HomeMy WebLinkAbout2013 - Plat 1 ApprovalM OF
HOME OF PELICAN ISLAND
Subject: Resolution R-13-08 Approving
Agenda No. 12A - 13.077A
Final Plat for Cross Creek Lake Estates
Plat One
Department Origin: Commun' -De lopment
Comm Dev Direct -A. `
City Attorney: -
City Clerk: IV
A pro d for Submittal by: City Manager
Date Submitted: May 1, 2013
1 r
For Agenda of: May 8, 2013
ExhilSits: Resolution R-13-08; Cross Creek Lake Estates Plat One; Application; MBV
Engineering certification letter; Guarantee of Sidewalk Construction Agreement; Area map
EXPENDITURE REQUIRED:
AMOUNT BUDGETED:
APPROPRIATION REQUIRED:
-0-
-0-
-0-
SUMMARY
The preliminary plat for Cross Creek Lake Estates was approved by City Council in October of
2004. The entire subdivision consists of approximately 115 acres and is designed with a 44.5 -
acre lake and 134 single family residential lots. The lake was created by a former sandmining
operation. A majority of the lots will be lake -front properties. The land is zoned RS -10
(Residential Single Family) and the land use is LDR (Low Density Residential) which allows 5
units per acre. Overall density for this development will be approximately 12.16 units per acre.
As a condition of approval of the preliminary plat, the developer was required to make
improvements to 701h Avenue (a.k.a. Powerline Road) in conjunction with Indian River County.
Those improvements have been completed. The subdivision improvements were also completed,
but the decline in the housing market as well as the decline in overall property values put many
projects such as this on hold. The owners are now ready to proceed with their final plats.
The subdivision is currently owned by two corporations and will be platted separately as Cross
Creek Lake Estates Plat One and Cross Creek Estates Plat Two. Both plats will share a common
homeowners' association and will be subject to identical deed restrictions, a copy of which is on
file in the Community Development Department.
Cross Creek Lake Estates Plat One includes the northern 80 -acre parcel owned by Cross Creek
Lake Estates Inc. (Henry A Fischer) and includes the entire street system, various tracts and
drainage easements, and 10 residential lots. Cross Creek Lake Estates Plat Two includes the
southern 35 -acre parcel owned by Campanelli Development Corporation, Inc. (Ralph
Campanelli) and includes the entire street system, various tracts and drainage easements, and 30
residential lots. Tracts marked "reserved for future development" on both plats will be platted
into residential lots at a later date.
Sidewalks have been constructed on all portions of the subdivision except for those areas that
border on single-family lots. To prevent damage or destruction of the sidewalks during home
construction, the subdivision deed restrictions require each lot owner to construct that owner's
portion of the sidewalk before a Certificate of Occupancy is issued. The owners of Plat One and
Plat Two have entered into a Guarantee of Sidewalk Construction Agreement (attached) as an
"alternate irrevocable form" to insure the completion of the sidewalk system. This agreement
has been reviewed by the City Attorney.
MBV Engineering has certified that Cross Creek Lake Estates has been built in substantial
conformance with their design documents. Staff has verified that the final plats for Cross Creek
Lake Estates Plat One and Cross Creek Lake Estates Plat Two are in accordance with the
preliminary plat. The final plats have both been reviewed by David Jones, (consulting) City
Surveyor, Frank Watanabe, (consulting) City Engineer, Indian River County Utility staff and
Clerk of the Court staff. All have found the plats to be acceptable.
RECOMMENDED ACTION
Move to approve Resolution R-13-8, approving Cross Creek Lake Estates Plat One.
CERTIFICATE OF DEDICATION
STATE OF FLORIDA, COUNTY OF INDIAN RIVER, CITY OF SEBASTIAN
KNOW ALL MEN BY THESE PRESENTS, THAT CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION,
FEE SIMPLE OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS CROSS CREEK LAKE ESTATES
PLAT ONE, BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, HAS CAUSED SAID
LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS:
1. STREETS AND RIGHT-OF-WAYS:
THE STREETS AND RIGHTS-OF-WAY AS SHOWN ARE HEREBY DECLARED TO BE AND SHALL REMAIN PRIVATE.
THEY ARE DEDICATED TO AND SHALL BE THE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK
LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR THE USE AND BENEFIT OF THE OWNERS AND
RESIDENTS OF THIS SUBDIVISION. ALL PUBLIC AUTHORITIES; INCLUDING BUT NOT LIMITED TO POLICE, FIRE,
AMBULANCE, INDIAN RIVER MOSQUITO CONTROL AND UTILITY PROVIDERS SHALL HAVE THE RIGHT TO USE
THE STREETS IN THE COURSE OF PERFORMING THEIR RESPECTIVE DUTIES. THE CITY OF SEBASTIAN SHALL
T
HAVE NO RESPONSIBILITY DUTY OR LABILITY STREETS.
WHATSOEVER REGARDING SUCH
S E S.
2. UTILITY EASEMENTS
THE UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO INDIAN RIVER COUNTY, FLORIDA,
AND THE CITY OF SEBASTIAN FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF
ANY UTILITY PROVIDER IN COMPLIANCE WITH SUCH ORDINANCES
UTILITIES BY A CES AND REGULATIONS AS MAY
BE ADOPTED FROM TIME TO TIME BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY,
FLORIDA AND THE CITY OF SEBASTIAN CITY COUNCIL
THE UTILITY EASEMENTS AS SHOWN ARE ALSO EASEMENTS FOR THE CONSTRUCTION, INSTALLATION,
MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES, PROVIDED, HOWEVER, NO SUCH
CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL
INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC
UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITY OF A PUBLIC UTILITY,
IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE
AND OPERATION OF CABLE TELEVISION SERVICES SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY
CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
FRONT YARD UTILITY EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY
FOR INGRESS AND EGRESS AS APPROVED BY THE CITY OF SEBASTIAN.
3. DRAINAGE EASEMENTS
DRAINAGE EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL
MAINTENANCE OBUGA11ON OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC.
FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES AS PART OF THE STORMWATER
MANAGEMENT SYSTEM.
THE CITY OF SEBASTIAN IS GRANTED THE RIGHT TO USE AND DRAIN INTO THE EASEMENTS AND ALSO
GRANTED THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM EMERGENCY MAINTENANCE ON THE EASEMENTS.
4. STORMWATER MANAGEMENT TRACTS AND STORMWATER MAINTENANCE EASEMENTS
STORMWATER MANAGEMENT TRACTS 'A', 'B', 'C', 'D' 'E' AND 'F' AS SHOWN ARE DEDICATED IN
PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE OBUGATION OF CROSS CREEK LAKE ESTATES
HOMEOWNERS' ASSOCIATION, INC. FOR THE MANAGEMENT AND STORAGE OF STORMWATERS.
STORMWATER MAINTENANCE EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO AND SHALL
BE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS'
ASSOCIATION, INC. TO PERFORM MAINTENANCE ON THE STORMWATER TRACTS.
THE CITY OF SEBASTIAN IS GRANTED THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM EMERGENCY
MAINTENANCE ON THE TRACTS. THE INDIAN RIVER COUNTY MOSQUITO CONTROL DISTRICT HAS THE
RIGHT OF ENTRY UPON THESE TRACTS FOR THE LIMITED PURPOSES OF INSPECTION, PREVENTION
OR TREATMENT OF MOSQUITO INFESTATIONS, AS ALLOWED BY LAW.
5. EMERGENCY ACCESS TRACT
TRACT 'K' AS SHOWN IS DEDICATED TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION
OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR EMERGENCY ACCESS TO
THE SUBDIVISION AND FOR ACCESS TO THE SUBDIVISION IN CASE OF AN EMERGENCY BY ALL
EMERGENCY PROVIDERS.
6. LIFT STATION TRACT AND EASEMENT
TRACT 'J' AS SHOWN IS HEREBY DEDICATED TO INDIAN RIVER COUNTY FOR CONSTRUCTION AND
MAINTENANCE OF SANITARY SEWER FACILITIES.
