41, thence North 17°44'41" East, 38.19 feet; Course 42, thence· North 41°44'07" East, 55.91 feet; Course 43, thence South 78°01'28" East,
3. 6. 71  feet;  Course  44,  thence  North  76°54'19"  East,  50.12  feet;  Course  45,  thence  South 78°17'09" East, 69.51 feet; Course 46, thence North 85°04' 13" East, 33.16 feet; Course 47, thence North 35°50' 17" East, 30.71 feet; Course 48, thence North 05°06'56" East, 69.39 feet; Course 49, thence North 25°14' 24" East, 59.38 feet; Course 50, thence North 36°08'27" East, 68.81 feet; Course  51,  thence  North  42°18'11" West,  56.04 feet;  Course 52,  thence  North 01°48'23" East,
43.34 feet; Course 53, thence South 71°57' 16" East, 51.30 feet; Course 54, thence South 45°25'16" East, 54.76 feet; Course 55, thence South 19°52'56" West, 39.91 feet; Course 56, thence South 14°36'39" East, 42.26 feet; Course 57, thence South 40°20'23" East, 57.10 feet;·

E xhibi.t 2

0	0

Revised July 23, 2019
September 1, 2017 E-Town
Page 5 of 5

W.O. No.17-160.01 File No. 124B-22.01A

Cypress Bluff CDD Parcel (Continued)

thence North 05°05'30" East, 95.10 feet Course 44, thence North 28°50'30"  West, 58:14 feet;
Course 45, thence North 48°55'53" West, 68.30 feet; Course 46, thence North 45°34'57" West,
74.88 feet; Course 47, thence North 29°56'25" West, 51.40 feet; Course 48, thence North 12°05'37" West, 72.07 feet; Course 49, thence North 31°46'26" East, 28.73 feet; Course 50, thence North 62°21'20" East, 59.52 feet; Course 51, thence North 89°26'28" East, 25.20 feet; Course 52,  thence North 82°18'54" East, 55.94 feet; Course 53, thence South 65°50'59" East,
41.72 feet; Course 54, thence South 66°19'42'' East, 49.58 feet; Course 55, thence North 47°17'56" East, 30.64 feet; Course 56, thence North 84°19'39" East, 48.59 feet; Course 57, thence South 67°19'52" East, 48.05 feet; Course 58, thence North 57°16'24" East, 26.00 feet; Course 59, thence North 89°32'02" East, 47.84 feet; Course 60, thence South 87°36'33" East, 51.75 feet; Course 61, thence North 85°07'24" East, 50.38 feet; Course 62, thence North 01°03'43" West,
115.11 feet to the Point of Beginning.

Containing 1273.92 acres, more orless.

Exhibit 2.

n
A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH, ·
RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

.1..-.
lttl

I

I

\!

i

-: i

1t
iii I 588'55":J0"W 1799.90"

!

N00'22'1J"W 37.JO'

"'Ii"!:' "'-'&,;,.,
::,·1 Q   -	• .,..
LiJ	.....,.	225.00'

1 _, "( I

. 1,J l/l
ss9•37'41"w 3:::
--10: ::<:n.."	-    g
vi	Ii)
'--3::(!l	O
).. Cl..	q_\
cl:

PROPOSED CYPRESS BLUFF CDD PARCEL
127.3.92 ACR£S:t

CONSER VA noN	'1ili

j\:J

CASCMcNT 8
0.R.8.  18267, PG. 1141	431.01'
512"52'42"£   .31.45'	589'37'47"W _ti)
549"04'12"£  34.92'	,
S06'46'13"£    33.44'+- ...._,_/'-	1::,

L3	L2	ji-c

575·37'16"£   34. -	0
co O"J  L4	..-:	L7.
u u L5	a,<cS>I

t}f	LIO
S12"29'15"£    21.25'
s1s·s1'3a"E   48.12'
SD9"40'0B"W   21.22'
SH"10'1.3"W  38.58'
S01'26'03"£   27.93'
I
S1J'24'54"W

I

S14"3,f.'28"£
PROLONGATION
S10"02'.f.J"E   64.99'
525•.J0'48"E   45.36'
S26"09'J2"W  28.03'
S10"12'Jt"E    .38.90'

r-------'t'-------------

SJ2-:i6'2s•E 36.JO' S20:J0'54"E   37..f..f.'
I
SOJ"57'J9"E    56. 77'
sos1s·2s"E ss.19•

.§

§: co /
o..,/·

'

S15 J9'26"'W   33.00'
I	554  •33"w
49.02'

S89.J7'47'"W   10.74'	_/

'-'l

0. c,	R_:2400.00'
C	t,,:,:23'29'51"
3::	L=984.26'
I	CB=N78"J7'17"W
CH-977.38'

0	,oo	200
GRAPHIC SCALE IN FEET 1''.::.200'

LEGEND: P.B. O.R.B. PG. LA.R.W.
5£C PC PT POC
•R
cLs
CH
LI

PLAT BOOK

UNF: TABLE	
LINE	BEARING	LENGTH	
LI	.S5T37'04-"E	24.9J'	
L2	s.39·s1·oo·w	11.14'	
L3	S07'06'04"E	/6.65'	
L4	574·3.3•02"£	26.64'	
L5	su·21•19"f	26.J2'	
L6	5.30·50•15"f	J8.J2'	
L7	578'17'J5"E	JS.22'	
LB	5.J5°J2'JJ"E	27.JB'	
L9	S..f.8tl4'JJ"W	19.58'	
LIO	SIJ"J9'5J"W	J2.0J'	

OFFICfAL RECORDS BOOK PAGE
UM/TED ACCCSS RJc;./T OF WAY
SECnON
POINT OF CURVA1URC POINT OF TAH NCY POINT ON CUR RADJUS
CENTRAL ANGt.E ARC LENGTH OiORD BEARING OiORD DISTANCE
TABULATm UN£ DATA

SHEET 2 OF 6
SEE SHCIT 1 FOR. NOTES.
ORDER HO.: 17-160.01 Fl/.£ NO.· 1248-22.0IA. DRA.IIN Br.      

PRt:PARCD BY;
IT/,/ SURVEYING de /,/APP/NG, INC,
14175 01.D ST. AUGU5rlN£ Ro.ul
.J.ACKSOHVlllE, FL 32258 (!104) 642-11550 C[RTIF/CATE: OF AIJTHORl:zJ.nOH NO. l.B 5624

A_	CAD Fl/.£:	--	it2

n	()
A PORTION OF SECTIONS 32 AND JJ, TOWNSHIP J SOUTH, RANGE 28 EAST, TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH, RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

POC

PT	,

R=.J00.00' b=-13'17'06" L=226.64'
CB=S21'56'27"£
CH-221.29'

S[C110-N-29 	I
S[C110N  32	I
I
0	100	200	400	I
GRAPHIC  SCALE IN FEET	I
!"=200'

PROPOSED CYPRESS BLUFF CDD PARCEL
127J.92  ACRES:l:.

O.R.B. 1"340,
PG. 1809

SJ7"46'20"W

S12"02'36"£ 52.58'

PG. 908

S13"05'.3.J"E  42.42'	0.R.B. 8000,

BOUNQARY UN£

MATCHUNE: SEE SHffT 1

LINE TABLE	
UN£	BEARING	LENGTH	
LIi	S56",f7'19MW	J4.9J'	
L12	S59'5.3'26"W	60.77'	
LJJ	S81 '52'44•£	7J.4,2'	
'"	SJSlJ0'24"E	50.94'	
L15	S42"29'2rE	6J.28'	
L16	S7215'25"E	65.91'	
L17	N7.J'27'14"E	68.75'	
LIB	N51"47'0rE	59.88'	
L19	N65'14'07"E	6J.4,f'	

SHffT 4 OF 6
SEE SHEET 1 FOR NOTES.

LEGEND: D.R.B. PG.

LINE TABLE	
UN£	BEAR/NG	LENGTH	
L20	S44'57'4-f"E	51.Jl'	
L21	S41 '27'00"£	50.99'	
L22	N68"09'16"£	90.76'	
L2J	N00'26'34"W	52.95'	
L24	NJ9'25'04"W	59.68'	
L25	H45".J1'57"£	62.01'	
L26	NSOTJO'JB"E	57.16'	
L27	NBB"JB'44"E	49.62'	

R/W L.A.R.W. PC

•

PT POC
R
l
CB
CH
l1

O.R.B. HJ«J,
PG. 1809

OFFICIAL RECORDS BOOK
PAGE:
RIGHT OF WAY
UM/JED ACCESS RIGHT OF WAY POINT OF CURVATURE
POINT OF TANG&ICY
POINT ON CUR\.£ RADIUS
C&ITRAL ANGLE
ARC LENGTH CHORD BEARING CHORD DISTANCE
TABULATFD LJNE DATA

PREPARED  BY:
F:Tli SURV£YING .t liAPPING, INC.
1471$ OL.D ST. AUGUSTINC RO.AD JACtr:SOHVlllL. FL .52lS8 (»tU) 64l-855l! CEFmflCAT£ or AUTHORIZATION NO. LB :SSl,4

a?OCR NO.:  17-16O.or     flLC JJQ• 124B-22.OJ,',   ORAMH 8):     A   H/    A	'""'"	bit2

n
A PORTION or SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 28 EAST,
TOGETHER WITH A PORTION or SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH,
RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

N12TJ5'J7"W  72.07'
N29'56'2s·w  51.40'

N45"J4'57"W 74.88'

N28"SO'JO"'W
N05'05'J0"E.   95.10'

N04"5J'JB"E   86.05'

N02TJ6'49"W    73.09'
£/y UNE-----. N02'41'J6"W 88.50'
NJ7"4J'2J"W    68.80'

0	JOO	200	400 

GRAPHIC SCALE IN FEET
1"=200'

LJNE TABLE	
LJNE	BEARING	LENGTH	
L52	N82"18'54"E	55.94'	
LSJ	555·50•59•£	41.72'	
L54	S66"/9'42.E	49.5B"	
L55	N47'17'56./:	JD.64'	
L5'	NB4'/9'J9T	48.59'	
L57	56T19'5YE	48.05'	
L58	N5716'24"E	26.00'	
L59	N89'J2'02T	47.84'	
L6D	san,nrE	51.75'	
L61	N85'07'24•[	·so.Ja'	
L62	N0I-OJ'4,,rw	115.11'	

N18-00'J9"W 57.14'
N62'04'55"W 46.62'
NJ0"51'04"W 51.1.f.' 0.R.B. 14-340,	N21,s'2o'"E    52.69'
PG, 1809.	N25"J6'12"E   31.Jl'
N4-01J'50"E 35.75' N09'J7'57"E JB.41' N46"41'48"E 24.93'
N21'16'45"E 42.29'
N24"JB'J0"E 38.36' N14"46'17"E N06"50'55'"W N08"57'28"E 54.79'
N00'06'57"E   45.28'
N02"52'24"E    .35.4-1'
N02"24'10"W  36.67'
N20"33'04"W 21.97'--
N16'06'04"E 32.18'
N0016'03"E 31.09'

N0417'54"E 38,72'.
N29'13'43"W 21.65'
N25"51'04"W  36.99'
N31"50'19"W   53.99'
N10"56'J7"E 57.23' N19'27'45"E  19..Jl'

O.R.B. 8208,
PG. 652

PROPOSED CYPRESS BLUFF COD PARCEL 1273.92 ACRES±

N561J2'19"W 40.42'

LEGEND: O.R.B. PG. LAR.W. PC
PT

Of'FIC1AL RcOORDS BOOK
PAGE:
LJU/1ED ACCESS RIGHT OF WAY POINT OF CURVA TURc

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POINT OF TANGENCY

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TABULATED LJNE DATA

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PRrPARCD BY:
ml SURVD'ING & MAPPING, INC.
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SHEET 6 OF 6
SIT SHITT 1 FOR NOTES.

JACKSON\'7U£,  FL    .S225/J   (sa,) /J41-/J550
CERTIFICAT(  OF AUTHORrlATIOH  NO. UJ J624

ORDCJl HO.:  17-160.01    FR£ NO.· 1248-22.01.A   £1/Wlfl' BY.-	CAD FIL£:	•	--	bit2

ORDINANCE 2019-599-E CERTIFICATE OF AUTHENTICATION
ENACTED BY THE COUNCIL

October 22, 2019

WILSON COUNCIL PRESIDENT
OCT 2 8 2019

APPROVED: 	_

LENNY CURRY, MAYOR

17. 2019-0599 ORD Amend the Cypress Bluff Comm Dev District's Boundary, to Add Approx 24.19 Acres from said District; Amend Chapt 92 Sec 92.22 to Memoralize increase in acreage; Provide for Severability. (Grandin)(TEU)
PH Approved

Yes	19	No	Abstain

Danny Becton Aaron Bowman Michael Boylan Matt Carlucci LeAnna Cumber Randy Defoor Garrett Dennis Rory Diamond Al Ferraro
Terrance Freeman

Reggie Gaffney Tommy Hazouri Joyce Morgan Sam Newby Ju'Coby Pittman
Brenda Priestly Jackson Ron Salem
Randy White Scott Wilson

2019-599	ORD Amend the Cypress Bluff Comm Dev District's Boundary, to Add Approx 24.19 Acres from said District; Amend Chapt 92 Sec 92.22 to Memoralize increase in acreage; Provide for Severability. (Grandin)(TEU) 8/27/2019 CO Introduce... Approve

Danny Becton Michael Boylan Garrett Dennis Al Ferraro

Abstain

Reggie Gaffney Ju'Coby Pittman Randy White

Report of Committee

On Land Use and Zoning

FILE

NO. 2._Qtq- 'Z)°\°\

 	   commend to APPROVE

oA  TE:  .....l...o=--.L/ -l

;:_,/   l 9  .     	_

 		Recommend NOT TO APPROVE

Recommend to WITHDRAW from further consideration of the Council.

 		Recommend that the attached Committee SUBSTITUTE be Substituted for and considered in lieu of the original, and further recommend to APPROVE said Committee Substitute.

 			Recommend to AMEND in accordance with the Amendment(s) hereto attached, and further recommend to APPROVE as Amended.

 		Recommend be read for the SECOND time and REREFERRED to this Committee.

 		As an EMERGENCY measure.

 		Re-referred to Committee

For Council Meeting   '._1_/	tJ.1) A

Council Member Randy White

ember

1£	0
(Of t4ftq

4 . 2019-0599 ORD Amend the Cypress Bluff Comm Dev District's Boundary, to Add Approx 24.19 Acres from said District; Amend Chapt 92 Sec 92.22 to Memoralize increase in acreage; Provide for Severability. (Grandin)(TEU)
Approve

Terrance Freeman Ron Salem
Danny Becton Aaron Bowman

Abstain
LeAnna Cumber Al Ferraro

Randy White Matt Carlucci Rory Diamond Reggie Gaffney

Abstain
Brenda Priestly Jackson Joyce Morgan
Sam Newby

2019-0599 ORD Amend the Cypress Bluff Comm Dev District's Boundary, to Add Approx 24.19 Acres from said District; Amend Chapt 92 Sec 92.22 to Memoralize increase in acreage; Provide for Severability. (Grandin)(TEU)
Approve

SECRETARY OF THE COllNCIL
1	Introduced by the Transportation; Energy &  Ut i l i t :GJJYcfc?f	,	@P NVlLLE,FLA.
2	el	-
ORDINANCE       2019-599		Incorporated into and made a )art of the Journal of the Council.
AN	ORDINANCE	AMENDING	THE	CYPRESS	BLUFF
COMMUNITY	DEVELOPMENT	DISTRICT'S	BOUNDARY,
PURSUANT TO SECTION 190.046, FLORIDA STATUTES,

AND	CHAPTER	92,

ORDINANCE	CODE,

TO	ADD

APPROXIMATELY 24.19 ACRES TO THE CYPRESS BLUFF

COMMUNITY

DEVELOPMENT

DISTRICT;

AMENDING

CHAPTER 92, SECTION 92.22 TO MEMORIALIZE THE

INCREASE	IN

ACREAGE;

PROVIDING

FOR

SEVERABILITY; PROVIDING AN EFFECTIVE DATE. 13
WHER EAS ,	the	Cypress	Bluff	Community	Development	District
("District")	was	established	by	Ordinance	2018-335-
E and amended by Ordinance 2019-434-E to add special powers; and
WHEREAS ,	pursuant	to	Chapter	92,	Ordinance	Code,	and	Sec.
190.046,	F.S.,	the Board of Supervisors	of the District,	has	by
District	Board	Resolution	2019-07,	petitioned	the	City	of
Jacksonville to amend the District's boundaries to add approximately
24.19 acres to the District and has paid the required fee to defray
the City's cost of review and consideration  related to the Petition
to Amend	the Boundary of the  Cypress Bluff	Community Development
District (the "Petition"), a copy of which Petition together with
its attendant attachments is On File with Legislative Services; and
WHEREAS,	as	required	by	Sec.	92.07(b),	Ordinance	Code,	the
Office	of	General	Counsel	prepared	the	Final	Report	of	Counsel,
attached hereto as Exhibit 1, which memorializes that in the opinion
of  Counsel  the Petition is sufficient	and complete to permit the
fair  and informed consideration  of the matter  by the City Council,
and that all the statements contained in the Petition not intended

to	be	disposed	of	by	the	Planning	and	Development	Department's
report and recommendation, were true and correct; and
WHEREAS,	the Planning and Development Department has provided
its	report	and	recommendation	regarding	the	Petition	to	the
Transportation, Energy and Utilities Committee; and
WHEREAS,	the Council	has determined	the	Petition	adequately
meets	the	requirements	of	Sec.	190.046,	F.S.	and	is	therefore
complete and sufficient to permit fair and informed review thereof;
WHEREAS, all notice requirements of Ch. 190, F.S., Sec. 92.11,
Ordinance	Code,	and	other	applicable	law	were	complied	with,
complete notice was timely given, and a public hearing held on the
date and time noticed and conducted thereafter in compliance with
F.S.  Ch. 190, Sec. 92.11,  Ordinance   Cod e ,	and all applicable law;
and
WHEREAS, in making its fair and informed determination whether
to	grant	or	deny	the	Petition,	the	Council	has	considered	the
Petition in light of the record developed at the public hearing and
in relation to the requirements of Sec. 190.046, F .S.; and
WHEREAS, no action taken by the District shall be inconsistent
with applicable	comprehensive	plans,  ordinances or regulations	of
the City, and whereas all governmental planning, environmental, and
land	development	laws,	regulations	and	ordinances	apply	to	all
development of land within, or as otherwise may be undertaken by,
the District; and
WHEREAS, based upon the materials submitted	by the District,
the	Council	finds	there	is good	reason	to grant	the	request	as
petitioned therein;
BE IT ORDAINED by the Council of the City of Jacksonville:
Secti on 1.	Boundary.	In	accordance	with	Sec.	190.046,
F.S., the City hereby grants the Petition to Amend the Boundary of
Cypress Bluff Community Development District (the "Petition") to add

- - -

- -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   - -	2  -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -	-	-	-

approximately 24.19 acres to the Cypress Bluff Community Development
("District")  as set forth  in the legal description incorporated in
the Petition On File with Legislative Services Division.	Exhibit 2
contains the metes and bounds description of the District boundary,
as amended, as well as a general location map of the District, as
amended.

Section 2.	Amending	Chapter	92
Development	Districts),	Section	92 22

(Uniform (Exist ing

Community Community

Development	Districts),	Ordinance  Code.	Section 92.22,	Ordinance
Code, is hereby amended to read as follows:
Sec. 92.22. - Existing Community Development Districts.
The following CDDs have been established in the City:
13	* * *
(16)	Cypress Bluff Community Development District. The Cypress
Bluff	Community Development	District	was established in
Ordinance	2018 -335 .	The	City	granted	consent	to	the
Cypress Bluff Community Development District in Ordinance
2019-434-E	to exercise the following special	powers	to
plan,	establish,	acquire,	construct	or	reconstruct,
enlarge or extend, equip, operate and maintain additional
systems and facilities for:
a.	parks	and	facilities	for	indoor	and	outdoor
recreational, cu ltural and educational uses; and
b.	security, including but not limited to, guardhouses,
fences	and	gates,	electronic	intrusion	detection
systems, and patrol·cars.
The boundary was amended to add 24. 19 acres pursuant to
Ordinance 2019 -599 -E.
29	* * *

Section 3.	Severability.	The
Ordinance	are	intended	to	be	severable

provisions and	if	any

of	this provision	is

declared	invalid	or	unenforceable	by	a	court	of	competent
jurisdiction,	such	provision	shall	be severed	and	the	remainder
shall	continue	in	full	force  and effect	with  the	Ordinance	being
deemed amended to	the	least degree legally permissible.

Sect i on 4.

Effective	Date.

This	ordinance	shall	become

.effective  upon   s i gnat ur e by  the	Mayor or	upon becoming law without
the Mayor's signature.

8

9	Form Approved:

10
11

Office of General Counsel
Legislation   Prepared   By:	Susan C . Grandin
GC-#1300361-vl-C ypress _Bluff_CDD_expansion.doc

JASON R. GABRIEi,*
GF.NERAL COUNSloL

OFFICE OF GENERAL COUNSEL

CITY OF JACKSONVILLE

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117 WEST DUVAL STREET, SUITE. 480
J ACKSONVILLE, FLORIDA 32202

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August 14, 2019

Katie S. Buchana n, Esq. Hopping Green & Sams, P.A.
119 South Monroe Street, Suite 300 Tallahassee, Florida 3230l

RE: Office of General Counsel Final Report On the Petition to Amend the Bou ndarie s of the Cypress Bluff Community Development District

Dear Ms . Buchanan:

The Office of General Counsel ("Counsel"), pursuant to Section 92.07, Ordinance Code, has completed its review of the Amended Petition to Amend the Boundaries of the Cypress Bluff Community Development District (the "Petition"), submitted August 1, 2019. Counsel has determined that the Petition is sufficient and complete to permit the fair and informed consideration of the matter by the City Council.

This Final Report will be forwarded to the Planning and Development Department for their use in drafting a Department report and recommendation. All the  statements contained in the Petition not intended to be disposed  of  by  the  Department  report  and recommendation are true and correct, and the Petition is not contrary to any provision of applicable general or special law or the City Charter.

We anticipate that the legislation to move this Petition forward will be  introduced  at the City Council meeting on August 27, 2019. In your notice regarding  the  Petition, the public hearing required before the full Council should be noticed as September 24, 2019, which, pursuant to Sec. 92.11, Ordinance Code, is the full Council meeting held after the Council committee(s) report their findings to the Council. Barring any deferra ls or postponements, it is at this third reading of Council that the vote will be taken on the bill. As

Office Telep hone (904) 255-5100

Write r 's Direct Linc (904) 255-5097

Facsimile (904) 255 511 9

Writer's E-Mail Address SGrandin@coj.net

Office \¼!b.Su_e Genera1Cou n!6:j! o1n

August 14, 2019
Page 2

t is isa non-establishment petition, Sec. 92.11, Ordinance Code, requires only that the public hearing be held and noticed just as other ordinance amendments.

The committee of reference that will be introducing the bill is the Transportation, Energy & Utilities ("TEU") Committee which will take up the bill on September 16, 2019 as part of its public meeting. You are not required to include this committee public meeting in your notice, but you are encouraged to attend the meeting to answer any questions of the committee members. After reviewing and approving your form of notice, I can insert the ordinance number and provide the draft to the Legislative Services Division for publication. Please provide that office with the proof of publication.

Sincerely,
:	- ·L   ;i	r
-	.,£ .,::.-4( 	,,,.
- --s usa n C. Grandin Assistant General Counsel

cc: William Killingsworth, Director, Planning and Development Department Kristen Reed, Planning and Development Department
Shannon K. Eller, Chief, Land Use Division Jason Teal, Deputy General Counsel

CC-# 1300376 -v I -Cypress_ Bluff_Fiual_Reporr_of Co1111sel . ,Jo cx

Exhibit 1

-       _......   ..--:

-	· - .. .   :;.-•         -         l

-

VISION • EXPERIENCE • RESULTS	www.etminc.com
tel 904-642-8550 • fa 904-642-4165
14775 Old St. Augustine Road• Jacksonville, Florida 32258

Revised July 23, 2019
September 1, 2017 E-Town
Page 1 of 5

W.O. No.17-160.01 File No. 124B-22.01A

."..
P  ANN  ERS •   GI S

Cypress Bluff CDD Parcel

A portion of Sections 32 and 33, Township 3 South, Range 28 East, together with a portion of Sections 4, 5, 8 and 9, Township 4 South, Range 28 East, Duval County, Florida, being more particularly described as follows:

For a Point of Reference, commence at the Northwest corner of said Section 33; thence North 88°37'28" East, along the Northerly line of said Section 33, a distance of 13 43.30 feet to the Point of Beginning.

From said Point of Beginning, thence continue North 88°37'28'' East, along said Northerly line of Section 33, a distance of 289.49 feet; thence South 07°44'34" East, departing said Northerly line, 1305.77  feet;  thence South  13°31'53" East, 2389.14  feet; thence South 04°33'08" West,  1865.63
feet;  thence  South  18°03'25"  West,  1232.39  feet;  thence  South  05°12'52"  East,  2061.31 feet;
thence South 19°40'49" West, 3784.88 feet; thence South 04°56'56" West, 366.20 feet; thence South 89°37'47" West, 431.01 feet to a point lying on the Westerly line of Conservation Easement 8, as described and recorded in Official Records Book 18267, page 1141, of said current Public Records; thence Southerly along said Westerly line the following 20 courses: Course 1, thence South  12°52'42"  East, 31.45  feet; Course 2,  thence South 49°04' 12" East, 34.92 feet;  Course  3,
thence  South  06°46' 13"  East,  33.44  feet; Course  4,  thence  South  75°37' 16" East,  34.45 feet;
Course 5, thence South 57°37'04" East, 24.93 feet; Course 6, thence South 39°57'00" West, 11.14
feet; Course 7, thence South 07°06'04" East, 16.65 feet; Course 8, thence South 74°33'02" East,
26.64 feet; Course 9, thence South 24°21' 19" East, 26.32 feet; Course 10, thence South 30°50' 16" East, 38.32 feet; Course 11, thence South 78°17'35" East, 35.22 feet; Course 12, thence South 35°32'33" East, 27.38 feet; Course 13, thence South 48°04'33" West, 19.58 feet; Course 14, thence South 13°39'53" West, 32.03 feet; Course 15, thence South 12°29' 15" East, 21.25 feet; Course 16, thence South 15°51 '38" East, 46.12 feet; Course 17, thence South 09°40'08" West,
21.22 feet; Course 18, thence South 14°10' 13" West, 38.58 feet; Course 19, thence South 01°26'03" East, 27.93 feet; Course 20, thence South 13°24'54" West, 42.64 feet; thence South 14°34'28" East, continuing along said Westerly line and its Southerly prolongation, 58.56 feet; thence South 10°02'43" East, 64.99 feet; thence South 25°30'48" East, 45.36 feet; thence South 26°09'32" West, 28.03 feet; thence South 10°12'31" East, 38.90 feet;  thence South  32°26'25" East, 36.30 feet; thence South 20°30'54" East, 37.44 feet; thence South  03°57'39"  East,  56.77 feet; thence South 08°18'25" East, 58.19 feet; thence South 15°39'26" West, 33.00 feet; thence

ETl11 SurvaL4in9 & mapping,lnc.	EN GI NEERS •   SURVEY    ORS •

Revised July 23, 2019
September 1, 2017 E-Town
Page 2 of 5

W.O. No.17-160.01 File No. 124B-22.0lA

Cypress Bluff CDD Parcel (Continued)

South 54°46'33" West, 49.02 feet; thence South 48°13'43" West, 50.94 feet; thence South 31°03'31" West, 17.90 feet to a point on a curve concave Southerly having a radius of2400.00 feet; thence Westerly along the arc of said curve, through a central angle of 23°29'51'', an arc length of 984.26 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 78°37'17'' West, 977.38 feet; thence South 89°37'47" West, 10.74 feet to a point lying on the Easterly right of way line ofETown Parkway, a variable width right of way as depicted on ETown Parkway Phase 1, recorded in Plat Book 72, pages 76 through 82, of said current Public Records; thence along said Easterly right of way line the following 4 courses: Course 1, thence North 00°22'13" West, 175.00 feet; Course 2, thence South 89°37'47" West,
225.00 feet; Course 3, thence North 45°22'13" West, 212.13 feet; Course 4, thence North 00°22'13" West, 37.30 feet; thence South 88°55'30" West, departing said Easterly right of way line, 1799.90 feet to a point lying on the Easterly limited access right of way line of State Road No. 9B, a 400 foot limited access right of way per Florida Department of Transportation right of way map Section 72002-2513, Financial Project No. 209294-1; thence Northerly along said Easterly limited access right of way line the following 3 courses: Course 1, thence North 14°27' 30" West, 403.98 feet to the point of curvature of a curve concave Easterly having a radius of 5529.58 feet; Course 2, thence Northerly along the arc of said curve, through a central angle of 14°09'36", an arc length of 1366.57 feet to the point of tangency of said curve , said arc being subtended by a chord bearing and distance of North 07°22'42" West, 1363.10 feet; Course 3, thence North 00°17'54" West, 1535.00 feet to a point of intersection with the Easterly limited access right of way line of State Road No. 9A, a variable width limited access right of way per Florida Department of Transportation right of way map Section 72002-2511, Work Program Identification No. 2114883, said point also being on a non-tangent curve concave Westerly having a radius of 3000.00 feet; thence Northerly along said Easterly limited access right of way line the following 4 courses: Course l, thence Northerly, depatting said Easterly limited access right of way line of State Road No. 9B and along the arc of said curve, through a central angle of 29°31'23", an arc length of 1545.82 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 07°27'47" East, 1528.78 feet; Course 2, thence North 07°17'54" West, 984.62 feet to the point of curvature of a curve concave Easterly having a radius of 11600.00 feet; Course 3, thence Northerly along the arc of said curve, through a central angle of 07°00'00", an arc length of 1417.2 I feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 03°47'54" West, 1416.33 feet; Course 4, thence North 00°17' 54" West, 5839.87 feet to its intersection with the Southwesterly right of way line of R.G. Skinner Parkway, a 110 foot right of way as presently established; .thenceSoutheasterly along said Southwesterly right of way line the following 3 courses: Course 1, thence Southerly departing said Easterly limited access right of way line and along the arc of a curve concave Easterly having a radius of 300.00 feet, through a central angle of 43°1T06",an arc length of 226.64 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 21°56'27" East, 221.29 feet; Course 2, thence South 43°35'00" East, 446.83 feet to the point of

Cypress Bluff CDD Parcel {Continued)

curvatme of a curve concave Northeasterly having a radius of 600.00 feet; Course 3, thence Southeasterly along the arc of said curve, through a central angle of 25°15'01", an arc length of
264.42 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 56°12'3l" East, 262.29 feet; thence South 68°50'01" East, continuing along said Southwesterly right of way line, 263.07 feet to a point lying on the boundary line of those lands described and recorded in Official Records Book 14340, page 1809, of the current Public Records of said county; thence Southerly along said boundary line the following 62 courses: Course 1, thence South 56°47'19" West, departing said Southwesterly right of way line, 34.93 feet; Course 2, thence South 59°53'26" West, 60.77 feet; Course 3, thence South 28°07'37" West, 63.38 feet; Course 4, thence South 36°12'3l" West, 52.77 feet; Course 5, thence South 44°25'16" West, 53.99 feet; Course 6, thence South 60°24'13" West, 59.40 feet; Course 7, thence South 37°46'20" West,
47.85 feet; Course 8, thence South 12°02' 36" East, 52.58 feet; Course 9, thence South 13°05'33" East, 42.42 feet; Course 10, thence South 16 °44' 01" West, 33.11 feet; Course 11, thence South 18°07'14" West, 49.93 feet; Course 12, thence South 23°19'42" West, 58.13 feet; Course 13, thence North 84°25'00" West, 84.95 feet; Course 14, thence South 00°24'25" East, 68.26 feet; Course  15, thence South 81°52'44" East, 73.42  feet; Course 16, thence South 35°00'24" East,
50.94 feet; Course 17, thence South 42°29'27" East, 63.28 feet; Course I8, thence South 72°15'25" East, 65.91 feet; Course 19, thence North 73°27'14" East, 68.75 feet; Course 20, thence North 51°47'07" East, 59.88 feet; Course 21, thence North 65°14'07" East, 63.44 feet; Course 22, thence South 44°57'44" East, 51.37 feet; Course 23, thence South 41°27'00" East, 50.99 feet; Course 24, thence North 68°09'16" East, 90.76 feet; Course 25, thence North 00°26'34"  West,
52.95 feet; Course 26, thence North 39°25'04" West, 59.68 feet; Course 27, thence North 46°31'57'' East, 62.0l feet; Course 28, thence North 50°00'38" East, 57.16 feet; Course 29, thence North 88°38'44" East, 49.62 feet; Course 30, thence South 67°21'23" East, 54.16 feet; Course 3 I, thence South 14°50' 50" East, 56.43 feet; Course 32, thence South 48°06'29" East, 55.42 feet; Course 33, thence South 04°06'11"  East, 57.55 feet; Course 34, thence South 38°52'42" West,
48.46 feet; Course 35, thence South 08°09' 16" West, 60.88 feet; Course 36, thence South 29°03' 41" East, 51.97 feet; Course 37, thence South 07°41'54" East, 90.90 feet; Course 38, thence South 75°57'31" East, 33.30 feet; Course 39, thence South 80°17'39" East, 50.60 feet; Course 40, thence North 57°17'36" East, 58.75 feet; Course 41, thence North 17°44 '41" East, 38.19 feet; Course  42, thence North 41°44' 07" East, 55.91 feet; Course 43, thence South 78°01'28" East,
36.71 feet; Course 44, thence North 76°54'19" East, 50.12 feet; Course 45, thence South 78°17'09" East, 69.51 feet; Course 46, thence North 85°04'13" East, 33.16 feet; Course 47, thence North 35°50' 17" East, 30.71 feet; Course 48, thence North 05°06' 56" East, 69.39 feet; Course 49, thence North 25°14'24" East, 59.38 feet; Course 50, thence North 36°08'27" East, 68.81 feet; Course 51, thence North 42°18'11" West, 56.04 feet; Course 52, thence North  01°48'23" East,
43.34 feet; Course 53, thence South 71°57'16" East, 51.30 feet; Course 54, thence South 45°25'16" East, 54.76 feet; Course 55, thence South 19°52'56" West, 39.91 feet; Course 56, thence South 14°36'39" East, 42.26 feet; Course 57, thence South 40°20'23" East, 57.10 feet;

Cypress Bluff CDD Parcel (Continued)

Course 58, thence South 59°04' 18" East, 52.23 feet; Course 59, thence South  13°07'44" East,
44.38 feet; Course 60, thence  South  24°46'40"  East,  56.39  feet;  Course  61,  thence  South 26°06' 15" East, 32.5 I feet; Course 62, thence South 02°12'11" West, 41.80 feet; thence South 45°09' 13" East, departing said boundary line, 35.48 feet to the Nor theast comer of those lands described and recorded in Official Records Book 14863, page 469, of said current Public Records; thence North 89°59' 26" West, along the Northerly line of said Official Records Book 14863, page 469, a dis tance of 70.00 feet to the Northwest corner thereof; thence South 00°00'34" West, along the Westerly line of last said lands, 65.00 feet to the Southwest comer thereof; thence South 89°59'26 " East, along the Southerly line of said lands, 70.00 feet to the Southeast corner the reof, said corner lying on said Southwesterly right of way line of R.G. Skinner Parkway ; thence South 00°00'34" West, along sa id Southwesterly right of way line, 107.34 feet to a point lying on the Southerly terminus of said R.G. Skinner Parkway; thence South 89°59'26" East, departing said Southwesterly right of way line and along said Southerly terminus, 110.00 feet to a point lying on the Southerly line of said Official Records Book 14 340, page 1809; thence Easterly and No1t berly along the Southerly and Easterly lines of last said lands the following 62 courses: Course 1, thence South 00°00' 34" West, departing said Southerly terminus, 145.55 feet; Course 2, thence South 89°59'26" East, 2280.15 feet; Course 3, thence North 07°41 ' 27" West, 12.17 feet; Cour se 4, thence North 20°26' 25" West, 28.98 feet; Course 5, thence North 06°37'03" East, 35.94 feet; Course 6, thence North 26°09' 20" East, 47.24 feet; Course 7, thence N011h 10°50'26" East, 18.12 feet; Course 8,  thence  North  19°27'45" East, 19.37 feet; Course  9,  thence  North 10°56' 37" East,
57.23 feet; Course 10, thence North 31°50' 19" West, 53.99 feet; Course 11, thence North 25°51' 04" West, 36.99 feet; Course 12, thence North 29°13'43" West, 21.65 feet; Course 13, thence North 71°51' 12" West, 34.33 fe et; Course 14, thence North 04°17'54" East, 38.72 feet; Course 15 ,  thence North 00°16'03"  East, 31.09 feet; Course 16, thence North 16°06'04" East,
32.18 feet; Course 17, thence North 20°33'04"  West,  21.97  feet;  Course  18,  thence  North 56°02 ' 19" West, 40.42 feet; Course 19, thence North 02°24'10" West, 36.61 feet; Course 20, thence North 02°52' 24" Eas t, 35 .41 feet ; Course 21, thence North 00°06'57" East, 45.28 feet; Course  22,  thence  North  08°57'28"  East, 54.79 feet; Course 23,  thence  North 06°50' 55" West,
38.58 feet; Course 24, thence North  14°46' 17"  East,  32.02  feet;  Course  25,  thence  North 24°38' 30" East, 38.36 feet; Course 26, thence North 21°16' 45"East, 42.29 feet; Course 27, thence North 46°41'48" East, 24.93 feet; Course 28, thence North 09°37'57" East, 38.41 feet; Course 29, thence North 40°13'50" East, 35.75 feet; Course 30, thence North 25°36' 12" East, 31.37 feet; Course 31, thence North 21°18'20'. East, 52.69 feet; Course 32, thence North 30°51' 04" West, 51'.14 feet; Course 33, thence North 62°04'55" West, 46.62 feet; Course 34, thence North 18°00'39" West, 57.14 feet; Course 35, thence North 25°51'03" West, 51.16 feet; Course  36, thence North 64°02'20" West, 56.18 feet; Course 37, thence North 64°31'59" West, 44.40 feet; Course 38, thence North 45°11'49" West, 58.29 feet; Course 39, thence North 37°43'23" West,
68.80 feet; Course 40, thence North 02°41' 36" West, 88.50 feet; Course 41, thence North 02°06'49" West, 73.09 feet; Course 42, thence North 04°53'38" East, 86.05 feet; Course 43,

Revised July 23, 2019
September 1, 2017 E-Town
Page 5 of 5

W.O. No.17-160.01 File No. 124B-22.01A

Cypress Bluff CDD Parcel (Continued)

thence North 05°05'30" East, 95.10 feet; Course 44, thence North 28°50'30" West,  58.14 feet;
Course 45, thence Notth  48°55'53" West, 68.30 feet; Course 46,  thence  North  45°34' 57"  West,
74.88 feet; Course 47, thence North 29°56'25" West, 51.40 feet; Course 48, thence North 12°05'37" West, 72.07 feet; Course 49, thence North 31°46'26" East, 28.73 feet; Course 50, thence North 62°21'20" East, 59.52 feet; Course 51, thence North 89°26'28" East, 25.20 feet; Course 52,  thence North 82°18'54" East, 55.94 feet; Course 53, thence South  65°50'59" East,
fee t; Course 54, thence  South  66°19'42"  East,  49.58  feet;  Course  55,  thence  North 47° 17'56" East, 30.64 feet; Course 56, thence North 84°19'39" East, 48.59 feet; Course 57, thence South 67°I 9'52" East, 48.05 feet; Course 58, thence North 57°16'24" East, 26.00 feet; Cours e 59, thence North 89°32'02" East, 47.84 feet; Course 60, thence South 87°36'33" East, 51.75 feet; Course 61, thence North 85°07'24" East, 50.38 feet; Course 62, thence North 01°03'43" West, 115.11 feet to the Point of Beginni ng.

