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HomeMy WebLinkAboutFormBoard SurveyLOT 107 LOT 110 (OCCUPIED (VACANT) FFE= 29.00 NO WELL OR SE o INTERFEREM H WITHIN 75 4� " z z tih� I I I I 12.5012.50' LOT 111 (VACANT) 25' BE N OD W CD W W 10 zz 8" I I 10" " 1W 10" G 101, H Uj New 10 o z z LOT 112 (VACANT) I I ABBREVIATIONS LEGEND A/C AIR CONDITIONING EP EDGE OF PAVEMENT N NAIL NA NON -APPLICABLE SLP S.S. STREET LIGHT SUPPORT : SANITARY SEWER AC AL ACRE ALUMINUM ESB ESMT ELECTRIC SERVICE BOX EASEMENT NAVD . NORTH AMERICAN VERTICAL DATUM SPC : STATE PLANE COORDIN. ANC ANCHOR EX. EXISTING NGVD NATIONAL GEODETIC VERTICAL DATUM ST SEPTIC TANK AP .ANCHOR POLE EXT EXTENDED NO NUMBER NOT SCALE STD STU STANDARD STORY APRX APPROXIMATE FNC FENCE "F"CURB ONTSIA AL 0/5 OVERALL SV SANITARY VALVE ASP BLE E ASPHALT BRIDAL PATH EASEMENT FC FDC - FIRE DEPARTMENT CONNECTION O/5 OFFSET OE OVERHEAD EASEMENT TA TA TOP OF ASPHALT TOP OF BFP: BACK FLOW PREVENTOR FECRR FLORIDA EAST COAST RAILROAD OHE OVERHEAD ELECTRIC TM '.TAX MAP BLDG :BUILDING FFE FH FINISHED FLOOR ELEVATION HYDRANT OHU OVERHEAD UTILITY TMH TELEPHONE MANHOLE BLK BM BLOCK BENCHMARKS .FIRE FND . FOUND OR OFFICIAL RECORD TOB TOP OF BANK BOC BACK OF CURB - FOC FACE OF CURB ORB OFFICIAL RECORD BOOK P/C PROPERTY CORNER TOE TP TOE OF SLOPE "TRAVERSEPOINT BP BOW BRICK PAVERS BACK OF WALK FOW FPL : FACE OF WALK FLORIDA POWER&LIGHT P/L PROPERTY LINE TR TELEPHONE RISER BO SR BEARING GA GREEN AREA P PLAT PAVE . PAVEMENT TRANS TSB TRANSFORMER TRAFFIC SIGNAL BOX BARBED WIRE -&A GAS MANHOLE PB PLAT BOOK TT : TIN TAB Cl CURVE INFORMATION ' GND GROUND PPOINT OF CURVATURE TWP . TOWNSHIP CAT CULPEPPER & TERPENING GRp GRINDER - Pe POINTCOMPOUND CURVATURE TYP TYPICAL C/O :CUTOUT He HCP HEADERCURB HANDI-CAP PCO PRESSURERE CLEAN OUT (SANITARY) U!C UNDER CONSTRUCTION C CATV CALCULATED _ CABLE TELEVISION BOX HDPE HIGH DENSITY POLYETHYLENE Pep PERMANENT CONTROL POINT PF PLASTIC FENCE U.E. UP UTILITY EASEMENT UTILITY POLE CB .CATCH BASIN HGW HOG WIRE PG PAGE UP,: UTILITY RISER CBS - CONCRETE BLOCK STRUCTURE. HW HEADWALL - PI POINT OF INTERSECTION UW 'UNDER WATER CHD Cl CHORD CURB INLET HYD ICY HYDRANT - CONTROL VALVE PRKG PARKING VC .VALLEY CURB CL CENTERLINE .IRRIGATION ID IDENTIFICATION PK&D PARKER KALON NAIL AND DISK PK/TT PARKER KALON NAIL AND TIN TAB VLT WD .VAULT WOOD CLF CHAIN LINK FENCE ILL INT ILLEGIBLE INTERSECTIONS PLS PROFESSIONAL LAND SURVEYOR WL WATER LINE CM CMP CONCRETE MONUMENT CORRUGATED METAL PIPE - INV POB POINT OF BEGINNING VIM WATER METER .INVERT IP IRON PIPE - Poe POINT OF COMMENCEMENT WP WELL POINT CO COR CLEAN OUT CORNER IP&P IRON PIPE & PLUG PP POWER POLE WEE WOOD POWER POLE CONC . CONCRETE IR IRON ROD PRC POINT OF REVERSE CURVATURE PRO PRORATED DISTANCE WS WV ! WATER SERVICE WATER VALVE CONST COV CONSTRUCTION COVERED IRR IV IRRIGATIONS IRRIGATION VALVE PROP PROPOSED CE COVERED ENTRY ICV IRRIGATION CONTROL VALVE - PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL REFERENCE