HomeMy WebLinkAbout2018-027 3120180027469
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH CLERK
RESOLUTION 2018- 027 INDIAN RIVER COUNTY FL OF COURT
BK 3114 PG: 19 Page 1 of 10 5/4/2018 10:35 AM
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN
RIVER COUNTY, FLORIDA, PROVIDING FOR THE CLOSING,
ABANDONMENT,VACATION AND DISCONTINUANCE OF A PORTION OF
A 90 FOOT WIDE RIGHT-OF-WAY OF 57TH STREET (ALSO KNOWN AS
STORM GROVE ROAD)LYING BETWEEN THE WEST RIGHT OF WAY LINE
OF THE FLORIDA EAST COAST RAILWAY AND THE EAST RIGHT OF WAY
LINE OF THE LATERAL 'G' CANAL AS SHOWN ON THE STATE OF
FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP
SHOWING SECTION 88508-2601 AS RECORDED IN PLAT BOOK 11,PAGE 29
OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
WHEREAS, on May 25, 2016, Indian River County received a duly executed and
documented petition from The Moorings Club, Inc., requesting that the County close, vacate,
abandon,discontinue,renounce and disclaim any right,title and interest of the County and the public
in and to a portion of 57th Street(also known as Storm Grove Road)lying between the west right-of-
way line of the Florida East Coast Railway and the east right-of-way line of the Lateral'G'Canal,as
shown in Plat Book 11, Page 29 of the Public Records of Indian River County, Florida; and
WHEREAS, in accordance with Florida Statutes 336.10, notice of a public hearing to
consider said petition was duly published; and
WHEREAS,after consideration of the petition,supporting documents,staff investigation and
report,and testimony of all those interested and present,the Board finds that the subject right-of-way
is not a state or federal highway,not located within any municipality,not necessary for continuity of
the County's street and thoroughfare network, and does not provide exclusive access to any private
property.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA that:
1. All right, title and interest of the County and the public in and to that certain right-of-way
segment more particularly described as follows:
A PORTION OF STORM GROVE ROAD LYING BETWEEN THE WEST RIGHT OF
WAY LINE OF THE FLORIDA EAST COAST RAILWAY AND THE EAST RIGHT OF
WAY OF LATERAL G CANAL AS SHOWN ON THE STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SHOWING SECTION
88508-2601 AS RECORDED IN PLAT BOOK 11,PAGE 29 OF THE PUBLIC RECORDS
OF INDIAN RIVER COUNTY, FLORIDA,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15,
TOWNSHIP 32 SOUTH,RANGE 39 EAST,INDIAN RIVER COUNTY,FLORIDA,AND
THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILWAY;
THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15°26'17" EAST, TO THE
NORTH RIGHT OF WAY OF STORM GROVE ROAD FOR 2,705.58 FEET, ALSO
RESOLUTION 2018- 027
BEING THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WEST
RIGHT OF WAY SOUTH 15°26'17" EAST TO THE SOUTH RIGHT OF WAY OF
STORM GROVE ROAD, A DISTANCE OF 93.33 FEET; THENCE ALONG SAID
SOUTH RIGHT OF WAY ON THE FOLLOWING COURSES: SOUTH 89°55'08"WEST,
A DISTANCE OF 268.65 FEET;THENCE ON A RADIAL CURVE CONCAVE TO THE
NORTH, HAVING A RADIUS OF 10,999.64 FEET, A LENGTH OF 676.68 FEET, A
DELTA OF 03°31'29", A CHORD BEARING OF NORTH 88°19'08" WEST, AND A
CHORD DISTANCE OF 676.57 FEET; THENCE ON A REVERSE RADIAL CURVE
CONCAVE TO THE SOUTH,HAVING A RADIUS OF 10,681.03 FEET,A LENGTH OF
665.71 FEET, A DELTA OF 03°34'16", A CHORD BEARING OF NORTH 88°20'31"
WEST,AND A CHORD DISTANCE OF 665.60 FEET TO A POINT;THENCE ALONG A
NON-TANGENT LINE, NORTH 00°00'00" WEST, TO THE SAID NORTH RIGHT OF
WAY,A DISTANCE OF 90.00 FEET;THENCE ALONG SAID NORTH RIGHT OF WAY
ON A NON-RADIAL CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF
10,771.03 FEET, A LENGTH OF 671.12 FEET, A DELTA OF 03°34'12", A CHORD
BEARING OF SOUTH 88°20'29"EAST,AND A CHORD DISTANCE OF 671.01 FEET;
THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE NORTH,HAVING A
RADIUS OF 10,909.64 FEET,A LENGTH OF 671.14 FEET,A DELTA OF 03°31'29",A
CHORD BEARING OF SOUTH 88°19'08"EAST,AND A CHORD DISTANCE OF 671.03
FEET;THENCE ON A RADIAL LINE NORTH 89°55'08"EAST A DISTANCE OF 243.93
FEET TO THE PLACE AND POINT OF BEGINNING.