THE LIFT STATION EASEMENT AS SHOWN IS HEREBY DEDICATED TO INDIAN RIVER COUNTY FOR
CONSTRUCTION AND MAINTENANCE OF SANITARY SEWER FACILITIES.
7. FUTURE DEVELOPMENT TRACTS
TRACTS 'H', 1','M', N,'0', AND 'P' ARE HEREBY RESERVED BY THE DEVELOPER FOR FUTURE DEVELOPMENT
8. LAKE ACCESS TRACT
TRACT '1' AS SHOWN IS DEDICATED TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION
OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR LAKE ACCESS AND OPEN SPACE
FOR USE BY OWNERS OF LOTS IN THIS SUBDIVISION.
IN WITNESS A HEREOF, THE ABOVE NAMED CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED
BY HENRY A. FISCHER, PRESIDENT OF CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION,
BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS.
THIS— db�! DAY OFlkw� , 2013.
El - : �"� WiTNESS_/�k& WITNESS
'HENRY A. FISCHER. PRESIDENT PRINT NAMEwAA0&dk/w. D & PRINT NA Scc%GG B�yy
ACKNOWLEDGMENT TO CERTIFICATE OF DEDICATION
STATE OF FLORIDA, COUNTY OF INDIAN RIVER
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS-,39!!DAY OFINN51 2013,
BY HENRY A. FISCHER, PRESIDENT OF CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION,
ON BEHALF OF THE RPORATION. HE IS PERSONALLY KNOWN TO ME.
NOTARY PUBLIC COMMISSION No. :a
PRINT NAME EXPIRATION DATE
CLERK OF THE CROSS CREEK LAKE
CITY OF SEBASTIAN CITY SURVEYOR SURVEYOR CIRCUIT COURT ESTATES INC.
00000
A PLAT OF
CROSS CREEK LAKE ESTATES PLAT ONE
A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH,
DESCRIPTION RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNT
THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH RANGE 39 EAST,
INDIAN RIVER COUNTY, FLORIDA, LESS AND EXCEPT THE EAST 35.00 FEET THEREOF, SAID LANDS
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SAID SECTION 30,
PROCEED NORTH 89' 43' 26' EAST ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4
OF SECTION 30 A DISTANCE OF 2622.89 FEET TO A POINT BEING 35.00 FEET WESTERLY OF THE NORTHEAST
CORNER OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, AS MEASURED ALONG SAID
NORTH LINE; THENCE SOUTH 00' 07' 35" EAST, ALONG A LINE PARALLEL WITH AND 35.00 FEET WESTERLY
OF, WHEN MEASURED PERPENDICULAR TO, THE EAST LINE OF SAID NORTHWEST 1/4 OF SECTION 30,
A DISTANCE OF 1329.85 FEET TO A POINT' ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID
SECTION 30, SAID POINT BEING 35.00 FEET WESTERLY OF THE SOUTHEAST CORNER OF SAID NORTHWEST
1/4 OF SECTION 30 AS MEASURED ALONG SAID SOUTH LINE; THENCE SOUTH 89' 49' 36" WEST ALONG
SAID SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 2628.50 FEET TO THE
SOUTHWEST CORNER OF SAID NORTHWEST 1/4 OF SECTION 30; THENCE NORTH 00' G6' 59" EAST
ALONG THE WEST LINE OF SAID NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 1325.16 FEET TO
THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 80.02 ACRES, MORE OR LESS.
CERTIFICATE OF TITLE
STATE OF FLORIDA, COUNTY OF INDIAN RIVER
I, WARREN W. DILL, ESQUIRE, OF DILL & EVANS, P.L. HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE OF THE
HEREON DESCRIBED PROPERTY, AND I FIND THAT THE LANDS AS DESCRIBED AND SHOWN ON THIS PLAT ARE
IN THE NAME OF, AND APPARENT RECORD TITLE IS HELD BY CROSS CREEK LAKE ESTATES INC., A FLORIDA
CORPORATION, AND THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192,
FLORIDA STATUTES AS AMENDED, AND THAT MORTGAGES, LIENS OR OTHER ENCUMBRANCES ARE AS FOLLOWS:
1. MORTGAGE TO MARINE BANK AND TRUST RECORDED IN O.R. BOOK 2120, PAGE 909, O.R. BOOK 2318,
PAGE 1665, O.R. BOOK 2357, PAGE 1673, O.R. BOOK 2363, PAGE 2351, O.R. BOOK 2369, PAGE 1161 AND
O.R. BOOK 2632, PAGE 2086.
2. COLLATERAL ASSIGNMENT OF LEASES, RENTS AND PROFITS RECORDED IN O.R. BOOK 2120, PAGE 922.
3. UCC/FINANCING STATEMENT RECORDED IN O.R. BOOK 2120, PAGE 927, CONTINUATION RECORDED IN
O.R. BOOK 2512, PAGE 1055.
4. DECLARATIONS OF COVENANTS AND RESTRICTIONS ON LAND RECORDED IN O.R. BOOK 1749, PAGE 400.
5. CROSS ACCESS EASEMENT RECORDED IN O.R. BOOK 2571, PAGE 1361.
6. JOINT DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 2571, PAGE 1331.
7. ACCESS AND USE AGREEMENT RECORDED IN O.R. BOOK 2571, PAGE 1371.
ALL OF THE ABOVE INSTRUMENTS RECORDED IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
THIS SEARCH IS UP TO AND INCLUDING MARCH 12, 2013.
WARREN W. DILL, ESQUIRE AT
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING A DULY LICENSED AND REGISTERED
LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON OCTOBER 15, 2012 HE COMPLETED THE SURVEY OF
THE LANDS AS SHOWN IN THE FOREGOING PLAT; THAT SAID PLAT WAS PREPARED UNDER HIS DIRECTION AND
SUPERVISION AND THAT THE PLAT COMPLIES NTH ALL THE SURVEY REQUIREMENTS OF PART 1, CHAPTER 177,
FLORIDA STATUTES; THAT SAID PLAT IS A CORRECT REPRESENTATION OF THE LANDS THEREIN DESCRIBED
AND PLATTED OR SUBDIVIDED; THAT PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS AND
LOT CORNERS HAVE BEEN SET AS SHOWN THEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES AND
ARTICLE XIX, SUBDIVISION, LAND DEVELOPMENT CODE, CITY OF SEBASTIAN; AND THAT SAID LAND IS LOCATED
IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA.
WILLIAM B. ZENTZ, P.L.S. - R FESSIONAL LAND SURVEYOR D
REGISTRATION No. 5276, STATE OF FLORIDA
WILLIAM B. ZENTZ & ASSOCIATES, INC. - 684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32962 (772) 567-7552 LB No. 6840
CITY SURVEYOR'S CERTIFICATE
THIS PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE HAS BEEN REVIEWED BY THE UNDERSIGNED
PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY
CERTIFIES THAT THIS PLAT CONFORMS TO THE REQUIREMENTS DF CHAPTER 177, FLORIDA STATUTES.
DAVID M. JONES, FLORIDA PROFESSIONAL LAND SURVEYOR, CERTIFICATE No. 3109 DATE:
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PLAT BOOK
PAGE
DOCKET No.
THIS INSTRUMENT PREPARED BY:
WILLIAM B. ZENTZ
PROFESSIONAL LAND SURVEYOR #5276
WILUAM B. ZENTZ & ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32962
LICENSED BUSINESS (LB) ;#6840
(772) 567-7552
CERTIFICATE OF APPROVAL AND ACCEPTANCE BY CITY COUNCIL
THIS IS TO CERTIFY THAT ON THIS PLAT WAS APPROVED BY THE CITY OF
SEBASTIAN CITY COUNCIL AND THE EASEMENTS DEDICATED TO THE CITY WERE ACCEPTED.
MAYOR
BOB McPARTLAN
CITY ENGINEER
FRANK WATANABE. P.E., NEEL-SCHAFFER
CITY CLERK CITY ATTORNEY
SALLY A. MAIO ROBERT A. GINSBURG
(ATTEST TO MAYORS SIGNATURE)
CLERK'S CERTIFICATION
STATE OF FLORIDA, COUNTY OF INDIAN RIVER
I, CLERK OF CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, DO HEREBY CERTIFY THAT I HAVE
EXAMINED THIS PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE, AND THAT IT COMPLIES WITH ALL
THE REQUIREMENTS OF CHAPTER 177 OF THE LAWS OF FLORIDA. THIS PLAT WAS FILED FOR RECORD
THIS AY OF_ 2013, AND RECORDED ON PAGE OF PLAT BOOK
IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA.