Containing 1273.92 acres, more or less.

F
A PORTION OF SECTIONS .32 AND .3.3, TOWNSHIP 3 SOUTH, RANGE 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8  AND  9,  TOWNSHIP  4  SOUTH, RANGE 28 EAST, DUVAL COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED IN SEPARATE ATTACHMEN.T
POINT  OF REFERENCE

%

NW CORNER
OF  SECTION JJ

- -	-------t-

R.G. SKINNER	.s,
PARKWAY-	- - -1---  .,_- +- -..::- -
(ITO' R/W)	".>'l,	N.ly UN£ OF S£CTTON JJ

I.

_,c,	TOI\NSHIP J SOUTH

'-1'
7

RANGE  28 EAST

S07"44'J4"E 1305.77'

O.R.B. 14.340, I
1809

O.R.8. 8208, PG. 652

0	750	1500	3000

GRAPHIC SCALE IN FEET
!"= 1500 '

O.R.8 . 8000, PG. 908

S04 ".3.3'08"W 1865 .6 .3'
%	".)"->	l£GEND:

 		TO'ttNSHIP  J SOUTH	<-..c,,,-   -  -	-t- - -+-

8:. .

Pl.AT BOa<
aFIO.AL R£Ca/DS BOa<

Q::	a::

TOVrNSHIP 4 SOUTH _,c,'.>

C_ >

S£C
,	L A R.W.

S£C7KJN
UMTED AQXSS

RlGHT CF WAY

I PT 5

"i'	«	t,R/W

RIGHT a" WAY

; ,
R= 11600 .00' ---, iifl    I   ,.;

;:,j

,C\i F.P.
fl  WP.I.

FINNICIAL PRO.H:T
IIO'lk' PROGRAAI /DENT/FICATia,/

t;- 7"00'00 " L=1417.21'	I
C8-NOS47'54"W	I
C H-    1416  • .3.J'	PC
N071 7' 5 4"W
984.62'

PROPOSED CYPRESS BLUFF COD PARCEL 1273 . 92 ACRES±

._  <ti    PC
/;;	PT
R

d L CB CH
FOOT

POINT- OF CURVAn.JRE POINT OF TANGENCY RADIUS
CENTRAL ANGLE ARC LENGTH CHORO BEARING CHORD DISTANCE
Fl.al! DA DEPN?71.ENT CF
11WISPmTATICl'I

!	/

r - - t --T;, 7
!
I	S£f	I
I	SHEET  J	I
:	/	I

1/

I  I	I
,,
--<,/ i
!T\ d	'""""''
·-z.oz0--1°5· -o:,o
0         -1"X> r-
'N  t--J.......... ?° 0
00 .,, 'Z
o
.:_•. cD

O.R.8. 1.f.860, PG. 1256

NOTES:
THIS IS NOT A Sl.lRl£Y.
8£ARINGS BASED a,/ 1H£ Na?7HERLY UNc OF SECT/a,/ JJ AS BElNG N<mTH 88'Ji28" EAST.

RnlSED .AJLY 2J, 2019 7D AMfJ/D
SCRIIOIER'S ERROR.
Rn1SED JJI.Y 22. 2079 7D UPOATE BOUNDARY AND LEGAL D£SCtl/PTION. (W.O. 19--116.01)
Rn1SED OECfJ.IBER 14, 2017 70 UPDATE BOUNDARY ANO LEGAL OCSCRIPTIOH.
(W.O. 17-160.02)
RnlSED ND',£J,/8£R 1J, 2D17 7D UPDATE BOONOARY AND LEGAL DESCRPT/ON. (W.O. 17-160.02)
RF:\fSED OCTCeER 27, 2017 7D UPOATE
BOUNOARY. (W.O. 17- 160.02)

I..,.

al
-    -    -	$88'55'.30"W

I y

ETown PARKWAY
(VARIABLE 1110TH R/ W}

CONSERVAT/ON EASEMENT 8

.366.20 ' 4.31.01'

SHEET 1 OF 6

£ Town PARKWAY PHASE 1
P.B. 72, PGS. 76- 82

THIS /ID,/ HAS BEEN  ELECTRON/CALLY  SIGNED  ANO  SEALED USING A DIGITAL SIGNATURE. PRINTED COP/£S OF THIS OOCUM£NT  ARE  NOT  CONSIOE:RED  S IGNED  AND SEALEO  ANO  THE SIGNA n.JRE MUST BE V£RIAEO ON ANY El£CTRONIC COPIES.

ETm

O.R.B. 1826,7

PG. 114 1

Surua: inv &mapping, Inc.
VISION • EXPERIENCE • RESULTS
1477S 0/d St. Augustine Road,  Jacksonvllie,  FL  32258  Tel:    (904) 642- 8550	Fo><: (904) 642- 4165
Certificate of Authori zation No.: LB J624

SCALE: 1"= 150 D'
OA TE:     SEPTEMBER  1,  2017

DigitalSignature By; Da mon J. Kelly, PSM
DAMON J. KELLY PROffSSIONAL SURVEYOR AND MAPPER
STA TE of FtORIOA LS No. 6284

CAD  F1L£:  t  \$,n,,.	f,p., I   fie .,fLD-w\$1-•          \t"-  T...,.\(DO l' • ul	I     it  2

A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANG£ 28 £AST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8  AND  9,  TOWNSHIP  4  SOUTH, RANG£ 28 £AST, DUVAL COUNTY, FLORIDA.

I

CONSf:RVATION
EASEMENT 8	 	

1-
,  t-.
I
- 1

i

I

I"'

O.R.8.   18267,   PG.   1141	4:51. 01'	jttJ

!

S12  "52' 42 "£   Jt . 45'	S89"J7 ' 47" W · (/j
S49'04'12"£ J4.92'

0

S06'46'1J"E      JJ.44'	1:::J
S75"37'16"£ 34.45 '

I	LJ -

--	L2	i"'-

It

i

1.S-

I

J 7.JO'

PROPOSED CYPR£SS BLUFF
. COD PARCEL
1273 .92 ACRf:5±

R- 2 400 .00 ' A=2J'29 '51•
L=984.26' C8=N78"J7'17"W CH= 977.J8'

o:,  o,    L4	<'.	L7 .
!..H.>   L5	"'	I

S12"29'15"E 21.25' S15"5l'.JB"E   #S.12'
s09•40'os·w 21.22' SI4'10'1J"W JB.58' S01'26'0J"E 27.9J '
I
S1J'24'54"W

I

S14"J4'28 "E
PROLOHG,UION
S10 "02' 4J"E    64. 99'
S25"J0'48"E 45.36' S26'09'J2"W 28.0J ' S10'12'Jt"E .38.90'
SJ2'26'25"£ J6. JO'
S20:J0'54"E J7.44'
I
SOJ"57°J9"E
S0818 '25 "£
S15:  J9  '26"   W    JJ . 00'
I	S5 4"46 'JJ "W
49.02'

0	100	200	400

GRAPHIC  SCALE IN FEET
/"=  200·

l£GEND:
P.B.
O.R.B. PG. LA.R.W. SEC PC
PT
POC
R
,1
L CB CH LT

PUT BOOK

LINE TABLE	
LINE	BEARING	LENGTH	
LI	S57'37'04"E	24.93'	
L2	SJ9'57'00"W	11.14'	
LJ	S07'06'04"E	16.65'	
L4	Sl 4' JJ '02"E	26.64'	
LS	524·2 1·19"£	26.32'	
L6	SJ0'50'16"E	38.J2'	
L7	S78' I7'J5"E	JS.22 ·	
LB	SJ5'J2 'JJ"E	27.JB'	
L9	S48'04'JJ"W	19.58 '	
LIO	SIJ ' J 9'5J "W	32 .0 J'	

OFFICIAL RECORDS BOOK
PAGE
W.tlTED ACC£SS RIGHT OF WAY
SECTION
POINT OF CURVA nJRE POINT  OF TANGENCY POINT ON CURVE RADIUS
CENTRAL ANGI..£ ARC LENGTII CHORD BEARING CHORD DISTANCE
TABULA1ED UN£ DATA

SH EET 2 OF 6
SE£ SHEET 1 FOR NOTE:S .

PRCPAROC  BY,
£TM  SURVEYING  4-  MAPPING,  INC.
14 775     OLO  ST.    AUGUSTIHC    ROAO
».CKS0HVILLC, FL J22s• (go4) • •2- • ssc
C£RTJFIC A TC OF AUTHORIZATION HO. LB J 624
CAD FILC:  it2

A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANG£ 28 £AST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND  9,  TOWNSHIP  4  SOUTH, RANG£ 28 £AST, DUVAL COUNTY, FLORIDA.

-·-·-·-·M-A·T·-CHrU·N·E-S·IT-S-H·EE-T·1-·-··--
I
I

I

N0rt7'54"W
984.62'
I	PT

1

I	..,

r

I<>;	"'( '

;,;	3i

;,;

...;
.?,,
w

R=J000.00'

0	250	500	1000	a:29'31'23"
I	L-1545.82'

I

GRAPHIC SCALE IN FEET	I CB=N07'27'47"£ 1#=500'		CH-1528.78'

PROPOSED CYPRESS BLUFF COD PARCEL 1273.92 ACRES±

PT

LEGEND: 0.R.8.
PG.
R/W
L.A.R.W.
F.P. W.P.I. FOOT

Off/CIAL RECORDS BOOK PAGE
RIGHT OF WAY
UM/TEO ACCESS RIGHT OF WAY ANANCIAL PROJECT
IIO'i'I< PROGRAM IWmACATION FLORIDA DEPARTMENT OF

R.,5529 . 58'
11-14'09'36"
L= 1366.57"
C8-N07'22'42"W Cl-/=1363.10'

illj
I

. :::i

i i

PC
PT POC R
II L CB CH

TRANSPORTATION
POINT OF CURVATURE POINT OF TANGENCY POINT ON CURvE RADIUS
CENTRAL ANGLE ARC LENGTH CHORD BEARING CHORD DISTANCE

"S88"55'.J-0"W -179-9.90..
!
I
PRCPARCO SY:
ITU SURVEYING .t MAPPING, INC.

SHEET 3 OF 6
SEE SHEET 1 FOR NOTE:S.

1 4 17 5 OLO ST . AUGUST/NC ROAO JACKSOHV/LLC,    FL     3225a     (904) 642-a550
CCRTtF'ICAT£  OF  AUTHORIZATJOH   HO.    LB  3624

CNJ FILE:

A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH,  RANGE  28  EAST, TOGETHER WITH A PORTION OF SECTIONS 4, 5, B AND 9, TOWNSHIP 4 SOUTH, RANGE  28   EAST,  DUVAL  COUNTY,   FLORIDA.

 	POC	

R=.300.00'

L= 226.6.f'
ca- s21' 56'27 "£
CH- 221.29'

0

100 

200 

400 

PT	,

GRAPHIC SCALE IN FEET
/ "= 2 00 '

PROPOSED CYPRESS BLUFF COD  PARCEL 1273 .92 ACR£S:t

O.R.B. 1-fJ .fO, PG. 1809

S.37"46'20" W
SI 2YJ2'36 " E 52.58 '

O.R.B. 8000, PG. 908

0. R.8. 1.f.340,
PG. 1809

/p,4J17'06"

SECT_TON _29 	1
SECTION 32

LINE TABLE	
UN£	BEARING	LENGTH	
LI 1	s5 5 ·n • 19• w	J 4.9J'	
L12	S59"5J'26"W	60. 77'	
U J	S81"52 '44 "E	7J .42 '	
L/ 4	SJS-00°24 "£	50 .9 4'	
LIS	S42 "29'27"E	6J .28'	
L/ 6	s n ·1s·2s"E	65.9 /'	
Lil	N7 J "27' 14"E	68.75'	
LI B	N51"47 '07" E	59.88 '	
L/9	N65 H '0 l" E	6J.44'	

UNE TABLE	
I.IN[	BEA.RIN G	LENGTH	
L20	s 44 ·57• 44• c	51.J l'	
1..2 1	S 41 ·27'00" £	50 . 99'	
L 22	N68 "09'16"£	90.76'	
L2J	N00"26'J 4"W	52.95'	
L24	NJ9"25'04•w	59 .68'	
1..25	N46"J1'57 "£	62.01'	
L26	N50 "00'J8. E	5 7 . 16'	
1..27	N BB "J8 ' 4 4" E	49.62'	

MATCHLJNE SEE SHEET 1

SHEET 4 OF 6
SEE SHEET 1 FOR NOTES.

LEGEND: O.R.B. PG.
R/ W
L A.R.W.
PC PT POC R
.6
L CB CH LI

DmCIAL RECORDS BOOK PAGE:
RIGHT OF WAY
UM/TED  ACCESS  RIGHT  OF  WAY POINT OF CURVATUR£
POINT OF TANGENCY POINT ON CURVE RADIUS
CENTRAL ANGLE ARC LENGTH CHORD BEARING CHORD DISTANCE
TABULATED  UN£ DATA

PREPARED BY:
£TM SURVEYING .t MAPPING, INC.
14775   OUJ   ST.   AUGUSnHE   ROAD JACKSOHV/U.£, FL 225 8 ( 904 ) 642- 8550 CERnflCATC  or   AUTHORZI ATION  HO.  LB  J6 2 4

ORDER HO.:  17 -  160 .01     FILE HO.:  1248-    2. 0I A   ORAll7i B	_	..,,	bit 2

RANG£ 28 EAST, DUVAL COUNTY, FLORIDA.

0	100	200	400

GRAPHIC SCALE IN FEET
1#= 2 00 '

ii

Ito
107 .3 4'

l!:J

O.R.B. 14340, I
PG. 1809
. (/j

soo-00•34•w 145.ss·

!IAJ

PROPOSED CYPRESS BLUFF CDD PARCEL
12 7 3. 92 ACR[ S:t

._..._   _s.   uNE	Ij
S89"59'26"E   2280.15'	!
I
0 .R.B. 80 00,
PG.  90 8

LEGEND:
O.R. B. PG.
R/W
L.A.R,W.
COR PC PT POC R
I! L CB CH LT

OFFICIAL RECORDS BOOK PAGE

LINE TABLE	
LINE	BEARING	LENGTH	
L28	S67"21"2J "E	5 4.16'	
L29	SI 4'50'50 "E	56.4 J '	
LJO	S48"06'29"E	55. 42'	
LJI	S04TJ6'11"E	5 7.55 '	
LJ2	SJ8 "52' 42"W	48. 46'	
LJ J	S08 ' 09'16"W	60 . 8 8'	
LJ4	S29'03' 41"E	51. 97'	
LJ5	S07"41'54"E	90. 90 '	
LJ6	S75'57'J1"E	33.JO'	
LJ7	580 '17'J9"E	50.60'	
LJ8	N57"17'J6"E	58.75'	
LJ9	N17'H'4 l" E	JB.19'	

LINE TABLE	
LINE	BEARING	LENGTH	
L40	N41"44-'07"E	55.91'	
L41	S78' 01'2B"E	36.71'	
L 42	N7 6 '54'19"E	50 . 12'	
L43	S78"17'09"E	69.51'	
L44	N85"04'1J"E	3J.l6'	
L45	NJ5"50'17"E	30.71'	
L46	N05 "06 '56 " E	69 . J9'	
U7	N25'14'2 4 "E	59.J8'	
L4B	NJ6 "08'27"E	68.8 1'	
L49	N42 ' 18' 11"W	56.04'	
LSD	NOi ' 48 '2J"E	4J.J4'	
LS1	N89' 59' 26"W	70.00'	

RIGHT OF WAY
UM/TEI! ACCESS RIGHT OF WAY CORNER
POINT OF CUR.VA Tl/RE POINT  OF  TANGENCY POINT ON CURVE: RADIUS
CENTRAL ANGLE ARC LENGTH CHORD BEARING CHORD DISTANCE
TABULATED LINE DATA

SHEET 5 OF 6
SEE SHEET 1 FOR NOTES.
GVI0£1? HO.:  1   - 160.0 1     me HO.: 1248-22.0IA  DRA MN  Bl\   ._..    _

PRCPARCDBY:
£TU SURVEYING d: MAPPING, INC.
'4 775 OW ST. AUGUSnN£ ROAD
JACKSONVLI LE,  Fl      J2 2Sa     (90 4 )  642-  aS $0
C£RTIF1CAT£ OF  AUTHORIZATION  HO.  LB 362 4

_	CAD fl£  :	it 2

RANG£ 28 £AST, DUVAL COUNTY, FLORIDA.

POINT  OF B£GINNING

5£C110N  28	"P-

NJ1°4-6 ' 26"£	28  . 7 3 '

N 12'05 ' 37" W   72 . 07'

N28'50'30"W
N05YJ5 ' J O"E 95.10' N04'5J 'J8"E 86 .05 '
N02YJ6 ' 4-9" W 73 . 09 '
[ . ly UN[ - -

N02"4-1'36" W 88 .50'

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SPEAKER'S REQUEST CARD - LUZ COMMITTEE - PUBLIC HEARING
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OR
APPEAL OF A COMMISSION  DECISION -  I SUPPORT: THE COMMISSION  	

OPPOSE: 			_ THE APPEAL 				_

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give is the truth, the whole truth, and nothing but the tru th:.  

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(Signature)

Are you a Lobbyist? No  	

Yes _

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EACH SPEAKER IS LIMITED TO THREE MINUTES AND CANNOT GIVE TIME TO ANOTHER PERSON

PLEASE READ THE REVERSE  FOR RULES ON SPEAKING  AT LUZ COMMITTEE

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@ COMMENTS FROM THE PUBLIC: Subject 	_

PROPOSED PETITION TO AMEND THE BOUNDARIES OF
THE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT (CDD) PLANNING AND DEVELOPMENT DEPARTMENT REPORT

ORDINANCE 2019-599

PETITIONER: CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT (COD)

Current Acreage of the CDD:	1,249.73 Acres Proposed Acreage to be added to the CDD: 24.19 acres Proposed Amended Acreage of the CDD: 1,273.92
The Planning and Development Department (Department) has completed its review of the Petition to Amend the Boundaries of the Cypress Bluff Community Development District (Petition) and makes the following report and recommendation in accordance with
§92.07(c), City of Jacksonville Ordinance Code.

, c\

REPORT SUMMARY

Hopping Green & Sams, P. A., on behalf of Cypress Bluff (COD) (Petitioner) proposes that the Cypress Bluff COD in the City of Jacksonville be modified to include an additional
acres of land (the Expansion Parcel) to the boundary. The Petitioner has obtained the written consent of one hundred percent of the owners of the lands comprising the Expansion Parcel to amend the boundary of the COD as set forth in the Petition.

The Petitioner states in the Petition that the COD should be modified because:

The COD, as amended, and all land uses and services planned within the proposed District are not inconsistent with applicable elements or portions of the effective State Comprehensive Plan or the local Comprehensive Plan;
The COD, as amended, is part of a planned community of sufficient size, its compactness and all lands therein being contiguous to be developed as one functional and interrelated community; the COD, as amended, remains the best alternative for delivering community development services and facilities without imposing an additional burden on the general population of the local government; the community development services and facilities will not be incompatible with the capacity and use of existing local and regional facilities and services; and the area
to be served by the COD, as amended, is amenable to separate special-district government.

City of Jacksonville
Planning and Development Department August 10, 2019

Ordinance #2019-599 Petition to Amend the Boundaries of
The Cypress Bluff CDD
Page 1 of 10

('•.

Petition "Exhibit 8"

EXHIBIT 8A
INFRASTRUCTURE COST ANL> TIM£TADL£ ESTIMATE
 	CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT	

ORIGINAL INFRASTRUCTURE J:.I } JE.I   \ ?'!tQ_J;kl!l .   rl:\J) _La s-9Q 'I1!J&'!H°'!.
J.Ji:! '!. . . v: G.Ski Pm1 \?).._!} 'S,lijn \.b"'
f E-Tm n ParL,,\a,.,, Q:- !i rf\10\,,'il}. r_ iN.L. -----
4.   E -r o"n    f1.s,rk \qj'Jlt  G.   Skinncr Elroric.: m:ci: Lighting

6. Stormw.i:ttt Sntc:tn.i

. ..'Y!tJJt s._('?,'. r.Scw r. EJ\!ctfi'-:_ ! S_t.!':EHJ.&lttin,g)'_!_

Annual Ou1!ar•
Totul	2018 zo1q 2020
SI.O,S,000   SO'".	20'!•
s1ilsoo 5W	50",

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si.S.9s,s1,9:s,9o2o9  -	..	,l(Y!i,  ' J    ♦
SS.<ifo, j.15 30Crll	40'!:.   :  30'!♦

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$26.812,ROO )(tk;. .:o•.. ) .
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sii9iii.611 Y)Qy	,ro•·	3  ;.

TOTAL COSTS

S76,UM,034

I lnckhf,nc lrnnsrtiti!.ll"\11 \ TrW\l) Waw:r. St¾,-a {fon: fontJ, .ri.rn:! JEA Uxw Co:,M m,:;iul¼' IJ,;,('ru't" Pwnp Stllft(ltt
am! Reine- Pump St;ittl'.!n
::. k«Li:il.ff!.Cd V!Jt:tt 1mpwH.1na'.ti 't':I'\ h-, (w,dt'J h\ J[,\ r	lQ the fa...:ctVlll•l! Aw,.:,:rncn1
j rhcweHim:a!C"'; c1'f1!m,plalt' the c,ctl'bt c,f 1Jt p:mffi p;aru;m1 to ScrttuM fgQ 01 11ilal .;ir,j J i;(J fll14:-l):dJ
f Wf11.l 4 St.tlllle,
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2019 BOUNDARY AMENDMENT ADDITIONAL
INFIL\!>'TRUCTURE	Tot•I	lOIV	2020	2011

,! -  pcx Trail R_ ' '?)'.'._0 :.	:.?. :<=- lnfrnstructute !M.:t i:rt 

S?.530.ooo su ,

J._Ap , _Tr.til Ek_ctri..;,·Sm:\.!t l._ig ,_ !,)g_ tastcrl	-'"········-  	_  --- sSi4T-7;o   so •  ---!'i1'.

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AP" lmil b1girnxring. 11crmin.lng. Planning. CEJ, [ti;, IMastcr.i 	._ _ _ 	•_
N('ig.hlx lnfht)lrtu:ture Cro..d5. :sttJiflTl\\':ltcr. si£mi;e. amenity. parLs.. u1iti1ics_ docuic. etc.
TOTAL COSTS	.55,750,550
I li1C{C Othllt.:\!l;',1,.'Ur\U!mpL.rl;: tJx t'¼"l'\'.i'IC or tp-<cial po•.l>Cts f'<W'.tliltll lu Si:-cth..w 190 D12i:ixl,l) :Hid 19001;1 NII) Fk 1.U 'Sl:111.1::1
2 lleprc lll :1r.t1c1r,.alro 211mtitl 1X-1tby of(r1:.,, h.\W on ar.w;ip;t'£11,·oo;.1ruct1un tmu:tn

Nnrr !h1 C'\lttb;t 1Jc11t111l'3 the ci::n.,-,11rutn.\1t1"l pf Uw Dislnv.:1 .:n Ll 1mb_lr;!.:;1 to diJr\g N'IO! v,p;m \At'IL'<l.ll f,'\;:cn
'1a.:h i:::s fu:uu Jt"\·i&;;prr.,it ri:in'I. 1v n1.,cl<C! ('(jf"j,t,,;;,rn

so •	s •
,#	;i,.·• 2.5%

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i	 	
,	2.	SUFFICIENCY AND COMPLETENESS OF PLANNING DOCUMENTATION

Pursuant to Chapter 90.07(c)(2}, Ordinance Code, the Department concludes that the planning documentation received to date is adequately sufficient and complete to permit a fair and informed consideration by City Council.

TRUTH AND CORRECTNESS OF PLANNING DOCUMENTATION

The Petitioner has provided an executed and notarized statement, dated July 16, 2019, claiming that the Petition is adequately true and correct to permit a fair and informed consideration by City Council.

JEA CERTIFICATION OF UTILITY INFORMATION

The Petitioner provided the "Developer Utility Service and JEA Cost Participation Agreement", dated July 15, 2015 and included as "Exhibit 7" of the petition. This agreement with JEA is for those properties within the boundary of the Cypress Bluff COD. "Exhibit 7" also includes the Master Water Plan, the Master Sanitary Sewer Plan and the Master Reuse Plan for the COD, as amended, identifying existing and proposed points of
('	connection.
'-..........··

OPINION AND RECOMMENDATION AS TO §190.005(1)(e), F.S.

In determining whether to grant a Petition for the COD by adoption of Ordinance 2019- 599 the City Council must consider the Local Petition and the entire record of the local public hearing in light of the six (6) factors set forth in §190.005(1)(e), F.S.

Accordingly, pursuant to §92.07, Ordinance Code, the Department is charged with providing an opinion and making recommendation on the relationship of the Petition to factors 2, 3, and 5 of §190.005(1)(e}, F.S. The analysis is as follows:

Factor 2 (Section 190.005(1)(e)2, F.S.)
Whether the establishment of the COD is inconsistent with any applicable element or portion of the state comprehensive plan or of the effective local government comprehensive plan?

\

C-·

Relationship: The Amended Cypress Bluff COD is not inconsistent with the applicable elements or portion of the state and local comprehensive plans. See additional information below.

5. Eliminate needless duplication of, and promote cooperation in, governmental activities between, among, and within state, regional, county, city, and other governmental units.
11. Encourage government to seek outside contracting on a competitive-bid basis when cost-effective and appropriate.

2030 Comprehensive Plan Capital Improvements Element Policy 1.2.2
The City shall continue to explore the feasibility of alternative financing mechanisms to facilitate the availability of public facilities. This shall include a feasibility review of dedicating a portion of the ad valorem taxes specifically for capital improvements.

Future Land Use Element
Policy 1.2.7
The City shall, through joint participation agreements, among federal, State, and local governments, and the private sector, as appropriate, identify and build needed public facilities, and allocate the costs of such facilities in proportion to the benefits accruing to each.

/

(_-

C:

Intergovernmental Coordination Element
Goal 1
Coordinate the planning and policy making of the City with that of the surrounding municipalities, county, regional, State, federal and special authority governments to ensure consistency in development and in the provision of services and to implement the goals, objectives and policies of the 2030 Comprehensive Plan.

Factor 3 (Section 190.005(1)(e)3, F.S.)
Whether the area of land within the proposed district is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community?

Relationship: The area of land within the district, as amended appears to be of sufficient size, sufficiently compact, and sufficiently contiguous to be developed as one functional interrelated community.

This factor considers whether the land area to be served by a COD can be serviced efficiently and effectively by one entity. Considerations include the geographic location of the land, its topography, underlying natural and political boundaries, etc. and all the foregoing considerations are interrelated. For example, a COD found to be of insufficient size where located far from the urban services area may be of ideal size for an urban redevelopment or a commercial infill project.

()

(....\     ..

Relationship: The statements within the local petition to amend the boundary of the Cypress Bluff COD appear to be true and correct.

The Petitioner has provided an executed and notarized statement claiming that the Petition is true and correct. Notwithstanding, the Council is not bound by these findings and may find the statements, attachments and documentation are incomplete and/or insufficient to permit fair debate, or are not adequately truthful and correct so as to permit informed consideration.

Factor 4 (Section 190.005(1)(e)4, F.S.)
Whether the COD is the best alternative for delivering the community development services and facilities to the area that will be served by the COD?

Relationship: The Cypress Bluff COD, as amended, appears to be the best alternative for delivering the community development services and facilities to the area.

c:,

This factor provides the Council with discretion concerning whether to grant the Petition and establish the COD. Proper consideration of this factor requires that the Council consider the prospect of the COD providing certain proposed systems and facilities to service the underlying development against other available alternatives including those both public (e.g. City's creation of a dependent special district or Municipal Service Benefit Unit, etc.) and private (e.g. homeowners association, developer funding, etc.) The Department considered these alternatives in relation to the benefits to the City and to the intended residents; the
. benefit to the Petitioner is presumed.

The Department has determined the COD, as amended, is the best alternative to the City and intended residents for servicing the development. Given the information provided to date, the Department does not have concerns about the modification of the Cypress Bluff COD.

Factor 6 (Section 190.005(1)(e)2, F.S.)
Whether the area that will be served by the COD is amenable to separate special­ district government?

Relationship: The area that will be served by the Cypress Bluff COD, as amended, appears to be amendable to provide a separate special-district government.

This factor considers the land area viewed in relation as to whether it will be governed efficiently by a separate special district, the COD. The Department finds
. the land area is amenable to separate special district government. Therefore, the Department makes a positive finding on this factor because the development is an autonomous, residential development contained solely on contiguous parcels.

-	)
Smith, Jessica	

From:
Sent:
To:
Cc: Subject:
Attachments:

Matthews, Jessica
Thursday, September 05, 2019 8:47 AM
Smith, Jessica; Lopez, Staci; Wilkes, Melanie; Cockrell, Brooke Matthews, Jessica
FW: Cypress Bluff addition petition
DOCS-#582186-vZ-
Notice_of_Boundary_Amendment_Ordinance_Hearing_ -_Cypress_Bluff.DOCX

This bill has a ph date, I already put it in the system. Jessica please print and file for the record and make sure.

From: Katie Buchanan [mailto:KatieB@hgslaw.com]
Sent: Tuesday, September 03, 2019 2:55 PM
To: Grandin, Susan
Cc: Sarah Warren; Smith, Bernadette; Katie Ibarra; Owens, carol; Matthews, Jessica
Subject: RE: Cypress Bluff addition petition

E>'.TERNAL EMAIL This email originated from a non-COJ email address. Do not click any links or open any attachments unless you trust the sender and know the content is safe.

Susan, see attached. Please let me know if you need anything further. Thanks, Katie.

From: Grandin, Susan <SGrandin@coj.net>
Sent: Friday, August 30, 2019 3:39 PM
To: Katie Buchanan <KatieB@hgslaw.com>
Cc: Sarah Warren <SarahW@hgslaw.com>; Smith, Bernadette <BSmith@coj.net>; Katie Ibarra <Klbarra @hgslaw .com>; Owens, Carol <COwens@coj.net>; Matthews, Jessica <JMatthews@coj.net>
Subject: RE: Cypress Bluff addition petition Katie,
Could you get me the Notice form for this one? It is Ordinance 2019-599.

It should be noticed for the third reading of Council in order to comply with Sec. 92.10 and Sec. 92.11, Ordinance Code, that requires the Committees to report on their findings to full Council for the public hearing. Since it was introduced on 8/27/ 19, the third read should be 9/24/19.

Thanks.

Susan C.  Grandin Assistant General Counsel City of Jacksonville
117 W. Duval Street, Suite 480
Jacksonville, FL 32202
{904) 255-5097

From: Katie Buchanan [ma ilto:KatieB@hgslaw.com]
Sent: Thursday, August 15, 2019 9:15 AM

To: Grandin, Susan
Cc: Sarah Warren; Smith, Bernadette; Taylor, Kim
Subject: RE: Cypress Bluff addition petition

F:- TER: J.t'.L EMAIL· This email originated from a non -COJemail address. Do not click any links or open any attachments unless you trust the sender and know the content is safe.

Susan,

Similar to other neighborhood roads within the District's existing boundaries, the  roads may be owned by either the COJ or HOA. If the road is owned by the COJ, the  HOA may install enhanced landscaping adjacent to the neighborhood roads. But it would be the HOA's responsibility (not the City's) to maintain the enhancements.

Please let me know if you have any further questions. Thanks, Katie.

Katie S. Buchanan

Hopping Green & Sams, P.A.

119 South Monroe Street, Suite 300 Tallahassee, FL 3230I
850.222.7500 I hgslaw.com I Attorney Bio

Notice: The information contained in thjs e-maiJ message is Attorney/Client Privileged and confidential information intended only for the use of the individual or entity named above . If the reader of this message is not the intended recipient, you are hereby notified that any dissemination. dfatribution, or copying ofthls communication is strict ly prohlbited. lfyou have received this communication in error, please immediately not ify us by telephone at (850) 222-7500 and delete the original message. Thank you.

From: Grandin, Susan <SGrandin@co j.net> Sent: Wednesday, August 14, 2019 11:59 AM To: Katie Buchanan <KatieB@hgslaw.com >
Cc: Sarah Warren <SarahW@hgslaw.com>; Smith, Bernadette <BSmith@co j.net >; Taylor, Kim <KTAYLOR@ co j.net>
Subject: Cypress Bluff addition petition Katie,
I'm reviewing the petition and have a question. In Exhibit 8, for Neighborhood Roads for the Addition it says that COJ/HOA will bethe owner and maintenance entity. In the footnote it says that the HOA may provide "enhanced maintenance." What does that entail?

Susan C. Grandin Assistant General Counsel City of Jacksonville
117 W. Duval Street, Suite 480
Jacksonville, FL 32202
{904) 255-5097

Disclaimer regarding Uniform Electronic Transactions Act {UETA) (Florida Statutes Section 668.50): If this communication concerns negotiation of a contract or agreement, UETA does not apply to this communication; contract formation in this matter shall occur only with manually-affixed original signatures on original documents.

NOTICE OF PROPOSED ORDINANCE 2019-599 AND OF PUBLIC HEARING

The City Council of the City of Jacksonville, Florida, is holding a public hearing to consider the following Ordinance:

ORDINANCE 2019-599

AN ORDINANCE AMENDING THE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRlCT'S BOUNDARY, PURSUANT TO SECTION 190.046, FLORJDA STATUTES, AND CHAPTER 92, ORDINANCE CODE, TO REMOVE APPROXIMATELY 24.19 ACRES FROM THE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRJCT; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE.

City Council -  Public Hearing
Tuesday, September 24, 2019 at 5:00 PM

One public hearing will be held on the abovementioned date and time at the City of Jacksonville Council Chambers, City Hall at St. James, 117 West Duval Street, 1st Floor, Jacksonville, Florida 32202, before the full City Council of the City of Jacksonville, Florida ("City Council") to consider the elements of a petition ("Petition") filed by Cypress Bluff Co=unity Development District ("Petitioner"), to consider the adoption of Ordinance 2019-599, amending the Cypress Bluff Co=unity Development District, as authorized and provided for in Chapter 190, Florida Statutes. A copy of the Petition and the proposed ordinance may be examined in the Office of Legislative Services Division of the City Council, Suite 430, City Hall, 117 West Duval Street, Jacksonville, Florida 32202 on weekdays between the hours of 8:00 a.m. and 5:00 p.m. All interested parties are notified to be present at said time and place, and they may be heard with respect to the proposed ordinance.

Dated this  		day of  	_,2019
Council of the City of Jacksonville Attest: Cheryl L. Brown
Council Secretary

..(\.;._vi	l)

117 West Duval Street City Hall, S.uite 425 Jacksonville, FL 32202
FAX (904) 255-5229

JEFFREY R. CLEMENTS
Chief of Research
(904) 255-5137

   Rl1'r,

l

/

CITY COUNCIL RESEARCH DIVISION
LEGISLATIVE SUMMARY

Bill Type and Number: 2019-599

Introducer/Sponsor(s): Transportation, Energy & Utilities Committee

Date oflntroduction: August 27, 2019 Committee(s) of Reference: LUZ, NCSPHS, TEU Date of Analysis: August 27, 2019
Type of Action: Ordinance amendment

Bill Summary: This bill grants the petition to amend the boundary of Cypress Bluff Community Development District approximately 24.19 acres to the Cypress Bluff Community Development. Chapter 92, Section 92.22 Ordinance Code is amended to reflect the additional boundary acreage.

Background Information: Pursuant to Chapter 92, Ordinance Code, and Sec. 190.046, F.S., the Board of Supervisors of the Cypress Bluff Community Development District, has by District Board Resolution 2019-07, petitioned the City of Jacksonville to amend the District's boundaries to add approximately 24.19 acres to the District. The required fee to defray the City's cost of review and consideration  related to the Petition to Amend the Boundary of the Cypress Bluff Community Development District has been paid. Th_e Office of General Counsel prepared the Final Report of Counsel, which states that_ the Petition is sufficient and complete to permit the fair and informed consideration of the matter by the City Council. City Council has considered the Petition in light of the record developed at the public hearing and fmds there is good reason to grant the request as petitioned.

Policy Impact Area: Cypress Bluff Community Development District

Fiscal Impact: No direct cost to the City

Analyst: Hampsey

()	C)	2Dl9-599

PETITION TO AMEND THE BOUNDARIES OF THE CYPRESS BLUFF COMMUNITY
DEVELOPMENT DISTRICT
'

Submitted by: HOPPING GREEN & SAMS, P.A. Katie S. Buchanan
Florida Bar No. 14196 Sarah S. Warren Florida Bar No. 88999
119 South Monroe Street, Suite 300
Tallahassee, Florida 32301
Phone (850) 222-7500
Fax (850) 224-8551
Counsel foi Petitioner

0	()
BEFORE THE CITY COUNCIL CITY OF JACKSONVILLE, FLORIDA

INRE:	A Petition  to Amend the Boundaries of the	)
Cypress.Bl uff Community Developme_nt	)
District	)
 		)

PETITION TO AMEND THE BOUNDARIES OF THE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT

Petitioner, Cypress Bluff Community  Development  District,  a  unit  of  special  purpose local government established pursuant  to  the  provisions  of  Chapter  190,  Florida  Statutes,  and City of Jacksonville Ordinance No. 2018-335-E ("Petitioner"  or '.'District"), hereby  pe_tit ions  the City Council of the City of Jacksonville pursuant to t_he  "Uniform  Community  Development District   Act   of   1980,"   Chapter   190,   Florida   Statutes,   to   adopt   an   amendment   to  City of

.

Jacksonville Ordinance No. 2018-335-E, to add approximately 24.19 acres of land to the District.
'	.

