HomeMy WebLinkAboutBoundary Surveyx
U
0
IghTh to] pro-IF-114101
NIN. SETBACK; REO.
FRONT
SIDES
CNR SID S
REAR
ZNG,
FND MAG NAIL y
AND WASHER AS\
(NO ID) v.
6.10, W
\ BM#1 LOWEST FLOOR •gyp
FND 4'x4' N 1/2 OF:S 1/2 OF S 1/2 OF GOVERNEMNT LOT 2. SECTION 12 \ SET 5/8" IR FEE:26.90' J 'e \
CONCRETE 1.5'x1 5'
os N:1100583.60 COLUMN
MONUMENT `L CONC. s SEPTIC. w:
-0.091 s. _ x,ti' r E:888252.65 AREA 2_ss' N i >` ATVO
N89 54 2z E 852.79 (C) EL: 28.24' _ o
FND 3' 0.18' E r
METAL PLAT LIMITS - °HW _ - OHW
POST 10O `L W oiy CONC. DRIVE,,,Ol
L3: EM 25.00' 6
� O CONCRETE rye', h ro oi rVV rV. /
O OVERHANG
e (TYP.) o EXISTING roc,6 �0 moo° �k� Lv o o 5.58' SET 5/8" IRC ti N�ry J1 ,r
ui CBS BLD `L ' 0 ti. CO o (LB8098) 1.5'x1.5'
V FE: 31.68 O _ ONE-STORY ro
x'S x rL 0 r--- > 1.00' E OFFSET COLUMN I
.L ! A PORTION OF LOT 1. rG b. EXISTING
<J 0 P.B. 4, PG. 64 -- ---' ry°j 0" 19.78 CBS BLDG ON LINE ��
�_ END 6' VINYL. FENCE
:A
CONCRETE `'L Q. `7 I 19.05 r
Sfy. � PAD SEPTIC 1� 0' 10' 16' o xrbo'•ry�' ��` rjj `•° W PUMP HOUSE 0.12' N .(per �4
O t3: x �,ti0 C � W OD si : 0• 2 30 i� o 11.99' AROUND WELL CONCRETE DRIVE
-)A SNED ONC x > x n 0.06' S
gyp. CONC a, 0 PAD '�� ^� 1 .66' 0� SET 5/8" IF
J rro PAD rL(L68098)
z `L� rn m x `ti w rn
00 SET 5/8" IRC N89054'22"E 740.94'(C) x x ----IV () x w x N83'04'56"E 44.60' C 7a.ss'(D) ry D MAC
4
X
50 (LB8098) x x x ' HOGWIRE FENCE ry ti n 83'12'10" 44.60'( D) N� AN V
(n
S81020'16"E 34.67'(C) o
ZO 81'14'31" 34.67'(D)
S89'56'01 "W 45o00'(C) 7.
�.0 LOT 2 AND
A PORTION OF LOT 1
,\-9 P.B. 4, PG. 64
4
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
0
LEGAL DESCRIPTION:
LOT 1, OF OLMSTEAD PLACE, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND FOR 11
ST. LUCIE COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 4, PAGE 64 LESS THE FOLLOWING: IE
A PORTION OF LOT 1, OLMSTEAD SUBDIVISION, AS RECORDED IN PLAT BOOK 4, PAGE 64, ST. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS,
DESCRIBED AS FOLLOWS:
G
COMMENCING AT THE INTERSECTIONOF THE SOUTH LINE OF SAID LOT 1 AND ThE WESTERLY RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE;
THENCE RUN WEST ALONG THE SOUTH LINE OF SAID LOT 1 A DISTANCE OF 45 FEET TO THE POINT OF BEGINNING:
1)THENCE CONTINUE TO RUN WEST A DISTANCE 78.55 FEET;
2)THENCE RUN NORTH 83'12'10" EAST A DISTANCE OF 44.60 FEET; AND
2 3)THENCE RUN SOUTH 81-14'31" EAST A' DISTANCE OF 34,67 FEET TO THE POINT OR PLACE OF BEGINNING.