Lying and being in Indian River County, Florida, is hereby forever closed, abandoned,
renounced, disclaimed, and vacated (see "Exhibit A" attached) except that those certain
County utilities easements shall be retained as described and depicted in attached
"Exhibit B".
2. The closing,vacation,and abandonment of this segment of public right-of-way is in the best
interest of the public.
3. Notice of the adoption of this resolution shall be forthwith published once within thirty(30)
days from the date of adoption hereof.
4. The Clerk is hereby directed to record this resolution together with the proofs of publication
required by Florida Statutes 336.10 in the Official Record Books of Indian River County
without undue delay.
5. The right-of-way shall revert equally to the properties on both sides of the subject segment of
right-of-way.
The foregoing resolution was offered by Commissioner Fl Pgcher who moved its
adoption. The motion was seconded by Commissioner Adams ,and upon being put to
a vote, the vote was as follows:
RESOLUTION 2018- 02.7
Chairman Peter D. O'Bryan AYE
Vice Chairman Bob Solari AYE
Commissioner Susan Adams AYE
Commissioner Joseph E. Flescher AYE
Commissioner Tim Zorc AYE
The Chairman thereupon declared the resolution duly passed and adopted this 6th day of
Marrh , 2018.
.,4\S l°,./Elis•.,,.
BOARD OF COUNTY COMMISSIONERS �, •.. .4.\
INDIAN RIVER COUNTY, FLORIDA 1.;.."-.i
I
Jnr
BY: �.�L../. x;;. . 143
vl
Peter D. O'Bryan , Chai ,'an % qt\` \-- /
N. PAN R rIER_.r''
ATTEST: Jeffrey R. Sm. , Clerk of C,?,,, al../ s ptroller
BY: / /�
Deputes Jerk
I HEREBY CERTIFY that on this day, before me, and officer duly authorized in this State and
County to take acknowledgments, personally appeared Mal,reen rel fn , and
Peter D. o'Rryan as Chairman of the Board of County Commissioners and Deputy Clerk,
respectively,to me known to be the persons described in and who executed the foregoing instrument
and they acknowledged before me that they executed the same.
WITNESS my hand and official seal in the County and State last afo - • is . day of
Marrh , 2018.
J gt. ,. tii A_AA)
Notary Publl Misty L. Pursel
My Commission Expires: January 11, 2022
APPROVED AS TO LEGAL SUFFICIENCY Commission No. : GG 166068
" N:U°v raubhC State of Florida
BY'4 :eat,:
hAisly L F'ursel
Ole
, Dylan Reingold, County Attorney '� Mr Commission GG 166068
ora Expires 01 1112022
RESOLUTION 2018- 027
APPROVED AS TO PLANNING MATTERS
BY:
Stan Boling, AICP, Difrector
Community Development Department
EXHIBIT APOINT OF COMMENCEMENT
LEGAL DESCRIPTION'
A PORTION OF STORM GROVE ROAD LYING BETWEEN THE WEST RIGHT OF WAY LINE OF THE FLORIDA '' N. LINE Of 5E0. 115.
EAST COAST RAILWAY AND THE EAST RIGHT OF WAY OF LATERAL G CANAL AS SHOWN ON THE STATE \ TWSP. 32 5.. RANGE 39 E.
OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SHOWING SECTION 88508-2601
AS RECORDED IN PLAT BOOK 11. PAGE 29 Of THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. \
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS'
COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15, TOWNSHIP 32 SOUTH. RANGE
39 EAST. INDIAN RIVER COUNTY. FLORIDA, AND THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST
COAST RAILWAY, THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17" EAST. TO THE NORTH
RIGHT OF WAY OF STORM GROVE ROAD FOR 2.705.58 FEET. ALSO BEING THE POINT OF BEGINNING,
\ill)
THENCE CONTINUE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17' EAST TO THE SOUTH RIGHT OF 1.3
WAY OF STORM GROVE ROAD. A DISTANCE OF 93.33 FEET, THENCE ALONG SAID SOUTH RIGHT OF O.
