The URL can be used to link to this page

Home My WebLink AboutApproved SurveysSADDLEBROOK DRIVE (100' RIGHT-OF-WAY)(20' ASPHALT PAVEMENT) FND. PK&D IN CUT-OUT EP "PCP 3490" (0.04' 5., 0.19' W.) 5 33049' 13" E 566.13' (P)(M) - - - - - - - - - - - CL - - - --�--- 307.66' (P) 307.59' (C) 258.47'(P) 258.54'(C) EP BM SET "X" MARK CL GP SWALE , I MES EL= 24.60 NGVD SWALE oI- ® - - - - - - - �I _ I 2 ____ _ 12' UTILITYEASEMENT esr 5B 1r 5 33049'44" E 240.99'(M) 5 33 49 13 E 240.87 (P) 12' UTILITY EASEMENT CATV / FND. 1" IRON PIPE i "NO ID" FND. 5/8" IRON ROD/CAP "LB 6790" (0.48'S., 0.34'E.) j 51.20 BM I TP SET PK EL= 26.37 NGVD N u7 LL, 00 Lu Z SABBLE CREEK PHASE II T W LOT 92 H (OCCUPIED) LU 4' CONC. S/W 25. r 54.99' 23.T � T Z 3 LU ABBREVIATIONS LEGEND � Lu 0. F{ n N I A/C AIRC.ONDITIONING MH MANHOLE AC ACRE MHWL MEAN HIGH WATER LINE v r`�i AL ALUMINUM MIN MINIMUM Z ANC ANCHOR MN MAGNETIC NAIL Z AP ANCHOR POLE MN&D MAGNETIC NAIL & DISK APRX APPROXIMATE MIT MITERED END - O 14.3' b ASP ASPHALT MW MONITORING WELL ^ ^' BE BUFFER EASEMENT M48 METES AND BOUNDS z.7 BFP BACK FLOW PREVENTOR N&D NAIL AND DISK M 55. )0' BLDG BUILDING N NAIL BLK BLOCK NA NON -APPLICABLE CS ❑ CE BM BENCHMARK NAVE) NORTH AMERICAN VERTICAL DATUM 1 STORY CBS RESIDENCE BOC BALK OF CURB NGVD NATIONAL GEODETIC VERTICAL DATUM LU SP BR CKPAVERS NO NUMBER FFE= 27.90 (NGVD) BOW BST - Ga - OF WALK 8ELL'50UTH TELEPHONE RISER NTS O/A NOT TO SCALE OVERALL - c � 84,RED WIRES OFFSET 141t LEGAL DESCRIPTION: RB CUAND GUTTER OE OVERHEAD EASEMENT CAT CULPEPPER & TERPENING OHE OVERHEAD ELECTRIC 0 :o LOT 91, SABAL CREEK PHASE II, ACCORDING TO THE PLAT THEREOF, RECORDED IN C/O C CUTOUT CALCULATE[) OHU OR OVERHEAD UTILITY OFFICIAL RECORD �y 0 PLAT BOOK 24, PAGE 1, IA THROUGH IC OF THE PUBLIC RECORDS OF ST. LUCIE CATV CABLE TELEVISION BOX ORB OFFICIAL RECORD BOOK %o CB CATCH BASIN P/C PROPERTY CORNER COUNTY, FLORIDA. CBS CONCRETE BLOCK STRUCTURE P/L PROPERTY LINE ADDRESS: 7924 SADDLEBROOK DRIVE PORT ST. LUCIE, FLORIDA NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: AB2479. STATION NAME CANAL C2413. HAVING A PUBLISHED ELEVAITON OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (N.A.V.D. '88) ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29) BY ADDING 1.48 FEET TO THE N.A.V.D. ELEVATION. BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE CENTERLINE OF SADDLEBROOK DRIVE, HAVING AN PLATTED BEARING OF 5 33049' 13" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN A "NON -PRINTED PANEL", AS SHOWN ON MAP NUMBER 12111CO254J, DATED 02/16/2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 1247, PAGE 1726, SAINT LUCIE COUNTY PUBLIC RECORDS. LOT CONTAINS 76,695 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 10-12-17. GARAGE FORMBOARD FIELD DATE: 12/21/17. CERTIFIED TO: TELESE BUILDERS, LLC PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 HRD P PLAT PAVE PAVEMENT PB PLAT BOOK PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCO PRESSURE CLEAN OUT (SANITARY) PCP PERMANENT CONTROL POINT PF PLASTIC FENCE PG PAGE PI POINT OF INTERSECTION PRKG PARKING PK&D PARKER KALON NAIL AND 0I5K PK/TT PARKER KALON NAIL AND TIN TAB PLS PROFE55IONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PP POWER