JEFFREY R. SMITH, CLERK OF COURT
BY: DATE:
DEPUTY CLERK OF CIRCUIT COURT, INDIAN RIVER COUNTY, FLORIDA
MORTGAGEE'S CONSENT
STATE OF FLORIDA COUNTY OF INDIAN RIVER
THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE UPON THE PROPERTY DESCRIBED
HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID DEDICATION
BY THE OWNER THEREOF AND AGREES THAT ITS MORTGAGE, LIENS OR OTHER ENCUMBRANCES WHICH ARE RECORDED
IN OFFICIAL RECORDS BOOK 2120, PAGE 909, O.R. BOOT( 2316, PAGE 1665, O.R. BOOK 2357, PAGE 1673, O.R. BOOK
2363, PAGE 2351, O.R. BOOK 2369, PAGE 1161, O.R. BOOK 2632, PAGE. 2086, O.R. BOOK 2120, PAGE 922
AND O.R. BOOK 2120, PAGE 927 WITH CONTINUATION IN O.R. BOOK 2512, PAGE 1055, OF THE PUBLIC
RECORDS OF INDIAN RIVER COUNTY, FLORIDA SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON.
IN WITNESS WHEREOF, THE SAID BANK HAS CAUSED THE PRESENTS TO BE SIGNED BY ITS CV f.
AND ITS CORPORATE SEAL TO BE AFFIXED H REON BY AND WITH THE AUTHORITY OF ITS BOARD OF
DIRECTORS THIS 304. DAY OF lkftj L- 2013.
MARINE BANK AND TRUST COMPANY
BY PRINT NAME : gICi11A) G. F,w.11eA.
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 30 -DAY OF�L 2013
BY 41+W C. F.-AxL E}1 P OF MARINE BANK AND TRUST COMPANY ON BEHALF OF THE
BANK. HEI PE < 1' I ME OR HAS PRODUCED M AS IDENTIFICATION.
NOTARY PUBLIC PRINT NAME 'C kMWWM
COMMISSION No. : EE Ilt'T5� EXPIRATION DATE ��•NOTICES:•"'r1. THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION SUBDLANDS
DESCRIBED HERON AND Y&L IN NO CIRCUMSTANCES BE SUPPLANTED N AUTHORITY BY ANY OTHER
GRAPHIC OR DIGITAL FORM OF THE PLAT.
2. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUT CITY OF SEBASTIAN APPROVAL
4. ROUTINE MAINTENANCE (E.G. MOWING, ETC.) OF EASEMENTS SHALL BE THE RESPONSIBILITY
OF THE LOT/PROPERTY OWNER(S) AND NOT THE CITY OF SEBASTIAN.
5. PROPERTY OWNERS ARE PROHIBITED FROM PLANTING ANY CARIBBEAN FRUIT FLY AND CITRUS GREENING
HOST PLANTS AS SPECIFIED HEREON AND ARE REQUIRED TO REMOVE SAME IF ANY EXISTS: CATTLEY GUAVA,
COMMON GUAVA, LOQUAT, ROSE APPLE, SURINAM CHERRY, CHINESE BOX ORANGE AND ORANGE JASMINE.
6. DECLARATION OF CONDITIONS, COVENANTS, EASEMENTS AND RESTRICTIONS AFFECTING THE OWNERSHIP
OR USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORDS BOOK_,
PAGE__, PUBLIC. RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
MARINE BANK & TRUST DATE OF PREPARATION: DECEMBER 12, 2012
DATE REVISION SHEET
4/8/13 REVISE PER COMMENTS, NEW TRACT I 1 4
4/26/13 REVISE PER COMMENTS
OF SHEETS
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL A PLAT OF
VALLDEPICTION OF THE STANCES B LANDS DESCRIBED HEREIN AND CROSS CREEK LAKE ESTATES PLAT O N E
WILL IN NO CIRCUMSTANCES BE SUPPLANTED NJ AUTHORITY BY '
ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
NOTICE A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION. 30, TOWNSHIP 31 SOUTH,
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT. RECORDED ON RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
S.E. COR. OF N.W. 1/4 SECTION 30-31-39
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11
THIS INSTRUMENT PREPARED BY:
WILLIAM B. ZENTZ
PROFESSIONAL LAND SURVEYOR 15276
WILLIAM B. ZENTZ & ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32952
LICENSED BUSINESS (LB) X5840
(772) 567-7552
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10' U.E. 781.87
A-44'5 V37'
SEE DETAIL "A"
1
J
5O.OD' 18.39'37" 16.28' 16.21' S80'23'38"W
(WT•) OFFSET DUE TO SANITARY MANHOLE
D.E.=DRAINAGE EASEMENT
TRACT 'F'
TRACT 'H'
L7 '
��
PCP N0012'59"W YEARLING (RAIL
N 446.10' PCP
STORMWATER
MANAGEMENT
RESERVED FOR FUTURE DEVELOPMENT
U y �.
G1�
0
P.O.B.=POINT OF BEGINNING
(50' R/W) (PRIVATE)
N
Cg
Cg
CHD=CHORD
OF NORTH 00'06'59' EAST.
G
C.B.=CHORD BEARING
446.10
B.M.=ELEVATION BENCHMARK
CM . -CONCRETE MONUMENT, NO I.D.
(NR)=NON-RADIAL
(R)=RADIAL
10' U.E.
7*_p
(VIT•)=WITNESS
C53
O.R.B.=OFFICIAL RECORDS BOOK
10' U.E.
�A
PK//q-PK NAIL W/DISK
FND.=FOUND
n
8
TRACT 'P'
vRESERVED
/
FOR
• o
:2
FUTURE DEVELOPMENT
n_
^ TRACT 'I' LAKE ACCESS / OPEN SPACE
10' U.E. o
N°f S00'12'59 -E 265.09
TRACT 'E' N UYtALL R=40U. K
o R=50.00' A-1 B'17'1
r STORMWATER 6•"90'03'35" L=79.80'
o MANAGEMENT L=78.59'
a
0
N
w
N00'16'34"W
145.00' IT
8
ti NOO'i '34"W w
145.00' a
M
Y g
z OVERALL
V 21 N00 16'34"WX90.00'00- 10' STORMWATER
Q 147.63' L=78.54' MAINTENANCE EASEMENT
J N00'16'34"W 271.07'
:4v
BLOCK 1
11
THIS INSTRUMENT PREPARED BY:
WILLIAM B. ZENTZ
PROFESSIONAL LAND SURVEYOR 15276
WILLIAM B. ZENTZ & ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32952
LICENSED BUSINESS (LB) X5840
(772) 567-7552
ti� Ng 3
2
z
z
L=79.80'
70th A WENUE
Y7
UNE
L12
W
J
J
L10 '
LL
L16
L1
<
L5
2 a
l L3-
L7 <�
L7
TRACT
R=100.00'
s, �o
LIFT STATION
6=45'00'DO"
x•
Aj,nO
w RESERVED FOR
�``�
L=78.54'
Off,
TRACT 'H'
LEGEND: .
�y
16.83' DEVELOPMENT
PRM o =SET PERMANENT REFERENCE MONUMENT
I.P.=IRON PIPE, NO I.D.
65
500'07'35"E
(4'x4"CONCRETE MONUMENT WITH MAG NAIL &
'PRM
I.R.=IRON ROD, NO I.D.
