HomeMy WebLinkAbout4.7.22 FORM BOARD SURVEYSET MN NO ID
BM EL 16.42
16
.7
WM N 90°00'00" W 125.00'(P)SWALE
HICKORY DRIVE
(60' R/W 20' ASPHALT)BLOCK 63LOT 30(OCCUPIED)FFE= 18.85LOT 29LOT 28LOT 27(VACANT)LOT 7(OCCUPIED)FFE= 19.61BLOCK 63LOT 8 & 9(OCCUPIED)FFE= 18.37LOT 10(OCCUPIED)FFE= 20.60N 90°00'00" W 125.00'(P&M)N 00°00'00" E 160.00'(P)
N 00°00'00" E 160.00'(P&M)
80.00'(P)80.00'(P)
80.00'(P)80.00'(P)
N 00°00'00" E 160.00'(P&M)30'(P&M)30'(P&M)EP
EP
SWALE
CL CL
EP
EP
15
.4
15
.0
16
.8
16
.5915.016
.817.417
.4
17.717.817.7
17
.3
17
.2
SET MN NO ID
BM EL 16.58 SET 5/8" R&C"LB 8206"FND 5/8" IRNO ID 0.69' NFND 5/8" IRNO IDFND 5/8" IRNO IDN 89°40'58" W 125.01'(M)N 00°00'00" E 160.69'(M)
40'±10'±D/F±NO WELL OR SEPTIC INTEFERENCE WITHIN 75'NO WELL OR SEPTIC INTEFERENCE WITHIN 75'NO WELL OR SEPTIC INTEFERENCE WITHIN 75'OHE OHE
OHEANC6' WD/F CORON P/L6' WD/F COR0.4'N, 0.1'W4' CLF COR0.3'N, 0.3'W6' WD/F COR0.2'W6' WD/F COR0.7' N, 0.7'W(ENC)FOUNDATION
FFE EL 20.28 18.0'13.67'
10.58'26.65'25.10'12.42'4.0'7.17'10.33'
10.0'
29.25'
20.17'8.37'4.60'16.83'73.25'42.33'49.95'25.09'50.03'
49.99'
50.04'
EXISTING CONC CSCSFOOTER COLUMN
2.5' x 2.5'
CONC FOOTER9.00'52.30'24.23'24.19'13.00'16.0'16.0'31.0'
31.0'0.33'CONC POOL (UC)TOP OF CONCEL= 19.53
FND 1/2 " IR
NO ID IN C/OSAVANNAH STREET1 OF 120-2262STATE OF FLORIDA (PSM)#6285PROFESSIONAL SURVEYOR AND MAPPERROBERT F. KEMERSONWeb Site: www.velconfl.com
PORT ST. LUCIE, FLORIDA 34986
590 NW PEACOCK BLVD, SUITE 8
VELCON ENGINEERING
PHONE (772) 879-0477
CERTIFICATE OF AUTHORIZATION NO. LB 8206
& SURVEYING, LLCBOUNDARY & TOPOGRAPHIC
SURVEY
RJM CUSTOM HOMES, INC.
PREPARED FOR LEGAL DESCRIPTION:LOTS 28 AND 29, BLOCK 63, INDIAN RIVER ESTATES UNIT EIGHT,ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10,PAGE 73, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.EP= EDGE OF PAVEMENT(M)= MEASURED DISTANCE= CENTERLINECLFND= FOUNDLEGENDEL= ELEVATIONID= IDENTIFICATIONFFE= FINISH FLOOR ELEVATION= COVERED ENTRYCECS= CONCRETE SLABOHE= OVERHEAD ELECTRICCONC= CONCRETE R/W= RIGHT OF WAYCOV/P= COVERED PATIOR&C= IRON ROD AND CAPBM= BENCHMARKPSM= PROFESSIONAL SURVEYOR (P)= PLAT DISTANCELB= LICENSE BUSINESS& MAPPERMN= MAGNETIC NAIL ADDRESS: HICKORY DRIVE FORT PIERCE, FL 34945NOTES:SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS-OF-WAY, OROTHER RESTRICTIONS OF RECORD.A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THISOFFICE.ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTYBENCHMARK NAME "ROD", HAVING A PUBLISHED ELEVATION OF 15.73FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) . ALLOTHER ELEVATIONS ARE RELATIVE THERETO.BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTEDMERIDIAN, ALONG THE CENTERLINE OF HICKORY DRIVE, HAVING ANPLATTED BEARING OFN 00°00'00" E. ALL OTHER BEARINGS ARE RELATIVE THERETO.PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER12111C0281K, DATED 2/19/20. FLOOD ZONES ARE APPROXIMATE ASSCALED FROM FLOOD INSURANCE RATE MAPS.IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS ORDELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THESIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OFTHE SIGNING PARTY.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWNON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OFST. LUCIE COUNTY, FLORIDA.NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEALOF A FLORIDA LICENSED SURVEYOR AND MAPPER.THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITHTHE UNITED STATES STANDARD USING FEET.ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OFDEGREES, MINUTES AND SECONDS.LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED INOFFICIAL RECORDS BOOK 1507, PAGE 1516, ST. LUCIE COUNTY PUBLICRECORDS.PUBLIC WATER AVAILABLE.LOTS CONTAIN 20,000 SQUARE FEET.BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 11-23-20.FORMBOARD SURVEY FIELD DATE: 09-23-21.FOUNDATION TIE IN SURVEY FIELD DATE: 10-18-21.POOL TIE IN SURVEY FIELD DATE: 3-25-22.CERTIFIED TO: EFRAN AND MARIA PINEDO; RJMCUSTOM HOMES, INC.; PRIME TITLE SERVICES; OLDREPUBLIC TITLE SERVICES; MID-FLORIDA CREDITUNION.C/O= CUT OUT COR= CORNERINT= INTERSECTIONP/L= PROPERTY LINEIR= IRON ROD 610.00'(P&M)
N 00°00'00" E
BEARING BASIS
17.3= SPOT ELEVATION= WOOD POWER POLE= CHAIN LINK FENCECLFANC= GUY ANCHORWD/F= WOOD FENCEWM= WATER METERD/F= DRAIN FIELD(ENC)= ENCROACHINGST= SEPTIC TANKPROP= PROPOSEDW/L= WATER LINE(UC)= UNDER CONSTRUCTIONN:\Projects\2020\20-2262 RJM Homes - Hickory\20-2262 BNDY CAD22.dwg, 3/29/2022 8:28:42 AM, AutoCAD PDF (General Documentation).pc3