HomeMy WebLinkAboutPlat Of Survey 8-16-19 GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
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REPORT OF SURVEY: 1 inch 20 ft.
• TYPE OF SURVEY: BOUNDARY&TOPOGRAPHIC North
• THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
1717 INDIAN RIVER BLVD. SUITE 201 1
VERO BEACH, FLORIDA 32960
• PROFESSIONAL SURVEYOR&MAPPER IN RESPONSIBLE CHARGE: \ N7U
MATTHEW CROWLEY P.S.M.#7214 \ \ Doi LL!@•,,y• \
• THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE
AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE.
• ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
THEREOF. N O O
• THE LAST DATE OF FIELDWORK WAS: 05130/19. VOL
• BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE BENCHMARK p
NOT CERTIFIED TO,THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. FD 4"X4" CM WITH PLATTED MEAN HIGH WATER LINE. �+ O
NAIL & DISK `T\\ \ "+cr z m
• THE BEARING BASE FOR THIS SURVEY IS N89°58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 15 AS -4
SHOWN ON THE PLAT THEREOF. A LB#7903
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND o ELEV.=5.15' NAVD op\pN
6 HIGH CONC.
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. WALL WITH
\ ye N o
• NO INSTRUMENTS OF RECORD REGARDING EASEMENTS,RIGHT-OF-WAYS, OR OWNERSHIP WERE COLUMN x5• LOT 14
SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. \~ 92 F-TYPE (VACANT)
• NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. \ xa' GUTTER PVC PIPE 4' xk93
• UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. x . x650 m C\ OUT OF GROUND \
FD 5/8" RIC T'173a x'+4k
• LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. ILLEGI E
• UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. EXOTICS x913' c7l x169
FD 5/8" IRC 9a ' h ` \ x1259 10' DIA. `v
• THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES"VE-11",AND"AE-7" PER �2 -
LB#7903 39° 12" afia \ 7
FLOOD INSURANCE RATE MAP#12111C0303 J, DATED FEBRUARY 16TH, 2012, a. \t_ g?,;� 2 !�
a (REFERENCE BEARING W/ AIL& DISK -.\ �„ EXOTICS +0 xa66
EDGE OF 9•
• THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM(NAVD)OF 3.S7' SEA GRAPES °o 28'x r
1988.THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT"A1A94-08-BM72", O "s• x D 4"X4" CM 5 DIA. 919�, �
fii I 20 BSB FROM o 6,fr ) es +o 0?6 /
ELEV.=3.51'NAVD'88. SITE BENCHMARK IS AS SHOWN. 3• x ACK OF CURB LB#959 10'2 x9 963 tl x1• x- n
J65 N893B'14 E 31B.55 ' N8958'14 E 64.61' �'
. THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 3 x3.30 6 x 3° AC PAD 172.5E 9s a '
�' . afi \ �9, 1.T �. 74.45',I
1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. ;. EL.=7.05' to'1 \7+ PVC PIPE 4' x N ` O
60 I x J.34' 86 A �� — — — O 3� 9 5<9• + tN
• THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON J' `� 24. y OUT OF GROUND 98
6 45 J.2' 61:9 1
INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM 4B3 kfi 4" CLEAN .„ . . . NCE ,}0p0 z +�� ' ? g0 xp51 tJ
LAND BOUNDARY INFORMATION SYSTEM(LABINS)WEBSITE. i OUT ' o, E510E . '•^.._y x1p23 x9• `°,
. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR 5Ai xk•5s 12" BRICK PA VER °' OF R h - \ - .1f ) 53
PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. kP DRI VEWA Y 4 OM O. . QEOK , CO VERED to 0 99 �, x '
0 5 gO P POOL 21' o
12„ ac 11g EOOE OF 6.6T DECK 73 \ 0 G+ Ilk'
\ +0' 9 3 ,^ GO In 94 ems . ) x9 ....,,. xy0
x5p5 Sn \ �`• to\ x12. m \ a9 ryb x., u9•yk
3b4.3, Ak,p1. 17.00' V a \ V \ v 13 m ,xt°• +e' 3'
0N� 12„ o, ?s .O 4.3'a 77. . . . �. Z \ tJ1 1y W \ x1°36 xa
Q. /� �p N + p ga ,p02r. LOT 15. .N `° ` \ \ �- \ x9S5 ' 911w 1 N 66
Legend & Abbreviations: (symbols not scaleable for size) x o T cn 5• CANDLEbER/NO +� x1• MEAN HIGH WATER LINE °
1y 2 a t 5a5 �, I. `� l Lr x•
PLS — PROFESSIONAL LAND SURVEYOR — GUY WIRE c^ J. .zG1 10" A ;. SINGE .FAY1L.Y . . . SECOND GE (➢F ;+0 02"x ELEVATION 0.51' NAVD
Q 4 �,' z6' ' RESIDENCE POOL I \ FLOOR DECK OTIC� ` +°' '�:-. 35
PSM — PROFESSIONAL SURVEYOR & MAPPER `O•o — WOOD UTILITY POLE p �O �, x 83' S \�. N 96 35 � )o'x x?5y DATED 04/26/17.