DETAIL
BRASS DISK STAMPED WBZ LB 6840")
R=100.00'
ZB 7545'
PCPo=SET PERMANENT CONTROL POINT (MAG NAIL
A-44'5 V37'
SURVEYORS NOTES:
STAMPED WZ LB 40")
& BRASS DISK PCP o =SET PCP WITH WITNESSTAMPAT NOTED
L=78.38'
R=191.00'
eF1aD•oo'oo"
L=600.04'
CHD=382.00'
S00'07'35"E
2678.22'
Ln 0,
U I
]C < n
Y I -U p�
UM -
ol Qz
ow
' Na
En
-L1 0 a
U rc
w
>CP,
^ N
m
U
GRAPHIC SCALE
Y7
UNE
0 30 60 120 240
W
10. C3
( IN FEET) 1 Inch = 60 fL
"f
\
PCP -
7
�
3 vi
L5
2 a
l L3-
S89'47'01'W 30.00'
L7
O' iy
'P'
R=100.00'
s, �o
ti� Ah TRACT
6=45'00'DO"
x•
Aj,nO
w RESERVED FOR
�``�
L=78.54'
Off,
FUTURE
LEGEND: .
�y
16.83' DEVELOPMENT
PRM o =SET PERMANENT REFERENCE MONUMENT
I.P.=IRON PIPE, NO I.D.
65
500'07'35"E
(4'x4"CONCRETE MONUMENT WITH MAG NAIL &
'PRM
I.R.=IRON ROD, NO I.D.
FNO.1/2-IRIC�
BRASS DISK STAMPED WBZ LB 6840")
R=100.00'
ZB 7545'
PCPo=SET PERMANENT CONTROL POINT (MAG NAIL
A-44'5 V37'
SURVEYORS NOTES:
STAMPED WZ LB 40")
& BRASS DISK PCP o =SET PCP WITH WITNESSTAMPAT NOTED
L=78.38'
5O.OD' 18.39'37" 16.28' 16.21' S80'23'38"W
S00'07'35"E
2678.22'
Ln 0,
U I
]C < n
Y I -U p�
UM -
ol Qz
ow
' Na
En
-L1 0 a
U rc
w
>CP,
^ N
m
U
GRAPHIC SCALE
Y7
UNE
0 30 60 120 240
W
N '07'35'W 6.00'
( IN FEET) 1 Inch = 60 fL
"f
\
K 2
NOO'07'3 "W 6.04'
�
3 vi
o
t�
L5
2 a
ti
S89'47'01'W 30.00'
L7
S89'47'01"W 12.07'
TRACT 'A'
49t.0T 2.00' S00, 53040E(R) MATCH LINE
3
STORMWATER
3 T R A C T
+ z
MANAGEMENT
TRACT 'L.
o
N
Y7
UNE
22.06 4
CB -N89 43 26 E
N '07'35'W 6.00'
L2
B L 0 C
K 2
NOO'07'3 "W 6.04'
L4
NOO'07'35'W 20.00'
L5
N89'47'0t"E 42.07'
L6
S89'47'01'W 30.00'
L7
S89'47'01"W 12.07'
RAWJNGS PATHN
49t.0T 2.00' S00, 53040E(R) MATCH LINE
so' R/W (PRIVATE) N
Y41) SEE SHEET
3 T R A C T
_
A
L11
TRACT 'L.
5
LEGEND: .
L13
6 2
PRM o =SET PERMANENT REFERENCE MONUMENT
I.P.=IRON PIPE, NO I.D.
G K
(4'x4"CONCRETE MONUMENT WITH MAG NAIL &
'PRM
I.R.=IRON ROD, NO I.D.
L 0
BRASS DISK STAMPED WBZ LB 6840")
P,C.=POINT OF CURVATURE
B
PCPo=SET PERMANENT CONTROL POINT (MAG NAIL
P,T.=POINT OF TANGENCY
SURVEYORS NOTES:
STAMPED WZ LB 40")
& BRASS DISK PCP o =SET PCP WITH WITNESSTAMPAT NOTED
U.E=U.TIUTY EASEMENT
5O.OD' 18.39'37" 16.28' 16.21' S80'23'38"W
(WT•) OFFSET DUE TO SANITARY MANHOLE
D.E.=DRAINAGE EASEMENT
1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA
o =LOT CORNER - SET 5/81RON ROD WITH CAP
R/W=RIGHT OF WAY
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED
"WBZ ASSOC. LB 6840"
R=RADIUS
ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS.
P.B.I.=PUT BOOK INDIAN RIVER COUNTY RECORDS
6 -CENTRAL ANGLE
MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2
P.O.B.=POINT OF BEGINNING
L=ARC LENGTH
OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING
S.M.E.=STORMWATER MAINTENANCE EASEMENT
CHD=CHORD
OF NORTH 00'06'59' EAST.
NAVD'88=NORTH AMERICAN VERTICAL DATUM OF 1988
C.B.=CHORD BEARING
2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP
B.M.=ELEVATION BENCHMARK
CM . -CONCRETE MONUMENT, NO I.D.
(NR)=NON-RADIAL
(R)=RADIAL
No. 12061CO113H DATED DECEMBER 4, 2012.
CCR=CERTIFIED CORNER RECORD
(VIT•)=WITNESS
C53
O.R.B.=OFFICIAL RECORDS BOOK
(M)=MEASURED
75.00' 4 '41'31' 57.19' 55.82: N 2'03'44"W
PK//q-PK NAIL W/DISK
FND.=FOUND
FND.
IB
TRACT 'O'
10
C-4
DATE OF PREPARATION: DECEMBER 12, 2012
r ,
UNE TABLE
UNE
BEARING LENGTH
L1
N '07'35'W 6.00'
L2
NOO'07'35"W 6.02'
L3
NOO'07'3 "W 6.04'
L4
NOO'07'35'W 20.00'
L5
N89'47'0t"E 42.07'
L6
S89'47'01'W 30.00'
L7
S89'47'01"W 12.07'
L8
N6 '41'04'E 12.35'
L9
N4 '00'07"E 30.94'
L10
SOO'07'35"E 40.00'
L11
N8947'01'E 30.00'
L12
NOO'07'35"W 40.00'
L13
N6 '41'04" 76.01'
L14
N62'41'04'E 59.60'
L15
S62'41'04"W 33.68'
16
S00'0T35"E 16.96'
L17
SOO'07'35"E 16.86'
DATE OF PREPARATION: DECEMBER 12, 2012
r ,
CURVE TABLE
CURVEIRADIUSI DELTA LENGTH CHORD CHORD BRG.