In support of this petition, Petitioner states:

I. Location and Size. The District is located entirely within the City of Jacksonville, Florida. The District currently covers approximately I,249.73 acres of land. The District is generally located immediately to the east of U.S. Highway 9B, south of R.G. Skinner Parkway, and north of Philips Highway. - The cmTent metes and bounds description of the external boundaries of the existing District, as well as a general location map of the existing District, is set forth in Composite Exhibit I. A me_  tes  and bounds description of the ]ands.to be added  to the District ("Expansion Parcel"), which comprises approximately 24.19 acres, is set forth in Composite Exhibit 2, as well as a map identifying the general location of the Expansion Parcel. Subsequent to the proposed expansion of the District, the District will encompass approximately 1,273.92 acres in total. Composite Exhibit 3 contains the metes and bou_nd s description of the District boundary, as amended, as well as· a general location map of the District, as amended.

0	C)

2. Landowner Consent. Petitioner has obtained the written consent of one hundred  percent of the owners of the lands comprising the Expansion Parcel to amend the boundary of the District as set forth in this Petiti on. Documentation of this consent is attached hereto in Exhibit
The favorable action of the Board of Supervisors of the District constitutes consent for all

other lands pursuant to Section 190.046(1)(g), Florida Statutes, as is evidenced by the District's submission of this Petition and Resolution 2019-07, attached hereto as Exhibit 5.
Future Land Uses. The designation of future general distribution, location and extent of the public and private land uses proposed for the District's amended boundary by the Future Land Use Element of the City of Jacksonville's Comprehensive Plan are shown  on Exhibit 6. Amending the boundary of the District in the manner proposed is consistent with the adopted applicable Comprehensive Plan.
Major  Water  and  Wastewater   Facilities and  Outfalls.	Composite Exhibit 7

shows  the  pre-development  drainage  patterns  and  existin.g  and  proposed  major  trunk  wate.r

mains, sewer interceptors and outfalls, if any, for the Expansion Parcel. A utility service agreement with JEA confirming the availability of potable water and sanitary sewer mains for development of the lands within the Expansion Parcel is also included in Composite Exhibit 7.
District  Facilities  and Services.	Composite  Exhibit  8 identifies  the  type of

facilities Petitioner presently expects the District to finance, construct, acquire or install, as well as the ultimate expected owner and entity responsible for maintenance, for the lands within the Expansion Parcel. The estimated costs of these facilities (and an annual outlay of such costs) are shown in Composite Exhibit 8. At present, these improvements are estimated to be made, constructed and installed in one phase over the time period from 2019 through 2021. Actual construction  timetables  and  expenditures  will likely  vary, due in  part  to  the effects of  future

changes in the economic conditions upon costs such as labor, services, materials, interest  rates and market conditions as contemplated and allowed by Section 190.005(l )(a), Florida Statutes. It
is contemplated that the District shall exercise those spedal powers relating  to  parks  and facilities for recreational uses as contemplated by Section 190.012(2)(a), Florida Statutes, and secmity as contemplated by Section 190.012(2)(a), Florida Statutes, as granted by City of Jacksonville Ordinance 2019-434.
Statement of Estimated Regulatory .Costs. Exhibit 9 is the statement of estimated regulatory costs ("SERC") prepared in accordance with the requirements of Section 120.541, Florida Statutes : The SERC is based upon presently available data. The data and methodology used in preparing the SERC accompany it.
. Authorized Agent. The Petitioner is authorized to do business in the State of Florida. The authorized agent for the Petitioner is Katie S. Buchanan. See Exhibit 10 - Authorization of Agent. . Copies of all correspondence and official notices should also be sent to:
Katie S. Buchanan, Esq.
HOPPING GREEN & SAMS, P.A.
119 S. Monroe Street,Suite 300 (32301) Post Office Box 6526
Tallahassee, Florida 32314

Affidavit of Petition. The Petitioner ha.<; reviewed the contents of this petition and has executed the Affidavit of Petition regarding the tmth and accuracy of the information contained herein. The affidavit is contained in Exhibit 11.
Pursuant to Section 190.046(1)(c), Florida Statutes, the City must review the petition against the factors set forth in Section l 90.046(l)(a), Florida Statutes.
Accordingly, this petition to amend the boundaries of the District should be granted for the following reasons:

0

Amendment of the District and aU land uses and services planned within the District as a.mended are not inconsistent with applicable elements or portions of the adopted State Comprehensive Plan or the local Comprehensive Plan .
The area of land within the Distric t, as amended, is part of a planned community.

The District, as amended, wiJJ continue to be of sufficient size and sufficiently compact and contiguous to be developed as one functional and interrelated community.
The District, as amended, remains the best alternative for delivering community development services and facilities without imposing an additional burden on the general population of the local general-purpose government.
The community development services and facilities of the Distrkt; as amended, will not be incompatible with the capacity and use of existing local and regional community development services and facilities.
The area to be served by the District, as amended, will continue to be amenable to separate special-district government.
WHEREFORE, Petitioner respectfully requests the City Council of the City of Jacksonville to:
schedule a public hearing in accordance with the requirements of  Section 190.046( l)(b), Florida Statutes (20 l 8 );
amend the boundary of the District, as established and amended by City of Jacksonville Ordinance No. 2018-335-E, pursuant to Chapter 190, Florida Statutes;
grant such other relief as appropriate.

[Remainder of page left intentionally blank]

RESPECTFULLY SUBMITTED,  this  \sday of	   s.t	,2019.

HOPPING GREEN & SAMS, P.A.

Katie S. Buchanan Florida Bar No. 14196 Sarah S. Warren Florida Bar No. 88999
I I 9 South Monroe Street, Suite 300 Tallahassee, Florida 3230 l
Phone (850) 222-7500
Fax (850) 224-8551
Counsel for Petitioner

1

w•Nw.rmangas.com
lei  904-642-8550 • fax 904-642-4165
i 4775 Old SL Augustine Road• Jacksonville, Florida 32258

Revised December 14,2017
September 1, 2017 E-Tom1
Page I of 4

\V.O. No.17-160.01 File No. 124B-22.01 A

Cypress Bluff CDD Parcel

A portion of Sections 32 and 33, To,vnship 3 South, Range 28 East, together with a portion of Sections 4, 5, 8 and 9, To,mship 4 South, Range 28 East, Duval County, Florida, being more particularly described as follows:

For a Point of Reference, conm1ence at the Northwest corner of said Section 33; thence Nonh 88°37'28" East, along the N01thcrly line of said Section 33, a distance of 1343.30 feet to the Point of Beginning.

From said Point of Beginning, thence continue North 88°37'28" East, along said Northerly line of said Section 33, a distance of289.49 fee1; thence South 07°44'34" East departing said Northerly line,  1305.77  feet;  thence  South  13°31'53"  East,  2389.14  feet;  thence  South  04°33'08" West,
1865.63 feet; thence South 18°03'25" West, 1232.39 feet; thence South 05°12'52" East, 2061.31
feet; thence South 19°40'49" West, 3784.88 feet; thence South 04°56'56"  West,  366.20  feet; thence South 89°37'47" West, 1624.99 feet; thence South 00°22'13" East, 418.JO  feet;  thence South 88°55'30" West, 1799.90 feet to a point  lying on the Easterly  limited  access right of way line of State Road No. 9B, a 400 foot limited access right of way per Florida Department of Transp011ation right of way map Section 72002-2513, Financial Project No. 209294-1; thence Northerly along said Easterly limited access right of way line the following 3 courses: Course 1, thence North 14°27'30" West, 403.98 feet to the point of cnrvatnre of a curve concave Easterly having a radius of 5529.58 feet; Course 2, thence Northerly along the arc of said curve, through a central angle of 14°09'36", an arc length of 1366.57  feet to  the point of tangency  of said curve, said arc being subtended by a chord bearing and distance ofNorth 07°22'42" West, 1363.10 feet; Course 3, thence North 00°17'54" West, 1535.00 feet to a point of intersection with the Easterly limited access right of way line of State Road No. 9A, a variable width limited access right of way per Florida Department of Transportation rig,'lt of way map Section 72002-2511, Work Program Identification No.2114883, said point also being on a non-tangent  curve concave  Westerly  having a radius of 3000.00 feet; thence N011herly along said Easterly limited access right of way line the following 4 courses: Course I, thence Northerly, departing said Easterly  limited  access right  of way line of State Road No. 9B and along the arc of said curve, through a central  angle  of 29°3I'23", an arc length of 1545.82 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance ofN011h 07°27'47" East, 1528.78 feet; Course 2, thence · North 07°17'54" West, 984.62 feet io the point of curvature of a curve concave Easterly having a

SURVEYORS• PLANNERS• CIVIL ENGINEERS
Jacksonville, Florida

Revised December 14, 2017
September 1, 2017 E-Tom1
Page 2 of4

W.O. "io. l7-160.01
FileNo.1248-22.01..\

Cypress Bluff CDD Parcel (continued)

radius of 11600.00 foet; Course 3, thence Northerly along the arc of said curve, tlu·ough a cenrral angle of07°00'00"'. an arc length of 1417.21 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance  ofNonh  03°47'54" West, 1416.33 feet; Course 4, thence Nonh 00°17'54·• West, 5839.87 feet to its intersection with the Southwesterly right of way line of R.G. Skinner Parkway, a 110 foot right of way as presently established; thence Southeasterly along said Southwesterly right of\vay line the follov,·ing 3 courses; Course 1, thence Southerly departing said Easterly li1nited access right of way line and along the arc of a curYe conc,we Easterly having a radius of300.00 feet, through a central angle of 43°17'06", an arc length of 226.64 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 21°56'27" East, 221.29 feet: Course 2, thence South 43°35'00'' East, 446.83 fret to the point of curvature of a curve concave Northeasterly having a radius of 600.00 feet; Course 3. thence Southeasterly along the arc of said curve, through a central angle of 25°15'01", an arc length of264.42 feet co the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 56°12'3 I" East. 262.29 fcct: thence South 68°50'0]" East. continuing aiong said Southwesterly right of,vay line, 263.07 foet to a point lying on the boundary line of those lands described and recorded in Official Records Book 14340, page 1S09, of the cunent Pub1ic Records of said county; thence Southerly along said boundary line the foUowing 62
courses: Course  L thence South 56°47' I 9" West. departing said Southwesterly right of way line,
34.93 feet; Course 2, thence South 59°53 '26" West, 60.77 feet; Course 3, thence South 28°07'3T' West, 63.38 teet: Course 4. thence South 36°12'31" \Vest, 52.77 feet; Course 5, thence South 44°25'16" West, 53.99 feel: Course 6, thence South 60°24' J 3" West, 59.40 feet: CoLU"se 7, thence South 37°46'20" West, 47.85 feet; Course 8, thence South 12°02'36" East, 52.58 feet; Course 9, thence South 13°05'33" East, 42.42 feet; Course l 0, thence South J 6°44'0 I" West, 33.11 feet: Course 11, thence South 18°07'14" West, 49.93 feet; Course 12, thence South 23°19·4y West,
58.13 feet; Course 13, thence No1th 84°25'00" West, 84.95 feet; Course 14, thence South 00°24'25" East, 68.26 feet; Course 15, thence South 81°52'44" East, 73.42 feet: Course 16, thence South 35°00'24" East, 50.94 feet; Course 17, thence South 42°29'2T East, 63.28 feet; Course 18, thence South 72''15'25" East, 65.91 feet; Course 19, thence North 73°27'14" East, 68.75 feet; Course  20, thence  North 51°47'07"  East,  59.88 feet: Course  21, thence  North  65°14'07"  East,
63.44  feet;  Course  22,  thence  South   44°57'44"  East,   51.37   feci;   Course  23,  thence South
4 l 0 27' 0,0;	East, 50.99 feet; Course 24, thence North 68°09' 16" East, 90.76 feet; Comse 25, thence
North 00°26'34'' West, 52.95 feet: Course 26, thence No1th 39°25'04'' West, 59.68 feet; Course
27, thence No11h 46°31 '57" East, 62.01 feet; Course 28, thence North 50°00'38" East, 57.16 feet;
Course 29, thence  Nolth 88°38'44" East, 49.62 feet: Course 30, thence South 67°2 l '23" East,
54.16 feet; Course 31, the.nee South 14°50'50" East, 56.43· foet; Course 32, thence South 48°06'29" East, 55.42 feet; Course 33, thence South 04°06'11•· East, 57.55 feet; Course 34, thence South 38°52'42" Wesi, 48.46 feet; Course 35, thence South 08°09'16" West, 60.88 feet; Course 36, thence South 29°03'41" East, 51.97 feet; Course 37, thence South 07°4i '54" East, 90.90 feet; Course 38, th nce South 75°57'3 l" East, 33.30 feet; Course 39, thence South 80°17'39" East,

Revised-December 14, 2017
Septen1ber l, 2017
E-Town
Page 3 of4

\V.O. No.17-160.01 File No. 124B-22.0lA

Cypress Bluff CDD Parcel (continued)

50.60 feet; Course 40, thence N01th 57°17'36"" East, 58.75 feet: Conrsc 41, thence Norrh 17°44•  41" East, 38. I 9 foet; Course 42, thence North 41°44'07" East, 55.9 I foet; Course 43, thence South 78°0 l '28" East, 36.71 feet; Course 44, thence North 76°54'19" East. 50.12 feet; Course 45, thence South 78°17'09" East, 69.51 feet; Course 46, thence North 85°04'13" East, 33.16 feet; Course  47,  thence North 35°50'17"  East,  30.71  feet; Course  48, thence  North  05°06'56" East,
69.39 feet; Course 49, thence North 25°14'24" East, 59.38 feet; Course 50, thence N01th 36°08'27" East,  68.Sl  feet; Course  5l,  thence  Nonh 42°1s·I 1•·  West,  56.04  feet; Course  52,
thence  Nonh  01°48'23" East, 43.34 feet; Course 53, thence South 71°57'16" East, 5130 feet:
Course 54, thence South 45°25'16" East, 54.76 feet; Course 55. thence South 19°52'56" West,
39.91 feet; Course 56. thence South 14°36'39" East, 42.26 feet; Course 57, thence  South 40°20'23" East, 57. lO feet; Course 58, thence SouLli 59°04'\8" East, 52.23 fret; Course 59. thence South i3°07'44'' East, 44.38 feet; Course 60, thence South '.24°46'40'' East, 56.39 feet; Course 61, thence South 26°06'15" East, 32.51 feet; Course 62, thrnce South 02°12'11•· West, 41.80 feet; thence South 45°09' 13" East, departing said boundary line, 35.48 feet to the Northeast corner of tl.105e lands described and recordd in Official Records Book 14863, page 469, of said cmrent Public Records; thence North 89°59'26" West, along the Northerly line of said Official Records Book 14863, page 469, a distance of 70.00 feet to the Northwest corner thereof; thence South 00"00'34" West, along the Westerly Line of last said lands, 65.00 feet to the Southwest comer thereof: thence South 89°59'26" East, along the Southerly line of said land_s, 70.00 feet to the Southeast corner thereof, said comer lying on said South"vesterly right of way linC of R .G. Ski.oner
.Parkway; thence South 00°00'34" \Vest, along said Southwesterly right of way line,  107.34 feet to a point lying on the Southerly terminus of said R.G. Skinner Parkway; thence South 89°59'26'' East, departing said Southwesterly right of way line and along said Southerly terminus,  110.00 feet to a point lying on the Southerly line of said Otlicial Records Book 14340, page 1809; thence Easterly and Northerly along the Southerly and Easterly lines of last said lands the following 62 courses: Course L thence South 00°00"34" West, depm1ing said Southerly terminus, 145.55 feet; Course 2, thence South 89°59'26" East, 2280.15 feet; Course 3, thence North 07°41'27" West,
12.17 feet; Course 4, thence No11h 20°26'25" West, 28.98 feet; Course 5, thence North 06°37'03" East, 35.94 feet; Course 6, thence North 26°09'20" East, 47.24 feet; Course 7, thence Nmth 10°50'26" East, 18.12 feet; Course 8, thence North 19°27'45" East, 19.37 feet; Course 9, thence North 10°56'37" East, 57.23 feet; Course 10,  thence North  31°50'19"  West,  53.99 feet; Course 11, thence North 25°51'04" West, 36.99 feet; Course l'.2, thence North 29°13'43"  West,  21.65 feet; Conrse 13, thence North 71°51'12" West, 34.33 feet; Course 14, thence North 04°17'54'"  East, 38.71 feet; Course 15, thence No1ih 00°16'03" East, 31.09 feet; Course 16, thence Nmth, 16°06'04" East, 32.18 feet; Course 17, thence North 20°33'04" West. 21.97 feet;  Course  18, thence North 56°02'19" West, 40.42 feet; Course 19, thence North 02°24'10" West. 36.61 feet; Course 20, thence North 02"52'24" East, 35.41 feet; Course 21, thence Nonh 00°06'57" East,
45.28 feet; Course 22, thence Nonh 08°57'28'' East, 54.79 feet; Course 23, thence North 06°50'55" West, 38.58 feet; Course 24, thence North 14°46'17" East, 32.02 feet; Course 25,

Revised December 14, 20 l 7
September 1, 2017 E-To,q1
Page 4 of4

\V.O. No.17-160.01 File No. 124B-22.0L'\

Cypress BluffCDD Parcel (continued)

thence North  24..'. 3g:3{r  East,  .38.36  feet; Course  26: thence  North  21°16 45"  East  42.29 feet;
Course 27, thence.North 46°41'48" East, 24.93 feet;  Course  28,  thence  North  09°37'57"  East, 38.41· fret; Course 29. thence  North  40°13'5(1'"  EasL  35.75  feet:  Course  30,  thence  Nonh 25;)36' 12:· East; 31.37 feet; Cours .31 thence Norrh 21°l 8'20i: East, 52.69 feet; Course 32, thence North  30°5] '04"  West,  51.14  feet:  Course  33,  thence  North  62°04'55"  West,  46.62  !eet: Course
34, thence North 18°00'39'' West, 57.14 feel: Course 35, thence North 25°51'03"  West, 51.16  fret; Cow·se 36, thence North 64°02'20" Wes,, 56.18 feet; Course 37, thence North 64°31·59" West  44.40 feet; Course 38. thence  North  45°11'49" \Vest. 58.29  feet; Course 39,  thence North
37°43'23"  West,  68.80  feet: Course  40, thence  North  02°41 '36"  West, 88.50 feet; Course  41,
thence North 02°06'49" West, 73.09 feet; Course 42, thence North 04°53'38" East, 86.05 feet;
Course 43, thence. North 05°05'30" East, 95.10 feet; Course 44. thence North 28°50'30" West ss.·14 feet; Course 45. thence North 48 55'5T' West, 68.30 feet; Course 46, thence No1ih 45°34'57"  West,  74.88 feet; Course 47,  thence  No11b  29°56'25"  West, 51.40  feet; Course 48,
thence North 12'05'37" West, 72.07 feet; Course 49, thence North 31°46'26"' East, 28.73 feet;
Course 50.  thence  North  62°21'20''  East, 59.52  feet; Course 51,  thence  Nonh  89°26'28" East,
25.20 .feet; Course 52, ,hence North 82°18'54'' East, 55.94 feet; Course 53, thence South 65°50'59" East, 41.72 feet; Course 54, thence South 66°19'42" East, 49.58 feet; Course 55, thence North 47°17'56" East. 30.64 feet: Course 56, thence North 84°19'39" East, 48.59 foet; Course 57, thence So11th 67°19'52" East, 48.05 feet; Course 58, thence North 57°16'24" East, 26.00 feet; Course ·59, thence  North  89°32'02" East, 47.84  foet;  Course· 60,  thence South 87°36'33"  East
51.75 feet; Course 6L thence North 85°07'24'' East. 50.38 feei: Course 62, thence  North 01°03'43" West, 115.11 feet to the Point of Beginning.

Containing 1249.73 acres, more or less.

SKET( 	) TO ACCOMPANY DESCRIP1f)'I OF
A PORTION OF SECTIONS .32 AND .3.3, TOWNSHIP .3 SOUTH, )i).NGE: 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8  AND  9,  TOWNSHIP  4  SOUTH, RANGE: 28 EAST, DUVAL COUNTY, FLORIDA,
BC/NG IIORC PARTICULARLY OCSCRIBCD IN SCPARATF ATTACHIICHT.

POINT  OF REFERDIC£
NW  CORNCR
OF sccnoN 33	
R.G. SKINNER '%	4,v"'"	N88-s7'2B"f: 289.•s·

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N.ly UN£ <F S£.C11a-i 33 rottr&IIP J SOJ1H flAN(£ 2B EAST
sor.. 'J<"f: 1305.77

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----	----+---f-=ro=MNSHIP 4 SOUTH
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L-1417.21' CB-NOY47'54"W CH•1416.3J'

PROPOSED CYPRESS BLUFF CDD PARCEL
PC	1249.7.3 ACRES±

0	750	1500	3000

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I     1799.90'	
588 '30-W

S04"56'56"W 366.20'
589"37'4,W 162<.99'
S00"22'13"f:    •1s.10'	SHECT 1 OF 5

NOT VALJD MITHOUT THC S/GHA111Rfi AND THt: ORIGINAL RNSED
S/cAl. OF A FLORIDA LJCCIISED SURl£YOI/ AND MAPPER.

--.irl"M.-AIIIOCIATBI,INC.
MllmnOM  •  PLAIINl:D  •  DfflL IMINnu
14-775 Old St. Au9u.sfini, ROGd, JadaonVffle, FL 32258
Tel:  (904) 842-8550	Fax: (904-) 42-4165
Certificate of Authorization No.: LB 3624-
DA?E:· SEPTEIIBER 1, 2017	SCAL£: 1•-1500•

ANDREW i:>!KNl.f'PEI.

PROFESSIONAL SURl£YOI/ AND MAPPER STATE of FLCfllDA LS No. 6511

n File

A. PORTION oF LJn;;; 32	AND 33, TOWNSHIP 3 souTHONGE 28 EAST, TOGE'THER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH,
RANGE  28   EAST,  DUVAL  COUNTY, FLORIDA.

,

-----·-·-·MrA·TC-H-U-N-I: -S-E£-S-H-EE-T-1-------

I

984.62'

l  ND7775f.·w

0	250	500

1000

''"j'

l

.,...

PT

R=J000.00' t£=29'J1'2J" L:c15-f5.B2'

GRAPHIC SCALE IN FEET 1"=500'

CB=N07"27'4r£
/	CH=1528.7B'

I

/	or;'

'	"1o:·y'--J ,,-",.,
Q	ir.; POC

"-(},­

, &I

PROPOSED
CYPRESS BLUFF CDD PARCEL
1249.73 ACRES±

if .,,. "-"-"i"
I

/	..,._..'-..,,Q¼S'<:i/.:..:.,,,a::,.o·
$ 4' -
// /

SE"CTION S		_

---'-------;,"'-+----,-._

""'
i

SE"CTION B

PT

>tn	"'
_J	3::
l/)	-I	D::

.	aOiofOT'::,lo
zz--1   o
?   -...i-;t!f"">
rg1c?i  o
g:;:.!lz

l;I: j

R=5529.58' IFHTJ9'J6" L=1J66.57'

LEGEND: O.R.8. PG.
R/W
LA.R.W. F.P. W.P.I. FDOT
PC

2i->  ?	I
'-'!:.	'\
OFFJCIAL RECORDS BOOK
PAGE	\
RIGHT OF WAY	t
LIMITED  ACCE"SS RIGHT OF WAY	\
FINANCIAL PRO.ECT
KrnK PROGRAM IDENRRCA1ICN Fl.OR/DA DEPJ,RTA/ENT OF 7RANSPORTA.71a-l
POINT OF CURVA7UR£

CB=N07'22'42,.W
CH=r1363.10'

i ;::

:

. l:l
!ili
.  ! "i§'

PT POC R
L
CB
CH

POINT OF TANGE"NCY
POINT ON CURVE"
RA.DIVS	·	\
CWTRAL ANGLE" ARC LENGTH CHORD BEARING CHORD DISTANCE

,, SB_B_-s_s"'•3-o"'·w.,. ,,11"9cc9_,:,9-,,o• -

!
I
l'RO'Alt£D  BY:
ROBE"llT Al, ANGAS ASSOCIATE"S, INC.

SHEET 2 OF S
SEE SHE"ET 1 FOR NOTE"$.
(Rf}ER  NQ• 17-160.01    f'l.E II0· 1248-22.0111. Cl'i'JIIIH 8'f.	D F1t£: I:

t..1175 Ol.IJ ST. ALH;US1JHC ROAD JACKS'OIMUE, Ft JZ15/J (904) 64Z-65!JO CDmFICATt OF AUTHOR1ZA.TlOH ttO. LB ,114

File

A PORTION OF JTIONS 32 AND 33, TOWNSHIP 3 soun[)NGE 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH, RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

POC	S£CnON 29
\	S£CnON J2
I

0	/00	200	400

GRAPHIC SCALE" IN FEET ("=200'

...

PROPOSED CYPRESS BLUFF COD PARCEL 1249.73 ACRES±

S28lJ7'J7"W

O.R.B. 14J40, PG. 1809

SJ7'46'2D'"W
512'02':JS"E 52.58'

O.R.B. 8000, PG. 908

S1B'O'J'14"W 49.9J'
s2J19•42"w sa13•-...
NB4-'25'0D"W • 84.95'
SOD":24-'25"£ 68.26'. BOUNDARY LINE

LJNE TAEff	
UN£	BEARING	WIG1H	
LI	ss6•47'1,s,·w	.H.9J'	
L2	S59-SJ'.?. S"l'I	60.77'	
Ll	581"52"#"£	lJ.42'	
L<	SJS"00'2•V£	S0.9-f,'	
LS	S42'29'2'rE	6].28"	
L6	57215'25"£	6S.91'	
L7	N7J'27'14T	6B.75•	
LB	NSt"47'Dn!	59.B8'	
L9	N6s1,:.·or£	6J.,U'	

UNE TABLE	
UN£	BEARING	L£NG1H	
LIO	S<U'57'44-"E	51,37'	
w	S41'2700"£	50.99'	
L12	N68'09'16'c	90.76'	
Lf.:J	ND0"2.6'J4•w	52.95'	
L14	N39"'25'04"W	59.68'	
LIS	N46'J1'Sr£	62.01'	
L16	NSDVO'JB"E	57.16'	
Ll7	NBB'JB"#"E	49.62'	

MATCHUNE SEE SHEET 1

.......----..	16
r::R.B. BOO
/	PG.  908 u, \

LEGEND: O.R.B. PG.
R/W
L.AR.W.

•

PC PT POC R
L C8 CH
l7

14J40, PG. 1809

OFFICIAL RECORDS BOOK
PAGE:
RIGHT OF WAY
UM/TED ACCESS RIGHT OF WAY
POiHT OF CURVAWRE POINT OF TANGENCY POINT ON CURI,£ RADtUS
C£NTRAL ANGLE ARC LENGTH CHORD BEARING CHOl?D DISTANCE
TABULATED UNE DATA

SH££T J OF 5
Sff SH££T 1 FOR NOTES.
CfiOc1I' NO.· 17-160.01 Flt£ NO.: 1248-22.0IA £RAMJ BY: ASH C)J) FU: t

PR£PAR£D  BY:
ROBERT M. AN'GAS ASSOCIATES* JHC.
1477.J DUI ST. .1.IJOOSTIHC ROAD MCKS'ONll1U.C FL 32158 (!XU) 1$42-8550 CCR11FICJ.rE OF AlffllORIZAnoH HO. I.B Jl24

UNf: TABLE	
UN£	BEARING	LENGTH	
LIB	S67"21'ZJ"F	5.f.16'	
LJ9	S14"50'50"F	56.4.J'	
L20	548"06'29.£	55.42'	
L21	504-"06'11·£	57.55'	
L22	SJB'S2'4z·Iv	48.46'	
L2J	S08'09'15.W	60.88'	
L2<	529"0J'4-1·t::	51.97'	
L25	507"41'54'"£	90,90'	
L26	S75'57'J1.£	JJ.Jo'	
L27	SBoi7•39•£	50.60'	
L28	f.1Sn7'J6"E	5B,75'	
L29	N17"44-'41"F	JB.19'	

UN£ T-".BLE	
UNE	8£ARfNG	LENGTH	
LJO	N4J',U.'Or£	55,91'	
LJ!	S78lJ1'28•E	36,71'	
LJ2	N76"54'19•£	so:12·	
LJJ	57817'09•£	69.51'	
LJ<	t-185"04-'IJ•t:	JJ.16'	
LJ5	NJ5"50'17 £	:!D.71'	
LJ6	tJD5"06'56-£	69.J9'	
LJ7	N25i-i-'Z,f.£	59.38'	
LJB	NJ6UB'zr£	68.81'	
LJ9	N42i8'11"W	56.04-'	
uo	ND1'48'2J·£	43.34'	
w	N8!1"59'26•W	70.00"	

A PORTION OF (_JT,oNs .32 AND .3.3, TOWNSHIP :; souTl-i NG£ 28 E:AST, TOGHHF:R WITH A PORTION OF S£CTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH, RANG£ 28 EAST, DUVAL COUNTY, FLORIDA,

0	,qo	400
GRAPHIC SCALE IN FEET
1"=200'

----/
PROPOSED
CYPRESS  BLUFF
CDD PARCEL	O.R.B. 8000,
1249.73   ACRES±	PG, 908

LE:GEND:
0.R.B.	OFFICIAL RECORDS BOOK
PG.	PAGE .
R/W	RIGHT OF WAY
L.A.R.W. UMl1ED ACCESS RIGHT OF WAY
COR	CORNER
PC	POINT OF CUR YATIJRE
PT	POJfJT OF TANGENCY
POC	POINT ON CUR\£
R	RADIUS
CENTRAL  ANGlE
L	ARC LENGTH
CB	CHORD BEARING
CH	CHORD DISTANCE
L1	TABULATED LJNE DATA

PREPAKW BY;
ROBERT M. ANGA.S ASSOCIATES. INC,
SHEET  4 OF 5	U775 01..D st, AUCIJSTIHC ROAD
JACKSOM11L  Fl    JZZ58  {S04) uz-
SEE  SHEET  1 FDR NOTES.	.,	C£RTIFIC.UC OF All1HOR1ZA.ToOH HO. UJ 36Z4	
		l)'lAIIH BY; E!!.._ CAO FU.£:	I:\	•	

I	I	/)
A PORTION OF '--CTIONS 32 AND 33, TOWNSHIP 3 SOUTl-i,-_iANG£ 28 £AST,
TOG£TH£R WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH,
.	RANG£ 28 £AST, DUVAL COUNTY, FLORIDA.

POINT OF BEGINNING	I
1-

i

SECTION 28	 	

Ely UN[----.!

""''	i ili

N1ZW'.37"W 72.07
N29'56'25"W 51,40'--

N.fYM'SrW U.88'
N-#8"55'5J"W 68• .JO'
N2B-so·Jo·w SB.H'­
N05TJ5'JO"E 95.10'-

N04-"53'.38"£ 86.05'

N02TJ6'49•w 73.09'

L50	!

-

L51J	I '" I :i::
i
-
I

0	,qo	2f.!J
GRAPHIC SCALE IN FE'ET
/"=200'

400

N64'31'59"W 4-4.-40''---...

N64-TJ2'20"W 56.18'
N25"S1'03"W 51.16'
N18TJ0'J9"W 57.14-'
N62'04'55"W -#6.62'

LJNE TABI.£

O.R.B. 1-1-340,
PG. 1809

N.J0'51'04"W 51.14' N21"18'20"E 52,69'-	_.
N25'.J6'12"E 31..37'----.
N,f.(J"13'50"£  .35.75' -	'-
N09"37'57"E   .38.41'	.

O.R.B. 8208 1
PG.  652

UN£	BEARING	LE/'IGTrl	
L42	NB218'54.E	SS.94'	
""
L<4	S6S-so•s9•c:
S66"19'(2"E	,f.1.72'
41.58'	
'45	N4717'S6"E	J0.64'	
L<6	118 19'39.E	48.59'	
w	56719'52"1?:	-IB.05'	
L<B	N57"16'2•rE	26.00'	
'49	NB9".J2'02"f:	47.84'	
L5D	S87'J6'3J•E	·s1.75'	
	NBS"07'2,,rf:	50.JB'	
LS2	NOi 'D.J'43"W	115.11'	

,.1
.l.:.J. .i

N-#-6'41'.ffl"E 2-#.9.3'
N21"15"45 £ 42.29'
N24"38'J0"£ .38.36'
NH"-#-6'17"£ .J2.02' N06'50'55"W   38.58'
N0B-Sr2s·E   54.79'
NOOTJ6'5rE 45.28' ND2'52'2,f-"£  35.,f.1'
N02'24-'10"W ..J6.61'-­
N2D"J.J'04"W 21.97'-- ..._
Nt6iJ6'04-"E .32.18'
N0016'03"E .31.D9'­
ND417'54"E Ja72'

PROPOSED CYPRESS BLUFF CDD PARCEL 1249.73 ACRES±

N55'02'19"W
40.42'

N7r51'12"W .34.33'

LfGEND,

PG.

O.R.8.

OFF1CIAL RECORDS BOOK

ili!	N.J1·so·ww 5.J.99'--·)·
l!lI	N10'56'37"E 57.23'---.._
U) •	N19'27'-#-5"£  19.J7'--.	.._

\NE

,..1 .	N10'59'25"£ 18.12'-..-:::J,

PAGE

I

N26TJ9'20"E 47.24'---t

....,. •    S.ly	'ii-

LA.R.W.
PC '
PT
POC
R
L CB CH L1

UM/TED ACCESS RIGHT OF WAY POINT CF CURVATUR£
POINT <X' T,'J/GENCY POINT ON CUR\'E RADIUS
CENTRAL ANGlE. ARC l.ENGTH a/ORD BEARING OiCJID DISTANCE
TABULATED UHE DATA

.	N06"37'0.J"E 35.94-'

!

11-==SB=9-'5=9-'2=6="Ea..22.8.0-.7.5.' ..;,-_.., N20'26'2\5"W

I

N07'41'27"W
12.17'

28.98'

SHEET 5 OF 5
SEE SHEET 1 FOR NOTES.
fKa HQ..:  i7-160.01    FR£ NO· 1218-22.0IA CRAl'JN' B	CAO fU:	t

l'!lEPARED  SY:
ROBERT M. AHGAS ASSOClATES, INC.
14773    OlD  ST. -   AUl;USTIH£   RQ.I.P
.JACICSO/Ml.1.£, FL   3225/J   {904) IU2-tr35a
camm:Arr: ar  A1.11H01NZ.A1Ia1'1 No. LB 3 2,

0	0

2

On File

\v,vw.etminc.com
te! 904-642-8550 •  lax 904-642-4165
14775 Old St. Augustine Road• Jacksonville, Flor id<)l 32258

June 17, 2019
Page 1 of 2

Work Order No. 19-116.00 File No. l 25£-01.00A

Apex Road CDD Parcel

A po1tion of Sections 8 and 9, Township 4 South, Range 28 East, Duval County, Florida, being a portion of those lands described and recorded in Official Records Book 18197, page 1321, of the current Public Records of said county, being more particularly described as follows:

For a Point of Reference , commence at the Southeast corner of said Section 8; thence North 00°34'30" West, along the Easterly.line of said Section 8, a distru1ce of2082.3 l feet; thence North 31°03'3 l '' East, departing said Easterly line , 374.93 feet to the Point of Beginning;

From said Point of Beginning, thence Westerly along the arc of a curve concave Southerly having a radius of 2400.00 feet, through a central angle of 23°29'51", an arc length of 984.26 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 78°37'17" West, 977.38 feet; thence South 89°37'47" 'Nest, 10.74 feet to a point lying on the Easterly right of way line of ETown Parkway, a variable width right of way as depicted on ETown Parkway Phase 1, recorded in Plat Book 72, pages 76 through 82, of said current Public Records; thence along said Easterly right of way line the following 4 courses: Course 1, thence North 00°22'13" West,  175.00 feet; Course  2,  thence South  89°37'47''  West,  225.00 feet;  Course  3,
thence North 45°22'13" West, 212.13 feet; Course 4, thence North 00°22'13" West, 455.39 feet; thence North 89°37' 47" East, departing said Easterly right of way line, along the Easterly line of said ETown Parkway Phase l and along the Southerly line of ETown Parcel E2 Phase One, as recorded in Plat Book 72, pages 110 through 118, of said current Public Records, 1193 .98 feet to its intersection with the Westerly line of Conservation Easement 8, as described and recorded in Official Records Book 18267, page 1141, of said current Public Records; thence Southerly along said Westerly line the following 20 courses: Course l, thence South 12°52'42" East, depa.rting last said Southerly line, 31.45 feet; Course 2, thence South 49°04'] 2" East, 34.92 feet; Course 3, thence
South 06•::i46' 13"  East, 33.44 feet; Course 4,  thence South 75 37'16" East, 34.45 feet; Course 5,
thence South  57°37'04"  East,  24.93  feet; Course 6,  thence  South  39°57'00''  \Vest,  11.l 4 feet;
Course 7, thence South 07°06'04" East, 16.65 feet; Course 8, thence South 74°33'02" East, 26.64

'

feet; Course 9, thence South 24°21 ' 1 91  East, 26.32 feet; Course 10, thence South 30°50'16" East,
38.32 feet; Course 11, thence South 78°l 7'35" East, 35.22 feet; Course 12, thence South 35°32'33" East, 27.38 feet; Course 13, thence South 48°04'33'' West, 19.58 feet; Course 14, thence South 13°39'53" West, 32.03 feet; Course 15, thence South 12°29' 15" East, 21.25 feet; Course  16,  thence South  15°51'38" East, 46.12  feet; Course 17., thence South  0,9°4 0' 08" West..
21.22  feet;  Course  18,  thence  South  14°10'13"  West,  38.58  feet;  Course  19,  thence  South
01°26'03" East, 27.93 feet; Course 20, thence South l3"24'54" West, 42.64 feet; thence South

-

-

ETm

SuruC?4ing & mappingw Inc.	ENGINEERS. SURVEYORS. PLANNER ;3 ;!	_.

0	0

June 17, 2019
Page 2 of2

Work Order No. 19-116.00 File No. 125E-01.00A

Apex Road CDD Parcel (Continued)

14°34'28" East, continuing along said Westerly line and its Southerly prolongation, 58.56 feet; thence South 10°02'43" East, 64.99 feet; thence South 25°30'48" East, 45.36 feet; thence South 26°09'32" West, 28.03 feet; thence South 10°12 ' 31" East, 38.90 feet; thence South 32°26'25"
East, 36.30 feet; thence South 20°30'54" East, 37.44 feet; thence South 03°57'39"  East, 56.77 feet; thence South 08°18'25" East, 58.19 feet; thence South 15°39'26" West, 33.00 feet; thence South 54°46'33" West, 49.02 feet; thence South 48°13'43" West, 50.94 feet; thence South 31°03'3I" West, 17.9.0 feet to the Point of Beginning.

Containing 24.19 acres, more or less.

