HomeMy WebLinkAboutSURVEY- I
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)
VERDAD REAL ESTATE, INC. 3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET.
UTILITIES SEVEN REAL ESTATE HOLDINGS, LLC 0 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. AN
Y UNDERGROUND I TIES 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 `I 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 = 1 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 af d I AS PER FLORIDA RULE 5J-17
HOLLAND AND KNIGHT, LLP aWz 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.
ca o 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 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
FEMA FLOOD ZONE DETERMINATION ra N WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
FLOOD ZONE "X" =z w 10. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305 11. ADITIONAL R/W AND PROPOSED 10' EASEMENT AREAS SHOWN ALONG S.R.5. (U.S. 1) AND KITTERMAN ROAD ARE CURRENTLY
PANEL # 12111C 0277 J viF oLL AFFECTS PROPERTY AS SHOWN. UNDER REVIEW, OR NO RECORDING INFORMATION HAS BEEN PROVIDED AS OF THE DATE OF THIS REVISION (09/18/2018)
REVISED 02/16/2012 wa I 12. LAST DATE OF FIELDWORK: 09/18/2018; SITE UNDER ACTIVE CONSTRUCTION AT TIME OF FIELDWORK.
11. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121
z w 3 I AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W.
AREA TABULATION
TOTAL AREA WO V i 12. Terms, conditions, and matters in Drainage Easement as per O.R. 4053, Pg. 2900 I I I
1.20 ACRES, MORE OR LESS -w .
BUILDING AREA a z d I e AFFECTS LOTS 16&17 AS SHOWN, FOR BENEFIT OF PROPERTY SHOWN HEREIN
NO BUILDINGS ON SITE
PARKING: LOT 10 LOT 22 LOT 21 LOT 20
NO PARKING STALLS ON SITE ;�I.E.=7.95'(18"RCP)
20.00' 1 22.00'
CURB INLET
GRATE=11.31'
I.E.(S)=5.21'(18"RCP) I d
I.E. (W)=5.37'(18"RCP)
I.E.(E)=6.28'(18"RCP) I
R/W LINE - -- ---
P I"
6.0' �i METAL BILLBOARD SIGNPOST
I I % r 202.01
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L.B. 8186
PAINT STRIPING1 BENCHMARK 1
00 (TYPICAL) ELEV=12.76' NAVD88
Sri P.K.&DISK P.S.M.6868
O MANHOLE RIM=12.58'
I.E.(N)=5.40'(18"RCP) y
I . E. (E) = 5. 37' (18"RCP )
N89'42'33"E 100.00' I
sl'
!= 22.00'
P.O.B.
R/W PARCEL
N.W. CORNER OF THE S.E. 1/4
SEC. 15-36-40
d
i�
LOT 11
to
M
'---R/W LINE FND. 1" I.P. FND. 1" I.P.
L.B. 4942 L.B. 4942
i
�IARDEE 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
N89°47'18"E(C) 412.00'
-`'I- - - - - - - N89047'18"E 372.01' - -
70.00'
ADDITIONAL R W FOR
HARDEE AVE UE 7
(O.R. 4144, PG. 1517)
EXISTING 0.67' BLOCK STEMWALL
TOP OF WALL ELEV=15.03' (NAVD88)
DATE: 09/18/2018
EXISTING CONC.
