HomeMy WebLinkAboutBOUNDARY SURVEYSCHEDULE B—II EXCEPTIONS: SURVEYOR'S NOTES:
Items pertaining to land survey listed below are numbered as per Commitment For Title Insurance by 1. BEARINGS SHOWN ARE REFERENCED TO NORTH LINE OF THE S.E. 1/4 SECTION 15-36-40, BEARING N89°45'43"E, AS PER
N Fidelity National Title Insurance Company, Commitment No. FTPA18-54081, effective 01/10/2018, 7:45A.M. F.D.O.T. R/W MAP FOR SECTION NO. 94010-2500.
CERTIFIED TO: z SURVEYORS NOTES ARE SHOWN IN ALL CAPITAL LETTERS 2. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988)
VERDAD REAL ESTATE, INC. I 3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET.
SEVEN REAL ESTATE HOLDINGS, LLC C I 7• Easements and matters set forth including restrictions, (...etc.) as shown on the map or plat of WHITE 4. ONLY ABOVE GROUND IMPROVEMENTS LOCATED BY THIS FIRM. ANY UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED
CITY NATIONAL BANK OF FLORIDA, ITS 0 I CITY GARDENS, as recorded in deed book 187, page 408-410 BY OTHERS. BEFORE DIGGING, CALL 811
SUCCESSORS AND/OR ASSIGNS AS THEIR N AFFECT PROPERTY AS SHOWN; NO EASEMENTS SHOWN ON PLAT OF WHITE CITY GARDENS 5. THERE IS NO OBSERVED PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, OR LANDFILL ON
INTERESTS MAY APPEAR PREMISES AT THE TIME OF THIS SURVEY.
FIDELITY NATIONAL TITLE INSURANCE COMPANY = 8. Easement in favor of F.P.&L. recorded in Deed Book 73, Page 226 6. NO TITLE SEARCH WAS PERFORMED BY THIS FIRM, LEGAL DESCRIPTION PROVIDED BY CLIENT AND/OR CLIENT'S AGENT(S)
VERTICAL CONSTRUCTION MANAGEMENT 3 0) AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 7. HORIZONTAL ACCURACY OF SURVEY CONTROL FOR THIS SURVEY EXCEEDS THE REQUIREMENTS FOR HIGH RISK COMMERCIAL
w o AS PER FLORIDA RULE 5J-17
HOLLAND AND KNIGHT, LLP a z y y y p 8. ALL ELEVATIONS SHOWN ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY," ELEVATION 11.505 FEET, NAVD88.
z I 9. Matters contained in City of Port St. Lucie Utility System Department Commercial Service
¢a O Agreement/Permit to Connect, as per O.R. 1233, PG. 2307 1 9. UNRECORDED EASEMENTS SHOWN WERE SUPPLIED BY CLIENT, DATED 07/30/1999 FOR BENEFIT OF,CITY OF PORT ST. LUCIE
FEMA FLOOD ZONE DETERMINATION �V) 0 AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
FLOOD ZONE "X" =z a� 10. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305
PANEL # 12111C 0277 J Sao `AFFECTS PROPERTY AS SHOWN. 11. PROPOSED ADDITIONAL R/W AREAS SHOWN FOR S.R.S. (U.S. 1), HARDEE AVENUE, AND KITTERMAN ROAD ARE CURRENTLY
UNDER REVIEW AND DO NOT AFFECT PROPERTY BOUNDARY AS OF THE DATE OF THIS REVISION (02/27/2018)
REVISED 02/16/2012 =_j a I I 12. LAST DATE OF FIELDWORK: 08/20/2018; SITE UNDER ACTIVE CONSTRUCTION AT TIME OF FIELDWORK.
za � E 11. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121
AREA TABULATION 30 I AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W.
TOTAL AREA of 8 F-� 1 12. Terms, conditions, and matters in Drainage Easement as per O.R. 4053, Pg. 2900 1 1 1
1.20 ACRES, MORE OR LESS ��d la AFFECTS LOTS 16&17 AS SHOWN, FOR BENEFIT OF PROPERTY SHOWN HEREIN
BUILDING AREA az o
NO BUILDINGS ON SITE
PARKING: LOT 10 LOT 22 LOT 21 LOT 20
NO PARKING STALLS ON SITE
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.E.(E)=6.28 B' RCP)
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° MANHOLE RIM=12.58'-
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SEC. 15-36-40
1 A, AI
~R/W LINE
FND. 1" I.P.
L.B. 4942
FND. 1" I.P.