0
y CONTAINING 1.96 ACRES MORE OR LESS.
489'54'22"E
J, SURVEYORS NOTES AND REPORT:
MCP. �o _ 1. REPRODUCTIONS OF THIS MAP ARE'NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
t7�+ AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN
p 7�, AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17;FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE
f EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE
• Jy THIS SURVEY INVALID. W
rl yy �y 2. THE LAST DATE OF FIELD WORK WAS MAY 21, 2020. '; ui
j0 G 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY: THE CLIENT. f„ Q
4. PARCELS CONTAIN A TOTAL OF 1.96. ACRES MORE OR LESS.: O IL
r / ✓ �� 5. THIS BOUNDARY SURVEY HAS BEEN 'REFERENCED TO THE FLORIDA STATE PLANE BOUNDARY SYSTEM -EAST ZONE, NAD 83 (1990). ,LE Z V
6. SUB -SURFACE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES, UTILITY SERVICES, WERE NOT LOCATED AS PART OF THIS SURVEY. 1E Q C^ C� U IjJ LL
J 7. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. g VJ o
550'+/- 8. BEARINGS SHOWN HERON ARE BASED UPON FOUND FIELD CONTROL PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER �L > U a/ 0
H BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. IL
u41 n/ Z
AIL 'r / `1; S89'54 22 N 9• ELEVATIONS SHOWN HEREON ARE BASED ON NGS MONUMENT "872.,2274 B" HAVING AN ELEVATION OF 20.42 FEET, BASED ON GPS RTK ){ LL Q Z
1ER + r / \ INFORMATION AND IS RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. < n Q n/ Q O
10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE 4t: LL Y� U
ID) \ \ RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE �V Q ® v�W/ 0 W_
W O IMPROVEMENTS, OVER THE SCALED POSITIONS. .,., Z I"" 3. Z U
\ a� \ 11. THE OWNERSHIP OF PERIMETER FENCES; WALLS, HEDGES AND LANDSCAPING, IF ANY, SHOWN HEREON ARE NOT KNOWN AND ARE NOT;
v� LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN.
JCRETE DRIV\ 12. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF .THE INFORMATION OBTAINED OR DEVELOPED BY THE Z
UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH.F' M ^ ®
JJ o 0 N
\ 13. THE PROPERTY WHICH IS THE SUBJECT OF THIS SURVEY APPEARS TO BE SITUATE IN AN AREA OF MINIMAL FLOOD HAZARD AT THIS TIMEIL LLL
\ PURSUANT TO (UNPRINTED) F.E.M.A. FIRM NO. 12111CO281K. WITH AN EFFECTIVE DATE OF 2/19/2020, FOR APPROXIMATE DELINEATION OF IIn CO
\ THE FLOOD ZONE LIMITS, REFER TO AFOREMENTIONED FIRM PANELS 1,
Q .u,� \
\Uj
I -
a
J
LL
02 �.