SPREAD FOOTER
70.00'
215.7'
CLEARED LOT
(UNDER CONSTRUCTION)
N
U7
0
0
ABANDONED PORTION ^c
HARDEE AVE R/W
AS PER O.R. 1838, P(
N
P1
0 o SET NAIL & DISK L.B.8186
0 IN TOP OF PEPPER TREE STUMF
70.00'
70.00
LOT LINES AS PER WHITE CITY
GARDENS UNRECORDED PLAT
DEED BOOK 187, PG. 410 U)
(TYPICAL) 0 cn
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LOT 15 �� m m LOT 16 LOT 17
v' VACANT LOT
W bD P.I.D. 3415-502-0016-000-9
20' X 40' UNRECORDED 00 OWNER: 1368 HUFFMAN LLC
UTILITY EASEMENT
LIFT STATION
LID=10.48'
ELEC. PANEL
18' X 40' UNRECORDED LIFT STATION BOX
ACCESS EASEMENT N. R/W LINE KITTERMAN ROAD
ADDITIONAL R/W FOR KITTERMAN ROAD d LID=10.32' AFTER DEDICATION PER
(PER O.R. 4144, PG. 1513) 18.0'� O.R.1989, PG.43
R/W LINE OF KITTERMAN ROAD ? ABANDONED SITE ENTRANCE
AS PER O.R. 1831, PG. 305 d 20' WIDE DRAINAGE EASEMENT
' C.B.S. RETAINING WALLS AS PER O.R.4053, PG.2900
1� N— — gBkERLaAIE — — — — — — — — — — — — — — — —• — — — — — — o i I o NO CROSSING PIPES FOUND FOR BENEFIT OF LOTS 11-15
Ss °3 CONC. P.P. EL=31' PROP. 10' EASE ME T POWERLINE �
5. �, -A N, 1.TE o —� P.P. 0.6 N. (o.R. d , PG. ) I P I /
EL. 28' —
oM—°M—d�,9 lM an, oM—oM—° o o �a oM_.M—o -- T.1E.O.W. ELEV=7.1 ' — — — —
° —oM�°- — P S. 10' LOTS 16 & 17 N oo —
S89°45'43"W 198.95' , M—°M—oM—aM—oM—oM—oM�o�f=e7R 12 err PER O.R.1989, PG.43
B.O.C. S 45 43 W 322.30 N86°36'25"W 173.70' M oM oM—° oM—oM—oM—o—oM—oM—oM—oM—oM aM oM-
#5 REBAR 2' VALLEY CURB INLET GRATE=9.42' E.O.P. R/W LINE/ S89°45'43"W 4 2.00'(L) 412.01'(C) o CURB INLET ? o B.O.C.
o FND NAIL & D
L.B. 8186 (TYPICAL) I,E.(S)=5.58'(18"RCP) co P.0 P. P.L.S.38 6 GRATE=6,2gg5' zg I.E.E=5.44' (12"CMP, BURIED
I.E. W=5.64' 18"RCP AS PER UNRECORDED PLAT N LE.(S) LIN�1 OFOPS�.E. 1/4 EEF01EF SMP NOT FOUND CONC. APRON I 2154.62'(M) E'Oj�'
_489.99'(C) I_ _ N 5 6 0� `
DIRECTION OF TRAVEL S 6 .61 ASIS BEAR GS) I N. R/W LINE KITTERMAN ROAD
AS PER UNRECORDED PLAT N.E. CORNER OF THE S.E. 1/4
CONCRETE CURB ISLAND PAINT BENCHMARK 2 I SEC. 15-36-40
DIRECTION OF TRAVEL ° MANHOLE RIM=9.Ofi'
i STRIPING ELEV=9.34' NAVD88 o FND. 4X4" C.M.
KITTERMAN ROAD (PAVED, R/W VARIES)
LE.(N)=4.6T(18"RCP) �
I.E.(E)=5.14'(18"RCP) P.K.&DISK P.S.M.6868 M FND. #5 REBAR, P.L.S. 4942
CURB INLET GRATE-9.43' I LEANING. REPLACED WITH
I.E.(N)=5.62'(14"RCP) E.O.P. CURB INLET S. R/W LINE AS PER O.T..R W MAP 8" FM #
FOR SECTION N0. 94010- 500 / 5 REBAR P.S.M. 6868
i ���-da—as—one—Ora—one—Ora—ona—w—ane—one—ans—ara——ans—as—cns—ans—,�+—ars—ona—one— wo—one=,,,—ou—ors—ano—one— a VALVE BLOCK WALL 1.1' WEST
ene—weT Ora—ane—w——ao—.aw—ae—ays—ons—as as—ons—cns—cns—cs—we °ne—as w—nw—
-3-0 �(3joM—oM—oM—oM— Rr,T (I�'✓RD
�+ FIBER OPTIC POST —FIBER OPTIC POST OCT 1 %C18
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W LINE OF KITTERMAN OAD
A ER O.R. 1831, PG 05,
AND R. 2569, P 121
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LOT 13
POWERLINE EL=30'— —
LOT 14
222.6'
3BREVIATIONS LEGEND
P.P. =
POWERPOLE /8" FM
).C. = POINT OF COMMENCEMENT
M.H. =
MANHOLE "-
LEGAL
DESCRIPTION:
ST.LucIeCD�nty,Permlttin9
).B. = POINT OF BEGINNING
C.B. =
CATCH BASIN
HYDRANT
LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15, TOWNSHIP 36 SOUTH,
SCANNED
= IRON PIPE
IRON ROD
F.H. =
E.O.P. =
FIRE
EDGE OF PAVEMENTDEED
RANGE 40 EAST, AS SHOWN IN RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, PUBLIC RECORDS OF
By
=
A. = CONCRETE MONUMENT
A.