L.B. 4942
HARDEE AVENUE (UNPAVED, 5C R/W) — —
AS PER DEED BOOK 197, PG. 133, AND AS PER
WHITE CITY GARDENS UNRECORDED PLAT, DEED BOOK 187, PG. 410
0
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Ln HARDEE AVENUE LWn
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EXISTING FOUNDATION FORMBOARDS
ELEV=13.68' (NAVD88)
DATE: 08/20/2018
6w
R/W LINE OF KITTERMAN ROAD
AS PER O.R. 1831, PG. 305,
AND O.R. 2569, PG. 2121
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LOT 15
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UTILITY EASEMENT
18' X 40' UNRECORDED
ACCESS EASEMENT
ADDITIONAL R/W FOR KITTERMAN ROAD
(PER O.R. 4144, PG. 1513)
R/W LINE OF KITTERMAN ROAD
_R/W
PER O.R. 1831, PG. 305 —
POWERLINE EL.=30'
i POWERLINE
—
E.O.W. ELEV=
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CID OWNER: 1368 HUFFMAN LLC
LIFT STATION
LID=10.48'
_ -ELEC. PANEL
LIFT STATION BOX
SCANNED
BY
St. Lucie Count
LOT 17
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SLID=10.32' N. R/W LINE KITTERMAN ROAD
AFTER DEDICATION PER
O.R.1989, PG.43
AN
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AINING WALLS — �AS PER O.R.4053, PG.2900
ING PIPES FOUND FOR BENEFlT OF LOTS 11-15^V�10' LOTS 16 &17 N o
ER O.R.1989, PG.43 0
M—oM—oM—°M—oM oM oM�
B.O.C.
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N. R/W LINE KITTERMAN ROAD
I CONCRETE CURB ISLAND BENCHMARK 2 AS PER UNRECORDED PLAT N.E. CORNER OF THE S.E. 1/4
DIRECTION OF TRAVEL MANHOLE RIM=9.06' STRIPING ELEV=9.34' NAVD88y,':j'0
SEC. 15-36-4
4"C..
KITTERMAN ROAD (PAVED, R /W VARIES) LE.(N)=4.67(18"RCP)FND. 4X4" C.M.
I.E.(E)=5.14'(18"RCP) P.K.&DISK P.S.M.6868FND. #5 REBAR, P.L.S. 4942
LEANING. REPLACED WITH
CURB INLET GRATE=9.43' S. R/W LINE AS PER .O.T. R di
a" FM #5 REBAR P.S.M. 6868
LE.(N)=5.62'(14"RCP) E.O.P. CURB INLET3FOR SECTION N0. 94010- 500/W MAP8- FM BLOCK WALL 1.1' WEST
4 —oqvs—GAs-
--
ABBREVIATIONS LEGEND P.P. = POWERPOLE T/} 0 0 C�°M—oM—oM—oM—
P.O.C. = POINT OF COMMENCEMENT M.H. = MANHOLE.F� FIBER OPTIC POST o--FIBER OPTIC POST RECEIVED
P.O.B. = POINT OF BEGINNING C.B. = CATCH BASIN LEGAL DESCRIPTION: sEP 062018
I.P. = IRON PIPE F.H. = FIRE HYDRANT LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15, TOWNSHIP 36 SOUTH,
I.R. = IRON ROD E.O.P. = EDGE OF PAVEMENT RANGE 40 EAST, AS SHOWN IN DEED RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, PUBLIC RECORDS OF ST. Lucre County, Permltting
C.M. = CONCRETE MONUMENT B.O.C. = BACK OF CURB ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY
FND. = FOUND R/W = RIGHT OF WAY SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF SURVEYOR'S CERTIFICATE
TYP. = TYPICAL q = CENTERLINE I, WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR
P.R.M. = PERMANENT REFERENCE P.L. = PROPERTY LINE ST. LUCIE COUNTY, FLORIDA. AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF
MONUMENT (P) = PLAT DATA PRACTICE AS SET FORTH BY HE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17
P.C.P. = PERMANENT CONTROL POINT (L) = LEGAL DESCRIPTION DATA LESS AND EXCEPT ADDITIONAL RIGHT OF WAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 1831, PAGE 305, AND OF FLORIDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL SURVEY OF
B.M. = BENCHMARK (M) = MEASURED DATA OFFICIAL RECORDS BOOK 2569, PAGE 2121, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY DESCRIBED IN LEGAL DESCRIPTION.. AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER
EL. = ELEVATION (C) = CALCULATED DATA RECORD DESCRIPTION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
F.F.E. = FINISHED FLOOR ELEVATION SEC. = SECTION
S.F. = SQUARE FEET TOGETHER WITH NON—EXCLUSIVE EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A DRAINAGE
F.B. = FIELDBOOK
U.E. = UTILITY EASEMENT _ CANAL AS CONTAINED CREATED AND DESCRIBED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND
P.B. - PLAT BOOK^ i /h
F.P.&L.= FLORIDA POWER AND LIGHT
COMPANY O.R. = OFFICIAL RECORDS BOOK BETWEEN 1368 HUFFMAN, LLC, A FLORIDA LIMITED LIABILITY COMPANT, AND SEVEN REAL ESTATE HOLDINGS, LLC, A / F.D.O.T.= FLORIDA DEPARTMENT OF TWP. = PAGE DELAWARE LIMITED LIABILITY COMPANY, DATED SEPTEMBER 1, 2017, AND RECORDED OCTOBER 17, 2017 IN O.R. BOOK WILLIAM J. WRIGHT, PROFESSIONAL SURVEYOR AND n A.F.p
ER P.S.M. 6868
TRANSPORTATION SEC. 15-36-40 = SECTION 15, TOWNSHIP 36 4053, PAGE 2900, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. THIS C.B.S. = CONCRETE BLOCK CONSTRUCTION SOUTH, RANGE 40 EAST ELECTRONIC YCOPIESSIS TOFATHIIS SULID iRVEY NOT OUT I VALID NAL I WITHOUT DIGITAL GNATURE ANDISED AUTTHENTICATION PROCESS, AS PER 5J-17.062
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L.B. 8186 (TYPICAL) I.E.(S)=5.58'(1
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DIRECTION OF TRAVEL
EL.=31'
PM
10' EASEMENT
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(O.R. _ PG.Ill _ )
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SCHEDULE
B—II
,EXCEPTIONS:
SURVEYOR'S
NOTES:
Items pertaining to Ipnd survey listed below are nu
bered as per Commitment For Title Insurance by
1.