Cl
115.00' 59'34IZ7 119.57' 114.26' S29'39'36"W
C2140.00'
5934'22" 145.56' 139.09' S2939'36"W
C3
165.00' 59-34'2V 171.56' 153.93' S29'39'36"W
C4
165.00' 3559'03" 103.63' 101.93' S17'51'56'W
C5
165.00' 23'35'19" 7.93' 67.45' S47'39'07"W
CB
115.00' 6'59'36" 14.04' 14.03' S03'22'13"W
C7
115.00' 5234'46" 105. 3' 101.87- S33Y 2' 3'W
CS
150.00' S '3 '4 " 15 .20' 149.23' N29'3 '54'
C9
125.00' 5939'45" 130.16' i 4.36' N '36'54"
CIO
100.00' 59'39'45' 104.13' 99.49' N2936'54"E
C11
125.00' 65'50'18" 143.64' 135.86' N33.08'08"W
C12
100.00' 65'50'18" 114.91' 108.69' N33'O '08"W
C13
75.00' 65'50'18" 86.1 1.52' N33'08'08"W
C14
125.00' 47'46'55" 104.24- 101.25' N24'06'26"W
C15
125:00'118-03'24- 18'03'24" 3 .3 ' 39.23' N57 -01.35"W
C16
75.00' 6548'50' 86.15' 81.49' S33'08'52'E
C17
100. 00' 65'48'50' 114.87' 108.66' S33'08'52'E
C18
125.00' 65'48'50" 143.58' 135.82' S33'08'52"E
G19
21.00' 89'57'52" 3 .9T 29.69' S4444'30"W
C20
25.00' 90'0 ' 8' 39.29- 35.37' N45 -15-30"W
C21
5O.OD' 18.39'37" 16.28' 16.21' S80'23'38"W
C22
50.00' 6'31'55" 23.1 .95' 557.47-5 "W
C23
SO -DO' 3454'55" 30.47' 30.00'
C24
50.00'. 9'53'34" .63' 8.62' SO4.40'13'W
C25
25.00' 90 '00" 39.27' 35.36' S44.43'26"W
C26
25.00' 51'52'55" 22.64' 21.87' S26'13'02'
C27
56.00' 283"45'50'277.35' 69.14' N89.43'26"
C28
56.00' 67'23'56' 65.87 .14' N18'27.31 -W
C29
56.00' 74' 8'59" 72.80' 67.73' N5 '57'
C30
191.00' 15'31'01" 51.73' 51.57' N0728'57"E
C31
191.00' 74'28'59" 248.29'231.17' N52'28'57"E
C32
125.00' 5-27'39" 11.91' 11.91' N50'43'43"W
C33
125.00' 757'19" 17.35' 17.34' N57' 6'12"W
C34
125.00' 4'38' 6" 10.12' 10.1 N63'44'04"W
C53
75.00' 22"0a'43" !U2L 28.81' N54'58'53'W
C54
75.00' 4 '41'31' 57.19' 55.82: N 2'03'44"W
C55
250.00' 508'00" .40' 22.39' 515'56'15"
C56
250.00'13'09'16' 57.40' 57.27 506'47'37'
DATE OF PREPARATION: DECEMBER 12, 2012
r ,
BLOCK 1
A PLAT OF
CROSS CREEK LAKE ESTATES PLAT ONE
3 A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH,
RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
4
PC
( 2.00' S E E S H E E T 2 TR A C T A"
191.07 135.00 MATCH LINE ".-
206
189.86'
SOO16'34"E(R)
7R=50.00' N 5 a
s
6 �N
B L O C K A 2
251.07'
� � r
-10' STORMWATER
MAINTENANCE EASEMENT
251.07'
., m
'� s
C42
CHD=114.02'
MANAGEMENT
�-
BLOCK
2
'°
N
S
SO01'
'1 '34'
11
OVERALL
1
2
y
TRACT 'M'
'
m
90'00'00"
RESERVED FOR
o
0
FUTURE DEVELOPMENT ,D
FUTURE
�b
w
N
RAWJNGS PA 7H N
i
S17'54'23'W
POP
25.00'
51'52'55'
21.87'
50' R/W (PRIVATE) N
191.00' 15'31'01"
51.57'
R-25.00'
OF 1988
R=25.00'
.355.29'
62.01'
N3835'50"W
C41
50.00'
X90'00'00"
11.63'
A=51'52'55"
10' U.E.
o
22'46'28'
19.74'
Ntt'39'48"W
L=39.2.7'
50.00'
L=22.64'
w
N52'05'17"W
p0
o
9'09'02"
k8.7
7.98'
R=25.00'
377.35
m
6210'55"
77.46'
pCp
MICANOPY PAIN N
A-90,00,00"
9017'23"
N
n
50' R/W (PRIVATE) N 491.07'
o
22'23'12"
L-39.27'
TRACT 'L'
C48
N o1
w w
55.64'
o
C49
RESERVED FOR
141'52'55' 138.67' 105.86' N71'03'27"E
00
13 m
141'52'55" 138.67' 105.86' N70'49'28'W
oFUTURE
o.
50.00'
DEVELOPMENT
70.47'
A=51'52'55'
Lo
WIWI
T.)=TNESS
(R�
"
N
N
`�
Si 3'04)54"W
? o
3
to
40.89'
N
N
TRACT 'L'
2
o
^
o
a
RESERVED FOR
m
N0016'34"WFRO
6'34`E
;
16
FUTURE DEVELOPMENT
126.57'
N
C4120D.E. -0"
165.00'
hO
-4
o
=
'2
O
A=9056b0
4
h
caM
w
L=78.54'
Q_
a
o
NGO16'34'W
m N
:
Y
m
ti
^
1
55'
25'
A PLAT OF
CROSS CREEK LAKE ESTATES PLAT ONE
3 A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH,
RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
4
PC
( 2.00' S E E S H E E T 2 TR A C T A"
191.07 135.00 MATCH LINE ".-
206
189.86'
SOO16'34"E(R)
7R=50.00' N 5 a
s
6 �N
B L O C K A 2
251.07'
� � r
-10' STORMWATER
MAINTENANCE EASEMENT
251.07'
N
TRACT D
STORMWATER
., m
'� s
C42
CHD=114.02'
MANAGEMENT
�-
TRACT 'L'
I -
w
EL
j
S
SO01'
'1 '34'
3w
OVERALL
RESERVED FOR 'oo
b
y
TRACT 'M'
'
m
90'00'00"
RESERVED FOR
o
0
FUTURE DEVELOPMENT ,D
FUTURE
�b
w
N
DEVELOPMENT 6
i
S17'54'23'W
2 P.O.B.=POINT OF BEGINNING
25.00'
51'52'55'
21.87'
Z
191.00' 15'31'01"
51.57'
R-25.00'
OF 1988
R=25.00'
76'38'32"
62.01'
N3835'50"W
C41
50.00'
X90'00'00"
11.63'
A=51'52'55"
2
o
22'46'28'
19.74'
Ntt'39'48"W
L=39.2.7'
50.00'
L=22.64'
w
N52'05'17"W
C44
50.00'
9'09'02"
k8.7
7.98'
N85.42'03"W
377.35
m
6210'55"
77.46'
pCp
MICANOPY PAIN N
50.00'
9017'23"
70.89'
S0016'34"E
50' R/W (PRIVATE) N 491.07'
o
22'23'12"
w
110.00'�Ymt
C48
267.35'
6736'48" .
55.64'
M
C49
56.00'
141'52'55' 138.67' 105.86' N71'03'27"E
10' U.E. R=25.00 '
Is
141'52'55" 138.67' 105.86' N70'49'28'W
C51
50.00'
89'36'27' 78.20'
70.47'
A=51'52'55'
WIWI
T.)=TNESS
"
L=22.64'
FND.=FOUND
? o
to
Za
TRACT 'L'
In
o
a
RESERVED FOR
m
I
;
16
FUTURE DEVELOPMENT
N
TRACT D
STORMWATER
., m
'� s
C42
CHD=114.02'
MANAGEMENT
�-
Z
I -
w
EL
C43
EL
0
SO01'
'1 '34'
3w
OVERALL
135.64 C4
b
R=50.00
TRACT 'M'
'
m
90'00'00"
RESERVED FOR
o
0
L
L=78.54'
FUTURE
�b
w
N
DEVELOPMENT 6
i
S17'54'23'W
TRACT 'M'
THIS INSTRUMENT PREPARED BY:
WI W AM B. ZENTZ
PROFESSIONAL LAND SURVEYOR #5276
WILLIAM B. ZENTZ do ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32962
LICENSED BUSINESS (LB) #6840
(772) 567-7552
-10' STORMWATER
MAINTENANCE EASEMENT
R=191.00'
A-180,00'00"
L=600.04'
CHD=382.00'
CB=N89'43'26"E
GRAPHIC SCALE
0 30 60 120 240
( IN FEET) 1 Inch - 60 ft..
L=277.35'
CHD=69.14'
CB=N39'43'26"E
TRACT 'A'
STORMWATER
MANAGEMENT
R=191.00'
A-180100'00"
L=600.04'
CHD=382.00'
C6=1,189'43'26"E
MATCH LINE
S E E S H E E T 4 T R A C T A"
SURVEYORS NOTES:
1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED -TO THE FLORIDA
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED
ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS.
MONUMENTED UNE OF REFERENCE IS THE WEST UNE OF THE SOUTH 1/2
OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING
OF NORTH 00'06'59" EAST.
2. SURVEY SITE UES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP
No. 12061CO113H DATED DECEMBER 4, 2012.
L=78.
FIND.
