HomeMy WebLinkAboutSurveyBOUNDARY SURVEY
Legal Deacrp_f
SET IRWR ROD
416—
TRACT A at CAP W17H LOT 25, BLOCK, 'D" of LAKES AT PGA VI according to
(WATER MANAGEMENT) LOP43 the plat thereof, recorded In Plat Book 43. Pa 32, of the
ISLAND POINT
Public Records of St. Lucle County, Florida.
P.B. 43, PAGES 32. ^' Survey NOfes:
32A-32F LOT 24 t �I /�/
-Y LAKES ATE ° �CE 1. 'NOT VAUD WITHOUT THE SIGNATURE AND T OR)BINAL
P s.
L 3°OOK 4JY RAPED SEAL OF A FLORIDA LICENSED SURVEYOR'
2. BEARINGS SHOWN HEREON ARE BASED ON 1H LINE
OF LOT 25, BLOCK, 'D' OF LAKES AT PGA N DING
TO THE PLAT THEREOF RECORDED IN PLAT B PAGEE((S)
R=185.00 RS• 3z 32A THROUGH 32F OF THE PUBLIC RECORDS OF T. LUi3E
L=124.24'
COUNTY FLORIDA AS BEND N 74.41'Or W (P LAT
g � - THIBTE
1.4k1.4' �' SCALE 1.2q a THE 1EGAL DESCRIPTION' HEREON WAS P4. THIS SURVEY WAS PREPARED WITHOUT BY THE
C=121.92 Q caRi N SURVEYOR PER THE CTUENrS REQUEST.
• JO /{ y;;+.�s+ /ry�. - T OF -AN
ABSTRACT OP°BON T17LL NO INSTRUMENTS OF RECORD
C6=S32'19'11 "sit G MIN. SETBACK I E0. REFLECTING EASEMENTS. RIGHTS -OF -WAY. AND/OR OWNERSHIP
(P)(M) �1 1 1 WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED.
5. ELEVATIONS BASED ON SITE BENCHMARKS PROV[DED
t J FRONT BUILDER AS SET BY OTHERS AS SHOWN ON APPROVED ONY ■
A SIDES' ENGINEERING AS-BNLTS
v PARE M1�. �0& NO UNDERGROUND INSTALLATIONS OR VISIBLE
{{++��,,/� IMPROVEMENTS ON SITE OR BEYOND PROPERTY LINES HAVE
CNR ir�:S BEEN LOCATED E%CE'T THOSE SHOWN HEREON,
h J•t,f.-�.{y.�7. BUILDING TIES SHOWN HEREON ESTABLISHED ON FINISHED
ifB• LOT 25 ,�� J�'11 ' ""'"�� WALLS AND INCLUDE DITERIOR STUCCO AND BRICK BEYOND THE
i,
FOUNDATION.
RESIDENCE/ 9008 .% 10' s 1.. RESIDENCE ADDRESS : TBD Short Chip Cirde
� 1 S70RY GB.S. a • C %y
PROPOSED F.F.. 27.00 Qr N BUILDING SETBACKS
F.F. 27.2W - FRONT 20' (SIDE LOAD GARAGE)
FIND IRON R FRONT. 25 (FRONT LOAD GARAGE)
.� a CAP YA7H REAR- 15'
2'y COLUMNS Iep1A
COVERED REAR. 3' (WITH PATIO/POOL DECK/ SCREEN)
o m (IYP.) / SIDE. 6'