BEARINGS SHOWN ARE REFERENCED TO NORTH LINE OF THE S.E. 1/4 SECTION 15-36-40, BEARING N89'45'43"E, AS PER
CERTIFIED TO:
Fidelity National Title
Insurance Company, Commitment
�RE
No. FTPA18=54081, effective 01/10/2018, 7:45A.M.
F.D.O.T. R/W MAP FOR SECTION NO. 94010-2500.
SURVEYOR'S NOTES;
SHOWN 1N ALL CAPITAL LETTERS
2.
ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988)
VERDAD REAL ESTATE, INC.
3.
ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET.
SEVEN REAL ESTATE HOLDINGS, LLC
I
7. Easements and n1tters
set forth including restrictions, (...etc.) as shown on the map or plat of WHITE
4.
ONLY ABOVE GROUND IMPROVEMENTS LOCATED BY THIS FIRM. ANY UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED
CITY NATIONAL BANK OF FLORIDA, ITS
O
0
I
CITY GARDENS, as recorded
in deed book 187, page 408-410
BY OTHERS. BEFORE DIGGING, CALL 811
SUCCESSORS AND/OR ASSIGNS A5 THEIR
5
AFFECT PROPERTY AS SHOWN; NO EASEMENTS SHOWN ON PLAT OF WHITE CITY GARDENS
5.
THERE IS NO OBSERVED PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, OR LANDFILL ON
INTERESTS MAY APPEAR
k' O
PREMISES AT THE TIME OF THIS SURVEY.
FIDELITY NATIONAL TITLE INSURANCE COMPANY
=
8. Easement in favor of F.P.&L. recorded in Deed Book 73, Page 226
6.
NO TITLE SEARCH WAS PERFORMED BY THIS FIRM, LEGAL DESCRIPTION PROVIDED BY CLIENT AND/OR CLIENT'S AGENT(S)
VERTICAL CONSTRUCTION MANAGEMENT
3 °f
AFFECTS PROPERTY" IN GENERAL; NOTHING TO PLOT
7.
HORIZONTAL ACCURACY OF SURVEY CONTROL FOR THIS SURVEY EXCEEDS THE REQUIREMENTS FOR HIGH RISK COMMERCIAL
HOLLAND AND KNIGHT, LLP
'Uj z
AS PER FLORIDA RULE 5J-17
N w Z
I
9. Matters contained in City of Port St. Lucie Utilit
Systems Department Commercial Service
8.
ALL ELEVATIONS SHOWN ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY," ELEVATION 11.505 FEET, NAVD88.
¢a0
Agreement/Permit to
Connect, as per O.R. 1233, PG.
2307
9.
UNRECORDED EASEMENTS SHOWN WERE SUPPLIED BY CLIENT, DATED 07/30/1999 FOR BENEFIT OF CITY OF PORT ST. LUCIE
FEMA
FLOOD
ZONE
DETERMINATION
r� 0
�a Ld
AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT
1
10.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
FLOOD ZONE 'Y'
30
r z 0:�
a O
10. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305
p g P
11.
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
PROPOSED ADDITIONAL R/W AREAS SHOWN FOR S.R.5. (U.S. 1), HARDEE AVENUE, AND KITTERMAN' ROAD ARE CURRENTLY
PANEL # 12111C 0277 J
`AFFECTS
PROPERTY AS SHOWN.
UNDER REVIEW AND DO NOT AFFECT PROPERTY BOUNDARY AS OF THE DATE OF THIS REVISION (02/27/2018)
REVISED 02/16/2012
a
Ld a M
I
11. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121
12.
LAST DATE OF FIELDWORK: 08/20/2018; SITE UNDER ACTIVE CONSTRUCTION AT TIME OF FIELDWORK.
AREA TABULATIONo�
I
AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W.