WAY ON THE FOLLOWING COURSES, SOUTH 89'55'05" WEST. A DISTANCE OF 268.65 FEET, THENCE x\21 0
ON A RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 10.999.64 FEET. A LENGTH OF ° 0
676.68 FEET. A DELTA OF 03'31'29'. A CHORD BEARING OF NORTH 8819'05" WEST. AND A CHORD N 0
03
DISTANCE OF 676.57 FEET, THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A \O 4
RADIUS OF 10,681.03 FEET. A LENGTH OF 665.71 FEET. A DELTA OF 03'34'16 A CHORD BEARING OF O W co
NORTH 88'20'31' WEST. AND A CHORD DISTANCE OF 665.60 FEET TO A POINT, THENCE ALONG A O
NON-TANGENT LINE. NORTH 00'00'00' WEST. TO THE SAID NORTH RIGHT OF WAY. A DISTANCE OF c O
90.00 FEET, THENCE ALONG SAID NORTH RIGHT OF WAY ON A NON-RADIAL CURVE CONCAVE TO THE pLi..0
SOUTH. HAVING A RADIUS OF 10.771.03 FEET. A LENGTH OF 671.12 FEET. A DELTA OF 03'34'12". A 7%
CHORD BEARING Of SOUTH 88'20'29' EAST. AND A CHORD DISTANCE OF 671.01 FEET, THENCE ON A v\ A
REVERSE RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 10.909.64 FEET. A LENGTH Of r" a
671.14 FEET. A DELTA OF 03'31'29". A CHORD BEARING OF SOUTH 88'19'08' EAST. AND A CHORD 0
DISTANCE Of 671.03 FEET, THENCE ON A RADIAL LME NORTH 89'55'08" EAST A DISTANCE OF 243.93 �,t.i\
FEET TO THE PLACE AND POINT OF BEGINNING. 0
\ PARCEL #. '�
PARCEL #. R=10.771.03' NON-RADIAL N 32391500000100000006.0 'i32391500000100000006.1 L=671.12'
\ A=03'34'12' NORTH RIGHT OF WAY Nv�
\ 613=588'20'29TOf STORM GROVE RD. POINT OF
N \
CD=671.01'
- G-1 N89'55'OS'E BEGINNING
a 243.93'
I
\ R=10.681.03' RADIAL 77
L=665.71' SOUTH RIGHT OF WAY R=10.999.64' RADIAL 589'55'08'W
rA vcSS
\ A=03'34'16' OF STORM GROVE RD. L=676.68' 268.65'
GB=N88'20'31'W A=03'31'29" \
9,‘ GD=665.60' CB=N88'19'08'W
,\ \ CD=676.57' I \
T.
AOS \
CTA \
L-1 \
I \
515'26'17"E 93.33' 32391500000500000001.0
L-2 \ \ I
NOO'00'00'W 90.00'
G-1 \ I
R=10.909.64' RADIAL \
L=671.14' \
A-03.31'29' PARCEL #.
CB=568'19'08'E \ 32391500000100000006.0 \
GD=671.03' \
\ \
t
WILLIA E. HAY s r /AO/
rROFESSIONAL SURVEYO i- MArrER GNED
FLORIDA REGISTRATION NO 4416
HAYHLRST LAND SI RVEYNG NG.SU"sRTCH DAT INT. REVISIONS:
*SKETCH /5 NOT A SURVEY. CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) 0RAWM" LE.H. 11/6/17 LEN EV.PER REarm
THIS DRAWING AND COPIES THEREOF ARE NOT VALID
SURVEYNG AND NAMING COMPANY CRICKED Mt mut
WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL 445 9TH ST. S.W. Unit-7 fl6b DOM SEE
OF A FLORIDA LICENSED SURVEYOR AND MAPPER. III VERO BEACH. FL. 32962 ''`gE"Q FILE
PHONE (772) 569-6680 'nnDA -
FAX. (7723 770-3446 ' 1'=300'
hayhurstis•Ilve.com '10B N0` 15-315
A 20 FOOT I.R.C.D.U.5. EASEMENT EXHIBIT B POINT OF COMMENCEMENT
A PORTION OF ABANDONED STORM GROVE ROAD LYING BETWEEN THE WEST RIGHT OF WAY LINE OF THE FLORIDA _
EAST COAST RAILWAY AND THE EAST RIGHT OF WAY OF LATERAL G CANAL AS SHOWN ON THE STATE OF N. LNE OF SEC. 15,
FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SHOWING SECTION 88508-2601 AS RECORDED IN TW 5P. 32 5.. RANGE 39 E.