B.O.C. =
BACK OF CURB
ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY
, Lucie County
SURVEYORS CERTIFICATE
D. = FOUND
R/W =
RIGHT OF WAY
SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF
P. = TYPICAL
=
CENTERLINE
STLUCIE COUNTYFLORIDA..
WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR
2.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. = 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
A. = 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 SURVFY WAS PHYSICALLY MADE ON THE GROUND PER
= ELEVATION
'.E.
(C) =
CALCULATED DATA
RECORD DESCRIPTION AND IS CT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
= FINISHED FLOOR ELEVATION
= SQUARE FEET
= UTILITY EASEMENT
SEC. =
F.B.=
SECTION
FIELDBOOK
TOGETHER WITH NON-EXCLUSIVE EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A DRAINAGE
CANAL, AS CONTAINED, CREATED AND DESCRIBED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND
'.&L.= FLORIDA POWER AND LIGHT
P.B. =
O.R. =
PLAT BOOK
OFFICIAL RECORDS BOOK
BETWEEN 1368 HUFFMAN, LLC, A FLORIDA LIMITED LIABILITY COMPANT, AND SEVEN REAL ESTATE HOLDINGS, LLC, A—�
COMPANY
TWP. =
PAGE
DELAWARE LIMITED LIABILITY COMPANY, DATED SEPTEMBER 1, 2017, AND RECORDED OCTOBER 17, 2017 IN O.R. BOOK
wILUAM J. WRIGHT, PROFESSIONAL SURVEYOR AND MAPPER, P.S.M. 6868
)TRAM FLORIDA DEPARTMENT OF
TRANSPORTATION
SEC. 15-36-40 = SECTION 15, TOWNSHIP 36
4053, PAGE 290.0, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
THIS SURVEY IS NOT VALID WITHOUT ORIGINAL SIGNATURE AND RAISED SEAL.
3.S. = CONCRETE BLOCK CONSTRUCTION
SOUTH,
RANGE 40 EAST
ELECTRONIC COPIES OF THIS SURVEY NOT VALID WITHOUT DIGITAL AUTHENTICATION PROCESS, AS PER 5J-17.062
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CERTIFIED TO:
VERDAD REAL ESTATE, INC.
SEVEN REAL ESTATE HOLDINGS, LLC
CITY NATIONAL BANK OF FLORIDA, ITS
SUCCESSORS AND/OR ASSIGNS AS THEIR
INTERESTS MAY APPEAR
FIDELITY NATIONAL TITLE INSURANCE COMPANY
VERTICAL CONSTRUCTION MANAGEMENT
HOLLAND AND KNIGHT, LLP
FEMA FLOOD ZONE DETERMINATION
FLOOD ZONE "X"
PANEL # 12111C 0277 J
REVISED 02/16/2012
AREA TABULATION
TOTAL AREA
1.20 ACRES, MORE OR LESS
BUILDING AREA
NO BUILDINGS ON SITE
PARKING:
NO PARKING STALLS ON SITE
I
I 20.00' 22.00'
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SET #5 REBAR
L.B. 8186
PAINT STRIPINGI BENCHMARK 1
I (TYPICAL)CO
ELEV=12.76' NAVD88
P.K.&DISK P.S.M.6868
U MANHOLE RIM=12.58'
I.E.(N)=5.40'(18"RCP)
I.E.(E)=5.37'(18"RCP)
N89042 33' E 100.00
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.
w SURVEYOR'S NOTES ARE SHOWN IN ALL CAPITAL LETTERS 2. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988)
3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET.