TOTAL AREA
1.20 ACRES, MORE OR LESS
W
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w
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12. Terms, conditions, and matters in Drainage Easement as per O.R. 4053, Pg. 2900
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BUILDING AREA
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AFFECTS LOTS 16&17 AS SHOWN, FOR BENEFIT OF PROPERTY SHOWN HEREIN
NO BUILDINGS ON SITE
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10
LOT 22
LOT 21
LOT 20
NO PARKING STALLS ON SITE
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HARDEE AVENUE (UNPAVED, 50' R/W)
AS PER DEED BOOK 197, PG. 133, AND AS PER
WHITE CITY GARDENS UNRECORDED PLAT, DEED BOOK 187, PG. 410
0
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Lri N89°47'18"E(C) 412.00' -
ADDITIONAL R/W FOR CA
HARDEE AVENUE
(O.R. 4144, PG. 1517) cn
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s ELEV=13.68' (NAVD88)
DATE: 08/20/2018
w I 6.0' 10.0' w
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L.B. 8186
PAINT STRIPING1 BENCHMARK 1
(TYPICAL) ELEV=12.76' NAVD88
P.K.&DISK P.S.M.6868
MANHOLE RIM —12.58'
I.E.(N)=5.40'(18"RCP)
I.E.(E)=5.37'(18"RCP)
N89°42 33' E 100.00'
P.0.8.
!- 22.00' - — —R/W PARCEL
N.W. CORNER OF THE S.E. 1/4
SEC. 15-36-40
d
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OT 1
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CONC. P.P.
P
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AS PER O.R. 1831, PG. 305,
AND O.R. 2569, PG. 2121
0
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N89047'18"E 372.
70.00'
CLEARED LOT
(UNDER CONSTRUCTION)
I.
LOT 13
POWERLINE EL.=30'
6 °ter
6��•
CONC. P.P.
\0
2.6'N, 1.7'EO
EL.=31' P
10' EASEMENT
oM—oM—d�,9..ZlM
oM(}— oM oM—°M
o
o
O —a —a —o °M
(O.R. — , PG. )
—
B.O.C.
S89°45'43"W
198.95'
S
oM— —
45'43"W 322.30'
#5 REBAR 2' VALLEYCURB
E.O.P. S89°45'43"W 4
2.00'(L) 412.01'(C)
0
O NAIL & E
CURB INLET GRATE=9.42'
L.B. 8186 (TYPICAL)
I.E.(S)=5.58'(18'RCP)
AS
R/W LINE
PER UNRECORDED PLAT
•
P.CFIN
P.0
P. P.L.S.38
LE. =5.64' 18"RCP
c�
70.00'
212.9'
LOT 14
ABANDONED PORTION OF
HARDEE AVE R/W
AS PER O.R. 1838, PG. 1218
N
U1
00 o SET NAIL & DISK L.B.8186
Sri IN TOP OF PEPPER TREE STUMP
- - - +- 70.00'
I• os
LOT LINES AS PER WHITE CITY
GARDENS UNRECORDED PLAT
DEED BOOK 187, PG. 410
(TYPICAL)
LOT 15
20' X 40' UNRECORDED
UTILITY EASEMENT
18' X 40' UNRECORDED
ACCESS EASEMENT
ADDITIONAL R/W FOR KITTERMAN
ROAD
(PER O.R. 4144, PG.
1513)
18.0'�
R/W LINE OF KITTERMAN ROAD
AS PER O.R. 1831, PG. 305
s
POWERLINE
I
I
o
EL.
28'
P
E.O.W. ELEV= 11
'
P
gH�OM-0M-0M—oM—oM=o7F=Orr= •
N86°36'25"W 173.70'
Si �- CURB INLET I 0
8 GRATE=8.25' IEE.E.EE=5.44Q'' (12"CMPp,, BURIE
I.E.( $) L58 (12 RCP) E. 1 /4 SECNDI5F SAP 40 `OUND CONC. APRON I
DIRECTION OF TRAVEL S 6 .61' ASIS BEAR GS) I
I CONCRETE CURB ISLAND °
PAINT BENCHMARK �2�,\
DIRECTION OF TRAVEL l KITTERMAN ROAD (PAVED R / W VARIES) MANHOLE
(18""RCP)
STRIPING ELEV=9.34 NAVD88
Ij E.(E)=5.14'(18"RCP P.K.&DISK P.S.M.6868
g CURB INLET GRATE=9.43' I E.O.P. CURB INLET )
I.E.(N)=5.62'(14"RCP) = 28 S. R/W LINE AS PER O.T. R/W MAP
� I - �R SECTION NO. 94010- 500 -
� ��ana--�—�—ae—y's—one—on—us—as—}—a.s—ens—ans—°.s——ans—as—ens—css—as—o.x—ws—as— "s—ou—oµ—y,s— w—us—as—ans—as—ass— y,s—ys—ow—.ys.—ws—as as—ors—wv—oas—ons—°
— one ons—— — — — — —
wr—ene�
ABBREVIATIONS LEGEND
P.P. =
POWERPOLE /e FM
FIBER OPTIC POST
/
P.O.C. = POINT OF COMMENCEMENT
M.H. =
MANHOLE °�
LEGAL
DESCRIPTION:
P.O.B. = POINT BEGINNING
C.B. =
CATCH BASIN
=
I.P. IRON PIPE
F.H. =
FIRE HYDRANT
LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15,
TOWNSHIP 36 SOUTH,
I.R. = IRON ROD
E.O.P. =
EDGE OF PAVEMENT
RANGE 40 EAST, AS SHOWN IN DEED RECORDED IN DEED BOOK 187, PAGES 408 THROUGH
410, PUBLIC RECORDS OF
C M = CONCRETE MONUMENT
B.O.C. =
BACK OF CURB
M•
0
N
n
0
W
z
m
o
0
1
c
O
N
0
1n
O
O �
J Q
V �
N �
M' LOT 16
m LOT 17
a' VACANT LOT
W Ou
P.I.D. 3415-502-0016-000-9
00 OWNER: 1368 HUFFMAN LLC
LIFT STATION
LID=10.48'
�ELEC. PANEL
�LIDT 10T321ON BOX N. R/W LINE KITTERMAN ROAD
AFTER DEDICATION PER
O.R.1989, PG.43
ABANDONED SITE ENTRANCE 20' WIDE DRAINAGE EASEMENT
C.B.S. RETAINING WALLS AS PER O.R.4053, PG.2900
NO CROSSING PIPES FOUND FOR BENEFIT OF LOTS 11-15
— - - PE10' LOTS 16 & 17
PER O.R.1989, PG.43 0
—oM—oM—oM—o—oM—oM—oM—oM= oM oM oM—
B.O.C.
