HomeMy WebLinkAboutPlot Plans/Surveys LOT 409LOT 543
6' WF "T" 6' WF / 6' WF END LOT 542
(OCCUPIED) (0.6'N,0.6'E) (OCCUPIED) (1.4'N,1'W) (0.6'N,0.5'W) Lakewood
(OCCUPIED) ParX ?
FIR 90' 0'0 E ' ;. _
0
S ,9.05'37" 6' WF
MFIR
; 0, E 50,00. (0.2'N) "
6' WF PAVER METAL �! FIR ^S_1,
(7.4'S,0.5-E) BRICK SHED o F
15 2' PATIO age r<
18.0' ��4.0 d• 34.7' 12.2' F a, a4 S�v wcn�
vicinity Map
LOT 544 Sq" (Not To Scale)
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N ONE—STORY M
vi RESIDENCE
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o 6.5' r
LOT 410 W 0 16.0' 1) Ms.0, 13' o LOT 545
9.3' 7.5'
(OCCUPIED) o O COVERED ;^ (OCCUPIED) LEGAL DESCRIPTION:
O ENTRY •8•
O 15-2' 21 4' G H LOT 544, HOLIDAY PINES PHASE III, according to the map or plat thereof,
Oas recorded In Plat Book 20, at Page 9 ("A" through "G"), of the Public
m ,c�i� � Records of St. Lucie County, Florida.
Z LOT AREA: 12,117 Sq. Ft.; 0.28 Acres±
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W ' '�• •r3.�, STREET ADDRESS: 4502 Poleo Pines Circle, Port St. Lucie, Florida.
Ea o „ `rgj.99' R=60.00, FIRC SURVEYORS' NOTES:
O CONCRETE., a Al \ 1. Bearings shown hereon are based on the centerline of Poleo Pines Circle as
J
O O DRIVEWAY \1 ±CENTER platted and bears N 90'00'00" E.
t O F SWALE 2. Written dimensions take precedence over scaled dimensions and distances are
\\1\ 01 t,
IQ� not to be scaled for construction and/or design purposes.
.6 _.' \ 3. All distances and bearings are as field measured and are coincident with
L=Z MITERED "PLAT" and description data unless otherwise noted.
FlRC 13,-FIRC R� b� CONCRETE 4. This drawing is not valid without the signature and original raised seal of a
Florida licensed Surveyor & Mapper.
END RET
i ell, 5. This survey is based upon a description furnished by the client, there has
CATCH ,00%' been no search of the public records done by this office.
BASIN I ",so 6. Property lies In Flood Zone "X" as scaled from the National Flood Insurance
,Op, Program Rate Map, Community Panel Number 12111CO070 J, with an effective
0 o Paleo Pines Circle date of February i6, 2012.
o; .M 7. This survey is-not covered by professional liability insurance.
13, IO a� (60' Right—of—Way) 8. City water & sewer are available in this area.
EP Pavement Width Varies 9. No underground utilities or improvements were located unless otherwise shown.
i CL Basle of Beorings) CERTIFIED TO:
--
10.19' - N9 '0000 E 64.81— JOHN E. MCDANIEL
EP SANITARY MANHOLE LEGEND Date of Last field work:07/19/2014
OS = = TELEPHONE RISER Boundary Survey
® = SANITARY CLEANOUT • = WATER TER ,e n n ett
CL = CENTERLINE RIGHT OF WAY A/C = AIR CONDITIONER PAD • Prepared on the order of:
EP = EDGE OF PAVEMENT 0 = MAILBOX
FlRC = FOUND 5/8" IRON ROD WF = WOOD FENCE Bennett Surveying, Inc. John E. McDaniel
JULY 21, 2014 & CAP (UNNUMBERED) DUE = DRAINAGE & UTILITY EASEMENT
CABLE TELEVISION RISER D = DELTA ANGLE Date of Signature WILLIAM B. BENNETT X E 8633 Son Andros Field: 1.M/BB Job No.: 14-0708
Professional Surveyor & Mapper —OHE—= OVERHEAD UTILITY LINES L = ARC LENTH Wed Palm Brash, Florida 33411
Florida Certificate No. 6353 0 = WOOD POWER POLE R = RADIUS tel: 772336.4933 Drawn: LM Dafe:07 21/2014
LS No. 7608 FIR = FOUND 5/8" IRON ROD ± = PLUS OR MINUS email: bennettaurveyingeyahoo.com Seale: 1"=20' Shset: 1 of 1