Details
- Category
- Vendor
- Know It Now, Inc.
- Date
- Aug 10, 2017
- Processed
- Mar 23, 2026 7:43 AM EDT
- Original File
- 1285_GASPARILLA_SURVEY.pdf
Summary
Certified boundary survey of 1285 Gasparilla Dr. NE, St. Petersburg FL 33702, prepared for Richard & Elizabeth Shafer, Navy Federal Credit Union, Old Republic Title, and Skelton Willis & Wallace LLP. Field work 8-8-17, signed 8-10-17.
Notes
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OCR Text
A portion of Lots 3, 4, and 5, Block 5, RIVIERA BAY SECOND ADDITION PARTIAL REPLAT AND ADDITION, according to the plat thereof recorded in Plat Book 91, page 55 through 59, Public Records of Pinellas County, Florida, being more particularly described as follows: From the most Northerly corner of said Lot 4 as the Point of Beginning; thence N. 63°09'32"E., 20.00 feet; thence S.03°13'02"W., 124.64 feet to an intersection with the Northerly line of Gasparilla Drive, (a 50 foot common area); thence along said line by the arc of a curve to the left, Radius 50.00 feet, Arc 62.71 feet, Chord S57°17'13"W., 58.68 feet; thence N.68°38'37"W., 89.28 feet; thence N.21°39'41"E., 71.43 feet; thence N.63°09'32"E., 106.82 feet to the aforementioned Point of Beginning.
BOUNDARY SURVEY
1285 GASPARILLA DR. NE
ST. PETERSBURG, FLORIDA
33702
C-1
R=50.00'
T=36.24'
L=62.72'(M) 62.71'(D)
CB=S57°23'48"W
CH=58.69'(M) 58.68'(D)
CB=S57°17'13"W(D)
N63°09'32"E 126.82'(D)
N63°19'22"E 127.14'(M)
MANGROVES
FCM
4X4
N21°39'41"E 71.43'(D)
N21°32'34"E 71.80'(M)
PART OF
LOT 3
BLOCK 5
FIR
RET. WALL
REMAINING
LOT 3
BLOCK 5
N68°38'37"W 89.28'(M)(D)
FIP
GASPARILLA DR NE
S3°13'02"W 124.64'(M)(D)
WDF 0.4'OFF
FCIR
REMAINING
LOT 5
BLOCK 5
PART OF
LOT 5
BLOCK 5
FCIR
LB7410
2-STY
RES # 1205
LOT 4
BLOCK 5
WOOD
PLATFORM
18.00'
15.46'
10.00'
13.20'
C&V
C&V
CONC
18.40'
9.80'
9.40'
9.80'
13.37'
23.80'
8.50'
16.50'
21.10'
12.20'
8.60'
7.70'
15.10'
15.20'
13.40'
22.48'
21.91'
33.60'
9.89'
48.94'
CONC
DRIVE
COLUMNS
CSW
EXIT
5'UE
C-1
17.43'
AC
9.99'
27.99'
86.17'
106.82'
106.82'
POOL
SPA
POINT OF
BEGINNING
MOST NORTHERLY
CORNER LOT 4
34.57' TO RW TURN
34.57' TO FIR
NOTE: 1-PROPERTY LINES AND OR IMPROVEMENTS SHOWN WERE PHYSICALLY LOCATED BY FIELD SURVEY; 2-MONUMENTS FOUND OR SET ARE SHOWN, CALCULATED LINES AND INFORMATION IS NOTED BY (C); 3-COMPUTATIONS OF LINES AND OR DATA NOT FOUND ARE SHOWN AS (C); 4- ACCURACIES OBTAINED IN THIS SURVEY IS GREATER THAN (RURAL) 1' IN 5000', (SUBURBAN) 1' IN 7500', (COMMERCIAL) 1' IN 10,000'; 5-PRIOR TO SURVEY INFORMATION OBTAINED WAS LEGAL DESCRIPTION FROM CLIENT OR FROM PUBLICLY PUBLISHED COUNTY TAX COLLECTOR SITE, RECORDED PLATS AND OR SECTION CORNER RECORDS IF APPLICABLE; 6-IF ONLY A DIGITAL SURVEY COPY IS REQUIRED A SURVEY REPORT WILL BE PLACED IN FILE. THE DIGITAL SURVEY IS NOT FULL AND COMPLETE WITHOUT THE SURVEY REPORT FILE.
THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CURRENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE OR GUARANTEE THE TITLE THERETO WITHIN ONE YEAR OF THE FIELD DATE NOTED ON THIS SURVEY.
(C) 2017
COVERED
ENTRANCE
E
SCREEN
ENCLOSED
AREA
P
SCREEN
ENCLOSED
WITH POOL
x
CHAIN LINK FENCE
0 15' 30' 60'
SCALE: 1"= 30'
WOOD FENCE
NOTES: (1) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE IF LOCATION OF EASEMENTS OR RIGHTS--OF--WAY OF RECORD, OTHER THAN THOSE ON RECORD PLATS, IS REQUIRED, THIS INFORMATION MUST BE FURNISHED TO THE SURVEYOR AND MAPPER. (2) IF APPLICABLE, FENCES SHOWN MEANDER ON OR OFF LINES. (APPROX.) (3) NO EXCAVATION OR MAPPING OF UNDERGROUND IMPROVEMENTS HAS BEEN PERFORMED. (4)CORNER MARKERS ARE 1/2" DIAMETER UNLESS NOTED OTHERWISE.
BASIS OF BEARINGS IS R/W LINE (USING PLAT BEARING OR ASSUMED) UNLESS NOTED OTHERWISE
LEGEND: (C) = CALCULATED, C# = CURVE NUMBER, CB= CABLE BOX, LP= LIGHT POLE, C/S = CONCRETE SLAB, CLF = CHAIN LINK FENCE, CONC = CONCRETE
CSW = CONCRETE SIDEWALK, (D) = DEED, DE = DRAINAGE EASEMENT, EB= ELECTRIC BOX, EOW = EDGE OF WATER, E/P = EDGE OF PAVEMENT, (F) = FIELD,F/C = FENCE CORNER,
FCIR = FIR CAPPED, FXC = FOUND X-CUT, FCM = FOUND CONCRETE MONUMENT, FIP = FOUND IRON PIPE, FIR = FOUND IRON ROD, FN = FOUND NAIL, FND = FOUND NAIL & DISK
GA = GUY ANCHOR, ID = IDENTIFICATION, (M) = MEASURED, MH = MANHOLE, NCF = NO MARKER FOUND, O/A = OVERHEAD WIRE, O/A = OVER ALL, (P) = PLAT, P/E=POOL EQUIP.
PP = POWER POLE, POB = POINT OF BEGINNING, POC = POINT OF COMMENCEMENT, PRM = PERMANENT REFERENCE MONUMENT, R/W = RIGHT OF WAY, SIR = SET 1/2" IRON ROD
LB 6912, SND = SET NAIL AND DISK LB 6912, TNF= TRANSFORMER, TOB = TOP OF BANK, TP= PHONE PEDESTAL, UE = UTILITY EASEMENT, WM = WATER METER,WDF = WOOD FENCE
Know It Now, Inc.
Florida Business Certificate Of
Authorization Number LB 6912
LOCATION = 2011 HEIDELBERG AVENUE, DUNEDIN, FL
VOICE 727-415-8305 FAX 727-736-2455
CERTIFIED EXCLUSIVELY TO THE BELOW PARTIES
Richard James Shafer and Elizabeth Hedden Shafer
Navy Federal Credit Union
Old Republic National Title Insurance Company
Skelton, Willis & Wallace, LLP
I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT TO SECTION 472.027, OF THE FLORIDA STATUTES AND CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATION CODE.
Surveyor & Mapper Number 4636
DATE OF FIELD WORK: 8-8-17
FLORIDASURVEYOR@AOL.COM BILL HYATT
Digitally signed by BILL HYATT
DN: cn=BILL HYATT, o=KNOW IT NOW, INC.,
ou=SURVEYOR,
email=FLORIDASURVEYOR@AOL.COM, c=US
Date: 2017.08.10 13:32:41 -04'00'
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