HomeMy WebLinkAboutSurvey MapsLEGEND
BM = BENCHMARK
BST = BELLSOUTH TELEPHONE RISER
C1 = CURVE INFORMATION
CE=COVERED MINSETS.
CL=CENTERLINE NE . �.S
CLF = CHAINLINK FENCE FRONT
CM = CONCRETE MONUMENT SIDES
CO = CLEANOUT CNR SIDE_
CONC = CONCRETE REAR5-0�
COVP = COVERED PATIO ZNG.
CS = CONCRETE SLAB
CTV = CABLE TELEVISION RISE
FZECH
D.E. = DRAINAGE EASEMENT
EL = ELEVATION
EP = EDGE OF PAVEMENT
ESB = ELECTRIC SERVICE BOX
F.E. = FENCE EASEMENT
FFE = FINISH FLOOR ELEVATION
FND = FOUND
HC = HEADER CURB
ICV = IRRIGATION CONTROL VALVE
ID = IDENTIFICATION
IR = IRON ROD
L1= LINE INFORMATION
LB = LICENSED BUSINESS
(M)= MEASURED DISTANCE
MHWL= MEAN HIGH WATER LINE
NAVD = NORTH AMERICAN VERTICAL DATUM
(P) = PLAT DISTANCE
P.A.E.= PRESERVE AREA EASEMENT
PRM = PERMANENT REFERENCE MONUMENT
PSM = PROFESSIONAL SURVEYOR AND MAPPER
REQ. c
1 1
R&C = IRON ROD AND CAP
LOT 6
R/W= RIGHT OF WAY
(OCCUPIED)
5MH= SANITARY MANHOLE
FFE= UPPER LEVEL 14.24
TOB = TOP OF BANK
TOE = TOE OF BANK
GARAGE LEVEL 4.84
U.E. = UTILITY EASEMENT
-'VC = VALLEY CURB
LOTS 7 AND 8 zt
WM = WATER METER
50
(VACANT)
L = LENGTH OF CURVE
„ t
R = RADIUS OF CURVE
A = DELTA OF CURVE
+pP = SPOT ELEVATION
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CURVE TABLE
LINE TABLE
C1
L1- N 46002'20"
W
3.32'(P&M)
R- 46 00' (P)
L2 - N 51047'45"
W
103.93 (P&M)
A- 27°10'27"
L3 -N 38°L7'53"
E
28.10'
(P&M)
L= 21.81'
L4 - N 38017'53"
E
33.72'
(P&M)
L5 - N 38017'53"
E
11.6' (C)
L6 - 5 48055' 38"
E
35.62'
(C)
L7 - 5 59005'32"
E
27.73'
(C)
b \�
4 � 3 4.22
\\\ �O LO 3.61
\ ,0s 0
x 3.9 M
\ �A
x 3.2 LOT 9 \ \
\m°
(VACANT) \ 2.0 4.27
o'.
6' F.E. 74 25' (P) 2.2 N 89° 30' 14"
PROPOSED LOT COVERAGE: (cp FND 11)
LOT CONTAINS = 20,156 SQUARE FEET = 100%. CM NOO ID
LIVING, COVERED ENTRY, COVERED PORCH & GARAGE = 2,806 SQUARE FEET = 13.9%.
DRIVEWAY, STAIRS & BALCONY = 1,956 SQUARE FEET= 9.7%.
POOL & DECK = 940 SQUARE FEET= 4.7%
OPEN SPACE = 14,454 SQUARE FEET = 71.7%.
N 89056'46" E 150.00'(P)
N 89040'25" E 150.23'(M)
UNPLATTED LAN05
24
END 6' CLF FND 4"x4" CM
0.4' N, 34' W NO ID
IN TREE ROOT
(DISTURBED)
0.71' N, 0.23' E
PLATTED PRM
LEGAL DESCRIPTION: r& PO, �Ip z U
0 J
LOT 9, PELICAN POINTE WEST, ACCORDING T MAP OR W z
04 J z o
PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PPAA E(5) 35, W
AND 35A, PUBLIC RECORDS OF 5T LUCIE COUNTY, FLORIDA. H Z 00
FOV W
W >5<�E
ADDRESS: 7683 PELICAN POINTE DRIVE ZOE LLd oi9
ST LUCIE COUNTY, FL. l2 d3
Tj
NOTES: W
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY,
OR OTHER RESTRICTIONS OF RECORD. z
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY 0
THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO 5'rEVLUCIE COUNTYpog�BENCH MARK "IRISH", HAVING A PUBLISHED ELATION OFf+�l
0.5880 METERS NAVD '88. CONVERTED TO 1.93 FEET NAVD'88.
ALL OTHER ELEVATIONS ARE RELATIVE THERETO. b
BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED
MERIDIAN, ALONG THE NORTHWESTERLY LINE OF LOT 9,
HAVING AN PLATTED BEARING OF N 38017'53" E. ALL OTHER
BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "AE 7", AS AS PER MAP
NUMBER 12111CO303J , DATED 2/16/12. FLOOD ZONES ARE
APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE LL
Maps. CL
CC
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR a J
DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY, I5 PROHIBITED WITHOUT WRITTEN CL T O Lu
CONSENT OF THE SIGNING PARTY. FO- > a Z
Lu
UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND °O Q ,5
FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR V) CL
W
FEATURES MAY EXIST. ¢ a Q
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT Z
SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE I..�
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. O 3
m
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD
WITH THE UNITED STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE a o
FORMAT OF DEGREES, MINUTES AND SECONDS. 9
LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED IN
OFFICIAL RECORD BOOK 2295, PAGE 2828, PUBLIC RECORDS OF
ST LUCIE COUNTY, FLORIDA.
PLATTED LOT CONTAINS 20,156 SQUARE FEET.
PUBLIC WATER & SEWER AVAILABLE. g
BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 06/05/19. %
CERTIFIED TO: WILLIAM & ANGELA ROAF; TO DRAWN BY:
BANK N.A: ISAOA/ATIMA SK
APPROVED BY:
R. KEMERSON
SCALE:
ATE:
O6 12 19
FIELD BOOK PAGES
SURVEY MAP
JOB NUMBER:
ROBERT F. KEMERSON 19-2088
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285 SHEET:
1 OF 1
N:\Projects\2019\19-2088 AR Homes - Pelican Pt\19-2088 BNDY C3D2020.dwg, BNDYTOPO, 2/17/2020 9:49:57 AM