On File

SKETCH TO ACCOMPANY DESCRIPITON OF
A PORTION OF SECTIONS 8  AND  9,  TOWNSHIP  4  SOUTH,  RANGE  28 EAST, DUVAL COUNTY, FLORIDA, BEING A PORTION OF THOSE LANDS DESCRIBED  AND  RECORDED  IN  OFFICIAL   RECORDS   BOOK   18197, PAGE 1321,  OF  THE  CURRENT  PUBLIC  RECORDS  OF  SAID. COUNTY, 8£/NG MORE PARTICULARLY DESCR/8£0 IN SEPARATE: ATTACHMENT.		
sti	£70tlN PARCEL  £2 PHASE ON£	I
P.B.  72,  PGS. 110-118
rS.lyLINE
iJ,i-1--.!..----- N8:9:"3.7.'4:7."E------ R =--=._=-==-=:·.-.::i--l
1193.98'	CONSERV noN
EASEMENT 8
O.R.B. 18267,
PG. 1141

PROPOSED AP£X ROAD COD PARC£L
24. I 9 ACRfS::t

25'      BUFFER  PARCEL	I
,_;;;;;;,;i,:.;:;.:,:	0.R.8.   18452,	)
Ll	I	-	I
I	\	I
,,' ,::==	'-------1 	L•eS£-£-SLH£t£,T;2--· I LB
L1-
R-2,00;0o:--1	-.....	. :ii'	f. L9
'1=23'29 51	............ .	,_- 	,_S4873'43"W 50.94'
L=984.26'	--j_ S31?>3'3l"W 17.90'
CB~N78"37°17"'N_	/<v '-POINT OF
£Town   PARKWAY  PHASE  ,CH-gl7.:JB	,,, 'f}l /BEGINNING
P,8. 72, PGS. 78-82
---UNE-TA-BLE ---
I-- ---- ---<	O.R.B. 18197,	O.R.8. 14860,
LINE       BEARING	L£NG1H	PG. 1321	PG. 1256
I---+----+	<
L1 SB9"J7'4rW 10.74'
l--+---4	1
L2       N00'22'1J"W        175.00'
Ll      S89'.37'4rW      225.00' L4     N45"22'1J"W     212,tJ' LB        S0818'25"£	58.19'
L9        S15"J9'26"W        3.3.00'
LIO        S54'46'JJ''W         49.02'

LEGEND:
P.8.	PLAT BOOK
O.R.8.	OFFICIAL RECOODS BOOK	PO/HT OF REFFRENCC- -?.-,_
PG.	PAGE	SE: CORH£R	-.,,
R/W	RIGHT OF WAY	OF SE:CT/OH 8	  
PT	POINT OF TANGENCY
R	R,,l,DIUS	,.._,..-,5'	'}9i-
"L	ARC  LENGTH	q,V	,.,.
cel7RAl ANGLE
CB	CHORD B RtNG
CH	CHORD DISTANCE
L1	TABULATED LJNE DATA

G£N£RAL HOTE:S:	0	150	JOO	600
t) THIS IS NOT A SUR'i£Y.
2) BEMINGS BASED ON THE E.AS1ERLY UNE OF	GRAPHIC SCALE IN FEET
SECT10N B AS BDNG NORTH OO"J,f.'JO" IIE"ST.	!"=300'	SHEET 1 OF 2
.		
ETm	THIS lm.t HAS B££N ELECTRONICALLY SIGNED AND ALEO
USING A DIGITAL SIGNATURE, PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONS/DfR.ED SIGNED AND SEALED ANO THE SIGNATUR£ MUST BE \IERIFIED ON ANY £l.£CTRONIC COPIES.

Su•ua inv •map1>inv.inc.	Digital Signature By:
VISION • EXPERIENCE • RESULTS	Damon J. Kel!y, PSM
14775  Old  St.    Augustine   Rood.   Jacksonw1/e, FL. 32258	SCALE:	7•.,100•	DAMON J. KELLY
Te/;"  (904)  642-8550	Fo}(;     (904)  642-4165	PROFESSIONAL SUR'l/c'fal AND MAPPER
Certificate   of   Authar/zatlon   No.:    LB   J624	DA'Tc:	.l/NE 17, 2019	STATE: of nORJDA LS No. 6284		
RDER NO,: 19-116.00    FILE NO.· 12 -01.00A  MANN 8	BAC	CAO FR.£;  I:	Dotn 98 Int	lmd		&flmkn Sketdle:s	Rood cm		

 	n 	,	•

O	ile

 	n	 	n ,1111111 	

'-...../
A  PORTION  OF  SECTIONS  8   AND  9,   TOWNSHIP   4  SOUTH,  RANG£  28
£AST, DUVAL COUNTY, FLORIDA, 8£/NG A PORTION OF THOS£ LANDS D£SCRJB£D  AND  R£CORD£D   IN  OFFICIAL   RECORDS  BOOK   18197, PAG£ 1321, OF TH£ CURRENT PUBLIC RECORDS OF SAID COUNTY.

I
E j	rn,iw PARCEL E2 PHASE ONE .
rf·	P.B. 72, PGS. 110-118
!	S.ly UIIE N89"J7'47"E

1193.98'

1....J.----:;;	--+--.:-:---------------

.,,I

­

.l,:,l.j
itil
_I

S06'46'1J"E 33.#'
s7S"J7'16"E 34.45'
S57"J7'04"E 24.93'
CONSERVATION EASEMENT 8
O.R.B. 18267 , P C. 1141 S24'21'19"E    26.32. '

SJS'J2'JJ"E 27.38'

S-4B'IU.'JJ"W 19.58' S1J'J9'SJ"W 32.0J'

S1S'S1'JB"E 46.12'

PROPOSED APEX ROAD COD PARCEL 2 4. 19 ACR£S:t

S09'.40'08"W 21.22'
S14-'10'1J"W   JS.SB'
S01"26'0J"E   27.9J'

58.56'

S.ly PROI.ONGltTION

S10'02'4-J"E 64.99'

SJ2'26'25"E 36.J0'
I

=•7,.,,

S20'J0'54-"E  1.44  '
Ii

UATCHUNC	SEC SH££T 1-

l'Rtf'AIIED BY:
Elli SURVEYING • MAPPING, INC.
1471S OU) ST. AUCIJSTIHC II0.4D
.IACICSOHVILLE. fL JZZS• (•04) U2... J50
C£1111TJCJon; OF AIITHORIZA1'0H HO. LIi JU4

LEGEND:

LIN£  fABLE	
LIN£	BEARING	LENGTH	
L5	sJ9·57•oo· w	11.14'	
L6	S07"06'0 4 "£	16 . 65'	
Ll	S74 ' JJ'02"£	26 . 64'	
LB	508' 18 '25"£	58.19'	

P.B. 0.R.B. PG.
R/W
PT
R
.4
L CB CH L1

PLAT BOOK
OFFICIAL RECORDS BOOK
PAGE
RIGHT Or  WAY PO/HT Or TANGENCY RADIUS
CEN1TUL ANGLE
ARC LEHG7H CHORD BEARING CHORD DISTANCE:
TABULATED LINE DATA

0	50	100	200

GRAPHIC SCALE IN FEET
1·= 100·

SHEET 2 OF 2

SEE SHEET 1 FOR GENERAL NOTES.

a10CJ1 HO.:   19-  116.00     Fil£ NO.:  125£-0 .OOA  NH    s	CNJ JU:   I:	.    513 /nt	ile

Cypress clluff Community Development District

7/15/2019

0

GENERAL LOCATION

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,--...	Atalantic Coast
High School

LEGEND
[J Existing Cypress Bluff CDD

Expansion Parcel

0

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0	3,000	6,000
FEET

12,000

5ovttt ! ETM, DuYol Cov rttr

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0	0

3

On File Page 23 of 139

www.etmfnc.com
tel 904-642-8550 • fax 904-642-4165
14775 Old St. Augustine Road• Jacksonvflle, Florida 32258

Revised July 23, 2019
September 1, 2017 E-Town
Page I of 5

W.O. No.17-160.01 File No. 124B-22.0JA

Cypress Bluff CDD Parcel

A portion of Sections 32 and 33, Township 3 South, Range 28 East, together with a portion of Sections 4, 5, 8 and 9, Township 4 South, Range 28 East, Duval County, Florida, being more particularly described as follows:

For a Point of Reference, commence at the Northwest comer of said Section 33; thence North 88°37'28" East, along the Northerly line of said Section 33, a distance of 1343.30 feet to the Point of Beginning.

From said Point of Beginning, thence continue North 88°37'28" East, along said Northerly line of Section 33, a distance of 289.49 feet; thence South 07°44'34" East, departing said Northerly line, 1305.77 feet;  thence South  13°31 '53" East,  2389.14  feet;  thence South 04°33'08" West, 1865.63
feet;  thence  South  18°03'25"  West,  1232.39  feet;  thence  South  05°12'52"  East,  2061.31 feet;
thence South 19°40'49" West, 3784.88 feet; thence South 04°56'56" West, 366.20 feet; thence South 89°37'47" West, 431.01 feet to a point lying on the Westerly line of Conservation Easement 8, as described and recorded in Official Records Book 18267, page 1141, of said current Public Records; thence Southerly along said Westerly line the following 20 courses: Course 1, thence South 12°52'42" East, 31.45 feet; Course 2, thence South 49°04' 12" East, 34.92 feet; Course 3,
thence South  06°46'13" East, 33.44  feet; Course  4, thence South  75°37' 16" East, 34.45 feet;
Course 5, thence South 57°37'04'' East, 24.93 feet; Course 6, thence South 39°57'00" West, l l.14
feet; Course 7, the-nee South 07°06'04'' East, 16.65 feet; Course 8, thence South 74°33'02" East,
26.64 feet; Course 9, thence South 24°21'19" East, 26.32 feet; Course 10, thence South 30°50'16" East, 38.32 feet; Course 11, thence South 78°17'35" East, 35.22 feet; Course 12, thence South 35°32'33" East, 27.38 feet; Course 13, thence South 48°04'33" West, 19.58 feet; Course 14, thence South 13°39'53" West, 32.03 feet; Course 15, thence South 12°29' 15" East, 21.25 feet; Course 16, thence South 15°51'38" East, 46.12 feet; Course 17, thence South 09°40'08" West,
21.22 feet; Course 18, thence South 14°10' 13" West, 38.58 feet; Course 19, thence South 01°26'03" East, 27.93 feet; Course 20, thence South 13°24'54" West, 42.64 feet; thence South 14°34'28" East, continuing along said Westerly line and its Southerly prolongation, 58.56 feet; thence South 10°02'43" East, 64.99 feet; thence South 25°30'48" East, 45.36 feet; thence South 26°09'32" West, 28.03 feet; thence South 10°12'31" East, 38.90 feet;  thence  South  32°26'25" East, 36.30 feet; thence South 20°30'54" East, 37.44 feet; thence  South  03°57'39" East, 56.77 feet; thence South 08°18'25" East, 58.19 feet; thence South 15°39'26" West, 33.00 feet; thence

ETm Surua1.1in9 & mapping.Inc.	ENGINEERS•SURVEYORS PLAN ERS•GIS
Page 24 of 139

Revised July 23, 2019
September I , 2017 E-Town ·
Page 2 of 5

W.O. No.17-160.01 File No. 124B-22.0IA

Cypress Bluff CDD Parcel (Continued)

South 54°46'33" West, 49.02 feet; thence South 48°13'43" West, 50.94 feet; thence South 31°03'31" West, 17.90 feet to a point on a curve concave Southerly having a  radius  of2400.00 feet; thence Westerly along the arc of said curve, through a central angle of 23°29'5!", an  arc length of 984.26 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 78°37' 17" West, 977.38 feet; thence South 89°37'47" West, 10.74 feet to a point lying on _the Easterly right of way line of ETown Parkway, a variable width right of way as depicted on ETown Parkway Phase I, recorded in Plat Book 72, pages 76 through 82, of said current Public Records; thence along said Easterly right of way line the following 4 courses: Course 1, thence North 00°22' 13" West, 175.00 feet; Course 2, thence South 89°37'47" West,
225.00 feet; Course 3, thence North 45°22'13" West, 212.13 feet; Course 4, thence North 00°22'13" West, 37.30 feet; thence South 88°55'30" West, departing said Easterly right of way line, 1799.90 feet to a point lying on the Easterly limited access right of way line of State Road No. 9B, a 400 foot limited access right of way per Florida Department of Transportation right of way map Section 72002-2513, Financial Project No. 209294-1; thence Northerly along said Easterly limited access right of way line the following 3 courses: Course I, thence North 14°27'30" West, 403.98 feet to the point of curvature of a curve concave Easterly having a radius of 5529.58 feet; Course 2, thence Northerly along the arc of said curve, through a central angle of 14°09'36", an arc length of 1366.57 feet to the point of tangency of said curve , said arc being subtended by a chord bearing and distance of North 07°22'42" West, 1363.10 feet; Course 3, thence North 00017'54" West, 1535.00 feet to a point of intersection with the Easterly limited access right of way line of State Road No. 9A, a variable width limited access right of way per Florida Department of Transportation right of way map Section 72002-2511, Work Program Identification No. 2114883, said point also being on a non-tangent curve concave Westerly having a radius of 3000.00 feet; thence Northerly along said Easterly limited access right of way line the following 4 courses: Course 1, thence Northerly, departing said Easterly limited access right of way line of State Road No. 9B and along the arc of said curve, through a central angle of 29°31'23", an arc length of 1545.82 feet to the point of tangency of said curve; said arc being subtended by a chord bearing and distance of North 07°27'47" East, 1528.78 feet; Course 2, thence North 07°17'54" West, 984.62 feet to the point of curvature of a curve concave Easterly having a radius of l 1600.00 feet; Course 3, thence Northerly along the arc of said curve, through a central angle of 07°00'00", an arc length of 1417.21 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 03°47'54" West, 1416.33 feet; Course 4, thence North 00°17'54" West, 5839.87 feet to its intersection with the Southwesterly right of way line of R.G. Skinner Parkway, a 110 foot right of way as presently established; thence Southeasterly along said Southwesterly right of way line the following 3 courses: Course I, thence Southerly departing said
Easterly limited access right of way line·and along the arc of a curve concave Easterly having a radius of 300.00 feet, through a central angle of 43°17'06", an arc length of 226.64 feet to the point
of tangency of said curve, said arc being subtended by a chord bearing and distance of South 21°56'27" East, 221.29 feet; Course 2, thence South 43°35'00" East, 446.83 feet to the point of

Revised July 23, 2019
September 1, 2017 E-Town
Page 3 of 5

W.O. No.17-160.01· File No. 124B-22.0lA

Cypress Bluff CDD Parcel (Continued)

curvature of a curve concave Northeasterly having a radius of 600.00 feet; Course 3, thence Southeasterly  along the arc of said curve,  through  a central  angle of 25°15'01",  an arc length  of
264.42 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 56°12' 31'' East, 262.29 feet; thence South 68°50'01" East, continuing along said Southwesterly right of way line; 263.07 feet to a point lying on the boundary line of those lands described and recorded in Official Records Book 14340, page 1809, of the current Public Records of said county; thence Southerly along said boundary line the following 62 courses: Course 1, thence South 56°47'19" West, departing said Southwesterly right of  way  line, 34.93 feet; Course 2, thence South 59°53'26" West, 60.77 feet; Course 3, thence South 28 07'37" West, 63.38 feet; Course 4, thence South 36°12'3l" West, 52.77 feet; Course 5, thence South 44°25'16" West, 53.99 feet; Course 6,  thence South 60°24'13" West, 59.40 feet;. Course 7,  thence South 37°46'20" West,
47.85 feet; Course 8, thence South 12°02'36" East, 52.58 feet; Course 9, thence South 13°05'33"· East, 42.42 feet; Course 10, thence South 16°44'01" West, 33.11 feet; Course 11, thence South 18°07' 14" West, 49.93 feet; Course 12, thence South 23°19'42" West, 58.13 feet; Course 13, thence North 84°25'00" West, 84.95 feet; Course 14, thence South 00°24'25" East, 68.26 feet;· Course 15, thence South 81°52'44" East·, 73.42 feet; Course 16, thence South 35°00'24" East,
50.94 feet; Course 17, thence South 42°29'27" East, 63.28 feet; Course 18, thence South 72°15'25" East, 65.91 feet; Course 19, thence North 73°27'14" East, 68.75 feet; Course 20, thence North 51°47'07'' East, 59.88 feet; Course 21,thence North 65°14'07'' East, 63.44 feet; Course 22, thence South 44°57'44" East, 51.37 feet; Course 23, thence South 41°27'00" East, 50.99 feet; Course 24, thence North 68°09'16" East, 90.76 feet; Course 25, thence North 00°26'34" West,
52.95 feet; Course 26, thence North 39°25'04" West, 59.68 feet; Course 27, thence North 46°31'57" East, 62.01 feet; Course 28, thence North 50°00'38" East, 57.16 feet; Course 29, thence North 88°38'44" East, 49.62 feet; Course 30, thence South 67°21'23" East, 54.16 feet; Course 31, thence South 14°50'50" East, 56.43 feet; Course 32, thence South 48°06'29" East, 55.42 feet; Course 33, thence South 04°06' 11" East, 57.55 feet; Course 34, thence South 38°52'42" West,
48.46 feet; Course 35, thence South 08°09'16" West, 60.88 feet; Course 36, thence South 29°03'41" East, 51.97 feet; Course 37, thence South 07°41'54" East, 90.90 feet; Course 38, thence South 75°57'31'' East, 33.30 feet; Course 39, thence South 80°17'39" East, 50.60 feet; Course 40, thence North '57°17' 36" East, 58.75 feet; Course 41, thence North 17°44'41" East, 38.19 feet; Course 42, thence  North 41°44'07" East, 55.91 feet; Course 43,  thence South 78°01'28" East,
36.71 feet; Course 44, thence North 76°54' 19'' East, 50.12 feet; Course 45, thence South 78°17'09" East, 69.51 feet; Course 46, thence North 85°04'13" East, 33.16 feet; Course 47, thence North 35°50' 17" East, 30.71 feet; Course 48, thence North 05°06'56" East, 69.39 feet; Course 49, thence North 25°14'24" East, 59.38 feet; Course 50, thence North 36°08'27" East, 68.81 feet; Course 51, thence North 42°18' 11" West, 56.04 feet; Course 52, thence North 01°48'23" East,
43.34 feet; Course 53, thence South 71°57'16" East, 51.30 feet; Course 54, thence South 45°25'16" East, 54.76 feet; Course 55, thence South 19°52'56" West, 39.91 feet; Course 56, thence South 14°36'39" East, 42.26 feet; Course 57, thence South 40°20'23" East, 57.10 feet;

Revised July 23, 2019
September 1, 2017 E-Tqwn
Page 4 of 5

W.O. No.17-160.01 File No. 124B-22.01A

Cypress Bluff CDD Parcel (Continued)

Course 58,  thence  South 59°04'18" East, 52.23 feet; Course  59, thence South  l J0  07' 44" East,
44.38 feet; Course 60, thence South 24°46'40"  East,  56.39  feet;  Course  61,  thence  South  26°06' 15" East, 32.51 feet; Course 62, thence South 02°12' 11" West, 41.80 feet; thence South 45°09' 13" East, departing said boundary line, 35.48 feet to the Northeast corner of those lands described and recorded in Official Records Book 14863, page 469, of said current Public Records; thence North 89°59'26" West, along the Northerly line of aid Official Records Book 14863, page 469, a distance of 70.00 feet to the Northwest comer thereof thence South 00°00'34'.' West, along the Westerly line of last said lands, 65.00 feet to the Southwest comer thereof; thence South 89°59'26" East, along the Southerly line of said lands, 70.00 feet to the Southeast corner thereof, said comer lying on said Southwesterly right of way line of R.G. Skinner Park.way; thence South 00°00' 34" West, along said Southwesterly right of way line, 107.34 feet to a point lying on the Southerly terminus of said R.G. Skinner Parkway; thence South 89°59'26" East, departing said Southwesterly right of way line and along said Southerly terminus, 110.00 feet to a point lying on the Southerly line of said Official Records Book 14340 , page 1809; thence Easterly and Northerly along the Southerly and Easterly lines of last said lands the following 62 cour es: Course 1, thence South 00°00'34" West, departing said Southerly terminus, 145.55 feet; Course 2, thence South 89°59'26" East, 2280.15 feet; Course 3, thence North 07°41'27" West, 12.17 feet; Course 4, thence  North  20°2_6  ' 25   "   West,  28.98 .feet;  Course  5,  thence  North 06°37'03'' East,  35.94 feet; Course 6, thence North 26°09'20" East, 47.24 feet; Course 7, thence North 10°50'26" East, 18.12 feet; Course  8, thence  North 19°27'45" East, 19.37 feet; Course 9,  thence North  10°56'37" East,
57.23 feet; Course 10, thence North 31°50' 19" West, 53.99 feet; Course 11, thence North 25°51' 04" West, 36.99 feet; Course 12, thence North 29°13'43'' West, 21.65 feet; Course 13, thence North 71°51'12" West, 34.33 feet; Course 14, thence North 04°17'54" East, 38.72 feet; Course 15, thence No11h 00°16'03" East, 31.09 feet; Course 16, thence North 16°06'04" East,
32.18 feet; Course 17, thence North 20°33'04" West, 2L97 feet; Course 18, thence North 56°02'19" West, 40:42 feet; Course 19, thence North 02°24'10" West, 36.61 feet; Course 20, thence North 02°52'24" East, 35.41 feet; Course  21, thence  North 00°06'57" East, 45.28 feet;
_C      ourse 22, thence  North  08°57'28" East, 54.79 feet; Course  23,  thence  North 06°50'55"  West,
38.58 feet; Course 24, thence North 14°46' lT' East, 32.02 feet; Course 25, thence North 24°38'30" East, 38.36 feet; Course 26, thence North 21°16'45" East, 42.29 feet; Course 27, thence North 46°41'48" East, 24.93 feet; Course 28, thence North 09°37' 57" East, 38.41 feet; Course 29, thence North 40°13'50" East, 35.75 feet; Course 30, thence North 25°36' 12" East, 3L37 feet; Course 31, thence North 21°18'20" East, 52.69 feet; Course 32, thence North 30°51'04"  West,
51.14 feet; Course 33, thence North 62°04'55" West, 46.62 • feet; Course 34, thence North 18°00'39" West, 57.14 feet; Course 35, thence North 25°51'03" West, 51.16 feet; Course  36, thence North 64°02'20" West, 56.18 feet; Course 37, thence North 64°31' 59'' West, 44.40 feet; Course 38,  thence  North  45°11'49" West, 58.29 feet; Course  39, thence  North  37°43'23" West,
68.80 feet; Course 40, thence North 02°41'36" West, 88.50 feet; Course 41, thence North 02°06'49'' West, 73.09 feet; Course 42, thence North 04°53'38" East, 86.05 feet; Course 43,

Revised July 23, 2019
September l, 2017 E-Town
Page 5 of 5

W.O. No.17-160.01 File No. 124B-22.01A

Cypress Bluff COD Parcel (Continued)

thence North 05°05'30" East, 95.10 feet; Course 44, thence North 28°50'30" West, 58.14  feet;
Course 45, thence North 48°55'53" West, 68.30 feet; Course 46, thence North 45°34'57" West,
74.88 feet; Course 47, thence North 29°56'25" West, 51.40 feet; Course 48, thence North 12°05'37" West, 72.07 feet; Course 49, thence North 31°46'26" East, 28.73 feet; Course 50, thence North 62°21'20" East, 59.52 feet; Course 51, thence North 89°26'28" East, 25.20 feet; Course 52, thence North 82°18'54" East, 55.94 feet; Course 53, thence South 65°50'59_" East,
41.72 feet; Course 54, thence South 66°19'42" East, 49.58 feet; Course 55, thence North 47°17'56" East, 30.64 feet; Course 56, thence North 84°19'39" East, 48.59 feet; Course 57, thence South 67°19'52" East, 48.05 feet; Course 58, thence North 57°16'24" East, 26.00 feet; Course 59, thence North 89°32'02" East, 47.84 feet; Course 60, thence South 87°36'33" East, 51.75 feet; Course 61, thence North 85°07'24" East, 50.38 feet; Course 62, thence North 01°03'43" West,
115.11 feet to the Point of Beginning.

Containing 1273.92 acres, more or less.

On File

A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND  9,  TOWNSHIP  4  SOUTH, RANGE 28 EAST, DUVAL COUNTY, FLORIDA, ·
BEING MOR£ PARTICULARLY D£SCRl8£D IN SEPARATE ATTACHMENT.

I!

r

I.
O.R.8. f4J-f.O,
PG. 1809
'II.

i_	 	_J
S££
SHEET 5

O.R.8. 8000,
PG. 908

L  	
S££
SHEET 6

.;
"&'i"'
aic;
<tc"­
ti

S07'44'J4-"E 1305.77'

O.R.8. 8208,
PG. 652

0	750	1500	JOOO

GRAPHIC SCALE IN FEET
, ..,,,, 1500'

SD.f.'J'J'OB"W
1865.63'

'%	.,,.,,	L£Gm>.
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 	§	TOWNSHIP  J   50.U'.1'.H.'.

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UUTED ACCBS RJGHT CT IMY

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PROPOS£D

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1:j	F.P.
rv  ss  WP.I,

RICHT CF IMY F1NNKJN.. FRO.E.r:T
MaalC' PRO<RNJ IDEN71F1C'.71CW

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L=.1417.21'

CYPRE:SS BLUFF

...:	PC

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POINT OF CURVATUR£ POINT OF TANGENCY

CB•H03"47'5.f"W

CDD PARC£L

R	RADIUS
CENTRAL

ANGlE

CH-1416.JJ'	PC
ND717'54"W
984.62'

127.3.92 ACRES:J:

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ARC LENGTH CHORD 8&.RING alORD DISTANCE
FLCRDA DEPAATWIT CT

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PG. 1256

TJfS IS NUT A 5Ull\.£Y.
f£ARWGS BASED CIJ 71£ NCR1HERl.Y LIE <F !ECJlffi JJ AS fEJHG
NCRTH 88"S72B" EAST.

RrnSED HY 2l 2019 1D AMEND
SCRf',fNER'S EJ?RC1i.
Rf),ISED ..U.Y 2Z 2019 ro l.f'!MlE 80.HJARY AND /.£GAL DESCRIPTION. (Ir.a 11,-116.01)
RnfSED DECOIB£R t 2017 1D tf'OA1£ EKXmAAY NID /.£GAL OCSCRJPTJCIN. (11!0. 17-16002)
RrnSED NO\£NBER Jl 2017 1D UPDATF:
BCX.NJN?Y ,W{) L£G4L OCSOOP11CW.
(w.a 17-160.02)
RrnSED OC7rBER 27, 2017 70 UPDATE:
BOUIIDNIY. (ll!a 17-160.02)

 	1799.90' 
-    -    -	588'55'JO"W

I y

£Town PARKWAY
(VAR/AB!.£ l'.1DTH R/W)
ETown PARKWAY  PHASE 1
P.8.  72,   PGS.   76-82   I

50.f.'56'56"W   366.20'
589'37'.f.7"W  'IJ1.01'

CONSERVATION
....J	EASEMENT 8
O.R.B. 18267, PG. 1141

SHEET 1 OF 6

ETm

THIS ITEM HAS BEEN ELECTRONJCALL Y SIGHED AND SEALED USING A DfGITAL SIGHATURE. PRtNT£D COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGHATIJRE MUST BE VE:Rff1ED ON ANY ELECTR.ONIC COPIES.

Survc11in9 • mappinv.lnc.
VISION • EXPERIENCE • RESULTS
14775 Old St. Augustine Raad, Jacksonville, FL 32258 Toi:  (904) 642-8550	Fa,<: (904) 642-4165
Certificate af Authorization No.: LB .J624

SCALE: 1"-1500'
DA 7£: S£P1ENBER 1, 2017

Digital Signature By: Damon J.
 	Kelly. PSM
DAMON J. KELLY PROF£SSIONAL SURVITOR AND MAPPER
STAT£ of Fl.ORJDA LS No.. 628-4

ORDER NO.:   17-160.01    AL£ NO.:  1248-22.0fA    DRAlffi BY.'	CADFIL£:   i-.-rJll",tn,r.-•i.-..,.i-,i.-\£-r....\a:ol'tro.t	File

------8•----------'n,

A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANG£ 28 £AST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH,
RANG£ 28 £AST, DUVAL COUNTY, FLORIDA.

CONSERVATION EASEMENT 8
0.R.8.  18267,  PG. 1141
S12'52'42•£   Jt:45'

,,

S49"04'12"£  34.92'
S06'46"13"£    33.#'+-1,.oL-.,----

It

S7537'16"£  34. 'L3--,,.;:---
CQ 0'; u

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,;5'

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I

I

37.JO'

PROPOSED
CYPRESS BLUFF COD PARCEL
1273.92  ACRES:i:

R-2-400.00'
.d==23"29'5t•
L=984.26' CB=N7B37'17"W CH=977.38'

Vi  Uj	L10
S12'2.9'15"E  21.25'
S15"tjf'js"E 46.12'
509•4o•Os·w 21.22·
S1410'13"W  38.58'
S01'2.6'03"£  27.93'
I
S13"24'54"W
s14·34•28·£
I PROLONCA110N
S10'02'43"£ 64.99'
s2s·Jd',re"E  45.36'
S26"09'32"W  28.03'
51012'31"£ 38.90' S32°26'25"£    36•  .JO' 520 0'54"£ 37.4,f.'
I
S0J"57'Jg•£   56.77'
soe'is·2s"E 58.19' s1s3s•25•w J3.oo·
l	554·45'33•w
49.02'

W.ly
LINE

0	100	200	,oo
CRAPHIC  SCALE  IN FEET
!"=200'

!£GENO: P.B.

PU,T

UHE TABLE	
UHE	BEARING	LE:NG11-I	
L1	S57':J7'04•E	24.9J'	
L2	s39·57•oo·w	11.14'	
LJ	507"06'0,rE	16.65'	
u	SU"JJ'o2·E	26.6+'	
LS	S24'21'19"E	26.J2'	
L6	SJ0"50'16"E	J8.J2'	
L7	S7B77'J5"E	J5.22'	
LB	S.J5"J2'J.J.E	27.JB'	
L9	S48V4'JJ"W	19.58'	
LIO	SIJ"J9'5J•w	J2.0J'	

BOO/(

O.R.B. PG. LAR.W. SEC

•

PC PT POC R
L
CB
CJ/
L1

OFRCfAL RECORDS BOOK
PAGE
UIJITED ACC£SS RIGHT OF WAY
SECnON
POINT OF CURVAWRE PONT OF TANGENCY PONTON CUR RADIUS
CENTRAL ANGLE
ARC LENGTH CHORD BEARING CHORD DISTANCE
TABULATED UN£ DATA

SH££T 2 OF 6
SEE SHEET 1 FOR NOTES.
ORDER  HO.:  I  -1     •  1    F1t£ NO.· 1     -	IA  DRAl!Ji	  

_	CAD Flf.£:

PRCPARCD BY:
£TM SURVEYING & MAPPING, INC.
14775 01.D sr. AU(;UST1Ht: ROAD
J.ACl(SOHV/UE,  IL      J2251J     (104) 64Z-B550
C£RnFJCATE: OF' A.U1HORIZ,A.T10H  HO. I.R JBl,I

File

:------------;',:-,------

\.     ,./	,,_   _,.
A PORTION OF SECTIONS_ 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9,  TOWNSHIP  4  SOUTH,  RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

PT

0	250	500	1000

GRAPHIC SCALE IN FEET 1"=500'

PROPOSED CYPRESS BLUFF COD PARCEL
1273.92  ACR£S::t

--------,,,'-+- --..
,..

PT

SECTION 5
SECTION 8

LEGEND: O.R.B. PG.
R/W
LA.R.W. F.P. W.P.I. FDDT
PC

OFF1CIAL RECORDS BOOK PAGE

\

RIGHT OF WAY	I

UM/TED  ACC'f'SS RIGHT OF WAY	I
ANNJOAL PRD.£CT
MOO<' PROGRAM IDEN71f1CATJON FLa?IDA DEPARTMfHT CF TRANSP<XfTAT10N
POINT OF CURVA1UR£

R•5529.58' t,-W09'J6" L=1J66.57'
CB-N07'22'42"W
CH=1J6J.10'

I
ij
.I t:l
I "'

. ;J

i !ii

PT

•

POC
R

L CB CH

POINT OF TANGENCY POINT ON CUR\.£ RADIUS
CENTRAL ANGLE ARC LDIGTH CHORD BEARING CHORD DISTANCE

;1,.._s_s_s_-s_s·-,o-·-w-t-79-9-.9-,0.,.j.,'

. ::a
I
PRCF'ARCD BY:
ETll SURVE:r/HG .t I/APP/NG, INC.

SHEET J OF 6
SEE SHEET 1 FOR N07ES.

"775 OlO ST. AUGUST/HE ROAD JACKSON\111.L£, Fl .J12 (1104) 6'2-855(} C£RTIFICA.T£ OF AIITHORIZA.TION NO. l.B .J82'

ORDER HO.:  17-160.01     Flt£  HO.· 12    -22.0IA D/lAll!Y B'f!	File

1 ,	- 
\.._,/	\.J
A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANG£ 28 £AST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH, RANG£ 28 £AST, DUVAL COUNTY, FLORIDA.

----~

Poe	=

-----------.I

PT	,

R=J00.00' f,E4J"17'06" L=226.64'
CB-=521"56'27•c
CH-221.29'

5EC110N 32	I
I
0	100	200	,oo	I
GRAPHIC  SCALE IN  FEET	I
!"=200'	I
I
I
R-600.00'	I
t,..,25"15'01·
L=26.f...f.2'	I

PROPOSED CYPRESS BLUFF

CDD PARCEL
1273.92 ACR[S:l:.

CB-SS512"Jt"£	J "'
CH=262.29'	• t,...
'	!

t:l

"----------	!
---.......	I

. ;c

/J-";"r"-,.,.,.,..._..

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-------"'	 	i

S28'07'37"W

O.R.B.  14340,

PG. 1809
S.37"46'20'"W

:!!-..	!

-----

L"    -"<!t..<;-,,-	I
. -1
I
!

S12V2'J6"E' 52.58'

O.R.B,  8000,	I -
PG. 908	I
I I I

LINF: TABLE	
LIN£	BEARING	LENGTH	
"'	SS6°47'19"W	34.93'	
L/2	SS9'SJ'26 6 W	60.77'	
LIJ	SB1'52'44"F:	7J.42'	
Ll4	SJ5'00'24"£	50.94'	
LIS	S42"29'2r£	63.28"	
"'	572'15'2S"E	65..91'	
ll7	N7J"27'14"E	68.75'	
LIB	N51"47'07 £	59.BB'	
L/9	N65'14'0r£	6J.44'	

UN£ TABLE	
UN£	BF:ARING	LENGTH	
L2D	54-4'57'44"£	SI.Jl'	
L21	S41"27'00"£	50.99'	
L22	N68'09'16"E	90.76'	
L2J	N00"26'J4•w	52.95'	
L24	NJ9"25'04 8 W	59.6B'	
L25	N46".J1'57•£	62.01'	
L26	N50"00'JB•E	57.16'	
L27	NBB'J8'4-4•£	49.62'	

MATCHLIN£ SE£ SHEET 1

O.R.B. 8000,

(	PG. 908

1.f.J.f.0,
PG. 1809

SHEET-< OF 6
SIT Sf/ITT 1 FOR NO"TcS.

l£G£ND, O.R.B. PG.
R/W
l.A.R.W.
PC PT POC
R

L CB CH L1

OFFICJAL RECORDS BOOK PAGc .
RIGHT OF WAY
UM/TEO ACC£SS RIGHT OF WAY POINT OF CURVATUR
POINT OF' TANGENCY POINT ON CURI;£ RADIUS
CENTRAL ANGLE ARC LENGTH CHORD BEARING CHORD DISTANCE
TABULATcD UN DATA

PREPARED BY:
ETA/ SURVcYING	MAPPING, INC.

n

14'11 OLD ST. AUGUSTIN£ RO..D JACKSONV/11.E,	32258 (!ilCU) 64Z-tl5!i0 C£fmFJCAT£: OF AUTHORIZATION NQ_. LB :!614

QllOCR  NO.:  1   -160.01    Fil£ HO.· 124  -22.0IA DRAl/fH 8	CAD fl£:	File

.-------n.'-J      .._ 	:
A PORTION OF SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 28 EAST,
TOGETHER WITH A PORTION OF SECTIONS 4, 5, 8 AND 9, TOWNSHIP 4 SOUTH,
.	RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

I

,,,

I	' ' -o· ''Y.f ;- J?

!I..._--...............

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.  I	..,.... "	+*st,,'

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.I	.	,u"--..·:,:,.	--

0	100	200

GRAPHIC SCALE IN FEET

....
iClj
Clj
tu

O.R.8 . 8000,
PG. 908

'    °<"" \.,

' ""

s °'-s7'16"E 5•1 .J0' S45''2 f 16"E 54. 76'
S19'52'56"W .39.91'
\
S14"J6'.J9 " E 42.26 '
S4020'2.J"E ·57.10'
\
S59'04'18"E 52.23 '
S13''07'+r£    #.JB'

, = 2 00 '

-

524'•4s•40• 1::    5 6.39'
I

I

S26'06'15"£   .32.51'
s02-',2·11·w    4t.8o'
I	:-:_:_ -;i =:-S45'09'1.J"E 35 . 48'
I
I	107.34 '
I	O.R.8 , 14-J40,
I	.	PG. 1809
I	S00'00'34"W 145 . '

If()
li

Iie

'!!™.I.I

I I
I	PROPOSED

S.ly TERMINUS

 		s._,_r_LJ_'Nc 	
S89'59'26"£   2280.15'	!

CYPRESS BLUFF COD PARCEL 1273.92 ACRfS:J:

I
O.R.8 . 8000,
PG.  908

LEGEND: O.R.B. PG.
R/W
L.A.R.W.
COR PC PT POC R
4
.L CB CH LI

OFFICIAL RECORDS BOOK P,t.GF:

llNE TABLE	
UNE	8£:ARI//C	LE:NCTH	
L28	S672 1'2:J"F:	54 .16'	
L29	SH'50'50"E	56.43'	
LJO	S#J !/6' 29"£	55.42'	
L31	so ri6 '11"E	57.55 '	
LJ2	S38"5 2 '42"W	48. 46 '	
LJJ	S08'09 '16"W	60 .88 '	
L34	S29'03'41"E	51.97'	
L35	S07' 41'54"£	90.90'	
LJ6	.S75"57'31 •E	JJ.JO'	
L37	S8017'J9"E	S0.60'	
L38	115 7U 'J6"t	58.75'	
LJ9	Nl7' 44' 41''E	JB. 19 '	

UNE' TABLE	
UNE	8E'ARINC	LENGTH	
l40	1141'H '07' E	55,91•	
L41	S78' 01 '28"£	36.71'	
L42	N76'54 '19"E	so .12·	
UJ	S781 7' 09" £'	69 .51'	
L+-f	NB5'04'1J"E	33 ,16'	
L45	NJ5' 50' 17"E	J O. 71'	
U6	NOS rJ6' 56"E	69 .39 '	
U7	N25 H '24"E	59 . JB'	
L48	NJ6 rJB'27• E	68 .81'	
L49	N42'18' 11"W	56 .0◄'	
L50	NOi'◄8'2J"	E	4J.J 4'	
LSI	N89'59'26"W	70.00'	

' RIGHT OF W,t.Y
UMITE'D ,t.CCESS RIGHT OF WAY
CORNER
POINT OF CURV,t.TUR£ POINT OF TANGENCY POINT ON CUR\f: RAO/US	.
CENTRAL ANGLE ARC LENGTH CHORD BEARING CHORD DISTANCE
TABULATED LINE DATA

SHfET 5 OF 6
SEF SHEIT 1 FOR NOTE.S.

l'IID'.AIICl1 BT:
£TM SURVCYING .t ·lilAPPIHG, INC.
14715 01.D ST. .AIIGI/S1111£ ROAD
.IACKSONVIUE ,  fL     .JZZSI   (P ) 642-1530
C£Rn FIC,U  t    o,  AIITHORIZATIOII  HO.   LIi .1•1•
C D F7LE:	_...,	File

.---A-P-OR-TION   O/F(S\E-CT-IONS-32 -AND-33,-TOW-NSH-IP   3--SO-UT8H,-R--A--N-G-E  28    EAST,	..
TOGETHER  WITH  A  PORTION  OF  SECTIONS  4,  5,  8   AND  9,   TOWNSHIP  4 SOUTH,
RANGE 28 EAST, DUVAL COUNTY, FLORIDA.