URVEYOR & MAPPER COVP COVERED PORCH LW IRRIGATION WELL pSWL PLASTIC SWALE TREE LEGEND CPP CPPZPE CONCRETE POWER POLE CONCRETE EDPLASTIC PIPE L La LENGTH LICENSED BUSINESS PT POINT OF TANGENCY P.U.E. PRIVATE UTILITY EASEMENT t5 A CONCRETE SLAB DELTA ANGLE F LME LME LIFT STATION LAKE MAINTENANCE EASEMENT PVC POLYVINYL CHLORIDE PINE TREE b/F" DRAIN FIELD LOC LOCATION R&C ROD AND CAP R/W RIGHT-OF-WAY D DEED INFORMATION "D"CURB LP LS LIGHT POLE LICENSED SURVEYOR R RADIUS DC D.E. '. DRAINAGE EASEMENT M - MEASURED RCP REINFORCED CONCRETE PIPE DI DROP INLET MAX MAXIMUM RFL ROOF LINE RGE RANGE '. DIA DIAMETER MB MEAS MAILBOX MEASURED RLS ' REGISTERED LAND SURVEYOR DIP DUCTILE IRON PIPE : DRAINAGE MANHOLE MES MITERED END SECTION RP RADIUS POINT DUE DRAINAGE & UTILITY EASEMENT: MH MAN HOLE : RR RAILROAD RRS RAILROAD SPIKE EC EDGE OF CONCRETE MHWL'- MEAN HIGH WATER LINE S/W SIDEWALK ECP ELECTRICAL CONTROL PANEL MIN MINIMUM SMH SANITARY SEWER MANHOLE EL ELEC 'ELEVATION ELECTRIC MN MN40 MAGNETIC NAIL MAGNETIC NAIL & DISK SBT SOUTHERN BEU, TELEPHONE ELEV ELEVATION MIT MITERED END SEC SECTION SF SQUARE FEET EM ELECTRIC METER MW MONITORING WELL SHP SHIP SPIKE OR SOLT E NC EOW ENCROACHMENT EDGE OF WATER. M&S N&D METES AND BOUNDS NAIL AND DISK SLCR ST LUCIE COUNa Y RECORDS Z Z 4' 0a (H� uN � O h o y ^ O Y LL N z w � ~ � V U 3 LOT 106 v W Qw_jzt occuPr o , w z - ( (OCCUPIED) SABLE CREEK, PHASE II QC w Q h 0 w FFE= 28.56 NO WELL OR SEPTIC LOT 105 /�y ,D� w Z F (OCCUPIED) V {n ¢ o; 'Y INTERFERENCE FFE= 28.48 �i H O\ 0 WITHIN 75' J w NO WELL OR SEPTIC a INTERFERENCE I W a WITHIN 75' z ~% v va 16 : N 'Va 0 M QHw 7 N 41012'53" W 471.2T (P) z ti^ �o z o * R� N 41°10'47" W 471.40 (M ti ti w z m y RADIAL );: — — 12 o (RADIAL) 14' �`t;. ,„.'12„ :. h— '�,,,'- w,..:.,. w q w 286.94` c' .9b 36 8 ,f;:.` z 18" i ' 14 07.50" of 14.33' N N m 47.21' 101,V I V 4:.,, W 198.54' o " 8" H W 18" : 25.0' 62.51' s�E... 4 ' 'aa:` $ '"StE":. „ a p h o :,. 12' - o FORMBOARD 12 30.94' �. 6 'seta 8 ,8 6" ?s ��A 21 Za g o M TOP OF FORM oM 9.15 FORME ^4.15' x4s ", 10,,.. •,,:.. .� 0.. �Z' Z EL= 27.92 TOP OF FORM zaa' w EL= 27.65 184.94' 25.0' 7.48' ,^ 80.52' N 133' `0 O I i N 1 a 78.50 m N 28.13' r` zJ 77.35' ro 2.33' 'r' 4 x '. z m Uj ' 302.07' 58.33• 0 ti f g" fit 1U, J 2.33' 77.88 :"k C '29.46' 10° LOT 104 : ;' 301' 12" C4 ^ NO 16'101, ,..10 Lu 7 `fC Lij u� - d. 00 10 12„ 6" N N 81. ,o , r z N °10 _ 4 II� 3 DI z 4 ® o M z N 43034'09" W 470.00' (P) ' a '14° z N N 43032'48" W 470.04' (M) tip^• po'h ti o ti -- ti — z z u_ZHmF- f o tia LEGAL DESCRIPTION: m W 30.0' (P&M) LOT 104, SABAL CREEK PHASE II, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 24, PAGE 1,1A THROUGH 1C, N < SNCLUSIVE, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. a N W W LOT 103 o (VACANT) ADDRESS: 8024 SPENDTHRIFT LANE z .. a PORT ST. LUCIE, FLORIDA 34986 SABLE CREEK, PHASE II NOTES: 81 LOT 102 (OCCUPIED) SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. FFE= 28.72 So.00 A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. 