"LB
10'
TRACT 'B'
STORMWATER
MANAGEMENT
TRACT 'N'
RESERVED FOR
FUTURE
DEVELOPMENT
TRACT 1V'
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND
WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY
ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
NOTICE
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
Li
0
' � O
i7
m
,P M
*o 0
In to j
N
C4
FND:
'LB
L20
L18 ~
w
M
PRM
L=121.32'
CURVE TABLE
CHD=114.02'
S00'03'15"W 29.00'
CB=N55'25'01"W
Z
I -
w
EL
W
o: w
LIFT
EL
0
56.00'
STATION
3w
EASEMENT
KU
b
74' 8'59"
67.7 '
�Z
r27
L
o
0
231.17'
S53'02'05'E
2"W9Z
w
N
67' 3'56"
10'
TRACT 'B'
STORMWATER
MANAGEMENT
TRACT 'N'
RESERVED FOR
FUTURE
DEVELOPMENT
TRACT 1V'
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND
WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY
ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
NOTICE
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
Li
0
' � O
i7
m
,P M
*o 0
In to j
N
C4
FND:
'LB
L20
L18 ~
w
M
PRM
UNE TABLE "
UNE
CURVE TABLE
L18
S00'03'15"W 29.00'
RADIUS
DELTA:
CHORD
CHORD BRG.
a
56.00'
283'45'50'
69.14'
N89'43' 6"E
W k BRASS DISK STAMPED "PCP WBZ LB 6840')
56.00'
74' 8'59"
67.7 '
S5 '0 '05"E
r27
191,00'
74'28'59"
F22.64'
231.17'
S53'02'05'E
2"W9Z
56.00'
67' 3'56"
6 .14'
S17'54'23'W
2 P.O.B.=POINT OF BEGINNING
25.00'
51'52'55'
21.87'
N25'39'53"E
191.00' 15'31'01"
51.57'
SOB'02'05'E
OF 1988
50.00'
76'38'32"
62.01'
N3835'50"W
C41
50.00'
13'21'28"
11.63'
N83'35'50"W
C42
50.00'
22'46'28'
19.74'
Ntt'39'48"W
C43
50.00'
58'04'30"
48.54'
N52'05'17"W
C44
50.00'
9'09'02"
k8.7
7.98'
N85.42'03"W
C45
75.00'
6210'55"
77.46'
N59'04'56"W
C46
50.00'
9017'23"
70.89'
S45*01'42"E
C47
50.00'
22'23'12"
19.41'
S111B'35'W
C48
50.00'
6736'48" .
55.64'
S5518'35"W
C49
56.00'
141'52'55' 138.67' 105.86' N71'03'27"E
C50
56.00'
141'52'55" 138.67' 105.86' N70'49'28'W
C51
50.00'
89'36'27' 78.20'
70.47'
S44'55'13"W
UNE TABLE "
UNE
BEARING LENGTH
L18
S00'03'15"W 29.00'
L19
S89.49 -36"W 25.00'
L20.
N00'03'15'E 29.00'
LEGEND:
DATE OF PREPARATION: DECEMBER 12, 2012
PRMo=SET PERMANENT REFERENCE MONUMENT
>
- (4"x4"CONCRETE MONUMENT WITH MAG NAIL &
cr
MASS DISK STAMPED 'PRM WBZ LB 6840')
a
Q, PCPo=SET PERMANENT CONTROL POINT (MAG NAIL
W k BRASS DISK STAMPED "PCP WBZ LB 6840')
v
PCP o =SET PCP WITH WITNESS STAMP AT NOTED
~ (WT-) OFFSET DUE TO SANITARY MANHOLE
= o =LOT CORNER - SET 5/8'IRON ROD WITH CAP
ASSOC. LB 6840"
2"W9Z
CL P.B.I.=PLAT BOOK INDIAN RIVER COUNTY RECORDS
2 P.O.B.=POINT OF BEGINNING
73 S.M.E.=STORMWATER MAINTENANCE EASEMENT
NAVD'88=NORTH AMERICAN VERTICAL DATUM
"
OF 1988
n
B.M.=ELEVATION BENCHMARK
_C.M.=CONCRETE
m
MONUMENT, NO I.D.
.
M
CCR=CERTIFIED CORNER RECORD
w `o
O.R.B.=OFFICIAL RECORDS BOOK
I.P.=IRON PIPE, NO I.D.
C., c'0)
I.R.=IRON ROD, NO I.D. .
oC,
V)
- P.C.=POINT OF CURVATURE
gN
P.T.=POWT OF TANGENCY
In
PK/D=PK NAIL W/DISK
U.E.=UTIUTY EASEMENT
PCP
D.E =DRAINAGE EASEMENT
R/W=RIGHT OF WAY
R=RADIUS
A -CENTRAL ANGLE
L=ARC LENGTH
CHD=CHORD
C.B.=CHORD BEARING
(NR)=NON-RADIAL
(R)=RADIAL
WIWI
T.)=TNESS
M)=MEASURED
FND.=FOUND
DATE OF PREPARATION: DECEMBER 12, 2012
V
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N CV
M
t
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I- z
A PLAT OF
CROSS CREEK LAKE ESTATES PLAT ONE
A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH,
TRACT 'M' RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
S E E S H E E T 3 T R A C T A TRACT 'tJ'
MATCH UNE
N
�r-QVIEBALL TRACT ' A'
R=1191.00'0" 0' STORMWATER Lo
80' 0
X0
135.00' L=600.04' MANAGEMENT
GRAPHIC SCALE CHD=382.00'
3o 0 fip 120 240 CB=NDO.06'59'E
7 ( IN FEET) I inch - 60 ft.
0 175.01
I PCP t V L=39.1
N
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CURVE RADIUS
z
6=51'52'55"
25'
25'
I 6=51'52'55"
50.00'
22'23'12" 19.54' 19.41' S1118'35"W
C48
w
�w
L=22.64'
C49
56.00'
L=22.64'
C50
56.00'
141'52'55' 138.67' 105.86' N70'49'28"W
3
50.00'
89'36'27" 78.20' 70.47' S44'55'1 3"W
C52
166.00
28345'50 277.35' 69.14' NOO.06-59"E
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R=191.00'
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6=90100'00"
7 5'
oc
L=300.02'
¢ w
o DL=300.02'
R=so.00'
DETAIL
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CHD=270.11'
w
w
6 90 00'00"
L=78.54'
CHD=270.11'
CB=N44'53'01"W
0
o
C52
CB=N45'06'59"E
00
Nz
F
PCP
pz
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20 4.46'
��T•�
PCP
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S00'06'59 W
101.9'6,
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1.00'
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TRACT 'M'
¢ R=95 nn'
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R=25.00' n
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I PCP t V L=39.1
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604.37' SEE DETAIL "B" Pcp
1 PGP SGO'06'59"W N YEARUNG TRAIL 50' R/W (PRIVATE)
W. N N. W. 114 SEC Th
N00"06'59"E SHAKESPEARE STREET (PUBLIC 25 R/W)
21 20 19 18 17 16 15 14 13 12 I 11
P, O.B.
FND.4 x4 C.M. -REPLACED WITH PRM BLOCK 376, SEBASAAN HIGHLANDS UNIT 71 - P.B.l. 7, PG. 56, 566-56L
N.W. COR. OF S. 1/2 OF N.W. 1/4 SECTION 30
THIS INSTRUMENT PREPARED BY:
WILLIAM B. ZENTZ
PROFESSIONAL LAND SURVEYOR ,}5276
WILLIAM B. ZENTZ do ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32962
LICENSED BUSINESS (LB) #6840
(772) 567-7552
SURVEYORS NOTES:
w
m
0
D
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I-
V �
O
w
Q
L=78.
10'I U.E. 6= 90'17':
L=39.40'
m
W
I BLOCK 372 26
FND.3/4"I.P. - REPLACED WITH PRA
S.W. COR. OF N.W. 1/4 SECTION 30
1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED
ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS.
MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2
OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING
OF NORTH 00'06'59' EAST.
2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP
No. 12061CO113H DATED DECEMBER 4, 2012,
Lj
0
S
CURVE TABLE
CURVE RADIUS
N
6=51'52'55"
25'
25'
I 6=51'52'55"
50.00'
22'23'12" 19.54' 19.41' S1118'35"W
C48
50.00'
L=22.64'
C49
56.00'
L=22.64'
C50
56.00'
141'52'55' 138.67' 105.86' N70'49'28"W
3
50.00'
89'36'27" 78.20' 70.47' S44'55'1 3"W
C52
166.00
28345'50 277.35' 69.14' NOO.06-59"E
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166.00'
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DETAIL
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6=89'36 27
L-78.20'
6 90 00'00"
L=78.54'
N.T.S.
w
w
PCP
N00'06'59'E
20 4.46'
��T•�
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S00'06'59 W
101.9'6,
1.00'
TRACT 'M'
_
oo TRACT 'C'
3
0
o
STORMWATER
RESERVED FOR'r-.R=25.00'
MANAGEMENT
r
n
FUTURE DEVELOPMENT
A=90'00'00"
m M
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L=39.27'
m
I I
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10' U.E.