— 2154.62'(M) E•o;��'• i
rN.W LINE KITTERMAN ROAD PER UNRECORDED PLAT N.E. CORNER OF THE S.E. 1/4
SEC. 15-36-40
FIND. 4X4" C.M.
FND. #5 REBAR, P.L.S. 4942
LEANING. REPLACED WITH
8" FM #5 REBAR P.S.M. 6868
VALVE BLOCK WALL 1.1' WEST
.OK—ene—
-0 (1 �oM—oM—aM—oM— RECEIVED
—FIBER OPTIC POST
SEP 0 5 2018
5T, LWOO GauntY, Ptrmittinn
FND. =
FOUND
R/W =
RIGHT OF WAY
ST. LQJ AL. COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY
SURVEYORS
>
CERTIFICATE
TYP. =
TYPICAL
=
CENTERLINE
SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF
P.R.M. =
PERMANENT REFERENCE
P.L. =
PROPERTY LINE
ST. LUCIE COUNTY, FLORIDA.
I, WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR
MONUMENT
(P) =
PLAT DATA
AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF
P.C.P. =
PERMANENT CONTROL POINT
(L) =
LEGAL DESCRIPTION DATA
LESS AND EXCEPT ADDITIONAL RIGHT OF WAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 1831, PAGE 305, AND
PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17
OF FLORIDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL
B.M. =
BENCHMARK
(M) =
MEASURED DATA
OFFICIAL RECORDS QOOK 2569, PAGE 2121, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEY OF
PROPERTY DESCRIBED IN LEGAL DESCRIPTION AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER
EL. =
F.F.E. =
ELEVATION
FINISHED FLOOR ELEVATION
(C) =
CALCULATED DATA
RECORD DESCRIPTION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
S.F. =
SQUARE FEET
SEC. =
SECTION
TOGETHER WITH NON=EXCLUSIVE EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A DRAINAGE
U.E. =
F.P.&L. =
UTILITY EASEMENT
FLORIDA POWER AND LIGHT
F.B. =
P.B. =
BOOK
PLAT
PLAT BOOK
CANAL, AS CONTAINED, CREATED AND DESCRIBED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND-_
_-
O.R. =
OFFICIAL RECORDS BOOK
BETWEEN 1368 HUFFMAN LLC A FLORIDA LIMITED LIABILITY COMPANY AND SEVEN REAL ESTATE HOLDINGS LLC A
COMPANY
F.D.O.T.=
FLORIDA DEPARTMENT OF
TWP, =
PAGE
DELA ARE LIMITED LIABILITY COMPANY, DATED SEPTEMBER 1, 2017, AND RECORDED OCTOBER 17, 2017 IN O.R. BOOK
WILLIAM J. WRIGHT, PR ESSIONAL SURVEYOR AN MAPPER, P.S.M. 6868
TRANSPORTATION
SEC. 15-36-40 = SECTION 15, TOWNSHIP 36
SOUTH, RANGE 40 EAST
4053j,PAGE 2900, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
C.B.S. =
CONCRETE BLOCK CONSTRUCTION
THIS SURVEY IS NOT VALID WITHOUT ORIGINAL SIGNATURE AND RAISED SEAL.
I
ELECTRONIC COPIES OF THIS SURVEY NOT VALID WITHOUT DIGITAL AUTHENTICATION PROCESS, AS PER 5J-17.062
SCHEDULE B—II EXCEPTIONS: SURVEYOR'S NOTES:
Items pertaining to land survey listed below are numbered as per Commitment For Title Insurance by 1. BEARINGS SHOWN ARE REFERENCED TO NORTH LINE OF THE S.E. 1/4 SECTION 15-36-40, BEARING N89°45'43"E, AS PER
Fidelity National Title Insurance Company, Commitment No. FTPA18-54081, effective 01/10/2018, 7:45A.M. F.D.O.T. R/W MAP FOR SECTION NO. 94010-2500.