,

POINT OF B£GIHHING	: _

--------SECTION  28

s._ifrf.l:

NJ1'46'26"E 28.7J'
!
             N12'05'J7"W    72.07'	I
ji

N '05'J0"E  95.10'

N04'5J'J8"E   86.05'

N02'06'49"W   73.09'
E.tyUNE---.:.._

N02'41'J6"W  88.50'

NJ7"4J'2J"W 68.80'
N-4-5'11'49-W   58 .29 '

0	/00	200	400

GRAPHIC SCALE IN FEET
/ "=: 200·

N6.4 J1'59" W 44.40'
N6-1u2·2o·w 56. tB'
N25'51'0J" W 5 1.16' N18'00' J9" W 57.14'
N62'04'55"W 46.62'
NJ0-St'04"W   51.14'
O.R.B. 1434G,	N2118'20"E    52,69'
PG. 1809	N25"J6'12"E   J1.J7'
H4G1J'50"E 35.75' N09"J7'57"E JIJ.41' N46'41' 48"E 24.93'
N21'16'45"E 42.29 ' H24"J8 '30" E 38.J6' . N14'46'17"E 32.02'
N06'50'55"W H08"57',?B"E
N00'06'57"E

O.R.8 . 8208, PG. 652

PROPOSED CYPRESS BLUFF CDD PARCEL tZlJ.92 ACRES:t

UN£ TABLE:	
UH£	8£AR/NG	LENGTH	
L52	N8278 '54"£	55.94'	
LSJ	S65'50'59"E	41. 72"	
L54	S66'I9' 42"E	49.58'	
L55	N47'17'56"E	J0.64'	
L56	N8fl 9'J g• c	48.59'	
L57	S67'19'52"£	48.05'	
LSB	H5776 '24"£	26.00'	
L59	H89 'J2 '02" E:	47.84'	
L60	S87'.J6'JJ "E	51.75 '	
L61	H85'07"24•E	SO. J S'	
L62	N0 f 'OJ ' 4J" W	115. 11'	

It)  I
"-i
!

N20"JJ'04"W	21 .97'
N16'06'04"E 32.18'
N00'16'o.J"E 31.09'
N0417 '54"E 38.72'
N29"13'4J"W 21.65'
H25'S1'04"W  36.99'
N3t·so·1s·w    53.99'

'N 56"02'1 9" W \
4(),42'

N71'51'12"W 34. J J '

LE D: 0.R.B. PG. L.A.R.W.

OFFICIAL RECOROS BOOK
PAGE
U/,1/TED ACCESS RIGHT OF WAY

!
!.&I!
I
ni

S.ly
UN£

H10-S6'37"E 57.23'
N19"27'45"E 19.37' N10'S0' 26"E 18.12'.
  	I

PC	PaNT OF CURVA71JRE

"	S89 '59'26  " E 22tJ0.15'	N20'26' 25" W 28.98'

PT POC R
.i L CB CH LI

POtNT OF TANGENCY POINT ON CUR. RADIUS
CDITRAL ANGLE ARC l.£NG1H CHORD BEARING CHORD D/STAN<:£
TABULATED LJNE DATA

i,. :.-=;.;;;;;.:;;;..:
I

,::-;.:.:.;;;.-- 7
N07'41'27"W 12.17'

f'RCf"All!D  BY,
FT" SURVEYING .t MA.PP/NG, INC,
1477!5 OLD sr. AUGUSTINE IIQ.ID

SHEIT 6 OF 6
SEE SHrrT 1 FDR NOTE.S.

JA= o1M 1.U, n szz:sa c,a,i) 1,12-s!S!S0 CERTIFICAT£ or .AUTHORIZATION HO. UI !5114
_...,	File

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Cypress t:Jluff Community Development District

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Atalantic Coast High School

GENERAL LOCATION

7/15/2019	0
LEGEND

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FEET

12,000

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Sourtt! ETM , OuvoiCounrv

4

This instrument was prepared hy and upon recording should be returned tci:

(This space reserved for Clerk)

Katie S. Buchanan, Esq. Hopping Green & Sams, P.A.
119 South Monroe Street, Suite 300
Tallahassee, Florida 32301

Consent and Joinder of Landowner
For the Amendment of the Boundaries of the Cypress Bluff Community Development District

The undersigned is the owner of certain lands of which are more fully described as on Exhibit A attached hereto and made a part hereof ("Property"). The undersigned understands and acknowledges that the Board of Supervisors of the Cypress Bluff Community Development District ("Petitioner" or "District"), intends to submit a petition amending the boundaries of the District in accordance with the provisions of Chapter 190, Florida Statutes.

As the owner of lands that are intended to constitute lands to be added to the District, the undersigned understands and acknowledges that pursuant to the provisions of Section 190.005 and Section 19 0.046, Florida Statutes, Petitioner is required to include the written consent to the amendment of the  boundaries  of the Community  Development  District of one hundred  percent ( l 00%) of the owners of the lands to be added to the Community Development District.

The undersigned hereby requests and consents the addition of the Property to the District and agrees to further execute any documentation necessary or convenient to evidence this consent and joinder during the petition process for the amendment of the boundaries of the District. The undersigned further acknowledges that the consent will remain in full force and effect for three years from the date hereof. The undersigned further agrees that it will provide to the next purchaser or successor in interest of all or any portion of the Property a copy of this consent form and obtain, ifrequested by Petitioner, consent to amendment of the boundaries of the District in substantially this form.

The undersigned hereby represents and warrants that it has taken all actions and obtained all consents necessary to duly authorize the execution of this consent and joinder by the officer executing this instrument.

Executed this llL_ ay of_,., a<--=c..::.,.,.,,,.:.. 	' 2019.

Witnessed:	EASTLAND TIMBER, LLC,

a Florida limited liability company

Print Name:	-7,·11 Y.//,,:::, /.b;		By: Jed ria:vis Its: Vice President

STATE OF FLORIDA COUNTY OF 1)\ ..A..v \ 

Lk.J ,,,,-	,

I hereby certify that on this day, before me, an officer duly authorized to fake acknowledgments, personally appeared Jed V. Davis, an authorized agent of Eastland Timber, LLC, who executed the foregoing instrument, acknowledged before me that he executed the same on behalf of the foregoing entity and was identified in the manner indicated below.
Witness my hand and official seal this-I& ay	o(.	& 	2019.

lMCL:

L-	
'i<totary Public\\,'"  eM.,1.,Ll-ex-
Personally known:	\/	
Produced Identifica-1-·to- -:-------
Type of Identification: 	_

www.etminc.com tel 904-642-8550• fax 904-642-4165
14775 Old St. Augustine Road• Jacksonville, Florida 32258

Exhibit A

June 17, 2019
Page 1 of2

Work Order No. 19-116 .00 File No. 125E•0l.00A

Apex Road CDD Parcel

A portion of Sections 8 and 9, Township 4 South, Range 28 East, Duval County, Florida, being a portion of those lands described and recorded in Officia] Records Book 18197, page 1321, of the current Public Records of said county, being more particularly described as follows:

For a Point of Reference, commence at the Southeast comer of said Section 8; thence North 00°34'30" West, along the Easterly line of said Section 8, a distance of 2082.31 feet; thence North 31°03'31" East, departing said Easterly line, 374.93 feet to the Point of Beginning;

From said Point of Beginning, thence Westerly along the arc of a curve concave Southerly having a radius of 2400.00 feet, through a central angle of23°29'51", an arc length of984.26 feet to the point of tangency of said curve, smd arc being subtended by a chord bearing and distance of North 78°37'17" West, 977.38 feet; thence South 89°37'47" West, 10.74 feet to a point lying on the Easterly right of way line ofETown Parkway, a variable width right of way as depicted on ETown Parkway Phase I, recorded in Plat Book 72, pages 76 through 82, of said current Public Records; thence along snid Easterly right of way line the following 4 courses: Course 1, thence North 00°22'13" West, 175.00  feet; Course  2,  thence South  89°37'47"  West, 225.00 feet; Course 3,
thence North 45°22'13" West, 212.13 feet; Course 4, thence North 00°22'13" West, 455.39 feet; thence North 89°37'47" East, departing said Easterly right of way line, along the Easterly line of said ETown Parkway Phase 1 and along the Southerly line of ETown Parcel E2 Phase One, as recorded in Plat Book 72, pages 110 through 118, of said current Public Records, 1J 93.98 feet to its intersection with the Westerly line of Conservation Easement 8, as described and recorded in Official Records Book 18267, page 1141, of said current Public Records; thence Southerly along said Westerly line the following 20 courses: Course 1, thence South 12°52'42" East, departing last said Southerly line, 31.45 feet; Course 2, thence South 49°04'12" East, 34.92 feet; Course 3, thence
South 06°46'13" East, 33.44 feet; Course 4,  thence South 75°37'16" East, 34.45  feet; Course 5,
thence  South  57°37'04"  East, 24.93 feet; Course 6,  thence South 39°57'00" West,  11.14 feet;
Course 7, thence South 07°06'04 " East, 16.65 feet; Course 8, thence South 74°33'02" East, 26.64
feet; Course 9, thence South  24°2 I' 19" East, 26.32 feet; Course  I 0,   thence South 30°50'16" East,
38.32 feet; Course ll, thence South 78°17'35" East, 35.22 feet; Course 12, thence South 35°32'33" East, 27.38 feet; Course 13, thence South 48°04' 33" West, 19.58 feet; Course 14, thence South 13°39 '53" West, 32.03 feet; Course 15, thence South 12°29'15" East, 21.25 feet; Course 16, thence South 15°51 '38" East,  46.12 feet; CoUISe 17, thence South 09°40'08" West,
21.22 feet Course 18, thence South 14°10'13" West, 38.58 feet; Course 19, thence South 01°26'03" East, 27.93 feet; Course 20, thence South 13°24'54"' West, 42.64 feet; thence South

ETm
•.. \--	..

Surve4ing &ffiapping lnc.	E.N{l!NEEAS•SURVEYOAS•PLANNERS•GI;

June 17, 2019
Page 2 of2

Work Order No. 19-116 .00 File No. 125E-0l.00A

Apex Road CDD Parcel (Coottnued)

14°34'28" East, continuing along said Westerly line and its Southerly prolongation, 58.56 feet; thence South 10°02'43" East, 64.99 feet; thence South 25°30'48" East, 45.36 feet; thence South
26°09'32"  West, 28.03 feet; thence South  10°12'31"  East,  38.90 feet;  thence South  32°26'25"
East, 36.30 feet; thence South  20°30'54"  East, 37.44  feet;  thence South  03"57' 39" East, 56.77
feet; thence South  08°18'25" East, 58.19 feet; thence South 15°39'26"  West, 33.00 feet; thence
South 54°46'33" West, 49.02 feet; thence South 48°13'43" West, 50.94 feet; thence South 31°03'31" West, 17.90 feet to the Point of Beginning.

Containing 24.19 acres, more or less.

Q

SKETCH TO ACCOMPANY DESCRIPTION OF
A PORTION OF SECTIONS 8 AND 9, TOWNSHIP  4  SOUTH,  RANGE  28 EAST, DUVAL COUNTY, FLORIDA, BEING A PORTION OF THOSE LANDS DESCRIBED   AND  RECORDED  IN  OFFICIAL  RECORDS  BOOK  18197, PAGE 1321, OF THE CURRENT  PUBUC  RECORDS  OF  SAID  COUNTY, 8£JNG MORE: PARTICULARLY DE:SCRIBE:D IN SE:PARATE: ATTACHME:HT.	
	If	1•	ETOMII PARCEL E2 PHASE ONE
P.8, 72. PGS. 110-118
1 ! i+-...Jr:..·•- -----...!li-i!!al3 r::•n ----- ====·:::i- --J
II	""-•	I I	CONS£RV m:w
EASEMENT B
Ja	I	aR.B.  18267,	I
I	J:! ii!!	I	PG. ,,.,	
!!!	I	)	11
l'f/OPOSCO   APDI	I
ROAD  COO  PARCEL	J
24.       tf         ACRES,C	J	J
I	I
-25• BOFITR PARCF:L	I	I
0.R.B.   11U52,		J	t	J I	PG. 940	I
!l   •I '	I 	I I
-,	"	"j! 'f	LI-	.      	'- -SH_ !. :f!
R-2«10.00'	.......... """"-  LIO	uo
.,_:,sn•51•	1 -.._,_ ,,'-=	54873'..,"W 511.H"
L-9a4.:ZS'	I	1	...,..
CB-N7837"17"w	TS,f'Ol".Jt"W 11.llN
CH-SJ77.3a'	!,/Iv	l'OIIIT OF
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:	P,& 7Z. PG$. 18-62
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0.R.8.  1B197,	O.R.B. 14860,
LINE       BEARJNG        w,om	PG. 1:JZI	PG. 12 6
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LB   50618'2.5"£      58..19' LO      51539'25•w      :noo' LIO       S.5.f:'46''.D'-W      49.02'
LEGEND:
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0.R.B.	omc/AL ll£COR05 800/C
PG.	PAGC
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PT	POINT OF TNIGEHCY
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CfHllW. ,w,;u
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CENERAL H07E'S:	0	,.,o	.JOO	6f?O
I) MS IS Nt1r A M\£Y.
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SHEE:T 1 OF 2	
ETm	1HIS /7DI HAS BEEN El.fC1110MCAU..Y SK:!HED ANO SEALED
USING A DIGITAL 9GNA1UR£, PRINTED C0PES OF' 1HIS
DOCUIEHT NE NOT CONSIDERED SfGfEJ NIO SEALED ANO 1HC
SKMAJURE: IIUST 8£	ON ANY fl.ECJRONIC CQPES.

Su,va inv • m-inv.inc.
Yl■ION■   EXPERIENCE • REIULT8
1,J.775  C1d  St.    Augu.sf •  Rood,  .Jixbonvlle, FL  32258	SCAt.e	,·-:soa·
T.. :  (g{H) 642-8550	For (904} 6-42-4165
Certllkate   of   Authorlzotlori   Na.: LB  .:Z24	LMim	o1JN£ 17. 2011	
IEf NO.:  -	FIEHCl.·	-u,.	llfL4•ft SAC CID fl.C I:	

A PORTION OF SECTIONS 8 AND 9,  TOWNSHIP  4  SOUTH,  RANGE  28 EAST, DUVAL COUNTY, FLORIDA, BE:JNG A PORTION OF THOSE LANDS DESCRIBED  AND  RECORDED  IN  OFFICIAL  RECORDS  BOOK  18197, PAGE 1:521, OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY.
I
Ii	"""" PARCR E2 PHAS>: ONE
,	P,8. 72. PCS. lf0-lf8
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PIIO/'OS£D APEX
ROAD COD PARCrL
24.19 ACRcS:t

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SJ0"-2".JJ"F  27.JIJ"

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S1434'2B"E 58.56'

S.Jy PRa..ONGA T1CW

Plm'Mmrt:
ml SUIMl'IWG • l>IAl'PIHO. INC.

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14775 OUJ - AUIXl51M" ltl)l,D
comr1CAiT'l OF MmlOlllAnoH JotO. ,.. 5U4

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LEGEND:

UN£ TABLE	
LINE	EIEARING	L£N01H	
L5	s.:wsroo-w	11.14-'	
LO	S07'06°04•£	16.6S'	
L7	S1'# 02•E	26.64'	
LO	508'18'2ST	58.19'	

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PU,T BOOK
OFFIOAL. RECORDS BOOK PAGE
RIGHT OF WAY POINT tF TANGENCY IIADIUS
CEHJRAI. AHGI£ ARC LENGlH "1CRD B£MJN<; CHORD IXSTAHCE:
T.ABULAJfD UN£ DATA

0	50	1(XJ	200

GHAPHfC SCAJ.E IN FEET
, ..::::/00'

SHEET 2 OF 2
SEF SHEET 1 FOR GEN£Rl,L NOTf:S.

0	()

5

RESOLUTION 201.9-07

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT DIRECTING THE CHAIRPERSON AND DISTRICT STAFF TO FILE A PETITION WITH THE CITY OF JACKSONVILLE, FLORIDA, REQUESTING THE PASSAGE OF AN ORDINANCE AMENDING THE DISTRICT'S BOUNDARIES, AND AUTHORIZING SUCH OTHER ACTIONS AS ARE NECESSARY IN FURTHERANCE OF THE BOUNDARY AMENDMENT PROCESS; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Cypress Bluff Community Development District ("District") is a unit of special-purpose government established pursuant to the Uniform Community Development District Act of 1980, as codified in Chapter 190, Florida Statutes ("Unifonn Act"), and City of Jacksonville Ordinance Number 2018-335-E ("Ordinance"); and

WHEREAS, pursuant to the Unifonn Act, the District is authorized to construct, acquire, and maintain infrastructure improvements and services including, but not limited to, E-TownParkway /R.G. Skinner Parkway utilities, landscape, hardscape and electric, master recreational improvements and other infrastructure; and

WHEREAS, the District presently consists of 1,249.70 acres, more or less, as more fully described in the Ordinance; and

WHEREAS, the District desires to amend its boundaries to include certain property which property is generally depicted in Exhibit A attached hereto and incorporated herein by reference ("Expansion Area") and upon which property the District intends to construct, acquire, and maintain infrastructure improvements and services; and

WHEREAS, the amendment proposed is within the amendment size restrictions contained within Section 190.046(1), Florida Statutes; and

WHEREAS, the District will obtain written consent to the expansion of the District by the landowners of the lands included in the Expansion Area; and

WHEREAS, the proposed boundary amendment is in the best interests of the District and the area ofland within the proposed amended boundaries of the District will continue to be of sufficient size, sufficiently compact, and sufficiently contiguous to be developable as one functionally related community; and

WHEREAS, for the area ofland within the amended boundaries of the District, the District is the best alternative available for delivering community development service·s and facilities; and

WHEREAS, the expansion of land to the District inthe Expansion Area is not inconsistent with either the State or local comprehensive plan; and

WHEREAS, tht area ofland that will lie in the amended boundaries of the District js amenable to separate special district government; and

WHEREAS, in order to seek a boundary amendment pursuant to Chapter 190, Florida Statutes, the Di.strict desires to authorize District staff, including but not limited to legal, engineering, and managerial staff, to provide such services as are necessary throughout the pendency of the boundary amendment process; and	·

WHEREAS, the retention of any necessary consultants and the work to beperfonned by District staff may require the expenditure of certain fees, costs, and other expenses by the District as authorized by the District's Board of Supervisors ("Board"); and

WHEREAS, the District desires to petition to amend its boundaries in accordance with the procedures and processes described in Chapter 190, Florida Statutes, which processes include the preparation of a petition to the City of Jacksonville, Florida, and such other actions as are necessary in furtherance of the boundary amendment process.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT:

SECTION 1. The recitals as stated above are true and correct and by this reference are incorporated inio and form a material part of this Resolution.

SECTION 2. The Board hereby directs the Chairman and District staff to proceed in an expeditious manner with the preparation and 'filing of a petition and related materials with the City of Jacksonvi!le to seek the amendment of the District's boundaries to include the lands within the Expansion Area, pursuant to Chapter 190, Florida Statutes, and authorizes the prosecution of the procedural requirements detailed in Chapter 190, Florida Statutes, for the amendment of the District's boundaries.

SECTION 3. The Board hereby authorizes the District Chairperson and Katie S. Buchanan to act as agents of the Di.strict with regard to any and all matters pertaining to the petition to City of Jacksonville to amend the boundaries of the District.

SECTION 4. This Resolution shall become effective upon its passage.

PASSED AND ADOPTED thisday of_::,: c:,-'r1:.:_'t-"' 	' 2019.

Exhibit A: Depiction of Expansion Area

CYPRESS BLUFF COMMUNITY
DEVELOPMENT DISTRICT
/4.&!4
Charrperson,/d of Supervisors

www.etminc.com .
tel S04-64-H1550 • fax 904-642-4 65
14n5 Old St. Augustine Road• Jacksonvi_lle, Florida 32258

Exhibit A

June 17, 2019
Page I of2

Apex Road 0>D Parcel

Work0rderNo.19-li6.00 File No. 125E-01.00A

A portion of Sections 8 aod 9, Township 4 South, Raoge 28 East, Duval County, Florida, being a portion. of those laods described aod recorded m Official R!'(:ords Book 18197, page 1321, of the current Public Records of said county, being mo.re particµlarly described as follows:

For a Point of Reference, commence at the Southeast comer of said SectiOo 8; thence North 00°34'30" West, along the Easterly line.of said Section 8, a distance of 2082.31 feet; thence North 31°03'3l" East, depaiting said Easterly line, 374.93 feet to the Point of Beginning;

Ftoin Said Point of Beginning, thCnce Westerly along the·arc of a curve concave Southerly having aramus of2400.00 feet, through a central .angle of23"29'51", an arc length of 984.26 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance ofNorth 78°37'17" West, 977.38 feet; thence South 89°37'47" West, 10.74 feet to a point l)'ing on the Easterly right of way line ofETown Parkway,.a.variablewidth right of way as depicted on ETown
Parkway Phase 1, recorded inPlatBook 72; pagcs76 through 82, of said.current Public Records;
thence. along said Easterly right of way line the following 4 courses: Course 1, thence North 00°22'13" West, 175.00 feet; Comse 2, thence South 89°37'4T' West, 225.00 feet; Co=e 3, thence North 45°22'13" West, 212.f3 feet; Course 4, thence North 00°22'13" West, 455.39 feet; thence North 89°37'47" East, departing said Easterly right of way line, alqng the Easteriy line of said EToWD. Parlcway Phase 1 and along the Southerly line of ETown Parcel E2 Phase One,. as recorded in Plat Book 72, pages 110 through 118, of said current Public Records, 1193.98 feet to
its intersection with the Westerly line of Conservation Easement 8, as described and tccorded in
Official Records Book 1826 71 page 1141, of said current Public Records; thence Southerly along said Westerly line the fullowmg 20 courses: Coarse I,  thence  South 12'52'42';East, departing last said Southerly line, 31.45 feet;·Course 2, thence S6uth49°04'12"East, 34.92'feet; urse 3,thence South 06°46'13" East, 33.44 feet; CoUTSe 4, thence South 75°3T1_6" Easti 34.45 feet; Co1USe 5,
thence South 57°37'04" East, 24.93 fee Course 6, thence South 39°57'00" West, 11.14 fee
Course 7, thence South 07°06'04" Ea.st, 16.65 fcet; Course 8, thence South 74°33'02" Ea.st, 26.64
feet; Course 91  thence ;South 24 °21 1 19" East, 26.32feet;_ Course 10  thence South 30°5.0'16 ' East,
38.32 feet; Course 11, thence South. 78°17'35'' East, 3522 feet; Course 12, thence South 35°32'33" East, 27.38 feet; Course 13, thence South 48°04'33" Wcst,.19.58 feet; Course H, thence South 13°39'53" West, 32.03 feet; Course 15, thence South 12°29'15" East, 21.25 feet; Course 16,  thence Soutb 15°51'38" East, 46.12 feet; Co\lrse  17, thence South  09°40'08" West,
21.22 feet;· Course 18, thence South 14°10'13" West, 38.58 feet; Course 19, thence South 01'26'03" East, 27.93 feet; Course 20, thence South 13°24'54" West, 42.64 fee thence South

June 17, 2019
Pnge2 of2

Apex Road CDD Parcel (Continued)

Wpr)<OrderNo. 19-116.00 File No. 125E-Ol.OOA

14°34'28" East, contim1ing along said Westerly line and its Southerly prolong tion, 58.56 feet; thepce South 10°02'43" East, 64.99 feet; thence South_.25°30.'48'; East, 45.36 feet; theo_ce South 26°09'32" West, 28.03 feet; thence South 10°12'31" East,. 38.90 feet; thence South 32°26'25"
.East, 36.30 fee thence South 20630'54"  East, 37.44 feet;  thence South  03°57'39" East,  56.77 f theoce South 08°18'25" East, 58.19 feet; thence South 15°39'26" West, 33.00 feet; thence South 54°46'33" West, 49.02. fee .theoce South 48°13'43'' West, 50.94 feet; thence South 31°03'31" West, 17.90 feet io the Point ofBegmning.

Containing 24.19 acres, more orless.

n

SKETCH TOACCOMPANY DESCRIPTION OF
A PORTION OF SECTIONS B_ AND 9, TOWNSHIP  4  SOUTH,.  RANGE  28 EAST, DiJVAL COUNTY, FLORIDA. BEING ,i PORTION OF THOSE LANDS DESCRIBED  AND  RECORDED  IN   OFF.IC/AL  RECORDS  BOOK.  18(97, PAGE 132-1, OF THE  CURRENT  PUBUC  RECORDS  OF  SAID  COUNTY, 9Elli<, MORE PARTICUl,ARLY D.£S.CRl9ED. IN Sf:PARATE A,TTA(;H/,IEN•T	

PROPOSCD APEX
ROAD CDD p,(Rcfl.
2-1.19 ACRES±			.	

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'....._£Toiw, P.ARKW.A r PHASE r
!	P,f!. n.. Pf?$. 715::--82
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LEGEND:
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R/W	RIGHT OF WA'f	.
PT	WT GQICY
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DOCUJ.IDrr	HOT !XWStOf1tfD SIGHED NKJ SEJ,J,.ED IJHJ THE
S'GHAnJRf: WST BE \£WJED ON ANY a.EC7RON/C Ca:itES.

Suirve.qir,v    mappinv.  nc.	.. :-:::. pgital Signature.By:
VJSION • EXPERIENCE• RE9ULTS	 	:;2» .\Camon J. Kel . PSM.
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DESCRIBED .AND RECORDED IN OFFICIAL RECORDS BOOK 18197,

PAGE 1321, QF WE Cl!RRnff _PI.IB/./C R£C0Rf)$ qr·s;..m COUl'JTY.

A PORTION OF SE:CTIONS 8 AND" 9, TOWNSHIP 4 SOUTH, RANGE 28

£A$T; Dl.!VAL COUNT'(, FLORIDA, -BEING A PbiiTION tJF THOSE UNDS

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6

Cypress diuff Community Development District

EXISTING/FUTURE LAND USE

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TIME OF FINAL ENGINEERING DESIGN. RESIDENTIAL SITE PLANS ARE PRELIMINARY AND SUBJECT TO CHANGE.

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H775 01-:i !:t . A1..11i.; tir: ?co-1. 'ur.:l-l or.viil . FL '.:.25
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MASTER WATER PLAN
CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT

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(NOT FINANCED BY THE CDD)	PRELIMINARY AND SUBJECT TO CHANGE.	

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VISION. EXPERIENCE. RESULTS	I--------M-A,:--S-T::E-R-S-,A-,N::l::T:::A:cR::Y::-:-S::E::W=E=R::-,P:-::LA--::cN::	i
ENGLAND· THIM$ & MILLER, INC.
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EXHIBIT7 PAGE 3  OF 3	;

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VISION. EXPERIENCE. RESULTS ENGLAND • THIMS & MILLER, INC.

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R cord and return ta: Jody L. Brooks
Assist::mt Gcn!!ral Counsel Onice of GcncrJl Counsd
I 17 W. Du\'iJl Slrccl, Suiti.! 480
Jacksonville, FL 3220:2

DEVELOPER UTILITY SERVICE AND JEA COST PARTICIPATION AGREEMENT THIS  DEVELOPER	UTILITY SERVICE AND JEA COST PARTICIPATION

AGREEMENT

(this	"Agreement")	is	made	and	entered	into	on	this

_.:::0----'---c,l/..::L.:...<1-1------' 20/f("Effeclive Date"), by and between Eastland Timber, LLC,

a Florida limited liability company, whose address is 4310 Pablo Oa s Courts, Jacksonville, Florida 32224 (the "Developer") and JEA, whose address is 21 W. Church Street, Jacksonville, Florida 32202.

RECITALS

Developer's related entities are the owners of several parcels of real property located in Duval County, Florida (the "Property") as shown on the attached Exhibit "A."
Developer or its successors and assigns intend to construct certain improvements on t e Property which will require water, sewer and reclaimed water infrastructure, as described and defined in this Agreement.
Developer and JEA desire to extend JEA's water, wastewater and reclaimed water system ("JEA Utility System") to serve the Property so that JEA can provide service to the Property without imposing a burden on ils existing customers.
JEA is willing to expand the JEA Utility System and to provide such treatment capacity and provide such service so that the Property and its occupants may  have an adequate water and reclaimed water supply and wastewater disposal system subject to all of the terms and conditions of this Agreement.
JEA and the Developer recognize that water is a natural resource of limited supply and wastewater treatment and disposal is a necessity for public health. Thus, the water supply and disposal of wastewater must be regulated and controlled and is subject only to a
C:\Us.e-rs\mikey\AppD;ita\Local\Mic:rowft\Winc!ows\Temporar/ Internet Files\Ccntent.Otit!ook\XAZG2S.WH\FinalCleanVersion6 1815.docx

reasonable and beneficial use to assure an adequate supply of water and adequate wastewater treatment capacity for all members of the public served by JEA.  The Developer and JEA further recognize that the supply of water and wastewater disposal service by JEA to the Property is subject to regulation, prohibition, limitation and restriction by local, state and federal govemmemal agencies as well as JEA. ·

NOW, THEREFORE, in consideration of the mutual undertakings and agreements contained in this Agreement and other good and valuable consideration, the receipt of which is hereby ack..71owledged, the Developer and JEA hereby covenant and agree as follows:

l.		Recitals. The above recitals are true and correct and form a material part of this Agreement.
Definitions. The parties agree that in construing this Agreement, the following words, phrases and terms shall have the following meanings:
"Agreement" means this Developer Utility Service e.nd JEA Cost Participation Agreement as it may be amended from time to time.
	"CDD" means any Community Development District having jurisdiction over the Property as defined in Section 17.l hereof.
"Customer lnstaliation" means all facilities on the customer's side of the Point of Delivery.
"Developer" means Eastland Timber, LLC a Florida limited liability company, its

successors and assigns.

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"Developer's Engineer'· means the Florida licensed, registered professional engineer selected by Deve loper, or its successors and assigns from time to time.
"Developer Improvements" means the portion of the Water, Sewer and Reclaimed Water facilities to be constructed by Developer pursuant to this Agreement which will extend or expand the JEA System to provide Water, Sewer and Reclaimed Water sen.1ice to the Property
"Development Un i t" means a pa.rt of the Property which is being or which is to be developed as platted propeny or as an unplatied unit with a separate site plan and specific metes and bounds legal desc ription.
"ERC" means equivalent residential connection.

·'FDEP" means the Florida Department of Environmental Protection, an agency of the State of Florida, or any successor agency.
"FOOT" means the Florida Department of Transportation.

2.1l	"GPD" means gallons per day on an annual average basis.

"Interchange" shall mean the constructed interchange between RG Skinner Parkway and State Road 9B, which contains previously constructed utility improvements, as shown on Exh ibit " A."
"JEA Electric Transmission and Utility Easement" shall mean the existing electric transm issio n and utility easement ,vhich contains a 16 inch Water Main, a 20 inch Reuse Water Main and an 8 inch Sewer Main.
	«JEA System" means all Water, Sewer and Reclaimed Water facilities and interests in real and personal property owned, operated , managed or controlled by JEA now or in the future and used to provide Water, Sewer and Reclaimed Water

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service to existing and future customers . The J EA System ultimately includes the Developer Improvements after acceptance of dedication by Developer to JEA.
"Lot or Tiact'' means each separate subdivided building site.

"Main" means a pipe or conduit conveying Water, Reclaimed Water, Sewage or

Wastewater.

"Manager" means the JEA Development Manager.

" Manual s" means the 2015 JEA Rules and Regulations for Water and Sewer & Reclaimed Water, JEA Water, Sewer and Reclaimed Water Design Guidelines and JEA Water and Wastewater Standards, as amended from time to time.
"Phase One Development" means the development of two residential subdivisions

known as Monterey Pines and Cypress Bluff as shown on Exhibit "A."

"Phase Two Development" means the development of all Development Units within the Property except the Phase One Development.
	"Phasing and Projected Flow Schedule" shall be the projected time schedule for constrnciion of Water, Sewer and Reclaimed Water capacity as shown on Exhibit 'B"
	"Plans and Specifications" means those documents and drawings prepared by the Developer's Engineer and approved by JEA for the design and construction of certain Water, Sewer and Reclaimed Water faciliti es.
"Point of Delivery'' means the point where the JEA's service line is connected to the customer's line and unless otherwise indicated by JEA, the Point of Delivery shall be at a point on the customer's lot line.
•'Property" means the real property shown on Exhibit "A."

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	"Reclaimed Water" or "Reuse Water" means wastewater that has been stored and treated in accordance with the treatment and water quality requirements foi reclaimed water for public access and residential irrigation reuse as established in the applicable Chapter of the Florida Administrative Code,  which  \viii  be provided by JEA al pressure ranges established by JEA to all retail customers within the Property .
	'"R.G.  Skinner  Parkway"  shall  mean  the  regionally  significant   roadway contracted to receive mobility  fee  credits  pursuant  to an agreement  with  the  City of Jacksonville to b·e constructed by Developer , as shown on  Exhibii  «A", and which shall contain within its right of way utility im provemen ts ,.
"Schedule of Values" means a schedule showing the allocation of the contract price as to the Developer Improvements among the various portions of the work for the Developer Improvements.
"Service Notice" means the written notice Developer provides to  JEA  of Developer ' s intent to commence construction of a Development Unit within the Property and to request a Pre-construction meeting with JEA.
"SJRWMD" means the St. Johns River Water Management District.

"Sewage" or " Wastewater'' means water-carried wastes from residences , business buildings, institmions, industrial establishments and other customers of the JEA system.
"Watei'' means potable water meeting the applicable federal, state and local laws and regulations for human consumption, fire protection, and consumption by business and industry .

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"Water and Sewer Capacity" und "Reclaimed Water Capacity"  means  ihe readiness and ability of JEA to furnish Water, Sewer, and  Reclaimed  Water service al pressure (at pressure ranges established by JEA for the applicable  uses) to each Lot or Tract in accordance with  applicable  governmental  requirements und regulations. Capacity relating to Water, Sewer, and Reclaimed Water is typically expressed as a rate of flow measured in GPD.
"Water and Sewer Facilities and Reclaimed Water Facilities" means all facilities, including but not limited to, water plants, wells, pumps, treatment, production, transmission and distribution mains, meters and other appurtenunt facilities for the provision of piped water onto the Prope11y and/or, lift stations, treatment, gravity sewer mains, sewer force mains, pumps and other  appurtenant  facilities  to  collect, transmit, treat and dispose of sewage from the Property and/or reclaimed water treatment, storage and pumping, production, transmission and distribution mains, meters and other appurtenant facilities for the provision of piped reclaimed
water onto the Property.

Term. This Agreement shall remain valid and effective through December 31, 2039.
Design and Construction of Water. Sewer and Reclaimed  Water  Facilities.  The Developer, at its expense, shall cause Developer's Engineer to design in accordance with JEA standards and produce and submit to JEA for its review and written approval prior to construction, plans and specifications for the construction of  the  Developer Improvements. The Plans and Specifications may be limited to the improvements  necessary to serve only the first Development Unit or Development Units and Plans and Specifications for subsequent Development Units may be furnished from time to time for

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JEA's review and written approval prior to construction of subsequent Development Units. The Developer's plans should include a route survey depicting all improvements located in rights-of-ways or dedicated easements and existing utilities. Soft digs and geotechnical surveys may be required and will be detemiined during the plan review phase. Upon satisfactory completion of the plan review process, a minimum of five (5) sets of signed and sealed engineering plans must be submitted to JEA Environmental Services for FDEP pennit processing.
Design and Construction of Water Facilities.

The Developer Improvements set forth in this section are described in the attached "\Vaier" Exhibit "C." Developer at its expense shall cause the pem1ilting and construction of:
Southern Water Main. A twenty (20) inch Water Main from  JEA 's  existing sixteen (16) inch Water Main located in the JEA Electric Transmission and Utility Easement to the Developer constructed twenty (20) inch Water  Main constructed as part of the Interchange, all as shown on the "Water" Exhibit "C."
R.G. Skinner Parkway Water Main. A twenty (20) inch and a sixteen (l 6) inch Water Main within the right-of-way for R.G. Skinner Parkway from the twenty
(20)  inch  Water  Main  constructed  as part  of  the Interchange  to  the existing ten

(10) inch Water Main located in the R.G. Skinner Parkway at Atlantic Coast High School, all as shown on the Water Exhibit "C." The parties to this Agreement understand ihat the Developer is not obligated to build this improvement in its entirety  all  at  once  and   that   Developer   may  construct  such   portions  of this

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improvement in conjunction with the roadway and storm  water facilities needed  to serve the development.
Desien and Construction of Reuse/Reclaimed Water Facilities. The Developer Improvements set fonh in this section are described in L'ie attached "Reuse" Exhibit "D." Developer shall be responsible for the cost of design, permitting and construction
management of these improvements.  jfA  shall be responsible  for the construction costs of these improvements.
Reuse/Reclaimed  Water  Fscilitv  Construction  Costs  Reimbursement.   As   to the Developer Improvements set forth in this Section 6, Developer and JEA agree JEA shall reimburse Developer for foe construction costs of each improvement as set forth in Section 9.1. Developer shall be responsible for the cost of design, permitting and construction management of these improvements.
Southern Reuse Water Main. Developer shall cause the design, pennitting and construction of a thirty (30) inch Reuse Water Main from the existing twenty (20) inch Reuse Water Main located within the JEA Electric Transmission and Utility Easement to the thirty (30) inch Reuse Water Main under construciion as part of the Interchange, as shown on the "Reuse/Reclaimed Water Developer Improvements" attached as Exhibit "D."
R.G. Skinner Parkwav Reuse Water  Main.  The  Developer  shall  cause  the design, pem,itting and construction of a thirty (30) inch Reuse Water Main within the right-of-way for R.G. Skinner Parkway from ilie Reuse Water Main under construction as part of the Interchange to Station 197+02  of  R.G.  Skinner Parkway near the Atlantic Coast High School, all as shown on the Reuse Exhibit

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"D." The parties to this Agreement understand that the  Developer  is  not  obligated to build this improvement in its entirety all at once and that Developer may construct such portions of this improvements needed to serve the immediate needs of any development or portions of development on the Property as such needs arrive in conjunction with the roadway and storm water facilities needed to serve the development.
Northern Reuse Water Main. Developer agrees to provide or cause  to  be provided to JEA either a thirty (30) foot wide utility easement or a public right-of­ way, whichever is applicable, for a thirty (30) inch Reuse Water Main on the Propeny from the Reuse Water Main at Station I 97+02 in the right-of-way for the
R.G. Skinner Parkway to the northern boundary of the Propeny, all as generally shown on Exhibit "D."
6.4.1 Developer - Noiihern Reuse Water Main in Public Right-of-Wav. For sections of the Northern Reuse Water Main associated with development undenaken by Developer or its related entities,  including  road construction, Developer shall cause the design, pern1itting  and construction of a thirty (30) inch Nonhem Reuse Water Main within a public right-of-way. As to such activity by Developer, Developer and JEA agree that Developer shall be responsible for the design, pem1itting and construction management costs while JEA shall reimburse Developer for the construction cost of any such improvements per Section 9. l of this
Agreement.