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/A-�-�-
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604.37' SEE DETAIL "B" Pcp
1 PGP SGO'06'59"W N YEARUNG TRAIL 50' R/W (PRIVATE)
W. N N. W. 114 SEC Th
N00"06'59"E SHAKESPEARE STREET (PUBLIC 25 R/W)
21 20 19 18 17 16 15 14 13 12 I 11
P, O.B.
FND.4 x4 C.M. -REPLACED WITH PRM BLOCK 376, SEBASAAN HIGHLANDS UNIT 71 - P.B.l. 7, PG. 56, 566-56L
N.W. COR. OF S. 1/2 OF N.W. 1/4 SECTION 30
THIS INSTRUMENT PREPARED BY:
WILLIAM B. ZENTZ
PROFESSIONAL LAND SURVEYOR ,}5276
WILLIAM B. ZENTZ do ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FL 32962
LICENSED BUSINESS (LB) #6840
(772) 567-7552
SURVEYORS NOTES:
w
m
0
D
Z w
I-
V �
O
w
Q
L=78.
10'I U.E. 6= 90'17':
L=39.40'
m
W
I BLOCK 372 26
FND.3/4"I.P. - REPLACED WITH PRA
S.W. COR. OF N.W. 1/4 SECTION 30
1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED
ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS.
MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2
OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING
OF NORTH 00'06'59' EAST.
2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP
No. 12061CO113H DATED DECEMBER 4, 2012,
Lj
0
S
CURVE TABLE
CURVE RADIUS
DELTA LENGTH CHORD CHORD BRG.
C46
50.00'
90'17'23" 78.79' 70.89' S45'01'42"E
C47
50.00'
22'23'12" 19.54' 19.41' S1118'35"W
C48
50.00'
67'36'48" 59.00' 55.64' S56'18'35"W
C49
56.00'
141'52'55" 138.67' 105.86' N71'03'27'E
C50
56.00'
141'52'55' 138.67' 105.86' N70'49'28"W
C51
50.00'
89'36'27" 78.20' 70.47' S44'55'1 3"W
C52
56.00'
28345'50 277.35' 69.14' NOO.06-59"E
LEGEND:
Q. PRM o =SET PERMANENT REFERENCE MONUMENT
W W'x4"CONCRETE MONUMENT WITH MAG NAIL &
BRASS DISK STAMPED "PRM WBZ LB 6840')
PCP- =SET PERMANENT CONTROL POINT (MAG NAIL
h BRASS DISK STAMPED 'PCP WBZ LB 6840")
PCP o =SET PCP WITH WITNESS STAMP AT NOTED
2
(WT.) OFFSET DUE TO SANITARY MANHOLE
z o =LOT CORNER - SET 5/8 -IRON ROD WITH CAP
"WBZ ASSOC. LB 6840"
P.B.1-PLAT BOOK INDIAN RIVER COUNTY RECORDS
P.O.B.=POINT OF BEGINNING
S.M.E.=STORAIWATER MAINTENANCE EASEMENT
NAVD'88=NORTH AMERICAN VERTICAL DATUM
OF 1988
B.M.=ELEVATION BENCHMARK
C.M.=CONCRETE MONUMENT, NO I.D.
CCR=CERTIFIED CORNER RECORD
O.R.B.=OFFICIAL RECORDS BOOK
I.P.=IRON PIPE, NO I.D.
I.R.=IRON ROD, NO I.D.
P.C.=POINT OF CURVATURE
P.T.=POINT OF TANGENCY
PK/D=PK NAIL W/DISK
U.E.=UTIUTY EASEMENT
D.E.=DRAINAGE EASEMENT
R/W=RIGHT OF WAY
R=RADIUS
6=CENTRAL ANGLE
L=ARC LENGTH
CHD=CHORD
C.B.=CHORD BEARING
(NR)=NON-RADIAL
(R)=RADIAL
(WIT.) -WITNESS
(M)=MEASURED
FND.=FOUND
4 23
R Z BLDCK 368
c
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND
Wffi.L IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY
ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
NOTICE
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
DATE OF PREPARATION: DECEMBER 12. 2012
M. Permit Application No.
STN City of Sebastian
r.
HUE OF PEUM KMD Development Order Application
Applicant If not owner, written authorization notarized from owner is required)
Name: Mr. Henry (Hank) Fischer - Cross Creek Lakes Estates Inc.
Address: P.O. Box 780068; Sebastian, FL 32978
Phone Number: (772 ) 589 - 3159 FAX Number: (772 ) 589 - 7731
E -Mail: hfischer@wedigflorida.com
Owner If different from applicant)
Name: Same as Applicant
Address:
Phone Number: ( ) - FAX Number:
E -Mail:
Title of permit or action requested: Final Plat
PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING.
COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 11" COPIES OF ANY ATTACHMENTS
SHALL BE INCLUDED, ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM.
A. Project Name (if applicable): Cross Creek Lake Estates Plat One
B. Site Information
Address: 9045 70th Avenue
Lot: Block: Unit: Subdivision:
Indian River County Parcel #: 30-31-39-00000-3000-00002.0
Zoning Classification: Future Land Use:
RS -10 Residential
Existing Use: Proposed Use:
Residential Residential
C. Detailed description of proposed activity and purpose of the requested permit or action (attach
extra sheets if necessary):
Final plat for Cross Creek Lake Estates northern portion, otherwise known as "Plat One"
DATE RECEIVED: 2-11 I I3 FEE PAID: $ 500 RECEIVED BY:
T" c,Y,
12-7 3?
Permit Application No.
D. Project Personnel:
Agent:
Name: Mr. Henry (Hank) Fischer - Cross Creek Lakes Estates Inc.
Address p O. Box 780068; Sebastian, FL 32958
Phone Number: ( 772 ) 589 - 3159 FAX Number: ( 772 } 589 - 7731
E -Mail: hfischer@wedigflorida.com
Attorney: Dill and Evans P.L.
Name:
Mr. Warren Dill, esq.
Address 1565 US Hwy. l; Sebastian, FL 32958
Phone Number: ( 772 ) 589 - 1212 FAX Number: ( 772) 589- 5212
E -Mail: wdilldelaw@bellsouth.net
Engineer: MBV Engineering, Inc.
Name: Mr. Aaron Bowles, P.E.
Address 1835 20th Street; Vero Beach, FL 32960
Phone Number: (772 ) 569 - 0035 FAX Number: ( 772 ) 778 - 3617
E -Mail: mbveng@mbveng.com
Surveyor: W.B. Zentz & Associates, Inc.
Name: Mr. William Zentz, PSM
Address 684 Old Dixie Hwy.; Vero Beach, FL 32962
Phone Number: ( 772 ) 567 - 7552 FAX Number: ( 772 } 567 - 1751
E -Mail: billz-wbz@comcast.net
1, Henry (Hank) Fischer , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: X I AM THE OWNER _ I
AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS
APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE
ACCURATE AND TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF,
SIG REj r DATE
I'
SWORN TO AND SUBSCRIBED BEFORE ME BY _4aj I- I SOIr r
WHO IS PER§OVALLY KNOWN TO ME OR PRODUCED
AS IDENTIFICATION, THIS __42L2 DAY OF _be60.njy r r _,20 12 .
NOTARY'S SIGNATURE ( /L@
PRINTED NAME OF NOTARY
COMMISSION NO./EXPIRATION
SEAL:
F'
JESSICA HAWKINS
MY COMMISSION # EE 003307
EXPIRES: October 22, 2014
Bonded Thru Notary Public Underwriters
Permit Application No.