CERTIFIED TO: z SURVEYOR'S NOTES ARE SHOWN IN ALL CAPITAL LETTERS 2. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988)
Lj
VERDAD REAL ESTATE, INC. 3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET.
SEVEN REAL ESTATE HOLDINGS, LLC 0 1 7. Easements and matters set forth including restrictions, f(...etc.) as shown on the map or plat of WHITE 4. ONLY ABOVE GROUND IMPROVEMENTS LOCATED BY THIS FIRM. ANY UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED
CITY NATIONAL BANK OF FLORIDA, ITS It a I CITY GARDENS, as recorded in deed book 187, page 408-410 BY OTHERS, BEFORE DIGGING, CALL 811
SUCCESSORS AND/OR ASSIGNS AS THEIR L) N AFFECT PROPERTY AS SHOWN; NO EASEMENTS SHOWN ON PLAT OF WHITE CITY GARDENS 5. THERE IS NO OBSERVED PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, OR LANDFILL ON
INTERESTS MAY APPEAR o PREMISES AT THE TIME OF THIS SURVEY.
FIDELITY NATIONAL TITLE INSURANCE COMPANY — 0 8. Easement in favor of F.P.&L. recorded in Deed Book 73, Page 226 6. NO TITLE SEARCH WAS PERFORMED BY THIS FIRM, LEGAL DESCRIPTION PROVIDED BY CLIENT AND/OR CLIENT'S AGENT(S)
3 rn AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 7. HORIZONTAL ACCURACY OF SURVEY CONTROL FOR THIS SURVEY EXCEEDS THE REQUIREMENTS FOR HIGH RISK COMMERCIAL
VERTICAL CONSTRUCTION MANAGEMENT W d I AS PER FLORIDA RULE 5J-17
HOLLAND AND KNIGHT, LLP Uj z
z I 9. Matters contained in City of Port St. Lucie Utility Systems Department Commercial Service 8. ALL ELEVATIONS SHOWN ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK ANDY,„ ELEVATION 11.505 FEET, NAVD88.
¢aF Agreement/Permit to Connect, as per O.R. 1233, PG. 2307 9. UNRECORDED EASEMENTS SHOWN WERE SUPPLIED BY CLIENT, DATED 07/30/1999 FOR BENEFIT OF CITY OF PORT ST. LUCIE
cn U AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
FEMA FLOOD ZONE DETERMINATION ra Lj
N WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
FLOOD ZONE "X" =z 10. Easements established in Stipulated Order Of Taking as per O.R. 1831, PG. 305
a 11. PROPOSED ADDITIONAL R/W AREAS SHOWN FOR S.R.5. (U.S. 1), HARDEE AVENUE, AND KITTERMAN ROAD ARE CURRENTLY
PANEL # 12111 C 0277 J vi ` AFFECTS PROPERTY AS SHOWN.
UNDER REVIEW AND DO NOT AFFECT PROPERTY BOUNDARY AS OF THE DATE OF THIS REVISION (02/27/2018)
REVISED 02/16/2012 a I ( 12. LAST DATE OF FIELDWORK: 08/20/2018; SITE UNDER ACTIVE CONSTRUCTION AT TIME OF FIELDWORK.
L' a 11. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121
in AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W.
AREA TABULATION o�
TOTAL AREA ° 1-2112. Terms, conditions, and matters in Drainage Easement as per O.R. 4053, Pg. 2900 I I I
1.20 ACRES, MORE OR LESS �UJ
z o I AFFECTS LOTS 16&17 AS SHOWN, FOR BENEFIT OF PROPERTY SHOWN HEREIN
BUILDING AREA w Z o
NO BUILDINGS ON SITE
PARKING: I LOT 10J LOT 22 LOT 21 LOT 20
NO PARKING STALLS ON SITE I.E.=7.95'(18"RCP)
I
20.00' 22.00'
Qo
I �N
oJ
fn +4 J
<
1n
Qz I O
I� Ujo 0
W F I=
-a ¢w W
< ��� [if
0
�3 of 0
z� oU_a z
I J Uj
H
>
In a oo L
In z Uj
O I U V
I z Cn W zLj
Q W
M0
W
i Z
UL
o _
z N89°4
I J
PAINT STRIPING BENCHMARK 1
I i- (TYPICAL) ELEV=12.76' NAVD88
°�° P.K.&DISK P.S.M.6868
MANHOLE RIM=12.58'-
I.E.(N)=5.40'(1 S"RCP)
I.E.(E)=5.37'(18"RCP)
N89°42'33"E 100.00'
CURB INLET/
GRATE=11.31'
I.E.(S)=5.21'(18"RCP)
I.E.(W)=5.37'(18'RCP) d
I.E. (E)=6.2W(1 S"RCP)
I
P 1
SET #5 REBAR
L.B. 8186
WOOD P.P. 1.0'W
78.00' P
1
J
H
W
O
z
O
U
cr
w
o
O
(n
Q
Lij
E 100.00'
SET #5 REBAR
L.B. 8186
a
�R/W LINE
Ijl
P
I
6.0'
METAL
BILLBOARD SIGNPOST
P
mM
31.9'
>1\
I
hI
J
\�
}
I
I
40.00'
`0VE
HEAD BILLBOARD
J
COI
In
--jr
O
I '- ON
_
N
I J co M0- W� LOT 11 . >I.o'
m
d
LU 1 3
I Q p I I"
w a
_0I 69.8'
a
I
I SLn N
ON
d
W
I WLd aw 0
d
aao �`' Z
iflaa
0
zz 6. 0. 10.0' o
W I
P
Y O M I I IN 40.00' q
O
P ro ? f'' "jO `b
9�Lpq(
P.O.B. --"
22.00' - — —R PARCEL
N.W. CORNER OF THE S.E. 1/4
SEC. 15-36-40
s c's'y� O7
OT 1
S•. °�\ O Co NC. P.P.