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6.4,2 JEA • Northern Reuse Water Main in Easement.  For  sections  of  the Northern Reuse Water Main not associated with development or road construction undertaken by Developer or its related entities, Developer or its related entities shall cause the conveyance of a non-exclusive easement to JEA, at no cost to JEA other than closing costs, to allow for necessary use of the Northern Reuse Water Main, as generally shown on Reuse Exhibit "D." JEA shall pay the cost of the survey,  title  insurance,  recording costs, and any other closing costs related to the conveyance  of the Northern Reuse Water Main easement. The exact location and path for the Northern Reuse Water Main shall be determined at the time of utility design   for  a   Reuse   Water  Main   at  this  location. For  sections  of  the
Northern Reuse Water Main set forth in this Section 6.4.2, JEA shall permit, design and construct a thirty (30) inch Northern  Reuse Water Main
within the easement, at JEA's expense.

Design and Construetion of Sewer Facilities. The Developer Improvements set forth  in this section are described in Lfie "Sewer" Exhibit "E.'"
Phase 1 Sewer Service nncl Facilities. JEA agrees  to  provide  Sewer service  to  the first four-hundred (400) ERCs (residential Lois or equivalent with  JEA's review and approval of the changed plans if different use such as multi-fmnily or commercial uses is proposed) within the Property by connection to the existing 8 inch Sewer Force Main located in the JEA Electric Transmission and Utility Easement. JEA further agrees that it shall allow the necessary pem1itting beyond the initial four-hundred (400) residential Lots or equivalent multi-family or

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commercial uses up to five-hundred sixty-nine 569 residential Lots or equivalent multi-family or commercial uses as identified in approved plans for the Monterey Pines (411 residential Lots or equivalent multi-family or commercial uses) and Cypress Bluff (l 58 Residential Lots or equivalent multi-Family or commercial uses) subdivisions prior to construction of the Phase 2 Sewer facilities (as defined below). Developer agrees to monitor the number of residential Lots or equivalent uses constructed commencing with the recording of the first subdivision plat and shall submit a report on a quarteily basis to JEA summarizing the development activity. Developer will not sell greater than four-hundred  (400) residential  Lots or equivalent multi-Family or commercial uses to be connected to  the existing eight (8) inch Sewer Force Main located in the JEA Electric Transmission and Utility Easement until the Phase 2 Sewer Facilities are completed. In order to provide Sewer service to the first four-hundred (400)  residential  Lots  or equivalent multi-family or commercial uses within  the  Property,  Developer agrees, at its expense, to cause the design, pennitting and  constmction  of a sixteen ( l 6) inch Sewer Force Main connection to the existing eight (8) inch Sewer Force Main located in the JEA Electric Transmission and Utiiity Easement  and  the Sewer Force Main constructed within the R.G. Skinner Parkway  right-of-way, all as shown on Exhibit "E." Following completion of this improvement, Developer shall convey this improvement along with all necessary easements, if such land
necessary for the easements is located on property owned by Developer or Developer's related entities, to J EA.

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Phase 2 Sewer Service and Facilities. Developer agrees to complete the  design  and construction documents needed for the  facilities and  improvements  set forth in this Section 7.2 at or before the connection of two-hundred (200) Residential Lots or equivalent multi-family or commercial uses on the Properly. Developer agrees to commence construction of the facilities and improvements set forth  in this Section 7.2 at or before the connection of three-hundred  (300)  Residential Lots or equivalent uses on the Property.
7.2.I Phase 2 Sewer Force Main. Developer agrees to  cause  the  design,  permitting and construction of a twenty-four (24) inch Sewer Force Main from the point of connection between the sixteen (i6) inch Sewer Force Main and the existing eight (8) inch Sewer Force Main  described  in Section 7.1 to the existing twenty-four (24) inch  Sewer  Force  Main located at or near the intersection of U.S. Highway 1 and Judith Avenue, (the "Phase 2 Sewer Force Main") a!l as shown on  Exhibit  "E."  JEA agrees that it shall secure all necessary easements and  right-of-way  on lands not owned by Developer or Developer's related entities to construct the Phase 2 Sewer Force Main. JEA shall provide or pay for any wetland mitigation required for the construction of the Phase 2 Sewer Force Main. Developer shall be responsible for the design, permitting and construction management costs for the Phase 2 Sewer Force Main. JEA agrees that it shall reimburse Developer the cost of construction of the Phase 2 Sewer Force Main, per Section 9.l of this Agreement.

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7.2.2 ln-Linc Booster Pump Station. Developer agrees, at its expense,  to cause the designing, permitting and construction of an in-line booster pump station, to pump into the Phase I sixteen (16) inch Sewer Force Main and the Phase 2 twenty-four (24) inch Sewer Force Main to be located \Vithin the Greenland Energy Center two-hundred (200) foot buffer (the "In-Line Booster Pump Station"), all as shown on Exhibit "E." As is necessary, Developer, by and through D.D.1., lnc., will modify any deed restrictions  to allow for the construction, operation and maintenance, and  access  for the In-Line Booster station within the Greenland Energy Center two­ hundred (200) foot buffer. Developer shall initiate the modification  and will pay for all costs associated with modifying the deed restrictions. l f Developer fails to secure the necessary modification to  the  deed restrictions to locate the ln-Line Booster Station within the Greenland Energy Center two-hundred (200) foot buffer, an alternative  location within the Greenland Energy Center property will be selected by JEA for the In-Line Booster Station. .TEA agrees that the In-Line Booster Pump Station shall be designed and built in accordance with the Manuals and the criteria and schematic drawing set forth in the at',ached  Exhibit "F." If there is a conflict between the Manuals and the criteria contained in this Agreement, the criteria in this Agreement shall  control.  JEA  further agrees that it shall provide all the easements necessary for Developer to construct the  In-Line  Booster  Pump Station.  Upon completion  of the  ln­
. Line  Booster  Pump Station, Developer shall dedicate said improvement to

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JEA.	Access to the In-Line Booster Pump st.ation for operation and

maintenance shall be from the Greenland Energy Center property.

Dedication of Improvements. Upon satisfactory completion of the Water, Sewer and Reclaimed improvements. Developer shall dedicate each individual improvement to JEA along with all necessary easements and documentation as necessary for that purpose, including but not limited to, a bill of sale, as-built drawings, schedule of values and a waiver and release of lien both in form acceptable to JEA. Upon receiving the required
documentation, JEA will issue a utility acceptance letter and  take  on  ownership, operation and maintenance authority of the installed Improvements which shall become part of the JEA Utility System. The Developer's contractor will  continue  to  be responsible for the repairs and replacements required as covered by and described in the warranty made directly to JEA for customary warranty, as required by JEA.
General Requirements

,TEA Reimbursement of Construction Costs. As to any Developer  Improvement for which JEA is required to reimburse Developer for the constrnction costs, upon completion of at least fifty (50) percent of the total work for the project to be performed under an applicable contract, and satisfactory review and approval  of the Developer's application for payment by JEA's Manager, not later than thirty
(30) days from the submittal to JEA of the approved application for payment in satisfactory form, JEA shall make a fifty (50) percent progress payment  on  account of the contract price for the improvement. This fifty (50) percent payment shall be measured by a Schedule of Values or in the case of unit price work based on the number of units completed. Upon satisfactory completion of the work in

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accordance with the project closeout and acceptance process, the Developer shall submit to JEA a request for final payment for the balance of the contract amount. Upon review and approval by the JEA Manager , JEA will pay the balance of the lump sum contract price, not later than thit1y (30) days from the submittal to JEA of the approved request for final payment in satisfactory fonn. The Developer warrants and guarantees that title to all  work, materials, and  equipment  covered by any application for payment whether incorporated in the project  or not  will pass to JEA no later than the time of payment free and clear of c:1.ll liens, judgments, encumbrances and mortgages.
Inspection. During construction of the Improvements,  JEA's  contract administration representative shall have the continuing right to inspect such installations to determine compliance with the Plans and  Spec ifications .  JEA shall have the right to control the quality of the installation and further, shall be entitled to perform standard tests for pressure, exfiltration infiltration, line and grade, and all other normal engineering tests lo determine if the system has been installed in accordance with the Plans and Specifications and good engineering practice, but it shall remain the responsibility of the Developer's  Engineer  to ceitify that such construction by the Developer complies with approved Plans and Specifications and applicable regulatory requirements.
Phasing and Projected Flow  Schedule.  Each  Development  Unit  shall  conform to the Phasing and Projected Flow Schedule. The Developer may modify the Phasing and Projected Flow Schedule only with the prior written consent of JEA, which consent shall not be unreasonably withheld.

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Bulk Reuse Water Supply Ponds. JEA agrees that irrigation for common areas sL1ch as right-of-way and parkland on the Property shall be supplied primarily by the storn1 water ponds. JEA further agrees that the storm water ponds when available, shall receive interruptible low pressure supplemental reuse supply, at bulk rates per the prevailing tariff during each month of usage, from the thirty
(30) inch Reuse Watei Main constructed on the Property, including nny portion of the Northern Reuse Water Main, pursuant to this Agreement.
Reclaimed Water Usage. AIi of the Development Units within £he Properly shall be required to utilize reclaimed water in accordance v,,ith the current JEA policies and regulations and no waivers to exclude Development Units shall be sought by the Developer.
Permits. The party responsible for 'the design of a utiiity facility shall be responsible for procurement of all applicable permits required for its construction and win submit to the other party a copy of each pennit issued for the project (such as, FDEP, SJRWtvfD, applicable FDOT, local government right-of-way
pem1its, railroad crossing approvals, etc.).

Bid Notice. Developer agrees to abide by the JEA Procurement Code as to the advertisement and notice provisions on any Developer Improvement for which
JEA is responsible for reimbursing Developer for the cost of construction. Bid results shall be submitted to JEA for approval prior to const ruction. JEA shall have 15 days within which to accept the bid, reject the bid, or request a new bid. A request for a re-bid can only be made by JEA for JEA reimbursable portions of the bid. Once the bids have been approved, JEA shall be responsible for the cost

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of construction of the applicable Developer !mprovement(s). If all bids are unacceptable to JEA, JEA shall have the right to reject all such bids and construct the work itself. Should JEA choose to bid and construct the project itself, JEA shall be responsible for the costs of additional engineering and construction management services. Unless JEA notifies Developer at the time of bid review with regard to any segment of the Developer Improvements that JEA desires to construct or contract independently in its own name for such portion of the Developer Improvements, then the Developer shall contract for construction of the Developer Improvements in Developer's name at JEA's expense m accordance with the payment procedures set forth in Section 9.J.
Bonds. Developer _shall cause its contractor to provide a payment  and perfonnance bond for the benefit of  Developer and  JEA prior to commencement of construction of the Developer Improvements for which JEA is responsible for reimbursing the Developer for construction costs.
CDD Bid Guidelines. If the duty to construct any Developer Improvements is assigned to any COD pursuant to Section 17.! hereof, such CDD shall solicit bids for construction of improvements in accordance with Section 255.20, Florida
Statutes, and any contractor awarded a contract shall be required  to  provide  a bond required pursuant to Section 255.05, Florida Statutes, for the benefit of JEA and the COD prior to commencement of construction of such improvements.  If JEA shall elect to have such COD (as assignee of Developer) constrnct such improvements, then JEA shall reimburse the CDD per Section 9.1 of this Agreement. Following completion of construction of any of the Developer

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Improvements for which the CDD causes the construction of, the COD shall

cause the dedication of the improvement to JEA.

Operation and Maintenance of Developer Improvements. Upon acceptance  and assumption of the responsibility for operation and maintenance of each individual Developer Improvement or ponion of a Developer Improvement,  all  customers  connecting to those improvements shall be deemed customers of  the  JEA System  and JEA shall set and collect all Water, Sewer and Reclaimed Water rates, fees, charges and deposits, without exception. All property ovmers and customers must provide at their expense necessary individual service lines to the Point of Delivery as  a  condition precedent to receiving Water, Sewer and Reclaimed Water Service from JEA.
Rates, Fees and Charoes. All Water, Sewer and Reclaimed Water Service shall be

provided to the Propeny at applicable rates, fees and charges in accordance with the JEA Water and Sewer Rate Document, latest edition, as amended from time to time.
Phase One Development Allocation and Provision ofWate,· and Sewer Capacitv and Reclaimed Water Capacitv.

Subject to the Developer's compliance with the terms and conditions of this Agreement, JEA shall reser:e Water and Sewer Capacity and Reclaimed Water Capacity necessary to serve Phase One Development of the Property as requested by the Developer pursuant to the Service Notice to JEA, and in an amount not exceeding the capacity set fonh in the Phasing and Projected Flow Schedule attached as Exhibit "B." Nothing in this Agreement, including the Phasing and Projected Flow Schedule, shall relieve any future JEA customers  located  within the Property from payment to JEA of applicable JEA installation and service

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charges which are consistent with the JEA Water and Sewer  Rate  Document, latest edition, as amended from time to time.
Following: i) the completed conveyance of applicable Developer Improvements, in whole or in part, to JEA, ii) payment of applicable rates, fees and charges, iii) the physical connection of a given customer installation to the JEA System, and
payment of applicable customer installation charges, JEA shall provide Water, Sewer and Reclaimed Water service lo said customers in accordance with  the terms and conditions of this Agreement and in accordance with the Phasing and Projected Flow Schedule. Notwithstanding the above, JEA does not guarantee or warrant any special service, pressure, quality, or other facility.
Developer shall provide to JEA a Service Notice at least thirty (30) days prior to Developer's commencing construction of the Phase One Development. Prior to providing any Service Notice to JEA, Developer shall have provided JEA with the completed design and permitting for the applicable Developer Improvements.
Notwithstanding anything to the contrary contained in this Agreement, the parties recognize that they may be required to obtain approvals from various environmental regulatory authorities having jurisdiction and  regulatory  power over the construction, maintenance and operation of the Water  and  Sewer Facilities and Reclaimed Water Facilities before JEA can render services to the Property. Each party will diligently make necessary and proper application to all such authorities and will use its best effects to obtain such approvals for
improvements which are to be pem1itted by such party. Applications for the approval of Plans and Specifications shall be forwarded by Developer's Engineer

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to the applicable regulatory authorities subsequent to JEA's  approval  of  such Plans and Specifications.
Phase Two DcYclopmcnt Allocation and Provision of On-Site Water and Sewer.

As of the date of this Agreement, a master plan of development has not been fully determined or designed for Phase Two development and the Water and Sewer  needs for the Phase Two Development of the Property can only be estimated. Estimates to accommodate Phase Two Development for Water, Sewer and Reuse Water have been calculated on an annual average daily flow basis in the Phasing and Projected Flow Sc-hedule attached as Exhibit "B." Developer warrants and acknowledges that the Water Mains described in Section 5 of this Agreement and  as depicted on the Water Exhibit "C", which are to be paid for by the Developer, liave been sized adequately to receive the projected flows and can accommodate additional flow beyond \vhat  has been  projected. JEA, as the owner and operator of the JEA System, upon dedication, may elect  to direct additional  flow through the system. J EA acknowledges that in the event the sixteen (16) inch and twenty
(20) inch  Water  Mains described  in Section  5 of this Agreement  and as depicted

on the Water Exhibit "C," are required to be upsized  due to flow demands off sile of the Property during the Term of this Agreement, the Developer of the Property shall not be responsible for such upsizing. The Developer warrants and acknowledges that the Sewer Force Main connection, the Sewer Force Mains and the In-line Booster Pump Station described below and in Sections 7.1 and 7.2.2 , respectively, of this Agieement and as depicted in Exhibit "E" and -'-f", which ls also to be paid  by the Developer, will be sized adequately  to receive the full  build

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out projected flows based on the Phasing and Project Flow Schedule attached as Exhibit "·B." Based upon the Phasing and Project Flow Schedule attached es Exhibit "'B," JEA acknowledges that in the event the sixteen (16)  inch Sewer Force Main or In-Line Booster Pump Station, described in Section 7.1 and 7.2.2 and depicted on the Sewer Exhibi t " E," needs lo be upsized during the Term of this Agreement due to flow being directed from off-site of the Property through
the sixteen (16) inch Sewer Force Main or throLJgh the [n-Line Booster Pump Station , the Developer of the Property will not be responsible for upsizing .
Subject to the Developer' s compliance with the 1erms and conditions of this Agreement, JEA will provide Water and Sewer Capacity and Reclaimed Water Capacity necessary to ser..e Phase Two Development of the Property as requested by the Developer pursuant to a Service Notice to JEA, and in an amount not exceeding the annualized flow set forth in the Phasing and Projected  Flow Schedule attached as Exhibit "B." Nothing in this Agreement, including  the Phasing and Projected Flow Schedule, shall relieve any future JEA customers located within the Property from payment to JEA of applicable JEA insta !lal ion and service charges which are consistent with the JEA Water and Sewer Rate Document, latest edition, as amended from time to lime.
Following: i) the completed conveyance of applicable  Developer  Improvements, in whole or in part, to JEA, ii) payment of applicable rates, fees and charges, iii)  the physical connection of a given customer installation to the JEA System, and
payment of applicable customer instal Iation charges, JEA shall provide Water, Sewer and Reclaimed Water service to customers in the Phase Two Development

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in accorda,"1ce with the terms and conditions of this Agreement and in accordance with the Phasing and Projected Flow Schedule. Notwithstanding the above, JEA does not guarantee or warrant any special service, pressure, quality, or other
facility.

Developer shall provide to JEA a Service Notice at least thirty (30) days prior to Developer's commencing construction of a Development Unit within Phase Two Development Prior to providing any Service  Notice  to  JEA,  Developer  shall have provided JEA with the completed design and permitting for the applicable Developer Improvements.
Notwithstanding anything to the contrary contained in this Agreement, the parties recognize that they may be required to obtain approvals from various  environmental regulatory authorities having jurisdiction and regulatory  power  over the construction, maintenance and operation of the Water  and  Sewer Facilities and Reclaimed Water Facilities before JEA can render services 10 the Property. Each party will diligently make necessary and proper application to all such authorities and will use its best efforts to obtain such approvals for improvements which are to be permitted by such party. Applications for the
approval of Plans and Specifications shall be forwarded by  Developer's Engineer to the applicable reguiatory authorities subsequent to JEA's approval of such
Plans and Specifications.

Limitations on Liability.

1-1.1	Each shall be an independent contractor and neither shall be an agent of the other.

22

Neither party shall  be liable or responsible to the other party as a result of injury  to property or person or failure to comply with the terms of this Agreement proximately caused by force majeure. The term force majeure as employed in this Agreement shall be acts of God, strikes, lock-outs,  or  other  industrial disturbances, acts of public enemy, wars, blockades, riots, acts of armed forces, epidemics, delays by carriers, and the inability to obtain materials or right-of-way on reasonable terms, acts of public authorities, acts of vandals, or other third parties, or any other causes whether or not of the same kind as enumerate herein that are not within the reasonable control of the parties, provided each party shall use its good iaith efforts to overcome such force majeure event.
This Agreement is solely for the benefit of and shall be binding on the parties and their respective authorized successors and assigns and no right or cause of action shall accrue by reason of this Agreement to or  for the benefit  of any third  party not a party to this Agreement or an authorized successor or assignee of this Agreement. Notwithstanding the foregoing, purchasers of  unplatted  portions  of the Property are entitled to Water and Sewer Capacity and Reclaimed Water Capacity under this Agreement under the same tenns and conditions of this Agreement.
Nothing in this Section shall be interpreted as wa,vmg or abrogating JEA's right of

sovereign immunity pursuant to Section 768.28, Florida Statutes or any successor statute. Default and Remedies. In the event of a breach of this Agreement  by  one  party,  the  other party shall have all the rights and remedies available at law or in equity. As to any material breach by either party under this Agreement, the breaching party shall proceed in

23

0

(
\. .._j

good faith to use all reasonable action to cure such breach. In the event  the  breaching party faiis to cure, non-breaching party may proceed at law or in equity to enforce its rights under Liis Agreement, including the right to specific perfonna.nce and mandamus  or lo terminate this Agreement and recover damages. Each of the parties to  this  Agreement shall give the other party written notice of any defaults under this Agreement and shall allow the defaulting party thirty (30) days from the date of this receipt of such notice within which to cure any such defaults.
Notice. Any notices iequired to allowed to be delivered under this Agreement shail be in v.-Titing and shall be deemed to be delivered when (1) hand delivered to the official designated below, or (2) upon such receipt of such notice when  deposited  in  the  United States Mail, Postage Prepaid, Certified tvfail, Return Receipt  Requested,  addressed  to a party at the address set forth under the parties name  below or  at such other address as  the party shall have specified by written  notice  to  the  other  party  delivered  in  accordance with this Agreement:
ToJEA:	VP/G v1 Water Waste·water Systems
JEA
21 West Church Street Jacksonville, Florida, 32202

Director W/W/W Giid Project Engineering & Construction JEA
21 West Church Street Jacksonville, Florida 32202

With Copy to:

To Developer

Office of General Counsel City of Jacksonville
117 West Duval Street, Suite 480
Jacksonville, Florida 32202

Enstland Timber c/o Rick Ray at The PARC Group

24

43iO Pablo Oaks Court Jacksonville, Florida 32224

With a Copy 10:	Paul M. Harden, Esq. and Zach Miller, Esq.
501 Riverside Avenue, Suite 901
Jacksonville, Florida 32202

Assiguments.

The rights and interests of the Developer under  this Agreement  may  be assigned  to any affiliate of the Developer Oi to a third party, in either case in connection \\'iL'l-i a bona fide sale, lease or other conveyance of either all of the Property or any
portion of the Properly to which the Water and Sewer Capacity  or  Reclaimed Water Capacity reserved relates, provided: JEA is notified in writing of such assignment   and   such   assignee   assumes   (and   delivered   a  signed assumption
agreement  to JEA) all of the Developer's  liabilities  and  responsibilities under this

Agreement as lo the portion of the Property conveyed  to such assignee and agrees  as a condition to service hereunder to obtain or cause to  be  obtained  any  easements or rights-of-way over and upon any portion of the Property as may be required to serve the portion of the Property conveyed to such assignee. Notwithstar1ding and in addition to the foregoing, the Developer may partially assign rights and obligations under this Agreement to any COD formed as a unit of special   purpose   government   pursuant   lo  Chapter  190,  Florida  Statutes having
jurisdiction  over any  portion  of  the  Property,  to be constructed  by such  CDD in

which event such COD shall assume those obliga tions of the Developer hereunder only as they relate to Developer Improvements  to be constructed  by such CDD and

25

JEA is notified in ,witing of such assignment and delivers a signed assumption agreement to JEA. Upon any such permitted assignment under this Section, the Developer shall be released from the obligations hereunder assumed by such permitted assignee, it being intended that upon assumption of obligations by any permitted assignee(s) this Agreement shall be independent agreements  between JEA and such permitted assignees.
JEA shall have the right to assign or transfer this Agreement or the rights and responsibilities contained in this Agreement to a properly authorized commission, authority, corporation or other public or private person, firm, or entity who acquires all or substantially all of the assets of JEA and shall cause such assignee

to assume all obligations of JEA hereunder.

Binding Agreement on Successors. This Agreement shall be binding upon  and  shall insure to the benefit of the Developer, JEA and their respective, permi!ted successors and assigns to the extent assigned and assumed by such assignee in accordance with this Agreement. Time is of the essence with respect to all provisions of this Agreement.
Recordation. The parties agree that an executed copy of this Agreement and exhibits  shall be recorded in the public records of Duval County, Florida.
Applicable Law and Venue. This Agreement and the provisions contained in this Agreement shall be construed, controlled and interpreted according to  the  laws of the State of Florida. Litigation involving this Agreement shall take place in the  state  or federal courts located in Duval County, Florida.
Representations and Warranties.

Developer makes the following representations.

26

21.l.l Developer is a limited liability company duiy organized,  validly  existing and in good standing in the State of Florida, is authorized to do business in the State and has ail requisite corporate power and authority to enter into and fully perform this Agreement.
21.l.2 All necessary action on the  part  of the  Developer to authorize execution and delivery of this Agreement and the performance of its  obligations under this Agreement have been duly taken and, assuming due authorization, execution and delivery by JEA, this Agreement  shall  be valid and enforceable against Developer in accordance with its terms.
21.1.3 To the best of Developer's knowledge and belief after due inquiry, the  terms and conditions of this Agreement do not  violate  the provisions of any applicable law or any applicable ord.er or. regulation of any government authority having jurisdiction over Developer and compliance with this Agreement will not violate the tem1s and conditions of any agreement or instrument to which Developer is a party.
JEA makes the following representations:

JEA is a duly organized and validly existing body corporate and politic of the State of Florida. JEA has full power and authority to enter into the transaction contemplated by this Agreement.
To 1he best of its knowledge and belief after due inquiry, JEA is not in default under any provisions of1he laws of the Stale of Florida material to the perfonnance of its obligations under this Agreement. JEA has duly authorized the execution and delivery of this Agreement and assuming the

27

due authorization, execution and delivery of this Agreement by the other parties, this Agreement constitules a valid and legally binding obligation  of JEA enforceable in accordance with its terms.
To the best of J EA' s knowledge and belief after due inquiry, the terms and conditions of this Agreement do not violate the provision  of  any applicable law or any provision of the constitution of the State of Florida.

[This space left blank intentionally]

28

IN WITNESS WHEREOF, the Developer and JEA have executed or caused this Agreement with the named exhibits attached, to be duiy executed in counterparts, each of which shall be considered an original executed copy of this Agreement, the day and year  set  forth above.

B?t5/UWI

FOR.iv! APPROVED BY:	JEA:
 Kod..-
---15'<trA.v ffoc.l,	

Print Name
FOR.iv1 APPROVED BY OFFICE OF GENERAL

SEL

n

$.J  it;;	l, 1312-0.J/C],
Print	e
Assistant General Counsel

DEVELOPER:

EASTLAND TIMBER, LLC
a Florida limited liability company

By:	 	./4
tJ-ed	b,:1,vi: s

Print Name

29

Exhibit "A"	- Exhibit ;'B'' Exhibit "C" Exhibit "0"	- Exhibit "E" Exhibit "F"

EXHIBIT LIST

Property, R.G. Skinner Parkway and interchange Phasing and Projected Flow Schedule
Water Exhibit Reuse Exhibit Sewer Exhibit
In-Line Booster Station Design Criteria and Schematic Drawing

30

P"'CSl. 1
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.	COAST	\
SCHOC<

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122 ERC	PAAC8. 6
135 ERC

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LEOEND

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NOTE:: ER	LISTED AR£: APPRO:i:JIJATe.

PARCEL 9
103 E?.C	'1

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PARCEL 10
11 ERC
(M<mTEREY PiNES)
(""""' 1)

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(PH1'Sc: 1)

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Pi\=i.CEL 15
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Prlll'm:£0 R.G.
Sl{!N lER PKWY R/H

.';

GREE.'iLM{O   POTABLE WATEP.
PROOUCTIOH FACILITY

www.rma11gas com tel 904-642-8550 • fax 904-642-4165
14775 Old St  Augi:slir;e Road• Jacksonvi!ia. Fiorida 32258

October 9, 2013 Davis 9A/9B Pagel of 4

EXHIBIT 11A" 20F26
Pa.reels (2, 3-5, 6, 7-8, 9, 10)

W.O. No.13-171.00 File No. l23A-03.00M

Zoning Parcel A

A portion of Sections 32 and 33, Township 3 South, Range 2S East, together with a portion of Sections 4, 5, 8 and 9, Township 4 South, Range 28 East, Duval County, Florida, also being a portion of those lands described and recorded in Official Records Book S000, page 908, Official Records Book 8208, page 652, Official Records Book 14860, page 1256, and Official Records Book 9494, page 912, all of the current Public Records of said county, being more particulo.rly described as follows:

For a Point of Reference, commence at the Northwest comer of-said Section 33; thence North &8°J 7'28" East, along tha North line of said Section 33, a dist.a.11ce of 1343.30 feet to the Point of Beginning .

From said Point of Beginning: lhence continue North 88c37'28" East, along said North line of said Section 33, a distance of 289.49 feet; thence  South  07"44 '34"  East,  depa rting said North lin e, 1305.77 feet; thence South 13°31'53" East, 2389.14 feet; thence South 04"33'08'' West, 1865.63 feet; thence South 18"03 '25" West , 1232.39
feet; thence South 05°12'52" East, 206 l.3 ! feet; thence South 19°40'49" West, 2086.86
feet; thence North 25°50'42" West, 1285.42 feet; thence North 06°16'27" East, 771.50 feet; thence North 74°11 '47" West, 311.39 feet to a point on a curve concave Westerly having a radius of 1250.00 feet; the nce Southerly along the arc of said curve, thr01.1gh a central angle of 06°11 '2 I" , an arc len gth of 135.03 feel to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 20°00'40'' West, 134.96 feet; l'1cnce South 23°06'21'' West, 707.62 feet to the point of curvature of a curve concave Northwesterly hc.ving a r-adius of I 500.00 feet; thence South wesie rly along  the  arc  of  said  curve,  through  a  central  angle  of  2 J0   i3' 22,,, an  arc  length  of
555.61 feel to the point of tangency of said curve, said arc being subtended by n chord bearing and dis tance of South 33"43 '02" West, 552.44 feet; thence South 44°19'44" West, 334.83 feet to the point of curvatu re of a curve concave Southeasterly having a radius of 1500.00 feet; thence Southwesterly along the arc of said curve, through a central angle of 28°48' 08", an arc length of754.04 feet to the point of tangency cf said curve, said arc being subtended by a chord bearing and dislancc of South 29°55'39" West, 746. I 3 feet; thence South 15°31 '35" West, 408.00 feet to the point of curvature of a curve concave Easterly having a radius of 5000.00 feet; thence Southerly along the

Oc!ober 9, 2013 Davis 9t-J9B Page 2 of 4

EXI-IIBITn Att
30F26

W.0. No.13-171.00 File No. 123A-03.00M

Zoning Parcel  A (continued)

arc of said curve, through a ccntrn.l angle of 15°53'48'', an arc length of 1387.25 feet to ihe point of tangency of said ClJPlc, said arc be1ng subtended by a chord hearing and distance of South 07°34 '41" West, 1382.S0 feet; thence South 00°22' 13" East, 515.03 feet; thence South 88°55'30" West, i 724.89 feet 10 a point on the ei-:isting Easter1y limited access rlght of way line of Stnte Road No. 9B, n 400 foot Emited access right of way per Florida Depanment of Trnr.sportation right of way map Sect\on 72002-25 l 3 Financial Project No. 209294-1; thence North 14°27'30" West, along said existing Easterly limited access right of way line, 403.98 feet to the point of curvature of a curve concave Easterly having a radius of 5529.58 feet, thence Northerly,  continuing  along said existing Easterly limited access right of way iinc and along the arc of said curve, through a central angle of 14iJ09'36,,, an arc length of 1365.57 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and  distance  of North 07°22'42" \Vest, 1363. i O feet; thence North 00°17'54" West,  continuing along said existing Easterly limited access right of way line, l 535.0 l feet lo u point of intersection with the: existing, Easterly limited access right of way line of St.ite Road No. 9A, a variable width limited "cccss right of way per Florida  Department  of Transpcriation right of way map Section 72002 25 I 1, 'Nork Program [denti!ication No. 21 l 4883, s;iid poinl also being on a non-langenl curve concave Westerly  having  a radius of 3000.00 feet; thence Northerly along  said  existing  Easterly  limited  access right of way !inc the following 4 courses: Course l, thence Northerly, departing said existing Easterly limited access right of way  line of State Road  No. 9B and  along th<: arc of said curve, through a cent;a! .ingle of 29°3 I '2J", an arc length of I S45.S2 feet lo th6 point of tnngeocy of said curve, said arc being subtended by a chord bearing and distance of North 07°27'47" East, 15 2&.7 8 feet; Course 2, ihence North OT'l 7' 54"  Wes!, 984.62 feet to the point of curvature of a curve conc.,we  Easterly  having a radius of I l 600.00 feet; Course 3, thence Northerly along the arc of said cw·ve, through  a central angle of 07°00'00'', an arc. leogth of 1417.21 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and clistan,:e of North 03""47'54" West, 1416.33 feet; Course 4, thence North 00° l 7'54" West, 3893.50 feet to a point on the Soulher!y line of those lands described and recorded :n Oflicial  Records  Book 143110, page 1809 of said current Public Records; thence Easterly along said Souther l y line the following 49 courses: Couisc 1, thence South 89°59'26" fa::.t, departing said existing  Easterly  limited  access  right  of  way  line of State Road  No. 9A, a distance of
432.74  feet; Course  2, thence  North  21°15'25"  West, 36.30  feet; Course  3, thence
North  20°45'13" West,  89.37  feet; Course 4,  thence  North 02°1-4'31"  East, 76.89 feet;
Course 5, th,!nce !'forth  05°05'57"  't/cst, 76.05 feet; Course 6,  thence  North 06"'49 09"
East,  66.87  feet;  Course  7, thence  North  07°59'28"  East, 82.84  feet; Course 8, thence
North  16°34'34'' East, 50.24 feet; Course 9, thence  North 68°48'58" East, 59.12 feet;
Course I 0, thence North 76°43 '46" fa,sl, 45.45 feet; Course 11, 'thence South

October 9. 20l 3 Davis 9A!9R Page 3 of4

EXHIBIT "A"
40F26

W.O. No.l 3-l 7LOO File No. 123A-03.00M

Zonir,g Pareel A (continued)

78°23 '48 ' East, 52,05  feet; Course  I 2, thence South 39 08'4T'  Enst, 58.60 feet; Course

1

IJ,  thence Soul.h  39 :::2.81 45,. E2sr   74.97  feet; Course 14,  thence South  05°56'1 811     East,

1

68.71 feet; Course 15, thence South 26°13' !2" We.it, 65.57 feet; Course 16, thence South 06°431 0811   \Vest) 65.S4  feet; Course  I?,  thence South 19°43'54" East, 70.06 feet; Course   18,   thence   South   85°03159"   East,   47.28   feet;   Course   19,   thence   South 85°54'54'' East, 65.61  feet; Course  20  thence North  73°03'34'' East, 72.99 foct; Course 2 l,  thence North 80°3 i  l 8)' E:isli 63.06  feet; Cuurse 22  thence North 16°01 '47" East,
59.50 feet; Course 23, thence North 47°16)3?1' Ea-st, 59.12. feet Course 24, thence South 80°10\42" East, 68.96 feet: Course 25, thence South 16°30'351) East, 62.48 feet; Course 26, thence South I 7°56' I, 4 1 West, 59.5 I feel; C011rse 27 thence North 89°48'i8" \Vest, 35.19 foet; Course 28, thence South 35°54'27'' \Vest, 39.94 feet; Course 29, thence South 05°38'0T' East, 63.89 feet; Course 30, thence South 55°17' 48"1      East,  39.15  feet;  Course  31   thence  South  39°59'26"  East,  294,87  feet; Course 32, thence North 34°56'34n East, 54.72 feel; Course 33,  thence  North 22cOT4 l" East, 59.05 feet; Course 34, thence North i0°52'36n East, 60.69 feet; Course 35,  thence  North  82°56'19" East, 29.72 feet; Course 36,  thence  North  l 6coe  2T1     East,

1

39.94  feet;  Course  37,  thence  North  72°50'32')  \.Vest  53.92  fee1; Course 38, thence
Nor1h 13.::45'1 i'' East, 35.39 feet; Course 39) thence North 73-:i39,04n East, 46.76 feet; Course  407     tbencc   South   4S0     i 4' 27''   East>   56.63  feel;   Course  41,   thence South
62°54'37'' East) 60.74 feet; Course 42, thence North 82°34'2 i11   East, 69.28 feet; Course
43, thence  South  42°33' 13n  East> 62.46 feet; Course 44,   thence. North 84°40'50" Easl,
66.44 feet Course 45, thence North 11 °I6'49" East)  57.07  foet;  Comse  46  thence No11h 09'59'0i" East, 75.29 foot; Course 47, thence North 08°03'20" East, 61.!8 feet; Course   48,   th:mce   South   81  39' 47'1       East,   86.64   feet;   Course   49    thence   South 85°54 '44» Eas t1    5 l.63 feet; thence South 45°09' IJ"  East, cfop2:1rting said Southerly  line>
35.48 feet to the Noriheast corner of those lands  described  and  recorded  in  Officiai Records Book 14863, page 466 of said curr¢nt Public  Records;  thence  along  L1e boundary of last said  lands  the following  J  eourses:  Course  ! ,  thence 'l"Jort.h g9c59)26"
\'.Vest  70.00 feet; Course 2} thence South 00°00'34"  \Vcs t1    65.00 foet; Course J,  thence South 89°59'26,i East, 70,00 fet.t the Southeast cornier thereof, said comer lying on the existing \Vesterly righl of way line of R.G. S!dnner Parkway Extension, a 110 fo::>t right of  way  as  presently  established;  thence  South  00  001 34 1    \Vest,  along  said  \Vestcrly right of 1.-vay line, 107.34 feet to ihe Southerly tcnnious of said R.G. Skinner Parkway Extension  thence Sooth 89°591 26"  East,  departing said  \Veslerly  right of wuy  Hne and along said Southerly terminus, 1 !0.00 feet to a point on the Southerly line of said Official Records Book I '-1340, pnge 1809; thence Easterly und Northerly along the Southerly and Ea tcrl y line of last said lands the following 62 courses: Course !, lhence South 00°00'34" \Vest, departing said Southerly terminus  1    145.55 feel; Course 2; thence
South  89°59'26"  East, 2280.15  feet;  Course 3,  thence  No11h  07°41'27"  West, 12.17
feet; Course 4, thence North 20°26 1 25" Wcsl, 28.98 feet; Course 5, thence North

October 9, 20! J Q3vis 9A/9B Page 4 of 4

EXHIBITn A"
5 OF 26	W.O. No.l3-i7l.OO
File No . l 23A-03 .00M

Zoning Pn,ce\ A (continued)

06°37'03"  East, 35.94 feet; Course  6,  thence North 26"09'20" East, 47 .24  feet; Course.
7, thence  North  10°50'26" East, 18. I 2 feet; Course  8,  thence  Ncrth  i 9°2T45''  .Cast,
19.37 feet; Course 9, th enc::. North 10°56'37" East, 57.23 feet; Course 10, lhence North 31c50'19" West, 53.99 feet; Course 11, thence Nonh 25°5!'04'' West,  36.99  feet_;  Course 12, thence North  29°13'43"  West,  2L65  feet;  Course  i3,  thence  North 71°51'12"  West,  34.33  feet;  Course  14,  t nce  North  04°17'54"  East,  38.72  feet;  Course  15,  thence  North  00°16'03"  2.ast,  J 1.09  feet;  Course  I 6,  thence  North 16°06'04"  East,  32.i8  feet;  Course  17,  thence  North  20"33'04"  West,   21.97   feer; Cotim: I 8, then-cc North 56°02" 19" Wes t, 40.42 feet;  Course  19,  1.hcn e  North 02c24'10" \.Vest, 36.61 feet; Course 20, thence North 02"52'24"  East,  35.41  feet; Course 21,  thence  North  00°06'57"  East,  45.28  feet;  Course  22,  t}icnce  North osc-57'28"   East,   54.79   feet;  Course   23,   thence   North   06°50'55"   \Vest,   38.58 feet;
Ccurse   24,   t-h     nce   Norih   14°46'!7"   East,   32.02   feet;   Cou;sc   25,   thence North
24 38'30" East, 38.36 foet; Course 26, thencc. Ncnh 2 l "'J 6'45" East, 42.29  feet;  Course
27, thence  North  46°4) '48" East, 24.93  feet; Course  28,  thence North  09°37'57" .East,
38.41 feet; Course 29, thence North 40c.13'50" East, 35.75 feet;  Course  30,  thence North 2Y'J6' i 2" East, 31.37 feet; Course 31, thence North 21°l 8'20" East, 52.69 feet; Course 32, thence North J0i,51 '04" Wesl, 5l.l4 fuet; Course  33,  thence  North  62°04'55" West, 46.62 feet; Course 34, thence  North  18"00'39"  \Vest,  57.i4  feel; Course 35, thence North 25"51'03" \Vest, 5l.l6  feet;  Course  36,  thence  North 64°02'20'' VJest, 56.18 feet; Course 37, thence North 64°3 l '59" West,  44.40  feet; Course 38, thence North 45°i I' 49" West, 58.29 feet; Course 39. thence  North  37°43'23'' \Vest, 68.80 feet; Course 40, thence North 02°41 '36"  West,  88.50  feet; Course 41, thence North 02°06' ,9" West, 73.09 feet; Course 42, thence North  04°53'38" East, 86.05 feet; Course 43, thence North 05°05'30" East, 95.10 fee l.; Course 44,  thence North 28°50'30''  West: 58.14  feet; Course 45, thence North 4g::55·53"  West,
68.30 feet; Course ,i6, thence North 45°34'57'' West, 74.88 feet;  Comse  47,  thence North 29°56'25" \Vest, 51.40 feet; Course  48,  thence  North  !2°05'37"  West,  72.07 feet; Course 49, th nce Noil.h 3!""46' 26" East, 28.73 feet; Course  50,  thence  North 62°21 '20'' East, 59.52 feet; Course 51, thence }forth 89'1 26' 28" East, 25.20 feet; Course 52,   thence North 82°18'54" East, 55.94 feet; C,1ursc 53, thence South 65"'50 ' 59 ' ' East,
41.72 feel; Course 54, thence South 66c19'42" East, 49.58 feet; Course 55, thence North  47°17'56"  East, 30.64  feet; Course 56,  thence North  84,:,19 ' 39''   East, 48.59  feet; Course 57, thence South 67°19' 52' ' East, 48.05 feet;  Cou;se  58,  ihence  North 57"16'24" East, 26.00 feet; Course 59, thence Non.h 89"32'02" East, 47.84 feet ; Course 60, them:e Sou th 87°36'33"  East,  51.75  feet; Course 61, thence North  85°07' 24''  East,

50.JS feet; Course 62; thtnce  North  01°03'43"  West,  1 1 5. 11  foet , tc Begin ning .