LB — LAND SURVEYING BUSINESS ® — TELEPHONE SERVICE v \�U x[3 g8 0 FF.ELV=7. �5 NA t/D o +°' x+3' j0' _J/ m
— CENTERLINE ® — CABLE T.V. BOX 7O �' `n u 6 Foy. . SPA ( EDGE OF
R - RADIUS ® - ELECTRIC BOX �Q o ` :h POOL 6 m xi+"fi � y SEA OATS °
L - LENGTH - LIGHT POST /�3y "\ w N r 5 �_ \ a, 3s.' EO�E P DECK h' \ \ x1° 5 ) i 1
`l x5• c0
z v +•+ v ^ OM STAIRS 9sr °�
A — DELTA ANGLE — WELL —�7 ,, �„ p m R 51.6' . � SLABR POOL 66 �\ ( °bo
/ o \ ! \ v' 'CI 1 89.6—(OA), — BSB 38" +y `fxl0.1T �o ki x x1
E P — EDGE OF PAVEMENT — HYDRANT \
B/C — BACK OF CURB �4 — GATE VALVE D \ x . o' xagl EL=7.05' ` 1 } ( x+a o9x 1• \
B.M. — BENCHMARK ®9 — IRRIGATION VALVE :c\ �, 1B2.28
POC — POINT OF COMMENCEMENT — WATER METER \ J x 6 1 N8958'14 E 314.32" ss k i'.I 9 '� x ' to or 1 cr' ab x 50o x AC PAD OO 1?6 6 za.. �r g3o.40. NB93B'14 E 67.82' ,r �•
POB — POINT OF BEGINNING — SANITARY MANHOLE 4;�' xa9 s?e• + x
O EL.=7.05' EQUIP. PAD O + C 70.4r
o — (PCP) PERMANENT CONTROL POINT ® — SANITARY SERVICE FD 5/8" IRC 3•� 3 c x 3) EXOTIC.
1 EL.=7.05' xk?5
PCP — PERMANENT CONTROL POINT ® — SEPTIC TANK � LB#7903 � 8 DIA.