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
0 I CITY GARDENS, as recorded in deed book 187, page 408-410 BY OTHERS. BEFORE DIGGING, CALL 811
a 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
of PREMISES AT THE TIME OF THIS SURVEY.
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)
0) AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 7. HORIZONTAL ACCURACY OF SURVEY CONTROL FOR THIS SURVEY EXCEEDS THE REQUIREMENTS FOR HIGH RISK COMMERCIAL
af w ct I AS PER FLORIDA RULE 5J-17
aX 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.
a a 0 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
r a vwi WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
=z a —� 10. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305 11. ADITIONAL R/W AND PROPOSED 10' EASEMENT AREAS SHOWN ALONG S.R.5. (U.S. 1) AND KITTERMAN ROAD ARE CURRENTLY
Vi F `Q# AFFECTS PROPERTY AS SHOWN.
UNDER REVIEW, OR NO RECORDING INFORMATION HAS BEEN PROVIDED AS OF THE DATE OF THIS. REVISION (09/18/2018)
waI 12. LAST DATE OF FIELDWORK: 09/18/2018; SITE UNDER ACTIVE CONSTRUCTION AT TIME OF FIELDWORK.
z 11. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121
- I AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W.
c-
Of 0 i 12. Terms, conditions, and matters in Drainage Easement as per O.R. 4053, Pg. 2900
cn W
- l a AFFECTS LOTS 16&17 AS SHOWN, FOR BENEFIT OF PROPERTY SHOWN HEREIN
woU_ I
LOT 10 j LOT 22 LOT 21 LOT 20
I.E.=7.95'(18"RCP)
�R/W LINE
CURB INLET
GRATE=11.31'
I.E.(S)=5.21'(18"RCP) I d
I. E.(W)=5.37'(18"RCP)
I.E.(E)=6.28'(18"RCP)
P
SET L* REBAR
L.B. 8186
WOOD P.P. 1.0'W P
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SEC. 15-36-40
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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
L0
q N89°47'18"E(C) 412.00'
0
� ADDITIONAL R/W FOR
LD HARDEE AVENUE
M (O.R. 4144, PG, 1517) L6
EXISTING 0.67' BLOCK STEMWALL
TOP OF WALL ELEV=15.03' (NAVD88)
DATE: 09/18/2018
R/W LINE OF KITTERMAN ROAD
AS PER O.R. 1831, PG. 305,
AND O.R. 2569, PG. 2121
0
— — N89°47'18"E 372.
70.00'
-EXISTING CONC.
SPREAD FOOTER
7
m
DO
6
LOT 13
FND. 1" I.P.
L.B. 4942
70.00'
215.7'
CLEARED LOT
(UNDER CONSTRUCTION)
POWERLINE EL.=30'
661 \°
CONC. P.P.
1.4' N`—
�j �°
2.6'N, 1.7'E
EL.=31'
P.P. 0. 6' N;,?(o.R.
PROP. 10' EASEME T
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198.95'
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45 43 W 322.30
oAI oM_°MS
B.O.C.