CONC. P.P.
2.6'N, 1.7'E
oM—oM—��bM oM�— oM oM—o
,
�R/W LINE
FND. 1" I.P.
L.B. 4942
HARDEE AVENUE (UNPAVED, 50' R/W)
AS PER DEED BOOK 197, PG. 133, AND AS PER
WHITE CITY GARDENS UNRECORDED PLAT, DEED BOOK 187, PG. 410
0
u, , „ ,
FND. 1" I.P.
L.B. 4942
N89°4718 E(C) 412.00
— — — — — — — — N89"47'18"E 372.01' — — — — —
70.00' 1 70.00'
70.00'
N
0
0
ABANDONED PORTION ^�
HARDEE AVE R/W
AS PER O.R. 1838, P(
N
v,
o a SET NAIL & DISK L.B.8186
IN TOP OF PEPPER TREE STUMF
t
70.00'
`ADDITIONAL R/W FOR
'
cri CAHARDEE
AVENUE
Cnn
J
(O.R. 4144, PG. 1517)
Oi
212.9'
13.3,
�
F N
o
A
2
9'
CLEARED LOT
9
(UNDER CONSTRUCTION)
LOT LINES AS PER WHITE C1 Y
GARDENS UNRECORDED PLAT
--EXISTING FOUNDATION FORMBOARDS
o
DEED BOOK 187, PG, 410
(TYPICAL)
ELEV=13.88' (NAVD88)
7,0
DATE: 08/20/2018
o d
3.7 N
LOT
13 LOT 14
LOT 15
80.N
44.s
4. a
6
m
r
20' X 40' UNRECORDED
UTILITY EASEMENT
rn
18' X 40' UNRECORDED
°'
ACCESS EASEMENT
,-R/W
LINE OF KITTERMAN ROAD
N
ADDITIONAL R/W FOR KITTERMAN
ROAD 18.0'�
AS PER
O.R. 1831, PG. 305,
(PER O.R. 4144, PG.
1513)
AND
O.R, 2569, PG. 2121
R/W LINE OF KITTERMAN ROAD ?
POWERLINE EL.=30' AS PER O.R. 1831, PG. 305
d
'
I
LINE
-
RZWERUUE
o
EL.=31'
0.6 N
10' EASEMENT
i
POWP.P.
LR. �__A,
ELP
NOW
N
� o
V
N v
rn `'
m LOT 16
u VACANT LOT
W bDD P.I.D. 3415-502-0016-000-9
bD ,� OWNER: 1368 HUFFMAN LLC
n
LIFT STATION
LID=10, 48'
�—ELEC. PANEL
LOT 17
W
w
U_
V Tn
�LIDT 10T320N BOX N. R/W LINE KITTERMAN ROAD
AFTER DEDICATION PER
O.R.1989, PG.43
ABANDONED SITE ENTRANCE 20' WIDE DRAINAGE EASEMENT
C.B.S. RETAINING WALLS AS PER O.R.4053, PG.2900
NO CROSSING PIPES FOUND FOR BENEFIT OF LOTS 11-15
✓`
- - S10' LOTS 16 & 17 N '0PER O.R.1989, PG.43 0
oM—
B.O.C.
vD \-CONC. APRON LM
2154.62'(M) Eoj�
CONCRETE CURB ISLAND N. R/W LINE KITTERMAN ROAD
BENCHMARK 2 AS PER UNRECORDED PLAT N.E. CORNER OF THE S.E. 1/4
I s MANHOLE RIM=9.06' PAINT I SEC. 15-36-40
DIRECTION OF TRAVEL STRIPING ELEV=9.34 NAVD88 o FND. 4X4" C.M.