to +?z J LOT GRADING TYPE 'K
__BRICK PAVER F.F.
272ED W 27.00'
\ _ _ WALK/ HIGH PONT OF ROAD . 25.50'
MODEL MEDNAH
2' VALLEY GUTTER Certified TO:
coNc PAD Amerlcan Mortgage EYecutivss, Its Suus as thier Interest yccessors
SETIRON RW BRICK PA
JOHcndNOJ. PCOLKA AND JO MARIE A. aPCOLKAr
a CAP WITH \ �¢� \ \ DRIVEWyr —55.00 p:�• American Pioneer TIUe Insurance Company
LBr71'3 \ W \=38.88 D/B/A Chelsea Tine Company
*2959 '"
ro Surveyor's Certification:
\ \ 33 P C=38.07 �y
iNi Hav=S28'01'48"W �OJ 1 hereby cwUty the attached 'BOUNDARY SURVEY'
of the hereon-dexribed roparty is W e and correct
LAKES AT� ai6� ) (P)(M) SHORT CHIP t° the best of my Ion twit, January and esliaf as
prepared under mY dDectlon on January 20. EGOS . I
PLAT BOOK°43 � � BS Go. (PROPOSED further caH eat Bua 'BOUNDARY VEY• mee4 the
i'aS 32. 37A-33 FHD IRON ROD N ezyXtt• w (c) .) (UNDER CONSTRUCTION)TRI f the uFlotriida Ad"ImmIstrotiw Coe t rule B1gn-e
F CAP N R CIEN1Q°ME S s4srse• E oDtltxiaE
1Br714J U1r T43N t D 321.32' (P) WITH PK N a D Ralph A. et0. P.S.M.
LBO 7143 . Prof —I -al Saa-yor and Mapper
Abbravlatlon Legend: Florida Registration No. 6025 Chelsea TIUe Company
P.C. - POINT OF CURVATURE Pg. - PAGE TYP. - TYPICAL ODNQ - CONCRETE E.J.B. - ELECTRIC File p05-46V
P.R.C. - POINT OF REVERSE CURVATURE NA. - NON -RADIAL U.E. - UTILITY EASEMENT C.L.F. - CHAIN LINK.FENCE JUNCTION BOX
- RADIAL
- DRAINAGE EASEMENT _ W.F. - WOOD FENCE SO. FT. - SQUARE FEET
P C.C. - POINT OF COMPOUND CURVATURE RID.
REVISION BY DATE
P.T. - PONT OF TANGENCY R. RADIUS D/U - DRAINAGE AND UTILITY EASEMENT. C a G - CURB a GUTTER W.M. - WATER METER Engineers
P.I. - POINT OF INTERSECTION L - ARC LENGTH F.F. - FINISHED FLOOR CA7V - CABLE TELEVISION RISER F.H. - FIRE HYDRANT . PlanneJS
P.
- PERMANENT CONTROL POINT a - DELTA BEL - BUILDING SETBACK LINE T - TELEPHONE RISER N a D - NAIL AND DISC LandscapeArchitects FINAL SURVEY JTF 1/21/05
P.O.L. - POINT ON LINE R.P. - RADIUS POINT C.B.S. - CONCRETE BLOCK STRUCTURE TRANS - TRANSFORMER PAD Bid. - BENCH MARK
P.R.M. - PERMANENT REFERENCE MONUMENT R/W - RIGHT-OF-WAY (P) - PLAT L.P. - LIGHT POLE PVMT. - P(�VENENT Sdrve ors FOUNDA77ON SURVEY JTF 5/02/04
C.B. - CHORD BEARING Q -CENTER LINE (M) - MEASURED PP. - POWFA POLE F.B.' - F°1D BOgt COnStrMCttOn Management STAKE OUT JIF 4 8 04
C.N. - CONCRETE NONUNENT E,. - E1F/ATION (C) - CALCULATED NG - NATURAL GROUND M.H. - MANNOLE Tp yp 2D , C hen i n e e r s . c D m
P.B. - PLAT BOOK A/C - AIR COND17ICNER (E - ENGINEERING PLAN I.C.V. - IRRIGATIgH'CON1Rq. FNO - FOUND p $ PLOT PLAN
co. - GPANOUT REC - RECOVERED 500WestFultsn8tmf,Sanfm4FL32772 P.QHor2808,Sanfor4FC32771-2808
(A) - ACTUAL Phmtz:4073=689 F4c407330.0639 CerNffenteofeuthairoffon Na7L4i