#5 REBAR s 2 �A L YCURB
E.O.P. —� S89°45'43"W
R/W LINE
4f2.00'(L) 412.01'(C)
o
FND NAIL & D
CURB INLET GRATE
L.B. 8186 (TYPICAL)
I.E.(S)=5.58'(18"RCP)
ASPER
UNRECORDED PLAT
:
N
P.0
P. P.LS.38'
LE. W =5.64' 18"RCP
_489.99'(C)
I _
--DIRECTION
OF TRAVEL
S
" 6 .61' ASIS
BEAR GS)
CONCRETE
CURB ISLAND
LOT 14
222.6'
N
O
0
ABANDONED PORTION
HARDEE AVE R/W
AS PER O.R. 1838, P(
N
0 o SET NAIL & DISK L.B.8186
IN TOP OF PEPPER TREE STUMF
Lfj
70.00'
70.00'
LOT LINES AS PER WHITE CITY
GARDENS UNRECORDED PLAT
DEED BOOK 187, PG. 410
TYPICAL
v
Ln
V
O
O
v
K
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)
R/W LINE OF KITTERMAN ROAD
— AS PER O.R. 1831, PG. 305 —
rPOWERLINE
EL. � 28'
rq LOT 16
fTl
Ln VACANT LOT
W � P.I.D. 3415-502-0016-000-9
000 OWNER: 1368 HUFFMAN LLC
LIFT STATION
LID=10.48'
ELEC. PANEL
LIFT ST TI
LOT 17
w
w
w
v -m
A ON BOX
_ LID=10.32' N. R/W LINE KITTERMAN ROAD
"" AFTER DEDICATION PER
18.0'� O.R.1989, PG.43
tl 9 ABANDONED SITE ENTRANCE 20' WIDE DRAINAGE EASEMENT
C.B.S. RETAINING WALLS AS PER O.R.4053, PG.2900
I— NO CROSSING PIPES FOUND FOR BENEFIT OF LOTS 11-15
o ' — --------�//�
_ - - E.O.W. ELEV= I?
!�' 1 I P
oJ�i= oM_-
N86°36'25"W 173.7' M °"
CURB INLET
GRATE=® 25' LE.EE=5.44' (12"CMP, BURIED
I.E.( �NE1 0FCP5) E. 1 /4 SECNDI DF Sr-2
48 UND - CONC. APRI
DIRECTION OF TRAVEL MANHOLE RIM=9.06' `PAINT
LE.(N)=4.6T(18"RCP) STRIPING
KITTERMAN ROAD (PAVED R/W VARIES
I � � I LE.(E)=5.14'(18"RCP)
CURB INLET GRATE=9.43' I E.O.P. CURB INLET 3 LF
R/W LINE AS PER
I.E.(N)=5.62'(14"RCP) =8.28 R SECTION N0. 94010-
��yy oms—arms—aro—ova—ors—ors—aro—ors—as—ors—cns—cas— s—crs—°rs—°rs—ws—as—ws—ors—ars— as—as—as—as—ors—orc—ws—ors—wo '� ors—°ws—au
L - - - - - - - - - - - - - - - - — - - - - -
sw— ars
,sFIBER OPTIC POST
ABBREVIATIONS LEGEND
P.P. =
POWERPOLE �6" FM
i
P.O.C. = POINT OF COMMENCEMENT
M.H. =
MANHOLE " ""
LEGAL
DESCRIPTION:
= POINT OF BEGINNING
C.B. =
F.H. =
CATCH BASIN
FIRE HYDRANT
LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15, TOWNSHIP 36 SOUTH,
I.P. IRON PIPE
I.P. =
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
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
TYP. = TYPICAL
=
CENTERLINE
ST. LUCIE COUNTY, FLORIDA.
P.R.M. = PERMANENT REFERENCE
P.L. =
PROPERTY LINE
MONUMENT
(P) =
PLAT DATA
P.G.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
B.M. = BENCHMARK
(M) =
MEASURED DATA
OFFICIAL RECORDS BOOK 2569, PAGE 2121, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
EL. = ELEVATION
F.F.E. = FINISHED FLOOR ELEVATION
(C) =
CALCULATED DATA
S.F. = SQUARE FEET
SEC. =
SECTION
TOGETHER WITH NON—EXCLUSIVE EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A DRAINAGE
U.E. = UTILITY EASEMENT
F.B. =
FIELDBOOK
CANAL, AS CONTAINED, CREATED AND DESCRIBED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND
F.P.&L. = FLORIDA POWER AND LIGHT
P.B. =
O.R. =
PLAT BOOK
OFFICIAL RECORDS BOOK
BETWEEN 1368 HUFFMAN, LLC, A FLORIDA LIMITED LIABILITY COMPANT, AND SEVEN REAL ESTATE HOLDINGS, LLC, A
ANY
COMPANY
TWP. =
PAGE
DELAWARE LIMITED LIABILITY COMPANY, DATED SEPTEMBER 1, 2017, AND RECORDED OCTOBER 17, 2017 IN O.R. BOOK
FLORIDA DEPARTMENT OF
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
BENCHMARK 2
ELEV=9.34' NAVD88
P.K.&DISK P.S.M.6868
T. R/W MAP
500
�ov— ws ows—ns—ars
Si
10' LOTS 16 & 17 cy o —
PER O.R.1989, PG.43 0
oA+—o oM—uM—oM—o—oM—oM—o/s—oM= oM oM —OM—
B.O.C.