KITTERMAN ROAD (PAVED, R/W VARIES) i I.E.(N)=4.6T(18"RCP)
I,E.(E)=5.14'(18"RCP) P.K.&DISK P.S.M.6868 FND. #5 REBAR, P.L.S. 4942
g Ui
CURB INLET GRATE=9.43' I E.O.P. CURB INLET 3 LEANING. REPLACED WITH
I.E.(N)=5.62'(14"RCP) = 28 LF
R/W LINE AS PER O.T..OTR/W MAP 8" FM #5 REBAR P.S.M. 6868
- R SECTION NO. 94010- 500
VALVE BLOCK WALL 1.1' WEST
ws—ars—o,s—ow—as—cv—as—cc—ae�—°,s—GB—WS—°AB—M8 R16—°AB—WB—ors—°AS—OAS ons—w9 °A9—GK—
"0 � �
B.o.G.
S89°45'43�'W 198.95' r a ,
S 45 43 W 322.30
—oM—opl°1—_
N86°36'25"W
173.70'
REBAR 2' VA EY UC RB
CURB INLET GRATE=9.42' 1 E.O.P. j S89°45'43"W 4� .00'(L) 419 01'(C) o
FNO� NAIL & D
CURE! INLET
;, gtgg (TYPICAL)
I.E.(S)=5.58(18"RCP) R/W LINE
I.E. W =5.64' 18'RCP AS PER UNRECORDED PLAT N
P.0 P. P.L.S.38
GRATE=8,25
6 I E ( -4,5 ' 1 "gcP)
�F
I.E.=5.44' (12"CMP, E
ND QF MP NpT
�tF.
489.99'(C) �_ _
—
N� LIN� S.E.
1/4 15-S6-401
---DIRECTION
OF TRAVEL S 6 61' ASIS
BEAR GS)
I
ABBREVIATIONS LEGEND
P.P. =
POWERPOLE/8" FM
I FIBER OPTIC POST
—FIBER OPTIC POST
P.O.C. = POINT OF COMMENCEMENT
M.H. =
MANHOLE " "-
LEGAL
DESCRIPTION:
RECEIVED
P.O.B. = POINT BEGINNING
C.B. =
CATCH BASIN
E
I.P. = IRON PIPE
F.H. =
FIRE HYDRANT
LOTS 11, 12, 13, 14, AND 15WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15, TOWNSHIP 36 SOUTH,
,
SEP 06 2018
I.R. = IRON ROD
E.O.P. =
EDGE OF PAVEMENT
RANGE 40 EAST, AS SHOWN IN DEED RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, PUBLIC RECORDS OF
C.M. = CONCRETE MONUMENT
B.O.C. =
R/W =
BACK OF CURB
RIGHT OF WAY
ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY
SURVEYORS CERTIFICATE
----
FND. = FOUND
SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF
TYP. = TYPICAL
=
CENTERLINE
ST. LUCIE COUNTY, FLORIDA.
I, WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR
P.R.M. = PERMANENT REFERENCE
P.L. =
PROPERTY LINE
AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF
MONUMENT
(P) =
PLAT DATA
PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17
P.C,P. = PERMANENT CONTROL POINT
(L) =
LEGAL DESCRIPTION DATA
LESS AND EXCEPT ADDITIONAL RIGHT OF WAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 1831, PAGE 305, AND
OF FLORIDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL SURVEY OF
B.M. = BENCHMARK
(M) =
MEASURED DATA
OFFICIAL RECORDS BOOK 2569, PAGE 2121, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
PROPERTY DESCRIBED IN LEGAL DESCRIPTION. AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER
EL. = ELEVATION
(C) =
CALCULATED DATA
RECORD DESCRIPTION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
F.F.E. = FINISHED FLOOR ELEVATION
S.F. = SQUARE FEET
SEC. =
SECTION
SECTION
TOGETHER WITH NON—EXCLUSIVE EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A DRAINAGE
: =
U.E. = UTILITY EASEMENT
F.P.&L. = FLORIDA POWER AND LIGHT
F.B. =
P.B. =
OOK
PLAT BOOK
CANAL, AS CONTAINED, CREATED AND DESCRIBED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND
- -
=' � � 5F
O.R. =
OFFICIAL RECORDS BOOK
BETWEEN 1368 HUFFMAN, LLC, A FLORIDA LIMITED LIABILITY COMPANY, AND SEVEN REAL ESTATE HOLDINGS, LLC, A
_ / Y
COMPANY
F.D.O.T.= FLORIDA DEPARTMENT OF
TWP. =
PAGE
DELAWARE LIMITED LIABILITY COMPANY, DATED SEPTEMBER 1, 2017, AND RECORDED OCTOBER 17, 2017 IN O.R. BOOK
WILLIAM J. WRIGHT, PROFESSIONAL SURVEYOR AN17 MAPPER, P.S.M. 6868
TRANSPORTATION
SEC. 15-36-40 = SECTION 15, TOWNSHIP 36
4053, PAGE 2900, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
C.B.S. = CONCRETE BLOCK CONSTRUCTION
SOUTH,
RANGE 40 EAST
THIS IS � I\WITHOUT
WSURVEY A AIAUDTHENTICATION
NOUT OT VALIDNAL
ELECTRON CYCOP EOFATHIS DIG"NTURED
PROCESS, AS PER 5J-17.062
0
N
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O
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Wco
acl�?��
g M .3 ro
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LU
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