PLAT BOOK 11. PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS -
PARCEL CD -
-A r
COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15. TOWNSHIP 32 SOUTH. RANGE 39 EAST.
COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15. TOWNSHIP 32 SOUTH. RANGE 39 EAST.
INDIAN RIVER COUNTY, FLORIDA. AND THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILWAY,
ICC
INDIAN RIVER COUNTY. FLORIDA. AND THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILWAY,
T\
BEGINNING, THENCE CONTINUE ALONG SAID WEST RIGHT OF WAY. SOUTH 15'26'17' EAST. A DISTANCE OF 20.74
THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17' EAST. TO THE NORTH RIGHT OF WAY OF STORM
FEET, THENCE PARALLEL TO SAID NORTH RIGHT OF WAY. SOUTH 89'55'08' WEST. A D15TANCE OF 259.04 FEET,
L-1
GROVE ROAD FOR 2.705.58 FEET, THENCE ALONG SAID NORTH RIGHT OF WAY. SOUTH 89'55'08' WEST A
Sc
674.52 FEET. A DELTA OF 03'31'29'. A CHORD BEARING OF NORTH 88'19'OB' WEST. AND A CHORD DISTANCE OF
DISTANCE OF 243.93 FEET, THENCE ON A RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF
N
515'2G'17'E
10.909.64 FEET. A LENGTH OF 216.28 FEET. A DELTA OF 01'08'09'. A CHORD BEARING OF NORTH 89'30'47'4
20.00'
WEST, AND A CHORD DISTANCE OF 667.70 FEET, THENCE ALONG A NON -TANGENT LINE. NORTH 00'00'00' WEST.
WEST. AND A CHORD DISTANCE OF 216.28 FEET TO THE PONT OF BEGINNING, THENCE SOUTH 01'03'17' WEST. A
a\ A
DISTANCE OF 20.00 FEET, THENCE ON ANON -RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF
70
0
0
10.929.64 FEET. A LENGTH OF 455.69 FEET. A DELTA OF 02'23'20'. A CHORD BEARING OF NORTH 87'45'03'0
\
C-1
WEST. AND A CHORD DISTANCE OF 455.66 FEET. THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE
O
w
SOUTH. HAVING A RADIUS OF 10.751.03 FEET. A LENGTH OF 669.92 FEET. A DELTA OF 03'34'13'. A CHORD
FEET TO THE PLACE AND PONT OF BEGINNING.32391500000100000006.0 z
R=10.771.03' N.R. \
# 00
BEARING OF NORTH 88'20'29' WEST. AND A CHORD DISTANCE OF 669.81 FEET, THENGE ALONG A NON -TANGENT
32391500000100000006.1 A=03'34'12'
-+
LINE. NORTH 00'00'00' WEST. TO THE 5AID NORTH RIGHT OF WAY. A DISTANCE OF 20.00 FEET, THENCE ALONG
�\
u 0
A NON -RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A RADIUS OF 10.771.03 FEET, A LENGTH OF 671.12 FEET,
r
n G
a O
A DELTA OF 03'34'12'. A CHORD BEARING OF SOUTH 88'20'29' EAST. AND A CHORD D15TANCE OF 671.01 FEET,
�N\
THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 10.909.64 FEET. A LENGTH
CB=NB7'45'03'W
CB=N88'20'29 W
OF 454.86 FEET. A DELTA OF 02'23'20'. A CHORD BEARING OF SOUTH 87'45'03' EAST. AND A DISTANCE OF
'V ✓
CD=216.28'
454.83 FEET TO THE PLACE AND PONT OF BEGINNING.CR
CD=669.81'
CD=454.83'
�\
G-6
PARCEL CID.
-A r
COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15. TOWNSHIP 32 SOUTH. RANGE 39 EAST.
'
INDIAN RIVER COUNTY, FLORIDA. AND THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILWAY,
ICC
THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17' EAST. A DISTANCE OF 2.741.88 TO THE POINT OF
T\
BEGINNING, THENCE CONTINUE ALONG SAID WEST RIGHT OF WAY. SOUTH 15'26'17' EAST. A DISTANCE OF 20.74
\
FEET, THENCE PARALLEL TO SAID NORTH RIGHT OF WAY. SOUTH 89'55'08' WEST. A D15TANCE OF 259.04 FEET,
L-1
THENCE ALONG A RADIAL CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 10.964.64 FEET. A LENGTH OF
Sc
674.52 FEET. A DELTA OF 03'31'29'. A CHORD BEARING OF NORTH 88'19'OB' WEST. AND A CHORD DISTANCE OF
yc\
674.42 FEET, THENCE ALONG A REVERSE RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A RADIUS OF
515'2G'17'E
10.716.03 FEET. A LENGTH OF 667.81 FEET. A DELTA OF 03'34'14'. A CHORD BEARING OF NORTH 88'20'30'
20.00'
WEST, AND A CHORD DISTANCE OF 667.70 FEET, THENCE ALONG A NON -TANGENT LINE. NORTH 00'00'00' WEST.