4 3 BEARINGS SHOWN ARE BASED UPON A PLATTED MERIDIAN ALONG THE CENTERLINE OF SPENDTHRIFT LANE, HAVING A PLATTED BEARING OF S 46°25'51" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. Z s LEGAL DESCRIPTION PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 4410, PAGE 1697, OF THE PUBLIC RECORDS OF ST. LUCIE a* q 'o Co vi z o n COUNTY. . o j o ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: AB2479. STATION NAME CANAL C2413. HAVING A PUBLISHED ELEVATION o q a m z o L E G E N D OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD'88.) ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE n n 5 NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NAVD ' 29) BY ADDING 1.48 FEET TO THE NAVD ELEVATION. ALL OTHER ELEVATIONS ARE a z o 0 0 Cl ° A= 09 44' 56 (P&C) —o— - - POSTED SIGN BST ■ = BELLSOUTH TELEPHONE RISER RELATIVE THERETO. � �, E o o o W_ n > ° R= 1000.00' PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 1211CO254J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM a z w z o a a L=170.15' = LIGHT POLE 0 = BELLSOUTH TELEPHONE MANHOLE FLOOD INSURANCE RATE MAPS. C2 _ ° � 11- 02 21 18 (P&M) 0 = WOOD POWER POLE Q = GREASE TRAP IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, R= 1000.00' w�E PULL S Ip TRAFFIC IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. L= 41.10' ❑ - WIRE BOX SIGNA :BOX C3 eFP o�cv UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACEUTILITIES E U L TIES AND OR FEATURES MAY EXIST. _ ° © 02 21 18 (P&M) r� = BACK -FLOW PREVENTOR r+v = DOUBLE DETECTOR CHECK VALVE R= 1030.00' wM THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. N L = 42 34' ■ = WATER METER Fo�c = FIRE DEPARTMENT CONECTOR LUCIE COUNTY, FLORIDA. a0 >a _ - WATER VALVE FOP ■ _ FIRE INDICATOR POST - NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o o o o FIRE HYDRANT ELc ■ ELECTRIC METER PUBLIC WATER & SEWER AVAILABLE. � ti Y v m yYo - ltr Co _ - CLEAN -OUT GV _ GAS VALVE THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. RECEIVED - = CURB INLET TYPE 6 = CATCH BASIN ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. _, , 1 E1.. ( 9 '0 DRAWN BY. : SC = SANITARY MANHOLE Mes = MITERED END TS SHOWN ARE I T FORMAT ALL DIRECTIONAL MEASUREMENTS H WN E N HE FO MA OF DEGREES, MINUTES AND SECONDS. St. Lucie APPROVED BY: SQ ® SECTION Permitting R. KEMERSON LOT CONTAINS: 82,771 SQUARE FEET. ; `� \ SCALE o_ D - DRAINAGE MANHOLE ❑ _ CONCRETE POWER POLE M... _ , , ., , , , .., t E ` "°; v. _g BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 12-07-20. , 1" = 20' = YARD DRAIN ESE rol = ELECTRIC SERVICE BOX DATE: FORMBOARD SURVEY FIELD DATE: 07-06-21. : 12/08/20 w = SRRIGATION VALVE Q = AIR RELEASE VALVE ° , < FIELD BOOK/PAGES o ":.; ..,.,., ..,, PLANS CV = IRRIGATION sv A'CION CONTROL VALVE SANITARY VALVE CERTIFIED TO: TELESE BUILDER5, LLC. ;'"' <. • � ° NUMBER: CJOB 20-2261 ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER ASH— STATE OF FLORIDA (P5M)#6285 1 OF 1