HomeMy WebLinkAboutBOUNDARY SURVEY BOUNQAFRY SURVEY
LEGAL DESCRIPTION: o% SURVEYORS NOTES:
(Supplied by Client) "' 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON,
LOT 25, WATERSTONE PHASE 3, , 2. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN,
ACCORDING TOTHE PLAT THEREOF
N
I
AS RECORDED IN PLAT BOOK 91, 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS PAGES 21 THROUGH 31, OF THE OTHERWISE SHOWN. I I
PUBLIC RECORDS OF ST. LUCIE o 4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
COUNTY, FLORIDA. 12111CO070 J DATED: 2-16-12.
N 5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
o AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED
ABBREVIATIONS: a BY A DETERMINATION AGENCY,+
O= SET 5/$" IRON REBAR WITH 6, BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE�OF
YELLOy. CAf� IyIARKED "PSM5543" LOT 25 AS BEING ASSUMED TO BEAR NO0'20'51"E, j
FD = FOUND 5/8 IRON REBAR 7, U,E. DENOTES UTILITY EASEMENT, D.E. DENOTES DRAINAGE EASEMENT,
RI )Y� = IGHT OF WAY 8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
P = PLATTED D THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOME!
C = CALCULATED € M CONSTRUCTION. ACCURACY=1 FOOT IN 7.500 FEET OR BETTER;
= RADIUS OF CURVE 9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
L = LENGTH OF CURVE THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEV�TION �U= DRAINAGE PROPOSED oti = EXISTING ELEVATION
OH-OH-OH- = OVERHEAD RES x!v
AND EXISTING
X-X-X- = CHAINLINK FENCE ryoti = PROPOSED ELEVATION
-0-0-0= PLASTIC FENCE
0-0-0- = WOOD FENCE PROPOSED PLOT PLAN
CONC. = CONCRETE '
C.P. = CONCRETE PAD �(OuBjEdT To dONTRAdTo& HEALTH DEPT., AND BUILD1Nd DEPT. APPROVAL)
Cov.= COVERED
V ATE1(,POWER ELECTRIC ALL ELEVATIONS SHO)NN HEREON ARE
® METED'POLE BOX BASED ON NORTH AMERICAN VERTICAL
LIGHT®SEWER 0 CLEAN FPL DATUM OF -1988 N.A,V.D.'88
POLE VALVE OUT BOX ( )
50' R 1'I 20' ASPHALT ROAD SITE BENCHMARK "NAIL DISK"
/11
FD NAIL DISK PAINTED IN ROAD ELEVATION
"LB 5610" QALFI CIRCLE = 20.20 N.A.V.D. '88
0 —_—_ S89'42'04"E _ 537,23' S89'42'04"E 94.96' 4--
465.11• — ----- NOT FD
72.12' ----- -------��
ss
of b
N
N� S89`42'0 "E 72.10' ;�
PROPOSED 4' SIDEWALK
FD IRC 20.3 ,
"1'SM 6330" 20,7 10' U.E. Loa FD IRC
—
"PSM 6330"
3
In
N C
o O
PRD 2 6'
DMVI AY
6.20
O coy M
6.19
O O
$ '•
LOT 18 BLOCK 2 NN WATERSTONE PHASE ONE
v o FFE = 22.82
NON - PROPOSED RESIDENCE r
,—a n c4 MODEL #265 CR3 CAR L0
�� +21.6 FE = 22, 0
N
> 0 O
O O
(/) Lµu Z
a8T f ff I&OD 6.16
LOT 25
M VACANT 9
CONC
FD IRCtM2O8
2,6 W06330"
ENT
"PSM 6330" 4 LOT 17 BLOCK 2
S89°42'04"E 71.99' WATERSTONE PHASE ONE
FFE = 22.50
PARCEL L-5
WATERSTONE-PHASE(PB 52,, PGS 5 E 4 )