The following is required for all comprehensive plan amendments, zoning amendments
(including rezoning), site plans, conditional use permits, special use permits, variances,
exceptions, and appeals.
1/WE, X THE OWNER(S) / _ THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS
THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE Planning & Zoning__
BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN
CONNECTION WITH MY/OUR PENDING APPLICATION.
I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE I/WE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE
PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY
CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA
CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING,
THIS WAIVER AND CONSENT IS BEING SIGNED BY ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR
PROMISES WE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN.
�Z-?.D 12-
SIGNAT,4R11 DATE
Sworn to and subscribed before me by j1p or-,
who is personally known to me or produced
as identification, this�Z day of _ 'fie -em to r- , 20/.
Notary's Signature �zlyl
y JESSICA HAWKINS
Printed Name of Notary==
MY COMMISSION # EE 0033W
Commission No./Expiration. EXPIRES: October 22, 2014
Sea[: "% of r4R' Bonded Thru Notary Public Underwriters
M„ Permit Application No.
§E T_ Supplemental Information
WMEOf➢EUCANISIAND Final Plat Approval
X I. The following information is required on all final plats;
X a. Name of subdivision.
X b. Title Block.
X c, Legal Description.
X d. Index Sheet.
X e. The final plat shall comply with Chapter 177, Florida Statutes, and shall
show all lengths of arcs together with central angles, radii, and points of
curvature.
X f. Scale.
X g. North arrow on every sheet. Bearing or azimuth reference shall be clearly
stated on the face or first page of the plat.
X h. The point of beginning shall be boldly shown.
X i. All intersecting street right-of-ways shall be joined by the long cord of
minimum radius of twenty-five feet and all dimensions shown.
X j, All adjoining property shall be identified by a subdivision title, plat book
T and page or, if unplatted, the land shall be so designated.
x k. If the proposed plat borders upon any public water bodies, delineate the
mean high water line.
X I. Permanent reference markers shall be shown.
X m. In the upper right hand corner, provide a three-inch by five -inch space to
be used by the Clerk of the Circuit Court for recording information.
X n. The plat shall be accurate within 0.01 foot and shall be tied accurately to
all township, range, and section lines.
X o. On the cover sheet or first page show a vicinity sketch.
X p. Lots and blocks shall be numbered or lettered,
X q, The plat shall contain the name of each street shown.
X r. All right-of-way and easement widths and dimensions shall be shown on
the plat.
Permit Application No.
X 2. Attached the following:
X a. Six copies of the final plat. (Two sets must be sealed.)
_ b. Three sealed sets of as -built plans.
ME
MBV
ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR & ASSOCIATES
www.mbveng.com CA#3728
April 8, 2013
Mrs. Jan King
City of Sebastian
1225 Main Street
Sebastian, FL 32958
Subject: Cross Creek Lake Estates Subdivision
Sebastian, Florida
Engineer's Project Number: 11-325/03-158
Dear Mrs. King:
Via Hand Delivery
Please accept this letter as certification that all site improvements for the Cross Creek Lake
Estates subdivision have been completed in substantial conformance with our design documents
and the approved plans dated October 19, 2005 and signed by Mr. David Fisher. Please note that
portions of the project's sidewalks are not yet installed and will be done so during the
construction of each lot.
Should you have any questions regarding the above subject, please do not hesitate to contact our
office`����ra,a�tt�e���€/�p����P
Boz`
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*an J. 13,QTK
ki
RECEIVED
APR 0 8 2013
City of Sebastian
Community Development Dept.
1835 20th Street 1600 W. Eau Gallie Blvd., Suite 201 D 806 Delaware Avenue
Vero Beach, FL 32960 Melbourne, FL 32935 Ft. Pierce, FL 34950
772.569.0035 321.253.1510 772.468.9055
Fax: 772.778.3617 Fax: 321.253.09 11 Fax: 772.778.3617
DILL &EVANS, P.L.
WARREN W. DILL ATTORNEYS AT LAW JOHN G. EVANS
Also admitted in Also Admitted in
Wyoming 1565 US Highway 1 California
Nebraska Sebastian, Florida 32958 Email: delawl@bellsouth.net
Email: wdilldelaw@bellsouth.net
(772) 589-1212
Fax (772) 589-5212
April 11, 2013
Honorable Mayor Bob McPartlan
City of Sebastian
1225 Main Street
Sebastian, Florida 32958
RE: Cross Creek Lake Estates
Section 54-4 —19.5(f)(2)
Guarantee of Sidewalk Construction
by "Alternate Irrevocable Form"
Our File No. 12-256
Dear Honorable Mayor McPartlan and Council Members:
The above referenced subdivision is being developed jointly by Cross Creek Lake Estates, Inc.,
Henry A. Fischer, President owning its area of the subdivision with 77 lots for sale ("Total Lots") and
Campanelli Development Corporation, Inc., Ralph Campanelli, President, owning its respective area of
the subdivision with 61 lots for sale ("Total Lots"). All required subdivision improvements have been
installed with the exception of sidewalks. The purpose of this letter is to request the use of this letter as
an "alternate irrevocable form" of guarantee for the construction of sidewalks, in lieu of a cash bond,
personal bond with a letter of credit or surety bond to guarantee.
Approximately, forty-three percent (43%) of the sidewalks have been installed in Henry Fischer's
subdivision, where they will not be damaged during the construction of a home. It is impractical to
construct sidewalks in the remainder of the subdivision at this time when future construction activity of a
home would destroy most of the sidewalk on the lot.
The three forms of guarantee for required improvements provided in the Land Development Code
are unworkable for sidewalks because sidewalks are not installed until after a lot is sold and the home
constructed. In the current economy it could be years before all of the lots in Cross Creek Lake Estates
are developed. Bonds and letters of credit are not available for indefinite periods of time and it would be
a hardship to have to post a cash bond for an unknown period of time. The Land Development Code
recognizes that the three (3) typical forms of guaranteeing subdivision improvements are not always
appropriate by providing for an "alternate irrevocable form" of guarantee.
As previously stated, a substantial portion of the sidewalks have already been installed. The
Declaration of Conditions, Covenants, Easements and Restrictions for the subdivision requires every lot
owner to construct a sidewalk to the construction standards required by the City, along the entire length of
that owner's lot before a Certificate of Occupancy is issued. See Article VI Section 24 Sidewalks of the
Declaration.
Honorable Mayor Bob McPartlan
April 11, 2013
Page 2 of 2
As further assurance to the City that the sidewalks will be installed, Cross Creek Lake Estate, Inc.
and Campanelli Development Corporation, Inc. as set forth below irrevocably guarantee that when
ninety-five percent (95%) of their respective Total Lots have been sold and a home constructed thereon
each will be responsible for constructing the sidewalk on the remaining unsold five percent (5%) of their
Total Lots, thereby insuring that the private road right-of-way within Cross Creek Lake Estates will
contain a complete sidewalk system.
Very truly yours,-,
Warren W. Dill
Acknowledgement and Guarantee
Cross Creek Lake Estates, Inc. for itself and its successor and assigns, hereby acknowledges that it has
read the foregoing and agrees therewith and further irrevocably guarantees that when ninety-five percent
(95%) of its Total Lots have been sold and a home constructed thereon it will construct a sidewalk on the
remaining unsold five percent (5%) of its Total Lots.
Cross Creek Lake Estates, Inc.,
a Florida corporation
By: ��� •
Hen A. Fischer, President
Dated this // day of Apy, f 2013
Attest:
i
Charles A. Cramer, Secretary
Campanelli Development Corporation, Inc. for itself and its successor and assigns, hereby acknowledges
that it has read the foregoing and agrees therewith and further irrevocably guarantees that when ninety-
five percent (95%) of its Total Lots have been sold and a home constructed thereon it will construct a
sidewalk on the remaining unsold five percent (5%) of its Total Lots.
Campanelli Development Corporation, Inc.
a FloridaO;atph
orporation
Campane10, , President
Dated this/day of 2013
Attest:
„W,fSecretary
(Pri name)
W WD/jlb
Enclosure
w: IclientsWefscher, henry, hank, ericicross creek lake estates, incleasement with campanelli development corplmcpartlan ltr 4-10-13.doc