❑O - (PRM) PERMANENT REFERENCE MONUMENT ® - DRAINAGE MANHOLE .J 555 F-TYPE FD /8" IR(
PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET ' 460 14"GUTTER LB# 59 , x15 x °y1)
O - (IP) IRON PIPE ® - SURFACE INLET 3
IP - IRON PIPE ® - MITERED END SECTION 91' ? \ '\ 48a x2
OO - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE ; fio k11 g°
IRC — IRON ROD & CAP —o— — STREET SIGN FD 5/8" IR 10 z• \
ID — (CM) CONCRETE MONUMENT 13.5 — PROPOSED GRADE (NO IDENTIFICATION)
CM — CONCRETE MONUMENT NAVD — NORTH AMERICAN VERTICAL DATUM 39° afis a6D LOT 16
FD — FOUND yy3•`J — TYPICAL ELEVATION fii 5 0 -+
M — MEASURED 6' HIGH CONC. m t � COASTAL CONSTRUCTION CONTROL LINE
( ) A/C — AIR CONDITIONER WALL WITH x (VACANT) x5y n ` PER PLAT BOOK 19, PAGES 8A-8G,
(DC) - CALCULATED CONC. - CONCRETE t? \ \
COLUMN �' 4801 n RECORDED DECEMBER 12, 1978. vA
F.F. - FINISH FLOOR
(OA) - OVERALL BSB - BUILDING SETBACK LINE 6 Il'
CCR — CERTIFIED CORNER RECORD xk' n \ Cn
(3`,) — BEACH DAISIES W/ DIA. F.F. — FINISH FLOOR co \
EL./ELEV. — ELEVATION
— SEA GRAPES W/ DIA R/W — RIGHT OF WAY ZIP
(3'1 — SEA OATS W/ DIA. AB — AS—BUILT —t
— ) a
P/K — PARKER—KALON ACCESS, UTILITY, - —
�V� DRAINAGE, LANDSCAPE 6°
STRANGELR FIG W/ DIA. B 1 — FICUS W/ DIA. AND WALL EASEMENT 9; —Rabb xa8 x6.°1 — —
�`���222IItJJJ 7_
N
BANYAN TREE W/ DIA. IRON WOOD W/ DIA.
PALM TREE W/ DIA. COASTAL CONSTRUCTION LINE AS RECORDED \
IN PLAT BOOK 26, PAGE 26-261, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOT 17
o RECORDED SEPTEMBER 15, 1988. (VACANT)
v \
COASTAL BARRIER
LEGAL DESCRIPTION: RESOURCES SYSTEM (CBRS) LEGEND
10-01-1983 CBRS Area
BEING A PARCEL OF LAND LAYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST,LUCIE FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR
COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: SUBSTANTIALLY IMPROVED ON OR AFTEa ocToeER o1.1se3IN DESIGNATED
11-16-1990 CBRS Area
BEING ALL OF LOT 15,AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2,AS RECORDED IN PLAT BOOK 54, FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR
PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16, 1990 IN
DESIGNATED CBRS AREAS.
Boundaries of the John H. Chafee Coastal Barrier Resources System
(CBRS) shown on this FIRM were transferred from the official CBRS
source maps) for this area and are depicted on this FIRM for.
CERTIFIED T Informational purposes only. The official CBRS maps are enacted by
1. PHOENIX HOMES Congress via the Coastal Barrier Resources Act, as amended, and
maintained by the U.S. Fish and Wildlife Service (FWS). The official
CBRS maps used to determine whether or not an area is located within
the CBRS are available for download at httpWwww.fws.gov. For an
official determination of whether or not an area is located within the
CBRS,or for any questions regarding the CBRS,please contact the FWS
I.
,a If office for this area at(772)662-3909.
t er -71 { -UCH
MERIDIAN TYPE:BOUNDARY& TOPOGRAPHIC REVISIONS PLA T OIL SUR VEYFOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF
PROJECT#17-001 LOT 15 4. 07103119 REVISEFINAL AD THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW.
LAND SURVEYORS DA TE: 06114119 F.B. 250 PG. 55 3. 07102119 REVISELABELS AD RECErvEn
1717 INDIAN RIVER BLVD, SUITE 201 PHOENIX HOMES
DRAWNBY.•D.B. 2. 07101119 POOL BASE Mc � AUG2c�2U1�
VERO BEACH, FL. 32960 LB#6905 SCANYNE.. r
PHONE: 772-794-1213, FAX: 772-794-1096 cHEcxEDBY' C.H.B. 1. 06125119 FINAL DB BURKE RESIDENCE ST LUCIE G01 I^' ( /� Pe 1ttlinB%artflne't
_ County
EMAIL: LB6905@BELLSOUTH.NET SCALE: P'0 SHEET: 1 OF 1 NO. DATE DESCRIPTION BY MATTDEW 0?oWLEY P.S.M. #7214