B.O.C.
J 2154.62'(M) E oj�
N. R/W LINE KITTERMAN ROAD
AS PER UNRECORDED PLAT N.E. CORNER OF THE S.E. 1/4
SEC. 15-36-40
I o FND. 4X4" C.M.
ri FND. #5 REBAR, P.L.S. 4942
LEANING. REPLACED WITH
8" FM #5 REBAR P.S.M. 6868
VALVE BLOCK WALL 1.1' WEST
s—on ors—ors—
'OC�oM—oM—oM—OM—
°---FIBER OPTIC POST RECEIVED
OCT 01 2018
ST. Lucie County, Permitting
SURVEYOR'S CERTIFICATE
I, WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR
AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF
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 SURVEY OF
PROPERTY DESCRIBED IN LEGAL DESCRIPTION. AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER
RECORD DESCRIPTION AND IS CORRECT THE BEST OF MY KNOWLEP'GE AND BELIEF.
WILLIAM J. WRIGHT, PROFESSIONAL SURVEYOR AND MAPPER, P S V-. `6868
THIS SURVEY IS NOT VALID WITHOUT ORIGINAL SIGNATURE AND RAISED SEAL.
ELECTRONIC COPIES OF THIS SURVEY NOT VALID WITHOUT DIGITAL AUTHENTICATION PROCESS, AS PER 5J-17.062
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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 SURVEYORS NOTES ARE SHOWN IN ALL CAPITAL LETTERS 2. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988)
LU
VERDAD REAL ESTATE, INC. 3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET.
SEVEN REAL ESTATE HOLDINGS, LLC cap 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 a AFFECT PROPERTY AS SHOWN; NO EASEMENTS SHOWN ON PLAT �F WHITE CITY GARDENS 5. THERE IS NO OBSERVED PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, OR LANDFILL ON
INTERESTS MAY APPEAR w PREMISES AT THE TIME OF THIS SURVEY.
~ 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)
FIDELITY NATIONAL TITLE INSURANCE COMPANY 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 d I AS PER FLORIDA RULE 5J-17
HOLLAND AND KNIGHT, LLP 0- z 9. Matters contained in City of Port St. Lucie Utility Systems Deportment Commercial Service
� Z I Y Y Y P 8. ALL ELEVATIONS SHOWN ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY," ELEVATION 11.505 FEET, NAVD88.
a 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
cn L) 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 3: V) WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
FLOOD ZONE "X" =z Of 10. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305 11. ADITIONAL R/W AND PROPOSED 10' EASEMENT AREAS SHOWN ALONG S.R.5. (U.S. 1) AND KITTERMAN ROAD ARE CURRENTLY
PANEL # 12111 C 0277 J via 0 * AFFECTS PROPERTY AS SHOWN.
o UNDER REVIEW, OR NO RECORDING INFORMATION HAS BEEN PROVIDED AS OF THE DATE OF THIS REVISION (09/18/2018)
REVISED 02/16/2012 wa< II 12. LAST DATE OF FIELDWORK: 09/18/2018; SITE UNDER ACTIVE CONSTRUCTION AT TIME OF FIELDWORK.
Z 11. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121
_jUj I AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W.