\
TO SAID NORTH RIGHT OF WAY, A DISTANCE OF 20.00 FEET, THENCE ALONG A NON -RADIAL CURVE CONCAVE TO
THE SOUTH. HAVING A RADIUS OF 10.736.03 FEET. A LENGTH OF 669.01 FEET. A DELTA OF 03'34'13'. A CHORD
BEARING OF SOUTH 88'20'30' EAST. AND A CHORD DISTANCE OF 668.91 FEET, THENCE ALONG A REVERSE
RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 10.944.64 FEET. A LENGTH OF 673.29 FEET. A
C-1
DELTA OF 03'31'29'. A CHORD BEARING OF SOUTH 88'19'08' EAST. AND A CHORD DISTANCE OF 673.19 FEET,
C-3
THENCE ALONG A LINE PARALLEL TO SAID NORTH RIGHT OF WAY. NORTH 89'55'08' EAST. A DISTANCE OF 253.54
PARCEL #. ?
FEET TO THE PLACE AND PONT OF BEGINNING.32391500000100000006.0 z
R=10.771.03' N.R. \
PARCEL #- L=671.12'
\ m
32391500000100000006.1 A=03'34'12'
L-216.28'
\ CB=588'20'29'E NORTH RIGHT OF WAY
OF STORM GROVE RD.
POINT OF \ O
CD=671.01'
�B,EGNNING Cl) 589'55'08'W
------ C 2
\ L-3
a�
B`\ �s0 -o
0 \ O0cl
O�
'00;
A 0 ^ 00
l i\ 00
06,v
N.R. - NON -RADIAL "` O\ 0
RAD. - RADIAL
RODUS - INDIAN RIVERCOUNTY
DEPARTMENT OF
UTLUTIE5 SERVICES
/ JV
WILLI 'M I✓C HAY ST
TROi'ESSIONAL SURVCY t"MAPPCR
rL ORIDA RCGISTItAT10N NO 4416
SOUTH RIGHT F WAY
�9 OF STORM GROVE RD.
G-2
C -i 243.93'
M
I
J
1
6000'
ICC
\
L-1
L-3
IL-3
\ s
00 �'
501'03'17'W 20.00'
515'2G'17'E
20.74' NOO'00'00'W
20.00'
\ 9)0
L-2
NOO'00'OO'W 20.00'
L-4 L-6
589'55'08'W 259.04' N89'55'08'E 253.54'
0
C-1
G-2
C-3
C-4
\
R=10.909.64' RAD.R-10.929.64' N.R.
R=10.751.03' RAD.
R=10.909.64' RAD.
L-216.28'
L-455.69'
L=669.92'
L=454.86'
A=01'08'09'
A=02'23'20'
A-03'34'13'
A=02'23'20'
GB=N89'3O'47'W
CB=NB7'45'03'W
CB=N88'20'29 W
CB=587'45'03'E
CD=216.28'
GD -455.66'
CD=669.81'
CD=454.83'
c__5
G-6
G-7
G--8
R=10.964.64' RAD.R=10.716.03' RAD.
R-10.736.03' N.R.
R=10.944.64' RAD.
L=674.52'
L=667.81'
L=669.01'
L-673.29'
A=03'31'29'
A-03'34'14'
A=03'34'13'
A=03'31'29'
CB=NBB'19'08'W
CB-N88'20'30'W
CB=588'20'30'E
CB=58819,08,E
DATC SIGNED
GD=674.42'
CD=667.70'
GD=668.91'
GD=673.19'
HAYMNST LAW SURVEYING M
*5l(ETCH /6 NOT A 5LRVEY* CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364)
THIS DRAWING AND COPIES.THQR EOF ARE NOT VAUD SURVEYING AND MAPPING COMPANY
WITHOUT THE SIGNATURE AND-WGINAL RAISED SEAL 445 9TH ST. S.W. Unit -7
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.14
VERO BEACH. FL. 32962
PHONE, C772) 569-6680
FAX- C772) 770-3446
hayhurstls •Ilve.com
REVISIONS