Containing 1092.54 a 1es, more or i ss.

the Point of

()	()
·-- SK End:c:'!:'H':",T, O A":"C":'C'::"0:1"!M P!"!)4'7'N;';";Y""';:D E SC R="r':'::!PTI O!'!"N!""c0 F -
A PORTION OF S£CTIONS  32  AND 33,  TOWNSHfP  3  SOUTH,  RANG£  28  £'.AST,  TOG£TH R WlTH  A  PORTION  OF  SE.Ci/CNS  41  5  8  AND  9,  TO'llNSHfP  4  SOUTH,  RANGt  28  EAST, DUVAL COUNTY, FLOP.JDA, ALSO 8£!NG A PORTION OF THOSE LANDS 0£SCRf8£D AND RECORD£D  IN  OFFICIAL  RECORDS  BOOK  8DOO,  PAG£  908,  Of"FlC!AL   RtCORD5  BOOK  8208. PAG£ 552, OFFICIAL  RtCO.tWS  BOOK  14860,  PAGE  1256,  AND  OFFICIAL  RECORDS BOOK  9494,  PAGE  912,  A.LL  01   THE  CUP.?,£NT  PUBLIC   RECORDS  OF  SAJD  COUNTY, BpNG MOR£ PARTICUL4Rt.Y D£SCRi8£D IN Sf:PARAT£ ATTACHMENT.

0.R.B. 8208
PAGf 552

:oe

0.P..EI. 8000
PAC£"

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PROPOSED ZONING PARC£L A 1092.SJ ACRES ±
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5COTT A. GRAHAM PROF'tSS!ONAL SUR\t'EYO,q, ANiJ MAPPCR
Sit.TE of FLORIDA LS No. SS45

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EXHIBIT "A" 6 OF 26

A PORilON OF  S£CTICN3  32  AND  33,  TOYINSHfP  3  SOUTH.  RitNGE  2B  EASr,  TOG£THER 'r'l!TH A PORTiON or SECTIONS 4,  5.  B  AND  :,  TOWNSHIP  4  SOUTH.  RANG£  28  EAST, DUVAL COUNT(, FLORiDA•. ,.\LSD B£1NG A PORTION OF THOSE LANDS DtSCRfBED AND
RECORDED JN OFFICIAL P.£CORDS BOOi( 8000,  FAG£  908,  OFFICIAL  RECORDS  BOOK 8208, PAG£ 052, OFFICIAL R£COP.DS BOOK 148$0, PAGE 1255, AND OFFICIAi.. .'?£CORDS
800K 9494, ?AG£ 912, ALL OF THC CURRENT PUBLIC RECORDS OF SAJO COUNTY.

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PAGE 1256

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EXHIBIT "A" 7 OF 26

A PORTION OF S£CTiONS 32 AND 33,  TOWNSHIP  3  SOUTH.  RANG£  20  £AST  TOG£TH£,'T WITH A PORTION OF SECTiONS 4, 5,  a  AND  9.  TOWNSHIP  4  SOUTH,  RANG!  28  £AST, DUVAL COUNi'f, FLORIDA, ALSO BEING A PORTION OF THOS[ LANDS D£SCRi8CD AND
R£COR0£0   IN  OFFICIAL   RECORDS  800,'(   8000,   PAGE   908,  OFr!CiAL   Rf:COROS   BOOK 82D8 PAG£ 552, OFFICIAL RECORDS  BOOK  14850,  PAGE  1250,  AND  OFFICIAL  RECORDS BOOK 94.9.l, PAGE 9 I 2, ALL Of" TH£ CUP.RENT PlJBUC RECORDS OF SAID COUNT(,
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EXHIBIT "A" 8 OF 26

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or

A PORTION OF S£CTJONS 32 AND .3.3,  TOWNSHIP  3  SOUTH,  fUdiGt  28  £AST,  TOG£TH£P. WITH A PORTION OF S£CTJONS 4, .5,  8  A.ND  9,  TOWNSHJP  4  SOUTH.  RANG£  2B  £AST, DUVAL COUNTt 1 FLORIDA, ALSO 8€;/NG A PORTION OF THOSE LANDS D£SCRJB£D  AND RECORDED  IN  OFFICIAL  RFCORDS  SOOK  8000,  FAG£  908,  OFFICIAL  RECORDS  BOOK  8208, PAGE: 652, OFFIC/Al RECORDS SOOK !4560, PAGE: 1255, AND Dff!CIAL RECORDS
800,'(  9494,  P/iG£  912,  ALL  OF  TH£  CURP.£NT PUBLIC  RECORDS	SAJD COUNTY.

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EXHIBIT "A" 9 OF 26

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A PORTION OF S£CTiONS 32 AND 33, TOWNSHIP 3 SOUTH,  RANG£  28  £'AST,  i0G[TH£R WiTH A POf?TJON OF S£CTiONS 4,  S,  8  AND  9,  TOWNSHi?  4  SOUTH,  RANG£  28  EAST, DUV.J,!. COUNTr, FLORIDA, Ai.SO BSNG A POF?TION OF THOSE UNDS DESCR!B(O AND R£CORDW IN OFFICIAL RECORDS 80 0 , 8000, PAGE 908, OFFICIAL RfCORDS BOOK

or

8208, P..\G£ 552, OFFICIAL R[CORDS BOOK 14850, FAG£  1255,  AND  DFFiCIAL  R£COf?DS BOO:< 9494, PAGE  912 , .ALL	TH2 CLJRR[NT PUBLIC RtCOP.DS OF SAID COUNTY.

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PROPOS!D  ZONING  PARCE:L  A
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WiTH A POFtTION OF S[CT!ONS 4, 5 , 8 MID  9,  TOWNSHIP  4  SOUTH,  RANG£  28  £AST, DVYAL  COUNTY,  FLORIDA,  ALSO  BEING A PORTION	THOSE LANDS orscmarn AND R£COR.DED  IN OFFICIAL RECORDS  SOOK  8000, Pi4Gt 908, OFF/CU/. ,'?[CORDS  BOOK 8208, PJ.G 552. OFFICIAL RECORDS B00j( 1::eso, PAG£ ; 256, AND OFrJCIA.l RE:COlrDS
BOOK 9494, PAGE 912, AlL OF THE CU. firNT PUBLIC RfCOP.DS OF' SAW COUNTY•

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SHEET 5 OF 5

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EXHIBIT "A" 11 OF 26

October 9, 2013 Davis 9.Af9B Page 1 of 2

v 	"."'.v.rmangas .corn

1e1 904 -5 42·8550 • fax 904-642-4165
14775 Oln SI   Augustine  Road• Jacksonville, Florida 32256
EXHIBIT "AH
12 OF 26
Parcels (12,  13, 14, 15)	\V.O. No.13-171 .00
File No.  l 23A-03 .00L

Zoning P:i'.lrcel B

A portion of Sections 8, 9 and 17,  To-vmship  4 Soulh. Range  28  East,  Duval  County,  Florida , also  being a portion of those lands described  and recorded  in Officfa! Records Book 14860, page    I 256, of L'le current Public Records of said county, being niore particularly described as follows:
For a Point of Referenc , commence  at  the  Southeast  comer  of  said  Section  S;  thence  North 00°34 '30" West, elong the Easterly line of said Section &, a  distance  of  1284.21  feet  to  the  Point of Beginning.

From said Point of Beginning, lhence South  16°19' 17"  West,  departing  said  Easteily  line, 1667.05 feet; thenec South 56°47'47" West,  1747.63  feet  to  a  point  being  on  the  existing Easterly limited access right of way line of State Road  No. 9B, a 400  foot limited  access  right of way per Florida Department of Tra.J1sportation right of way map Section 72002-2513, Financial Project No. 209294-1, said point being on a curve  concave  Westerly  having a  radius  of23118.31 feet; thence Northerly along said existing Easterly  limited  access right of  way  line and  along  the arc of said curve, through a  central  a,,gle  of03°08'47",  an  arc  length  of  1269.50  feet  to  a  point on said curve, said arc being subtended by a chord bea.ring and  distance  of  North  12°14•  55" West, 1269.34 feet; tl1e nce Northerly departing said existing Easterly limited access right of way line and along the arc of a curve concave Easterly having  a  radius  of  2906.00  feet,  through  a central angle of 09°4T27'', an 2rc length of 496.59 feet to  the  point  of  tangency  of  said  curve, said arc being subtended by a chord bearing and distance of North 03°48'41" West, 495.98 feet; thence North 01°05 '03" East, 632.38 feet to the  point  of  curvature  of  a  curve  concave Soufaeasterly having a radius of 56.00 feet; thence Northeasterly along the arc  of  said  curve, through a central angle of i4°27'27", an arc length of 72.77 feet to the  point  of  tangency  of said curve, said arc being subtended by a chord bearing  and  distance  of  North 38°18'46" East, 67.76 feet; thence North 75°32' 30" East, 240.1 I feet to the point of  curvature  of  a  curve  concave Northerly having a radius of 1142.00 faet; thence Easterly along the arc of said cunie, through a central a,--igJe of I 4°54'30", an arc length of 297. t 5 feet to a point on said curve, said arc being subtended by a chord bearing and distance of North 68"05' 15" East, 296.31 feet; thence North 291)22'01''  West,  284.00  feet  to  a  point  on  a  curve  concave  Northwesterly  having  a  radius of
858.00 feet; thence Southwesterly along the arc of said curve, through a central angle. of 02"53'29", an arc length of 43.30 feet to a point on said curve, said arc being subtended by a  chord  bearing and  distance of South 62"04' 44'' West, 43.29  feet;  thence South 79°24'50" West,
48.54  feet  to  a  point  on  a  curve  concave  Northerly  having  a  radius  of  846.00  feet; thence
Westerly along the arc of said curve, through a central angle of 08°51> 13'', an arc length of

0	0

October 9, 2013 Davis 9/J9B Page 2 of2

EXHIBIT "A" 13 OF 26

W.O. No. i3-i 71.00 File No. l23A-03.00L

Zoning Parccl B (continued)

130 .73 foet to th point of t mgency  of  said  curve, said  arc  being subt<:n&d  by  a chord  bearing and distance of South 71°06'53" We-st, 130.60 feet; thence-South 75°32'30''  Wes t, 273.37  f-eet  to l.rle point of curvature of a cur,re concave Nor'J1erly having a radius of 56.00 f-eet thence Westerly aiong L1e arc of said cu..--vc, through a cenlraT  angle of 67"15'4 l ",  an arc  length  of 65.74 feet  to the poinc of tangency of said Clli--Ve, said arc being subtended by a chord bearing and distance of North 70°49'40" West, 62.03 feet; thence North 37°11 '49" West, 190.90 fet;t to the point  of  ctt.rvature of a cu.r-,e concave Northeasterly having a radius  of  2000.00  feet;  thence NortJn.vesier1y along the arc of said curve, through a c.entral angle of 21"24'28", ari arc length of
747.27 feet to its intersection with said existing Easterly lirr.itcd access right of way line of State Road No. 9B, said a.re being subtended by a chord be.a.ring and distance  of  North 26°29'35" West, 742.93 feet; thence North 14°27'30'' West, along  said  existing  Easte;ly  limited  access right of way line, 680.09 feet to a point on a line 300.00 feet North of and paraH l with the Southerly line of the North one half of said Section 8: thence NorLl-i  88°55'30" Eas!, depaning said existing Easterly limited access right of way line and along said parallel line, 1724.89 feet; thence North 00 22'13'' West, departing said parallel line, 419.02 feet; thence North 89Q37'47" East, 1699.99 feet; thence South 04"56'56" West, 747.73 feet; thence South 16"19' 17" West 1412.42 foet to the Point of Beginning.

Containing 215.23 acres, more or less.

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SKETCH TO ACCOMPANY DESCRIPTION OF
A  ?OP.TION  OF  SECTIONS  8,  9   AND   1 7,   TOWNSHIP   4   SOUTH, RANG£ 28 £AST, DUVAL COUNTY, FLORiDA, ALSO 8£iNG A PORTION OF
THOSE LANDS D£SCRl8fD AND R[COt?DED fN OFFiCIAL  RECORDS  BOOK  14860, PAG[ 1255, OF THt CURRENi PUBUC RECORDS OF S,UD COUNTY,

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SEAL	FLORIDA : !C£NS€!J SURV£YOR ANO .VAPPE,7

ROBERT ,t ANGAS ASSOCIATES, INC.
St!IIVEYOilll  • l'LAIIIIE S  •  c:VJL l;II Q!Met n a
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SCOTT A. GFl,',HAM PROF"rSSIOf/AL SLJRl-f:YO. ANO UAF'PE,"1
STA It cf Fl..OftlOA LS N:1. 55.;ii

Revised September 25, 2013 Davis 9B Interchange Land Pagel of2

OF 26

EXHIBIT UAH

Y.lW\'1 rmangas com
1:1 S04·642-8550  •  tax 904-642·4165
14775 Olds,.. Augustine Road• Jac!(sonvilie, Flor,d3 3225B

Parcel (17)

Work Order 1-3- 146.00 File No. l 22F-27.00D

Zoning Parcel C

A portion of Sections 8 ax1d 17, Township 4 South, Range 28 East, Duval County,  Florida,  also  beLr1g a por-Jon of those lands described a'ld recorded in Official Records Bock 5829, page 373, of the current Public Records of said county, being more particularly described as fol!o\.vs:

For a Point of Reference, cormnence at the S-outhwcst corner of said Section 8; thence North 01°03'14" West, along the Westerly line of said Section 8, a dista.nc.e of543.07 feet to the Point of Begi.nni ng.

From said Point of Beginrung, thence continue North 01°03'14" Wesl, along said Westerly line,
394.75 feet to the Southwest corner of JEA Well Site No. 3, ns described and recorded in Official Records Book 12303, page 2322, of said current Public Records; thence along the boundary line of said Well Site No. 3 the follo1,ving 4 courses: Course 1, thence South 89c58'01" East, departing said Westerly line, 129.90 feet; CoU:.-se 2, thence North 02°12'30" Wesl, 121.09 feet; Course 3, thence North 18"'02'51" West, 83.l O feet; Course 4, thence North 89,.,58'01" West, 103.17 feet to the Northwesterly comer thereof, said comer lying on said Westerly fine of Section  8;  tl)ence North 01°03'14" West, along said Westerly line, 843.13 feet; thence North 85°20'35" East, depa..-t.ing said Westeriy iine, 2226.12 feet to a point on n curve concave Westerly having a radius of2906.00 feet; thence Southerly along the arc of said curve, through a central angle of03"23'53", an arc length of 172.35 feet to the poL,t of tangency of said curve, said arc being subtended by a chord bearing and distance of South 02°22'23" East, 172.32 feet; thence South  00°40'27" East,  670 .77 feet to the poL'lt of curvature of a cw-ve concave Northwesterly having a radius of 56.00 feet; thence Southwesterly along the arc of said cun'e, through a central angle of 76°12'57", an arc length of 74.49 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and dist.a.nee of South 37°26 '01" 'Nest, 69.12 feet; thence South 75°32'30" West, 351.18 feet; thence South 14°27'30" East, 284.00 feet; thence North 75°32'30" East, 106.88 feet; thence North 89°02'14" &st, 51.42 feet; thence North 75°32'30,, East, 202.40 feet to the point of curvature of a curve concave Southerly having a radius of 56.00 foet then_ce Easte rly along the arc of said curve, through a cenL-al angle of 7l0 14'3 5", an arc length of 69.63 feet to the point of tangency of said cu.,.-vc, said arc being subtended by a chord bearing and distance of South 68°50'13" East, 65 .23 feet; thence South 33°12'56" Easl, 382.39 feet to the poll:t of curvature ofa curve concave SCluthwesterly having a radius of 2000.00 feet; thence Southeasterly along the arc of said curve, through a central angle of 19°33 '20", an arc length of 682.62 feet to a point lying on the Westerly limited access right of way line of State Road No. 9B, a 400 foot limited access right ofwey per Florida Department of Transportation Right of Way Map Section 72002-2513,

0	(J

Revised Septembei 25, 2013 Davis 9B Interchange Land Page 2 of2

EXHIBIT HA"
OF 26

Work Order 13-146.00 File No. 122F-27 .00D

Zoning Parcel C

Financ ial Project No. 209294-1, said arc being subtended by a chord bearing and distance of South 23c26'15" East, 679.31 feet; thence Southerly along said Westerly limited access right of way line and aiong the arc of a curve conca· c Westerly ha;,:ing a radius of 22,718.3 1 feet, through a central angle of 01"02' 21" , an arc length of 412.09 feet to the Northeast comer of those !ands described and reco rded in Official Rccoids Book 15226, page 1277, said current Public Records, said arc being subtencfod by a chord be ;ng and d is ta nce of South 13°25'43" East, 412.08 feet; thence along the boundary line of last scid lands the following 3 comses: Course 1, thence South 77°05'28" West, departing said Westerly lirnired access right of way line, 707.66 foet; Co1Jrse 2, thence South 53°51'57" East, 485.85 feet; Course 3, thence Nord1 78°01' 57" East, 386.17 feet to the Southeasterly comer L"'le reof, said comer lying on said W-este rly li mited access right of way
line of State Road No. 9B; thence Southe .Iy a[ong the arc of a curve concave Westerl y having a radius of 22,718.31  feet,  through  a central  angle  of  01°39'3  7", an a-c    length of 658.34  feet to a
point on said curve, said arc bein g sub ten ded by a chord bearing and distance of South 11°08' 15" East, 658.32 feet; thence South 55°34 '36" West,  departing  said  Westeriy  limited  access  right  of v1ay line, 574.37 foet to the Southeasterly comer of tho se lands described and recorded in Official Records Book i 4551, page 418, said current Pub!ic Records; thence along the Eas te r ly and Northerly lines of last said lands the follo,...ing    8  co  urses : Couts-! 1, thence North 2.3"01' 12" West, 1821.53  feet;  Course  2,   thence  North   63°22' 26"  West,   1224.67   feet;  Course.  3,   thence South
88"58'03" West, 217. i 6 feet; Course 4, thence North 55°03' 22" West, 280.24 feet; Coui'Se 5, thence South 77°24'28" West, 68.62 feet; Cou.se 6, then ce Somh 82°39'02" West, ! 09.93 feet; Comse 7,  thence SouL'1 75c45'35"  West,  38.79  feet; Course  8, foence  South  62°50' 12" West, i 68.04 foet to th·:: Northwesterly most comer thereof and the Point of Beginning.

Containing 116.66 acres, more or kss.

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.,.,..c.

SKETCH TO ACCOMPANY DESCRIPTION OF
A PO:'?TION OF St CTIONS. 8 AND 1 7, TOW,VSHlf' 4 SOUTH, RANG£ 28  EAST, DUVAL COUNT'/, FLORIDA, ALSO B[/NG A PORTION OF THOSE LANDS D£SCRi8£D AND R£CORD£D IN OFF/CIA!.. R£COf?DS 800K 5829, PAGE 373,
OF TH£ CURRENT PUBLIC RECORDS OF S.MD COUNTY,
BEING MOR[ PARTICULARLY D£SCR i8 £D IN SEPAf ATE _ ATTACHM £NT.

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PROF£SSJOHAL SURVF.:roR ANO UAPPrn STA1E r;f A.OR/DA LS No. SS-15

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-    -    ·-   -       ··-  -  -	EXHIBIT "A" 17 OF 26

¼1,vw rmangas com Iel 904-642-SS:50 • fax 90.:i•642••f1S5
14775 O!d SL August!ne Road• Jacksonvme. Flonda 32258

EXHIBIT "A"

September 25, 2013
Davis 9A/9B Page 1 of2

18 OF 26
Parcel (16)

W.O. No.13-171.00 File No. 123A-03.00K

Zoning P2rce! D

A portion of Sections 5 and 8, Tovm.ship 4 South, R,mge 28  East,  Duval  Co1L'lty,  Florida,  also being a portion of those lands described and re.corded  in  Official  Records  Book 5829, page 373, of the current Public Records of scid county. being more par--Jcularly described as follo1,,vs;
For a Point of Reference, commence at tbe Southwesterly corner of said Section 8; thence North 01°03'14" West, along the Westeriy line of said Section 8, a distance of 1980.98 feet to the Point  of Beginning.

From said Point of Beginning; thence continue North O l0  03' 14" West, along said \Vestedy line, 1029.92 feet to the Southwesterly comer of JEA Well Site No. 2, as described and recorded in Official Records Book 12303, page 2322 of said current Pnblic Records; thence along  the boundary line of said Well Site No. 2, the follov.-ing 8 course:i: Course l, thence North 34°1 l' 18" East, departing said Westerly line of Section 8, a distance of 69.35 feet; Course 2, thence Nor'J1 12°40'01" East,  105.15 feet; Course 3, thence Nor.Ji  11°37'44" East, 107.40 feet; Course 4, thence
NorJi 05°21'41" East, 109.01 feet; Course 5, thence North 03°28'05" East, I 51.13 feet; Course 6,
ilience North 27°50'53" West, 25.22 feet; Course 7, thence NorJ1 86°34'17" West, 84.73 feet; Course 8, thence South 51°55'03" West, 21.04 feet to a point on said Westerly line of Section 8; thence North 01°03'14" West, along said Westerly line, 565.35 feet to the Southwest  corner  of JEA Well Site No. l, as described and recorded in said Official Records Book 12303, page 2322; thence North  45°00'00"  East,  along  the  Easterly  line of said  JEA  Well  Site No.I,  a distance of
!97.78 feet; thence North 15°00'00" East, continuing along said Easterly line, 262.97 feet to the Northeasterly comer of said JEA Well Site No. 1, said point being on the existing Southeasterly limited access right of way line of St.ate Road No. 9A, a variable width limited access right of way per Florida Department of Transportation map Section 72002-2511, Work Program Identification Number 2114883; thence North 66°06'44" East, along said existing Southeasterly limited access right of way line, 188.26 feet to the point ofcur,;ature ofa curve concave Northwesterly, having a radius of 5729.58 feet; thence Northeasterly, continuing along said existing Southeasteriy right of way line and along the arc of said curve, through a central  angle of 17°02'38", an arc length of J 704.38 feet to a point of iniersection with the existing Westerly limited access right of way line of State Road No. 9B, a 400 foot limited access right of way line as per Florida Department of Transportation map Section 72r.02-2513 Financial Project No. 209294-1, said arc being subtended by a chord bea.ri.ng and distance of North 57°35'25" East, 1698.10 feet; thence South 00°17'54" East, along said existing Westerly limited access right of way line, 557.27 feet to tbe Northeasterly comer of those lands described and recorded in Official Records Book 15226, page 1277 of said

0

Septe.mber 25, 2013 Davis 9AJ9B
Page 2 of2

EXHHli'T "A"
19 OF 26	W.O. No.13-171.00
Fiic No.  i 23A-03.00K

Zoning Parcel D

current Pubhc Records; thence along the bou..-idary line of said iaz1ds the fo!iowing 3 courses: Course  l,  thence South  89'4l '03"  West,  234.82  feet; Course  2,  thence  South  00°19'02" East,
472.00 feet; CotL.--se 3, thence Nonh &9 40'57'' East, 241.71 feet to a point on a non-- tangent curve t:oncavc Easterly having a radius of 5929.58 feet, sa.i_d point also being on said existing \Vesterly lirrjted access right o.f way line of State Road No. 9B; thence South rly along the arc of:SP.id curve and along scid existing \Vesterly limited access right of way line,  through  a t:en1ral  angle of 05c:34 1 02'\ an arc Ien5ih of 679.65 feet to the Northeasterly comer of those lands described and recorded in Official Records Book 15 22 61   page i 277 of said current Public Records, said arc being subtended by a chord bearing and dista.rlce of South 06°22'33" East, 679.28 feet thence along the boundary  line of said  lands  the  follo\.Vlng  3  courses:  Course  1, thence South  80°l 9'2r \Vest,

1

249.35 fret; Course 2 thence South 10 <135 1 33" East> 500.06 feet; Course 3, thence North 80°l 9'22n East1   262.32 feet to a point on said existing \Vesterly limited .access right of way line of State Road No. 9B; thence South 14°27' 30" East, 842 69 feet, along said existing Westerly limited access right of way line to n point on a non-tangent curve concave \Vesceriy having a radius of 2906.00 feet; thence Southerly departing said existing Westerly fonited access right of  way line and along the nrc of snid cur,.'e: throug,li n central  a.'lg\e of 06°26'2 l '\  2-Jl arc. length of  326.58  feet to a point on a non Langent line, said arc being subtended by a chord bearing and distance ofSouLli 07°17'30" East, 326.41 feet; thence SouLl-1 85°20'35" West, along said non-tangent line, 2226.12 feet to the Point of Beginning.

Containing 120.86 acres, more or less.

11"-===·=·===--""-n"- -'tw/%0fi      Vi
SKETCJ-1 TO ACCOMPANY DESCRIPTION OF
A POF/TION  OF  SECTIONS  5  AND  8,  TOWNSHIP   4   SOUTH,   f/ANG[   28   fASi, DUVAL COUNTY, FLORIDA, ALSO BEING A PORT/ON  OF  THOSE  LANDS  D[SCR/BE:D AND R[CORD£D IN OFFICIAL R[COf/DS BOOK 5829, PAGE 373,  OF  TH£  CURR[NT PUBLiC RECORDS OF SAID COUNTY,
8£/NG MOR£ PARTJCULARLY D£SCRiBED IN SE:PAHAT[ ATTACHM[NT.

PG/NT OF
BE:G/NNING

ROSEITT M. ANGAS ASSOCIATES, INC.
61.!RV on.o  •  PU/HIERS •  CJVlL EW:J.IHEEJ:i!:
147;5 Ciri SC .4u;:.1:;11r:e Kr::c:1, .Jcr.1<:;1;r.,·,<,,t, n... J215::!
ret   (20.:-) 5'1·B.5SO	Fo,,_· (90,i)_ f 2-HS:S
Cerldfr::!Jt of ,k-t.liQ:'1:.'!l!iO'l'I No .. i.5 J524

DATf:: SCP7E115[R 25, 201J	SCAL£·
'•	"' &

SCOTT A GRAH.4M
PROFF.S$i0N.AL SURi,0;YOR AN!) MAPPER SiAiF of FLORIDA LS Ne. 5546

l    ·171 OD     r:t.£ t/0    ;	A-	ODK     Cli',dm a,-   -	C. O hS

EXHIBIT "A" 20 OF 26

October 4, 2013 Davis 9A/9B Page 1 of3

EXHIBIT "A" 21 OF 26
(Parcel 1)

w.,.,.·w.rmangas cc.,n1

le!  9-04-642-8550 • fax 904 8    642 --4 165
14775 Old St Augustins Aoad • Jacksonville, F!ortda 32258

W.O. No.13-171.00 File No. l 23A-03.00N

Zoning Parcel E

A portion of Section 32, Township 3 South, Range 28 East, Duval County, Fiorida, also being a por'Jon of those hmds des-:ribed a.,d recorded in Official R<:e<nds Book 8000, page 908, of the current Public Records of said county,  being  more  particularly described as follows:

For a Point of Reference, commence at the Nor'J1east comer of said Section 32; thence Soul½ 89°26'55" West, along the Nor'u'l line of said 'Section 32, a distance of !455.76 feet to the SouLliwest comer of the plat of Sweetwater by Del Webb Phase One, axording to Llie plat thereof, recorded in Plat Book 57, page 83, of said current Public Records; thence South 89°26'55" West, continuing along said North line of Section 32, a distance of 1582.58 feet to a point on the existing Easterly limited access right of way line of State Road No. 9A, a 400 fool right of way as shown on Florida Department of Transportation right of way map Section 72002-251 l, W.P.l. No. 2114883, said point eJso being on the existing Westerly right of way line of R.G. Skinner Parkway Extension, a 110 fuot right of way according 10 the plat thereof as recorded in Plat Book 65, page 118, of said cllITent Public Records and a point on a curve concave Northeas1erly, having a radius of 300.00 feet; thence Southeasterly along said existing Westerly right of way line of R.G. Skinner Parkway Extension and the arc of said curve, through a central angle of43°!7'06", an arc length of226.64 feet to Ll1e point of tangency of said curve, said arc being subtended by a chord bea.ring and distance of South 21°56'27" East, 22!.29 feet; thence South 43°35'00" &.st, along said existing Westerly right of way line, 446.83 feet to the point of curvature of a curve concave Northe2Slerly, having a radius of 600.00 feet; thence Southeasterly along said existing Westerly right of way line and the arc of said curve, through a central angle of 25°15'01", a. arc length of 264.42 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 56°12'31" East, 262.29 feet; thence South 68°50'01" East, continuing along said existing Westerly right of way line,
263.07 feet to the Point of Beginning.

From said Point of Beginning, continuing along said existing \Vesterly right of way line the following five courses: Course 1, thence South 68°50'01" East, 483.67 feet to  the point of curvature of a curve concave Southwesterly having a radius of975.00 feet;

October 4, 20l 3 Davis 9AJ9B Page2of3

EXHIBIT "A"
22 OF 26	W.O. No.13-i 71.00
file No. 123A-03.00N

Zuning Parcel E (continued)

Coursr! 2, foence Southerrsteriy along Ll-tc arc of said curve, through a centraJ ang:e of 40°54'44", an arc length of 696.20 feet io the point of tangency of said curve, said arc being subtended by a chord bearing and distarice of Sout'l 4g::i22 39" East, 681.51 feet; Course 3, thence South 27='55, 1T	East, 64 52 feet to the point of curvature of a curve concave \Vesteriy having a radius of 300.00  feet; Course 4, thence sOutherly along  th arc of said curve, through a central angle of27v55:51•1, an arc length of 146.25 feet to the point of tangency of said curve said arc being subtended by a chord bearing and
distance of South 13°57'221> East, 144.80 feet; Course 5, t!:-ence Souti½ ooeioo 1 34 ,i \Vest
1
34.12 feet to the Northeasterly corner of those iands described and recorded in Official
Records Book 14863, page 466, of said cunent Public Records; tlience North 45°09'13" West, departing said existing \Vesrerly right of way line, 35.48 feet; thence North  02°12' 11" East, 41.80  feet; thence  NorL'. 26°06' 15"  West,  32.51  fo,t;  thence
North  24"46'40"  \Vest,  56.39  feet;  thence  f.Jorth  13°0;144>' West, 44.38  feet; thence
North  59°041  1 8:     \Vest,  52.23  feet;  thence  North  40°20'23"  \Vest,  57.I0  feet;  thence
North  1 4°361 39n  \Vest,  42.26  feet;  thenci-  North   i 9°52156 1    East,  39.91  feet;  thence
North 45°25'!6' \1/es 54.76 feet; thenc<f: North 7 !0 57' i 6n \Vest, 5!.30 feet; d1cnce South Oi'48'23" West, 43.34 feet; thence South .12°18'1 l" East, 56.04 feel; thence Sou.th 36°08}27" \Ves4 68.81 feet; thence South 25  14 1  24" \1/-estJ 59.38 feet; thence
South  05°06'56"  West,  69.39 feet;  thence  Sou.h  35°50'17"  West,  30.71  feet; thence
South 85°04' 13" West, 33.16 feet; thence North 78° 17'09" West, 69.51 feet; thence South 76°5a'!9" West, 50.12 feet; 'Jenee North 78"01'28" West, 36.71 feet;  thence  South 41 °44'07" \Vest 55.91  fot:!l; thence South 1 7°44'4 p: \Vest, 38.19 feet; thence
Sou,h  57°17'36"  West, 58.75  feet;  thence  North  80'' l 7'39"  West, 50.60 feet; thence
North  75°57'31"  West, 33.30  feet;  thence  North  07"41'54"  West,  90.90  feet; thence
North  29°03'41"  West,  51.97  feet;  thence   North  08'09'16''  East,  60.88  feet; thence
North  38°52'42"  East, 48.46  feet;  thence  North  04''06' 11"  West,  57.55  feet; thence
North 48°06'29" West, 55.42 feet; thence North 14°50'50" West, 56.43 feet; L eoce North 67c2 l '23n \\1est, 54.! 6 feet; thence South gga3g:44') \Vest, 49.62 feet thence South 50°00'38" West, 57.16 feet; thence South 46°31'57" Wesi, 62.01 feet; thence South 39°25'04n East, 59.68 feet; thence South 00,,:,26)34n East, 52.95 feet; th-ence South 68°09'16"  West,  90.76  feet;  thence  North  41°27'00"  West, 50.99 feet;   thence
North 44°57'44"  West, 51.37 feet;  thence South  65°14'07''  West, 63.44  feet; thence
South 51°47'07" Wes!, 59.88 feet; thence Somh 73°27'14" West, 68.75 feet; thence North 72°1Y25': \Vest 65.91 feet; thence North 42°29'2T' West, 63.28 feet; thence North 35°00'24"  West, 50.94  feet; thence  North  81°52'44" West, 73.42 feet;  thence
North 00°24'25"  West, 68.26  feet; thence South  84"25'00"  East,  84.95  feet; thence
North 23°!9'42" East, 58.13  feet;  thence  North  18°07']4"  East,  49.93  feet;  thence North 16°44'0r' Et?st, 33.11 feet thence North 13r,•05'331) \Vest, 42.42 feet; thence North  12°02'36"  \Vest 1     52.58  feet; thence  North  37°46'20" East,  47.85  feer; thence
North 60°24'13" East, 59.40 feet; thence North 44°25' 16" East, 53.99 feet; thence

October 4, 2013 Davis 9r'\./9B Page 3 of3

EXHlBIT "A" 23 OF 26

\V.O. No.13-! 7L00
file No. i 23A-03.00N

Zoning Parcel E (continued)

North 36°12""3 i:• East, 52.77 feet; thence North 28°07 '37' 1 East. 63.38 faet; thence
Nvr"J1 59°53' 261      East, 60.77 feet; thence Nonh 56:)47' I 9"  East, 34.93 feet to the Point ofBegiruiing.

Containing 12.71 acres IT!Ore or less.

SKETCH TO ACCOMPANY DESCRIPTION OF
A ?ORilON OF SECTION 32, TOWNSHIP 3 SOUTH, RANG£ 28 £AST, DUVAL COUNTY, FLOR!Ot.., ALSO 8£/NG A PORTION OF THOSE LllNDS DESCRIBED AND RECO,r?OED IN OFFICIAL RECOt DS BOOK 8000,
PAG£ 908, OF TH£ CURRENT  PUBLIC RECORDS OF SAID COUNTY,
BEING MOR[ PARTICULARLY DESCRiB[D IN SEPARATE ATTACHMENT.

!.£Gf:ND:
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S£C

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or

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NE: CORH£R	S[CTION 32

O.R.S. 5000 PAG€ S/OS

EXISTING   }!S7EirY  P♦   / W
UNS:  P. G. SK!NN:R
,"ARKt/J"A Y CXIC NSJON

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P?.OPOSe.D ZONiNG PARC[L t 12,71 ACRCS :1:

NOTrS:
THiS IS NOT A S'..!/? ·E"Y.
efARINGS SASED ON iJ.l= NO. 7H£RL Y UN£
Or SE:i;TtQt: .32 AS E!EJ/IG SOUTH e;r z5'55• 11-E'ST.
;;)  '$EE SHffi 2 AJR UNE: AND CURVo: DATA iAEJ!.ES
"THIS S!<i:TCH IS NOT Fr.ILL AND COMPl..c.-rt: lilTHCiJT

SH,IT 2 Or 2	SJftEi I OF?.
NOT VA!Jl! r\!TiiO'Ji n.c -SIC:Nlli'JP.E: ANO TrlE' OfltGINM.. irAISW
S!: L C-F ..:, R.C,';!!>A UCE'NSF:D SU.':\it.--YOF. ANO MAPi' i.R.