AREA TABULATION o�
TOTAL AREA 0 i 12. Terms, conditions, and matters in Drainage Easement as per O.R. 4053, Pg. 2900
1.20 ACRES, MORE OR LESS (n o I, AFFECTS LOTS 16&17 AS SHOWN, FOR BENEFIT OF PROPERTY SHOWN HEREIN
BUILDING AREA w�
NO BUILDINGS ON SITE
PARKING: Ij LOT 10 LOT 22 LOT 21 LOT 20
NO PARKING STALLS ON SITE
o LE.=7.95'(16"RCP)
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CURB INLET/
GRATE=11.31' I
LE.(S)=5.21'(18"RCP) I d
I.E.(W)=5.37'(1 B"RCP)
I.E.(E)=6.2B'(1 B"RCP)
I
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SET #5 REBAR
L.B. 8186
WOOD P.P. 1.0'W P
78.00' 1
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L.B. 8186
PAINT STRIPING1 BENCHMARK 1
(TYPICAL) ELEV=12.76' NAVD88
I 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) j
N89°42'33"E 100.00' [
d=
22.00'
P.O.B.
R/W PARCEL
N.W. CORNER OF THE S.E. 1/4
SEC. 15-36-40
q Gs�jy
sAs 0T 12
Fi
,0� CONC. P.P.
�R/W LINE
FND. 1" I.P.
L.B. 4942
HARDEE AVENUE (UNPAVED, 5V R/W)
AS PER DEED BOOK 197, PG, 133, AND AS PER
WHITE CITY GARDENS UNRECORDED PLAT, DEED BOOK 187, PG. 410
0
Ln
- - - N89°47'18"E(C) 412.00'
`ADDITIONAL R/W FOR
HARDEE AVENUE
(O.R. 4144, PG. 1517) M
EXISTING 0.67' BLOCK STEMWALL
TOP OF WALL ELEV-15.03' (NAVD88)
DATE: 09/18/2018
I
14
- - N89°47'18"E 372.
70.00'
EXISTING CONC.
SPREAD FOOTER
co
LOT 13
70.00'
215.7'
CLEARED LOT
(UNDER CONSTRUCTION)
LOT 14
222.6'
FND. 1" I.P.
L.B. 4942
N
P
O
O
ABANDONED PORTION ^�
HARDEE AVE R/W
AS PER O.R. 1838, P(
N
0 oZIN
SET NAIL & DISK L.B.8186
TOP OF PEPPER TREE STUMF
70,00'
70.00'
LOT LINES AS PER WHITE CITY
GARDENS UNRECORDED PLAT
DEED BOOK 187, PG. 410
(TYPICAL)
LOT 15
20' X 40' UNRECORDED
UTILITY EASEMENT
0) 18' X 40' UNRECORDED
ACCESS EASEMENT
,R/W LINE OF KITTERMAN ROAD ADDITIONAL R/W FOR KITTERMAN ROAD
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
S6 °� CONC. P.P. L4 N_ f - 1�4WERIIN - - - - - - - - - - - - - - - - J - - - - POWERLINE
.=31' PROP. 10EASEME T
`��- �, 2.6'N, 1.7'E o ELP.P. 0.6' N. '
EL 28'
B.O.C.
0
S89°45'43"W 198.95'
, "
S 45 43
f
W 322.30
-oM�oM-°M
-oM-aM-oM-oM-oM-o7r -_AA
N86°36'25"W 173.70'
E.O.W.
REBAR 2' VALLEYCURB
(TYPICAL)
E.O.P.
CURB INLET GRATE=9.42' R/W LINE7
I E (S)=5 58'(18'RCP)
S89'45'43"W 4� .00'(L)
412.01'(C)
o FND�p NAIL & D
co P C P P L S 38
6
GRATE' 8.25' I.E.=5.44'
-
(12"CMP, BURIED
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m LOT 16
Ln VACANT LOT
46
bD P.I.D. 3415-502-0016-000-9
00 OWNER: 1368 HUFFMAN LLC
LIFT STATION
LID=10.48'
_�ELEC. PANEL
N B
LOT 17
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LIFT S1A110 OX
LID=10.32' N. R/W LINE KITTERMAN ROAD
AFTER DEDICATION PER
O.R.1989, PG.43
ABANDONED SITE ENTRANCE 20' WIDE DRAINAGE EASEMENT
d
I_
C.B.S. RETAINING WALLS
�AS PER O.R.4053, PG.2900 NO CROSSING PIPES FOUND FOR BENEFIT OF LOTS 11-15
o -
S. 10LOTS 16 & 17 N o
LEV=7.1 '
tltT?
a
PER O.R.1989, PG.43
- -
M oM oM-o
oM _oM_ oM-o -oM _oM-oM-oM-oM aM oMa -
0
B.O.C.