b z FND 3/4" IP
(No ID) LEGEND
o w SQ. SQUARE
o
- (P) PLAT DATA FT, FEET
d x0 (D) CALCULATED
DSFROM FIELD LOCATIONS TOB TOP OF BANK D OR
sv
= w P.O.C. POINT OF COMMENCEMENT GV GASITARY VALVE VALVE
Ul P.O.B. POINT OF BEGINNING WV WATER VALVE
SYMBOL LEGEND
a
P.O.T. POINT OF TANGENCY R RADIUS
0 L.B. LICENSED BUSINESS
z ^ = GUARD RAIL wvm = WATER VALVE 0 = DIAMETER PRM PERMANENT REFERENCE MONUMENT L ARC LENGTH
rEL = AT&T RISER
0 O CB CHORD BEARING
o BFP = BACK FLOW PREVENTER ^(-• GUY WIRE ANCHOR �.. = WOOD POLE STREET LIGHT ® = DRAINAGE MANHOLE - IR/C 5/8°.. IRON ROD & CAP AS NOTED CD CHORD DISTANCE
HANDICAP =WOOD POWER POLE EBO = ELECTRIC BOX CM CONCRETE MONUMENT UGE UNDERGROUND ELECTRIC
N p� = BENCH g: `G� IR IRON, ROD
UG AT&T UNDERGROUND AT&T
o w =BENCHMARK U = HYDRANT O = TRAFFIC HANDHOLD Ed= ELECTRIC HAND HOLE O.R.B. OFFICIAL RECORDS BOOK R/W RIGHT OF WAY
PB PLAT BOOK A C AIR CONDITIONING
O ® IRRIGATION CONTROL VALVE = UNKNOWN HANDHOLD EM® = ELECTRIC METER PG PAGE /
' z M = BIKE RACK HH CBS CONCRETE BLOCK STRUCTURE
iz o EEa� = ELECTRICAL PANEL � CENTRAL ANGLE WM WATER MAIN
.0 CATV ❑ = CABLE RISER IRRP _: IRRIGATION PUMP RISER Q UNKNOWN RISER BOX PANEL EL ELEVATION
w w FM FORCE MAIN
D4 =IRRIGATION VALVE Foo. = FIBER OPTIC RISER X 0.00 = EXISTING ELEVATION ONC CONCRETE P.U.E. PUBLIC UTILITY EASEMENT
= CABLE/TV HANDHOLD CL
rn ` =LIMITS OF LANDSCAPING VAULT- = FIBER OPTIC VAULT = FIBER OPTIC MARKER No. NUMBER D.E DRAINAGE EASEMENT
S ® = CATCH BASIN LSA ® U.E UTILITY. EASEMENT
LIMITS OF TREE CANOPY p TYP TYPICAL
�w C00 =CLEAN OUT BUSH/HEDGE �, =GROUND LIGHT 4 = PARKING METER TO = TELEPHONE RISER FND FOUND P.D.E. PRIVATE DRAINAGE EASEMENT
H 0 = CONCRETE LIGHT POST �%� LIGHT POST QA = AIR RELEASE VALVE RCVD4 = RECLAIMED WATER VALVE SPIGOT STA 0/S SOFF TATION CENTERLINE
Lyo ® = MAILBOX N.A.V.D. NORTH AMERICAN VERTICAL DATUM
ol- CPR ® =CONCRETE POWER POLE = FPL MANHOLE 6y� =SANITARY VALVE =SPRINKLER VALVE
�' =METAL LIGHT POST N.G. V.D. NATIONAL GEODETIC VERTICAL DATUM
o z } = CONCRETE POWER POLE W/STREET LIGHT + =UNKNOWN TYPE MANHOLE O =SET IRON ROD NTH CAP "L.B. 6599" -¢-- =STREET SIGN F. D. 0. T. FLORIDA DEPARTMENT OF TRANSPORTATION
h 2 8 CCR CERTIFIED CORNER REPORT
= CONCRETE SIGNAL LIGHT POLE ® =' WELL ® - SET NAIL AND DISK "LB. 6599" = WATER SERVICE METER.
=SANITARY MANHOLE ❑W MM MAINTENANCE MAP
= DECORATIVE LIGHT POST -OHW- = OVERHEAD WIRE D = STORMWATER DRAIAGE MANHOLE = SIGN = CURB INLET RID. PARCEL IDENTIFICATION NUMBER
Cl _ g° Q E EASTING (OR EAST)
IJ
10250 VILLAGE PARKWAY
UNIT 201
PORT ST. LUCIE, FL 34987
M 772-462-2455
20-200
i
� ^�}"`�A nt I y. t��rfF e & h=•9'u of .*...,,.,: "
1 OF 1
MInAEC r OWE N PROFESSIONAL SURVEYOR AND MAPPE A, g SIGNATURE DATE:
FLORIDA REGISTRATION #5556
z
w
0
0
z
0
O
w
x