ROSS:Rf M.AAllA.S ASSOCIATES, INC.
IIUR'JliYOP.ll  •  l'Uli!ll.R3 • Cl\'IL !!K3JNl:'l::R9
1J.775 Old s:. 4 t19'J:;t ;.; e Ffocd, _:ac s , .;::-::, ft. l JJ5a
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SCOTT A. GRAHAM P.'t0r""ES$10.'!At SUR\l:Ei'C.Ji' ANO MAPP£R

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ST.Ale cf Fl.ORIO ts N,:,.
; !'	..\,o"JI...-.A •d t,  n,.,-...- ,-,Q -\ :..-   --u 	:,,.,._
EXHIBIT" A11  24 OF 26

September 9, 2013
Davis 9A/9B

EXHIBIT "Att
25 OF 26		W.O. No.13-171.00 File No. 123A-03.00J

Zoning·Parce! 11

A portion of Sections 4, 5, 8 and 9, To\\-nship 4 South, Range 28 East, Duval County, Fiorida,  also being a ponion of L1ose lands described and recorded in Officit:.l Records Book 14860, page 1256, of the current Public Records of said county, being more particularly described as follows;
For a Point of R ference, commence at the Southeast comer of said Section 8; thence Nonh 00°34'30" \Vest., along the Easterly line of said Section 8, a dista.11ce of 1284.21 feet; thence North 16°19'!7" East, departing said Easterly !i.ne, 14i2.42 feet; L1ence North 04°56'56" East,
feet to the Point ofBegirming.
From said Point of Bcgiru1ing; thence South 89 37'47" West, 1699.99 feet; Lhence North 00°22'13" West, 96.01 feet to the point of curvature of a curve concave Easterly having  a radius  of  5000.00  feet;  thence  Northerly   along  the  arc  of  said  curve,  tlu·ough  a  central  angle  of  i 5°53' 48'', an arc length of 1387.25 feet to the point of tangency of said curve, said arc being subtended by a chord bea.7ng a.,d dis!aiice of North 07°34' 41" Enst, 1382.80 feet; thence North 15°31 '35" East, 408.00 feet to the point of curvature of a curve concave SouLheasterly having a radius of 1500.00 feet; thence Northe2.Steriy along the arc of said curve, through a central angle of  28'"48' 08", an  arc lcngt.1 of  754.04 feet  to  the point of tangency of said  curve, said a:c  being subtended by a chord bearing a.'ld dista:-ice of North 2.9°55'39" East, 746.D feet; thence North 44°19'44" East., 334.83 feet to the point of curvature of a curve concave Northwesterly having a radius of 1500.00 feet; thence Northeasterly along the arc of said  curve, tlrrough  a central  angle of 21°13 '22", an arc length cif 555.61 feet to the point of tangency of said curve, said arc being subtended by n chord bearing and distance of North 33°43'02" East, 552.44 feet; thence North 23°06"21" Enst, 707.62 feet to the point of curvature of a curve concave Westerly  having  a radius of 1250.00 feet; thence Northerly along the arc of said cun 1 e, through a central angle of 06°1 l '21", an  arc length  of 135.03 feet to a point  on said  cun 1e, said  arc  being  subtended  by a chord bearing  and  dislance of North  20°00'40" East,  i34.96 feel; thence South 74°11 '47" East,  3 I L39 feet; thence South 06°16'27" West, 771.50 feet;  thence  South 25°50'42'' East,  1285.42 feet; thence South 19"40'49" West,  1698.02 feet;  thence South 04°56'56"  \Vest, 366.20  feet  to the Point of Beginning.

Ccn(aining 126.52 .icres , more or less.

n	(>	  

p- =  =-"'"'..,.C!'o""=	,_.·.,lCC:==	=  =  =  =  =  =  =  =  =  =  =  =  :::ci==	= L ..f..:c=:= = = = = =	=
SKETCH TO ACCOfv1PANY DESCRIPTION OF
A PORTION OF SECTIONS 4, 5, B AND 9, TOWNSHIP 4 SOUTH,
RANGE 28 £AST, DUVAL COUNTY, t'LORIDA. ALSO BEING A PORTJON OF THOSc
LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 14860,
PAGE 1255, OF THE CURRENT PUBLIC RECORDS OF SA D COUNiY,
8£/NG MORE PARTICULARLY DESCRIBED IN SEPARATE ATTACHM£Ni.

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FO/!'IT Or CU/iVA1'J?.£ P(;!HT OF' TAHG.:NC)'

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4-CS.OO"

O.?..a. 14S50. PAGE' 125

NOTES:
I} Tr/IS IS NO'( A SVRY::Y.
:2.) Bf:A.'?INGS  fiA$8)  ON  TrlF:  Efi,<;TE?.L)'  UNc
CF SF.CTiON a AS E:/ NG NO.'ffr/ 00 '.J.l."JO " W..ST.

ROBERT M.ANQAS ASSOCIATES, INC.
SURYEYOM   •   PLAHl'll!:llll  •   CIVlL tJIGIHl!!AS
r4;;-;5  Q!d  St.   :l. 1 •J==     c  ::?;;;; .  i   -:X ,   :-11,,-;f: !:,  FL  32252 r   ;:   (904) 642 --BSSO	Fe z: ( SO"' ) 54 ]- .J! O.S
Cr ! i kl       c !., rJ f  A!.lthori:c	i::1'1 e.: !5 J624

NO"!" VALJO 'n1Trl.:VT ,,.'f S /C, N17lJ .'?f: ANIJ lr!E: OP.IC!NN.. R1'1S:Z!
SV.L  OF  A  Fl.OR/DA  /.)C!:Jl ...0  SU!? Yffi  MIO  10,  ,f'Fi:R.

SCOTT A. GRAHAM F.'?OFESS!ONAL SURVCTOR ANO M,i.PPER
STAE" of A.OP.JOA LS tlo. 55 8

........ - -·•·,·--;.·     _•'•._" ... .   '_'_•         ••- .     •v. ., .
EXHJBI'l' "A'' 26 OF 26

EXHIBIT"B"
1 OF2

PHASING AND PROJECTED FLOW TABLE

Phase	Water	Wastewater	Reuse	

-	
ADP (GPO)	
ADF* (GPO)
(Cumulative)	
ADF• (GPO)	
ADP  (GPD)
(Cumulative)	
ADF" (GPO)	
ADF* (GPD)
(Cumulative)	
20V	53,20.0	53;200	53;:NQ  	.	53,200_	_ t:(4;ooit .,..	. _1'14,000	
2018-	:·:53,200 _	=--106;i!OO-_	-·	53;200• .	106,400	-	;iii4;000	'	22$;000•	
,·	2019	52,920	- _ i.59,320	52,920	159,320	i[3;4oo	341,400	
2020	150,586	319,905	160,586	319,906	100,260	441,660	
2021	47,586	367,491	47,586	367,491	100,260	541,920	
2022	47,586	415,077	47,586	nS,077	100,260	642,180	
2023	47,586	462,663	47,586	462,663	100,260	742,440	
2024	47,586	510,248	47,586	510,248	100,260	842,700	
2025	144,086	654,334	144,086	654,334	100,260	942,960	
2026	46,186	700,520	45,186	700,520	97,260	1,040,220	
2027	6,986	707,505	6,986	707,505	13,260	1,053,480	
2028	6,986	714,491	6,986	714,491	13,260	1,066,740	
2029	6,986	721,477	6,986	721,477	13,260	1,080,000	
2030	119,986	841,462	119,986	841,462	13,260	1,093,260	
2031	6,986	848,448	6,986	848,448	13,260	1,105,520	
2032	6,985	855,433	6,986	855,433	13,260	1,119,780	
2033	6,986	862,419	6,986	862,419	13,260	1,133,040	
2034	6,986	859,405	6,986	869,405	13,260	1,146,300	
2035	103,486	972,890	103,486	972,890	13,260	1,159,560	
2036	6,986	979,876	6,986	979,876	13,260	1,172,820	
2037	6,986	986,862	6,986	986,862	13,260	1,186,080	
2038	6,986	993,847	6,986	993,847	13,250	1,199,340	
2039	6,986	1,000,833	6,986	1,000,833	13,377	1,212,717	

ADF • Average Daily Flow

Water/Wastewater  Demand Note.s
l_ Single family demand= 280 GPD
Multi-family demand= 250 GPO
Commercial/office demand= 0_15 GPO/SF
Hotel/ALF demand= 110 GPD/room
Industrial demand= 0.03 GPO/SF

Reuse Demand Notes
Single family demand= 600 GPO
All other land use demand= 3,900 GPD/lrr. Acre

*Connection to 8" force main is limited to 400 residential lots

"

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 	, E.'GtN. WATER
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WATER EXHIBIT "C" 1 OF 1 

Elm	I",.,'n"c',•ui•••w•;ir...-.  •mz....,-

EASTLAND TIMBER, LLC JEA  UTILITY AGREEMENT

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't't110N • DJIEPIIENOI! • FIESUU'ZI	u --:i.u LC ia;ai11

NC«lrE!." RE!Jst. WATER
LI.Ul Ururt Cefi'R!l

.a .. • PRCP\.. REUSE A.INN
=	E'ASi!NG RruS£ IJMi

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•••• PROPOSED FCRCt MAIN
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ALL F1PE 9l£S AND l.OCAlll).fS
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EASTLAND TIMBER, LLC

1-SE-W-E-R-M-A-IN-E-X-H-IB-I-T -"E-"-1-O-F11  1

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EXHJBIT "F"

10F2
INUNE BOOSTER PUMP STATION
BASlS OF DESIGN CRITERIA
Below are the general specifications for the lnUne booster pump station based on preliminary design calculations coordinated with JEA.

Three (3) pumps shall be installed to meet design flows.

This inllne booster statinn is projected to be an interim facility with pump sizes bet1-veen 75 hp and 100 hp. As such, no prefabricated building for  electrical, controls,  and SCADA  equipment  will be required.

No odor control or provision for odor control will be provided as per JEA W&S Standards,
Section 433, 111.5.3 {not required for inline booster station}.

Generator set with automatic transfer switch and fuel storage tank wm be provided as per JEA
W&S Standards, Section 433, lil.6.2.3.

Suction and discharge piping to be stainless steel. All other piping shall be PVC.

Air release valves {ARV} shall be provided on pump discharge piping.

ARVs and piping shall be stainless steel. No vauit will be required.

By-pass with isolation and check valves will be provided.

Above ground valves shall be plug valves. Unde,ground valves shall be gate valves

l.0. Pump out shall be provided with 6-inch male camlocks.

Non-structural concrete slab will ba provided around pumps and piping. No building canopy or
super structure over pumps.

Access shall be provided from the Greenland Energy Site via stabilized drive.

No landscape or irrigation shall be required by JEA.

Note: The inline booster pump station shall be designed and built in accordance \Vith the manuals and the criteria and schem2tic drawing set forth in this Exhibit "F''. If there is a conflict between the manuals and the criteria, the criteria in this exhibit shall control.

GV

FLOW METER\
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DRY·PIT SUBMERSIBLE -"/
PUMPS INSTALLED VERTICf,LLY (fYP OF 3)

VAi.VE BOX--

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GRADE

CONNECT TO PH.1 - 16" FM

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INLINE BOOSTER PUMP SCHEMATIC DIAGRAM

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:UCTION HEADER
(BELOW GRADE)

NOTE, THIS IS A CONCEPTUAL REPRESENTATION OF HIE PROPOSED IN-LINE BOOSTER PUMP STATION. FINAL APPROVAL IS SUBJECT TO THE REVIEW OF THE PU\NS AND CALCULATIONS BY JEA.

.,,
'

,,

8

EXHIBIT SA
INFRASTRUCTURE COST AND TIMETABLE ESTIMATE CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT

ORIGINAL INFRASTRUCTURE	Total

Annual Outlay.;

I. E-Tmvn Parkway/R.G. Skinner Parkway Landscaoe/Irri2ation	$1.035.000	80%	?0%		
2. E-Town Parkwav/R.G. Skinner Park,vay HardscapdSignage	$17>.500	50%	50%		
3. E-Town Parkwa\'iR.G. Skinner Parkwav Fencinr>	$9-19.9,9	30%	40%	30%	
4. E-Town Parkway/R.G. Skinner Electric/Street Lighting	$2.587.500	30%	40%	30%	
5. Utilities (Water. Sewer. Electrical. Street Lightine:t=	$8.040.145	30%	40%	30%	
6. Stormwater Systems	$7.124.544	50%	30%	20%	
. }, !3:(:)_ d_, _·_a.Y I_r1:ip_ (:)_y 1_i:i_n -
8. Recreational lmnrovements'	$26.812.800
$15.480.000	30%
30%	40%
40%	30%
30%	
9. En°ineerin". Testinc-. Plannin2. CEL Mobilization. As-builts. Erosion Control. Etc.	$13.901.617	30%	40%	30%	

?018 ?0]9 '0'0

TOTAL COSTS	$76,104,034

l. Includes Transmission (Trunk) \-Vater. Sewer (Force Main). and JEA Electric. Costs include Booster Pump Station and Reuse Pump Stations.
Reclaimed water improvements will by funded by JEA pursuant to the Master Utility Agr ment.
These estimates contempl:::tte the exercise of special powers pursuant to Sections 190.011(2)!a) and 190 012(2)(d). Florida Statutes.
4 Represents anticipated annuol outlay of costs based on anticipated construction timeline.

2019 BOUNDARY AMENDMENT ADDITIONAL

I. A,..,..,.x Trail Roadway, Orn.. and Water. Sewer Infrastructure (Master)	$2.530.000	50%	50% I	
2.    Aoex Trail Landscaoe/lrrbrntion (Master)	$64.800	50%	50%		
3. Aoe:,; Trail Electric/Street Lighting (Master)	$143.750	50%	50%		
4. Ane:,; Trail Ene:ineerimz. Permittine. Plannin2, CEI. Etc. (Master)	$?40.000	50%	50%		
5. Neighborhood lnfrastmcture (roads. stonnwatcr. signag:e, amenity, parks, utilities,	$2.772,000
electric. etc.)	25%	50%	25%	

INFRASTRUCTURE

Total

-?019     2020

-?0?1

TOTAL COSTS	$5,750,550

\. These cstimotcs contemplate the exercise of special powers pursuant to Sections 190.0l 2(2)(a) and 190.012{2)(d). Florid£\ Statutes
2. Reprt!sents anticipated annual outlay of costs hased on anticipated construction timcline.

Note: This exhibit identifies the current intentions of the District and is subject to chnnge bused upon Yarious factors such ns future dcvclo[)mcnt plans or market conditions.

en9land- Thim:,& mmar.Inc.

ENGINEERS• PLANNERS• SURVEYORS• GIS •  LANDSCAPE ARCHITECTS
Jack.sorwine • Palm Coast
CA-00002584 LC-0000316

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EXHIBIT 8B
DISTRICT INFRASTRUCTURE IMPROVEMENTS OWNER/MAINTENANCE ENTITY
 	CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT	

Descriution of Original Jrn rovements	Construction
Entity 5	
Final Owner	Maintenance Entitv	
E-To,,n Parh\-av/R.G. Skinner Parkwav Lundscane/lrri<>ation	Develoner	COJ!CDD_'	COJ/CDD1	
E-T0\\11 Parkwav/R.G. Skinner Parkwav Hardscane/Signage	Develoner	COJ!CDD'	COJ/CDD1	
E-Town Parkwav/R.G. Skinner Parbrnv Fencing	De,·eloner	CDD	CDD	
E-Town Parh,av/R.G. Skinner Electric/Street Lighting	Dcve\oner	JEA"	JEA'	
Utilities (Water. Sewer. Electrical. Strecl Lighting)	Develoner	JEA	JEA	
Stormwater Svstems	Devel oner	CDD	CDD	
Roadwav Im...rovernents	De,'e[oner	COJ/HOA	COJ/HOA '	
Recreational hnnrovemcnis	CDD	CDD	CDD	
Notes:

1COJ is expected to operate and maintain the right of way infrastrncture: COD may provide enhanced landscape maintenance lhrough an interlm:.al agreement with the city.
HOA will bl! responsible for operation rind maintenance of all roadways which COJ will not 0\\11 (private roads, alleys, etc.) and that are 1101 funded by the COD.
:iHOA may provide enhanced maintenance on COJ owned roads.
4 F mdin g for electrici1y provided by COJ.
51t is currently the intention of the COD to acquire E Town Parkway landscape, irri_gation. hllrdscape, signage, street lighting. electrical. master utilities. and 1,onds and for the COD to constmcl the master recrearional i1npro\-emen1s includinl!- the amenity center. These plans are snbject to change.

Description of2019 Boundary Amendment Additional Improvements	Construction Entity5	
Final Owner	Maintenance Entitv	
Ancx Trail Roadwav and Drainage/Stonmrnter	Deve]oner	COJJCDD1	COJ/CDD1	
Ancx Trail Utilities (Water. Sewer. Reuse)	Develoner	JEA	JEA	
Anex Trail Landscane/lrri2ation	Develoner	COJiCDD1	COJ/CDD1	
Anex Trail Electric/Street Li2hti112	D ve\oner	JEA4	JEA'	
Neighborhood Roads	Develoner	COJiHOA!	COJ/HOA!..1	
Neighborhood Storm\\11ter	Developer	CDD/HOAc,	CDD/J IOA6	
Ncie.hborhood Utilities	Develoner	JEA	JEA	
Neighborhood Recreational Improvements	Developer	CDD/HOA5	CDD/HOA5	

Notes:

1CO J is expected to operate [lnd maintain the right of way infrastmcture; COD may pro\ide coh[lnced landscape maintenm1ce through an intcrlocal a!:.,"fee111ent with the city.
lHOA \\ill be responsible for operation and maintenance of all roadways which COJ will not own (pri\'atc roads. alleys, etc.) and that are not funded bv the COD.
1HOA may p-rovide enhanced maintenance on CO.I o,, 1ed roads.
4 Fundi111:1 for electricity provided by COJ.
s HOA will be responsible for operation and maintenance of all recreational improvements that arc not funded by the COD. "1-IOt\ will be responsible for operation and maintenance of all stormwatcr hnprovi:mcnts that arc not funded by the COD.

COJ = City of Jacksonville
COD"' Community Oc\'elopment District JEA = Jacksonville Electric Authority HOA= Home 01,TICTS Association

Note: This exhibit identifies the current intentions of the District and is subject lo change based upon various factors such as fulure development plans or market conditions.

ENGINEERS• PLANNERS• SURVEYORS• GIS • LANDSCAPE ARCHITECTS

•

Jac

00002584

nv,ne

Palm Coast

LC 0000316

England-Thim &m1llc,:r.lnc.	c,

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STATEMENT OF ESTIMATED REGULATORY COSTS
FOR

CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT

EXPANSION OF DISTRICT BOUNDARIES

PREPARED BY:

Governmental Management Services, LLC
475 West Town Place
Suite 114
St Augustine, Florida 32092 (904) 940-5850

JULY 25,2019

I

CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT
STATEMENT OF ESTIMATED REGULATORY COSTS

TABLE OF CONTENTS

INTRODUCTION:
PURPOSE AND SCOPE
2. CYPRESS BLUFF COMMUNITY DEVELOP!VIENT DISTRICT	3
STATUTORY ITEMS:
AN ECONOMIC ANALYSIS SHOWING WHETHER THE RULE DIRECTLY OR rNDJRECTLY

IS LIKELY TO HAVE AN ADVERSE IMPACT ON ECONOMIC GROWTH

IS LIKELY TO HAVE AN ADVERSE IMPACT ON BUSINESS COMPETITIVENESS

IS LIKELY TO INCREASE REGULATORY COSTS

5

5

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A GOOD FAITH EST!iVIATE OF THE NUMBER OF INDIVIDUALS REQUIRED TO COMPLY	6
A GOOD FAITH ESTl/VI ATE OF THE COST TO THE AGENCY OR OTHER GOVERNMENT ENTITIES	7

A GOOD FAITH ESTIMATE OF THE TRANSACTION COSTS TO BE INCURRED

AN ANALYSIS OF THE IMPACT ON SMALL BUSINESSES

ANY ADDITIONAL INFORt..,JATION THAT THE AGENCY DETERMTNES MAY BE USEFUL

A DESCRlPTION OF ANY REGULATORY ALTERNATIVES AND RELATED STATEMENTS

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Page 125 of 139

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CYPRESS  BLUFF COMMUNITY  DEVELOPMENT DISTRICT
STATEMENT  OF ESTIMATED  REGULATORY COSTS
 	EXPANSION  OF DISTRICT BOUNDARIES 

INTRODUCTION

PURPOSE AND SCOPE

This Statement of Estimated Regulatory Costs has been prepared as a component of the petition filed with City of Jacksonville (the "City") to expand the boundaries of the Cypress Bluff Community Development District ("District") in accordance with the "Uniform Community Development District Act of 1980," Chapter 190, Florida Statutes (the "Act"), and specifically Section 190.046(1 ), Florida Statutes ("F.S."). As part of the petition, a Statement of Estimated Regulatory Costs prepared pursuant to Section 120.541 F.S., is required to be submitted.

A community development district ("CDD") is established pursuant to the Act. A CDD is a local unit of special-purpose government that is limited to the performance of those specialized functions authorized by the Act. Those specialized functions consist of the planning, financing, constructing and maintaining of certain public infrastructure improvements and community development services. As an independent special district, the CDD's governing body establishes its own budget and, within the scope of its authorized powers, operates independently of the local general-purpose governmental entity (i.e., the county or the city) whose boundaries include the CDD.

However, a CDD cannot regulate land use or issue development orders; those powers reside with the local general-purpose government. The Legislature has, in Section 190.004(3), F.S., made this clear by stating:

The establishmem of an independent community development district as provided in this act is nor a development order within the meaning of chapter 380. All governmental planning, environmental, and land development laws, regulations, and ordinances apply to all development of the land within a community development district. Community development districts do not have the power of a local government to adopt a comprehensive plan, building code, or land development code, as those terms are defined in the Community Planning Act. A district shall rake no action which is inconsistent with applicable comprehensive plans, ordinances, or regulations of the applicable local general-purpose govenzment.

In addition, the parameters for the review and evaluation of community development district petitions are clearly set forth in Section I 90.002(2)(d), F.S., as follows:

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CYPRESS BLUFF COl\•lMUNITY DEVELOPMENT DISTRICT STATEMENT OF ESTITvlATED REGULATORY COSTS EXPANSION OF DISTRICT BOUNDARIES

That the process of establishing such a district pursuant to uniform general law be fair and based 011/y on factors material to managing and financing the service-delivery function of the district, so that any matter concerning permitting or planning of the development is not material or relevant.

Therefore, the scope of this Statement of Estimated Regulatory Costs is limited to an evaluation of those factors pertinent to the establishment (or expansion) of a COD as defined by the Legislature and outlined in Section 120.541(2), F.S.

The purpose of Chapter 190, F.S. is to provide another tool to government and private landowners in their efforts to comply with comprehensive plans that require adequate public facilities and services as a pre-condition for future development. See section 163.3177(10)(h), F.S. (the "concurrency" requirement).

A COD is a special purpose unit of local government that is established for the purpose of providing an alternative mechanism for financing the construction of public infrastructure. A COD must be structured to be financially independent as intended by the Legislature. The cost of any additional public improvements to be constructed or any additional services to be provided by the county as a result of this development will be incurred whether the infrastructure is financed through a COD or any other alternative financing method. These costs have already been evaluated by all appropriate agencies during the approval process for the development. The annual administrative costs of the District, as well as the costs of operating District infrastructure, will be borne entirely by the District and its landowners, and will not require any subsidy from the State of Florida or the City, nor will it place any additional economic burden on those persons not residing within the District or benefitting from the improvements therein. While some District improvements may eventually be dedicated to the City for ownership/control and maintenance, this is a common mechanism associated with development, and the limited impact to City revenues would likely occur even if the District did not exist, and alternative financing was used.

CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT ("DISTRICT")

The District was created by Ordinance No. 2018-335-E enacted by the City of Jacksonville on June 29, 2018. The District boundaries currently encompass approximately 1,249.73 acres (the "Existing District").

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On File

CYPRESS  BLUFF  COll.-ll'v!UNITY  DEVELOPMENT DISTRICT
STATEMENT OF ESTIMATED REGULA TORY COSTS
 	EXPANSION  OF DISTRICT BOUNDARIES 

The petitioner is seeking authority to expand the boundaries of the Existing District. The result of the boundary amendment will be the addition of approximately 24.19 acres of land ("Expansion Area") to the Existing District, for a revised total of approximately 1,273.92 acres.

Within the Expansion Area, the District will continue to exercise the powers outlined in Section 190.012, F.S., to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate and maintain systems, facilities and basic infrastructure that includes, but is not limited to: water management and control, water supply, sewer, wastewater management, bridges or culverts, District roads and street lights, transportation facilities, parking improvements, environmental remediation and cleanup, conservation areas, parks and recreational facilities, or any other project, within or without the boundaries of the District, legally authorized, required by a development order issued by a local government or subject of an agreement between the District and a governmental entity.

The District has financed infrastructure improvements through special or non-ad valorem assessment revenue bonds. Repayment of these bonds is through special or non-ad valorem assessments levied against all benefited properties. On-going operation and maintenance ("O&M") for District-owned facilities is funded through operation and maintenance assessments levied against all benefited properties. Upon approval of this Petition, there will be additional O&M special assessments on the Expansion Area.

STATUTORY ITEMS:

Section 120.541(2), F.S. (2013), in pertinent part, defines the elements a Statement of Estimated Regulatory Costs must contain, as follows:

An economic analysis showing whether the rule directly or indirectly:

ls likely to have an adverse impact on economic growth, private sector job creatio11 or employment, or private sector investment i11 excess of $1 millio11 in the aggregate within 5 years _after the implementation of the rule;

ls likely to have an adverse impact on business competitiveness, including the ability of persons doing business in the srate to compete with persons doing business in other states or domestic markets, productivity, or innovation in excess of $1 million in the

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CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT
STATEt..,IENT  OF  ESTirvIATED  REGULATORY COSTS
 	EXPANSION  OF DISTRICT BOUNDARIES 

aggregate within 5 years after the implementation of the rule; or

Is likely to increase regulatory costs, including any transactional costs, in excess of $1 million in the aggregate  within 5 years after the implementation of the rule.

( b) A good faith estimate  of the number of individuals and entities likely to· be required to comply with the rule, together with a general description of the types of individuals likely to be affected by the rule.

A good faith estimate of the cost to the agency, and to any other state and local government entities, of implementing and enforcing the proposed rule, and any anticipated effect 011 state or local revenues.

A good faith estimate of the transactional costs likely to be incurred by individuals and entities, including local government entities, required to comply with the require1nents of the rule. As used in this section, "transactional costs" are direct costs that are readily ascertainable based upon standard business practices, and include filing fees, the cost of obtaining a license, the cost of equipment required to be installed or used or procedures required to be employed in complyi1ig with the rule, additional operating costs incurred, the cost of monitoring and reporting. and any other costs necessary to comply with the rule.

An analysis of the impact on small businesses as defined bys. 288.703, and an analysis of the impact 011 small counties and small cities as defined ins. 120.52. The impact analysis for small businesses must include the basis for the agency's decision not to implement alternatives that would reduce adverse impacts on small businesses.
(j) Any additional infomzation that the agency determines may be useful.

(g) In the statement or revised statement, whichever applies, a description of any regulatory alternatives submitted under paragraph (])(a) and a statement adopting the alternative or a statement of the reasons for rejecting the alternative in favor of the proposed rule.

The estimated regulatory impacts of the expansion of the boundaries of the District are summarized below. Statutory requirements are SHOWN IN BOLD CAPS.

AN	ECONOMIC	ANALYSIS	SHOWING	WHETHER	THE

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CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT STATEMENT OF  ESTIMATED  REGULATORY COSTS
 	EXPANSION  OF DISTRICT BOUNDARIES 

ORDINANCE DIRECTLY OR INDIRECTLY:

Is LIKELY TO HAVE AN ADVERSE IMPACT ON ECONOMIC GROWTH, PRIVATE SECTOR JOB CREATION OR EMPLOYMENT, OR PRIVATE SECTOR INVESTMENT IN EXCESS OF $1 MILLION IN THE AGGREGATE WITHIN 5 YEARS AFTER THE IMPLEMENTATION OF THE RULE;

Expansion of the District boundaries is not expected to have any material economic impact. Currently permitted District land uses are either developed or will be developed within the Expansion Area. As such, there is no expected loss of development activity beyond what was planned for the Existing District. The Expansion Areas is planned for 110 townhome units.

IS LIKELY TO HAVE AN ADVERSE IMPACT ON BUSINESS COMPETITIVENESS, INCLUDING THE ABILITY OF PERSONS DOING BUSINESS IN THE STATE TO COMPETE WITH PERSONS DOING BUSINESS IN OTHER STATES OR DOMESTIC MARKETS, PRODUCTIVITY, OR INNOVATION  IN EXCESS OF $1 MILLION IN THE AGGREGATE WITHIN 5 YEARS AFTER THE
IMPLEMENTATION OF THE RULE;

Any impact on overall business competitiveness and/or innovation resulting from the District expansion will be negligible, if any, for similar reasons outlined in subparagraph a. above.

OR IS LIKELY TO INCREASE REGULATORY COSTS, INCLUDING ANY TRANSACTIONAL COSTS, IN EXCESS OF $1 MILLION IN THE AGGREGATE WITHIN 5 YEARS AFTER THE IMPLEMENTATION OF THE RULE.

A dramatic increase in overall regulatory or transaction costs is highly unlikely. As will be stated in further detail below, The City of Jacksonville may incur incidental administrative costs in reviewing the documents germane to the boundary amendment, but it is expected that these costs will be offset by the required filing fees for the Petition. Since this transaction represents an expansion to an existing District, there are no new or additional regulatory or transaction costs expected.

A GOOD FAITH ESTIMATE OF THE NUMBER OF INDIVIDUALS AND ENTITIES LIKELY TO BE REQUIRED TO COMPLY WITH THE RULE, TOGETHER WITH A GENERAL DESCRIPTION OF THE TYPES OF INDIVIDUALS LIKELY TO BE AFFECTED BY THE RULE:

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CYPRESS BLUFF COMMUNITY  DEVELOPMENT DISTRICT
STATEMENT OF  ESTIMATED  REGULATORY COSTS
 	EXPANSION  OF DISTRICT BOUNDARIES 

The individuals and entities likely to be required to comply with the rule or affected by the proposed action (i.e., adoption of the rule) can be categorized, as follows: I) The State of Florida and  its residents, 2) The City of Jacksonville and its residents,
current property owners in the Expansion Area and 4) future property owners,

State Governmental Entities

The State of Florida and its residents and general population will not incur any compliance costs related to the expansion of the District boundaries and on-going administration oft he District, and will only be affected to the extent that the State incurs those nominal administrative costs outlined in Section 3(a)(2) below,.

City of Jacksonville

The City of Jacksonville and its residents not residing within the boundaries of the District will not incur any compliance costs related to the expansion
. of the District boundaries other than any one-time administrative costs outlined in Section 3(a)(l) below. Once the District is expanded, these residents will not be affected by adoption of the ordinance.

C.	Current Property Owners - Modified Area

The current property owners of the lands within the boundaries of the Expansion Area are not expected to realize a significant impact from the addition of the Expansion Area. The property owner of land to be included in the District boundaries will be impacted because they will be responsible for funding infrastructure and they will be responsible for annual operation and maintenance costs consistent with other landowners.

d.
Area

Current Property Owner and Future Property Owners -Expansion

The current property owner and future property owners of the lands within the boundaries of the Expansion Area will be affected by the revised District boundaries to the extent that they will be located within the District and will be subject to District special assessments.

AGOODFAITHESTIMATEOFTHECOSTTOTHEAGENCY,ANDTOANYOTHERSTATE

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I	 	

U	c, ssmv :-0e,=•v•=oom,cr
STATEMENT OF ESTIMATED REGULATORY COSTS EXPANSION OF DISTRICT BOUNDARIES

AND LOCAL ENTITIES, OF IMPLEMENTING AND ENFORCING THE PROPOSED ORDINANCE, AND ANY ANTICIPATED EFFECT ON STATE AND LOCAL REVENUES:

Costs to Governmental Agencies of Implementing and Enforcing the Ordinance

City of Jacksonville

The City may incur certain one-time administrative costs involved with the review of this petition, although this will be offset by the District's payment of a filing fee.

Once the District boundaries have been expanded the City will not incur any
. quantifiable on-going costs resulting from the on-going administration of the District. As previously stated, the District operates independently from the City, and all administrative and operating costs incurred by the District relating to the financing and construction of infrastructure are borne entirely by the District and its landowners.

State Government Entities

The District already exists and is in good standing with the State. The State's limited involvement with the District will continue to include the review of the reports outlined in the attached Appendix.

Once the District boundaries have been expanded, the State of Florida will continue to incur only nominal administrative costs to review the periodic reports required pursuant to Chapters 190 and 189, F.S. These are not additional costs but rather cost already incurred. These reports include the annual financial report, annual audit and public financing disclosures. To offset these costs, the Legislature has established a maximum fee of $175 per District per year to pay the costs incurred by the Special Districts Information Program to administer the reporting requirements of Chapter 189, F.S. This amount is cuITently being paid by the District and will not change if the District boundaries are expanded. Because the District, as defined in Chapter 190, F.S., is designed to function as a self-sufficient special-purpose governmental entity, it is responsible for its own management. Therefore, except for the reporting requirements outlined above, or later established by law, no additional burden is placed on the State once the District has been established, and there will be no impact as a result of the expansion.

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CYPRESS BLUFF COMMUNITY DEVELOPNIENT DISTRlCT STATElv[ENT OF ESTllvIATED REGULATORY COSTS EXPANSION OF DISTRICT BOUNDARIES

The District

The District will also continue to incur costs for operations and maintenance of its facilities and for its administration. These costs will be completely paid for from annual assessments against all properties within the Expansion Area benefiting from its facilities and its services. The fiscal year 2019-2020 Operations and Maintenance budget is already in place.

Impact on State and Local Revenues

It is anticipated that approval of this petition will not have any negative effect on state or local revenues. primarily for the reasons stated in Section
!(A) above.

In summary, expanding the boundaries of the Cypress Bluff Community Development District will not create any significant economic costs for the State of Florida or for the City.

A GOOD FAITH ESTIMATE OF THE TRANSACTIONAL COSTS LIKELY TO BE INCURRED BY INDIVIDUALS AND ENTITIES, INCLUDING LOCAL GOVERNMENT ENTITIES, REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE RULE:

There are no anticipated additional transaction costs associated with modifying the District boundaries for the Expansion Area. Landowners within the Expansion Area will be subject to same state and local governmental taxes and fees as they were previously.

AN ANALYSIS OF THE IMPACT ON SMALL BUSINESSES AS DEFINED BYS. 288.703, AND AN ANALYSIS OF THE IMPACT ON SMALL COUNTIES AND SMALL CITIES AS DEFINED INS. 120.52:

Amending the boundaries of the District should not have any negative impact on small businesses, primarily for the reasons outlined in Section l (A) above.

ANY ADDITIONAL INFORMATION THAT THE AGENCY DETERJvlINES MAY BE USEFUL:

Certain data utilized in this report was provided by the petitioner and the developer and represents the best information available at this time. Other data was provided by Governmental Management Services, LLC and the District Engineer and was based on observations, analysis and experience with private development and other community development districts in various stages of existence.

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CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT STATEMENT OF ESTIMATED  REGULA TORY COSTS
 	EXPANSION  OF DISTRICT BOUNDARIES 

In Exhibit 8A of the engineer's report is a table which provides for infrastructure cost estimates related to the original District boundaries and for the expansion Area. Also contained in Exhibit 8B is a table of capital improvements that provides for the construction entity/final owner and maintenance entity related to the original District boundaries and the Expansion Area.

A DESCRIPTION OF ANY REGULATORY ALTERNATIVES SUBMITTED AND A STATEMENT ADOPTING THE ALTERNATIVE OR A STATEMENT OF  THE  REASONS FOR REJECTING THE ALTERNATIVE IN FAVOR OF THE PROPOSED RULE:

Not applicable.

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On File Page 135 of 139

AUTHORIZATION OF AGENT

This letter shall serve as a designation of Katie S. Buchanan of Hopping Green & Sams, P.A., whose address is 119 S. Monroe Street, Suite 300, Tallahassee, Florida 32301, to act as agent for the Cypress Bluff Community Development District ("District") with regard to any and all matters pertaining to the Petition to the City Council of the City of Jacksonville, Florida, to amend the boundaries of the District pursuant to Chapter 190, Florida Statutes. The petition is  true and correct. This authorization shall remain in effect until revoked in writing.

CYPRESS BLUFF COMMUNITY DEVELOPMENT DISTRICT
By:	1JJ¼Y
Name: Richard Ray/
Title: Chairman
I

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STATE OF FLORIDA	)
COUNTY OF	>IA-\	)

foregoing	instrument	was   acknowledged	before   me   this	/ & ay		of
, 2019, by Richard Ray, as Chairman of the Board of Supervis s of Cypress Bluff Development  District,  for and on behalf of the District.  He	personally known
to me or [ ] produced 	as identification.
NOTARY STAMP:	 	Lr;{Jfh/

rn.t

Signature of Notary Public
j('p 0,...	c?"	kv	
Printed Name of Notary Public

On File Page 136 of 139
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BEFORE THE CITY COUNCIL CITY OF JACKSONVILLE, FLORIDA

INRE:		A Petition to Amend the Boundaries of the ) Cypress Bluff Community Development ) District	)
 		)

AFFIDAVIT OF PETITION

STATE OF FLORIDA COUNTY OF 3)\.A..-V A-\

I, Richard Ray, Chairperson of the Cypress Bluff Community Development District ("District"), and being its duly authorized representative being first duly sworn,  do hereby state for my affidavit as follows:
I have personal knowledge of the matters set forth in this affidavit.

My name is Richard Ray and I am the Chairperson of the District.

I am authorized to act on behalf of the District to talce all action necessary in relation to the petition to amend the boundaries of the District ("Petition").
I have reviewed the contents of the Petition, and its exhibits, and find it to be true and correct.
Under penalties of perjury, I declare that I have read the foregoing and the facts alleged are true and correct to the best of my knowledge and belief.

[CONTINUED ON FOLLOWING PAGE]

0
Executed this  /Uf-.,day of

j_y	'"!	' 2019.

Richard Ray f
Chairperson/

STATE OF FLORIDA COUNTYOF \),,..._VA-\

(SEAL)

Commission Number:-----
My Commission Expires: 		_

Personally Known

--------------

Produced Identification
(Form of Identification)