L.d. 8186 AS PER UNRECORDED PLAT c� I.E'(5)=`F5 Ljt �CP�E. 1/4 SECNDIgF %P 48T FOUND CONC. APRON I 2154.62'(M) E.O.P.
I.E. W =5.64' 18"RCP N L _ `n
_ 489.99'(C) I_ _ N _ V
DIRECTION OF TRAVEL S 6 .51' ASIS BEAR GS) I N. R/W LINE KITTERMAN ROAD
CONCRETE CURB ISLAND « ° BENCHMARK 2 AS PER UNRECORDED PLAT N.E. CORNER OF THE S.E. 1/4
I DIRECTION OF TRAVEL MANHOLE RIM=9.06' PAINT SEC. 15-36-40
KITTERMAN ROAD (PAVED, R /W VARIES) i I.E.(N)=4.67'(18"RCP) STRIPING ELEV ISK P NAVD88 o FND. 4X4" C.M.
I I.E.(E)=5.14'(18"RCP) P.K.&DISK P.S.M.6868 FND. #5 REBAR, P.L.S. 4942
£ CURB INLET GRATE=9.43' I CURB INLET 3� LEANING. REPLACED WITH
S
I.E.(N)=5.62'(14"RCP) E.O.P. =8 28 S. R/W LINE AS PER . O.T..OTR/W MAP 8" FM #5 REBAR P.S.M. 6868
FOR SECTION N0. 94010- 500 VALVE BLOCK WALL 1.1' WEST
S.� ar-ws-ofs-as ofs-ae-oas-Ora-as-as as -ors owa-as-
FIBER OPTIC POST ° FIBER OPTIC POST
ABBREVIATIONS LEGEND
P.P. =
POWERPOLE/8" FM
P.O.C. = POINT OF COMMENCEMENT
M.H. =
MANHOLE ""
LEGAL
DESCRIPTION:
P.O.B. = POINT OF BEGINNING
C.B. =
F.H. =
CATCH BASIN
FIRE HYDRANT
LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15, TOWNSHIP 36 SOUTH,
I.P. = IRON PIPE
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
ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY
SURVEYOR'S
CERTIFICATE
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
TYP. = TYPICAL
q =
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
TOGETHER WITH NON-EXCLUSIVE EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A DRAINAGE
"7
_ -_
U.E. = UTILITY EASEMENT
F.B. =
FIELDBOOK
CANAL, AS CONTAINED, CREATED AND DESCRIBED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND
�,�t��
% -
/«?
F.P.&L.= FLORIDA POWER AND LIGHT
P.B. =
O.R. =
PLAT BOOK
OFFICIAL RECORDS BOOK
BETWEEN 1368 HUFFMAN, LLC, A PLORIDA LIMITED LIABILITY COMPANT, AND SEVEN REAL ESTATE HOLDINGS, LLC, A
-
COMPANY
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 MAPPER, P.S.M. BS68
F.D.O.T.= FLORIDA DEPARTMENT OF
TRANSPORTATION
SEC. 15-36-40 = SECTION 15, TOWNSHIP 36
4053, PAGE 2900, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
THIS SURVEY IS NOT VALID WITHOUT ORIGINAL SIGNATURE AND RAISED SEAL.
C.B.S. = CONCRETE BLOCK CONSTRUCTION
SOUTH,
RANGE 40 EAST
ELECTRONIC COPIES OF THIS SURVEY NOT VALID WITHOUT DIGITAL AUTHENTICATION PROCESS, AS PER 5J-17.062
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