POLE PRC POINT OF REVERSE CURVATURE PRO PRORATED DISTANCE PROP PROPOSED PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR & MAPPER PSWL PLASTIC SWALE PT POINT OF TANGENCY P.U.E. PRIVATE UTILITY EASEMENT PVC POLYVINYL CHLORIDE R/C ROD AND CAP R/W RIGHT-OF-WAY R RADIUS RCP REINFORCED CONCRETE PIPE RFL ROOF LINE RGE RANGE RLS REGISTERED LAND SURVEYOR RP RADIUS POINT RR RAILROAD RR5 RAILROAD SPIKE S/W SIDEWALK SMH SANITARY SEWER MANHOLE SBT SOUTHERN BELL TELEPHONE SEC SECTION SF SQUARE FEET SHP SHIP SPIKE OR BOLT SLCR ST LUCIE COUNTY RECORDS SLP STREET LIGHT SUPPORT POLE 5.5. SANITARY SEWER EPIC STATE PLANE COORDINATES ST SEPTIC TANK STD STANDARD STU STORY SV SANITARY VALVE SWL SWALE TA TOP OF ASPHALT TM TAX MAP TMH TELEPHONE MANHOLE TOR TOP OF BANK TOE TOE OF SLOPE TP TRAVERSE POINT TR TELEPHONE RISER TRANS TRANSFORMER TSB TRAFFIC SIGNAL BOX IT TIN TAB TWP TOWNSHIP TYP TYPICAL U/C UNDER CONSTRUCTION U.E. UTILITY EASEMENT UP UTILITY POLE UR UTILITY RISER UW UNDER WATER VC VALLEY CURB VLT VAULT WD WOOD WL WATER LINE WM WATER METER WP WELLPOINT WPP WOOD POWER POLE W5 WATER SERVICE WV WATER VALVE -rj DRAINAGE FLOW FND. 1" IRON PIPE P7.6 PROPOSED GRADE "NO ID" a6 SPOT ELEVATION Z 26. 20.20' 20.18, CD 6 27.6 0 M 36.0' 27.7 GARAGE FORMS TOP OF FORM = 27.84 M (NGVD) ai 27.5 27.6 Ic N a r---------- ---------- I I I EXI TING DRAINFIELD I I I I LOT 93 (OCCUPIED) I 2.1 St. Oate 1 le Co UNDERGROUND PROPANE GAS TANKS G WELL E ®-- WELL COW 0 11.2 �b 29.3' f.-1\ CONIC POOL DECK SCREEN POOL & D J, . 48.5' I I I I I I I I I 1 CS' m a ' W60' (P) N 38 1114 M 3801411211 W 241.43' (M) 117.43' LOT 91 22'. FND. 1" IRON PIPE/PLUG "HOLLEY" (0.15'N., 0.06' W.) I 1 1 1 1 I I 1 tr 25' BRIDLE PATH EASEMENT I 1 I (PC) FND. PK&D "ILL" IN CUT-OUT (0.10' N.) 07 P, 791T 7 JAI 0 8 2018 BY: ....... --------------------------------------- FND. 1" IRON PIPE "NO ID" (0.09'5., 0.18'E.) 0 in %--4 o %0 Lo L V) --1 1 1 1 I 1 I I 1 25. 0' I 1 I 1 1 1 1 1 A LOT 90 (OCCUPIED) C Z U� N � J co J -1 a �, £ rn m u W Z m Ow c �2 Z�r"ooL. H NJ°`N0 l�H" Z O � � LL u N > r3 F=-a~cvC3 W = O � � wZ a 5 4 J � OV1�CL O- Z� 0 3 H CL W�Lu Lu 737 a >u-V 0 J > YLn o 0 LL W N >pin ZH Q D O M� W NA Lu N N W m � .3 W 0� N I I Ln ZI2 O CL H Q 'I °Ln a m'> :E Z p O� N m 5 � ', a'o = I � � I O Q In I a I I I N O � N Q ............................... i I m tti9 DRAWN BY T.C.MULLIN APPROVED BY: R. KEMER50N SCALE: 1" = 20' DATE: 10/16/17 FIELD BOOK/PAGES DATA COLLECTED JOCB NUMBER: 17-114 SHEET: 1 OF i FND. PK&D IN CUT-OUT "PCP 3490" (0.04' S., 0.19' W,) CL — - 53 SADDLEBROOK DRIVE (100' RIGHT-OF-WAY)(20' ASPHALT PAVEMENT) BM SET "X" MARK EL= 24.60 NGVD CL FP _ SWALE (PC) FND. PK&D "ILL" IN CUT-OUT (0.10' N.) - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- ----------1--------------- J BST 5 330 49' 44" E 240.99' (M) FND. V IRON PIPE -12' UTILITY EASEMENT ESS 5 33 49 13 E 240.87 (P) f 12' UTILITY EASEMENT ` NO ID (0.09 5., 0.18 E.) CATV rag- 25. SB z / FND. 1" IRON PIPE v / "NO ID" N FND. 5/8" IRON ROD/CAP "LB 6790" (0.48'5., 0.34'E.) j51.20 BM TP SET PK I EL= 26.37 NGVD N iln .. 10 00 go W Q SABBLE CREEK PHASE II J a LU LOT 92 LLLLLU (OCCUPIED) w 4' CONC. S/W 25. L_ j P- 54.99' 23.7' Z\0 3 ABBREVIATIONS LEGEND LU a g H GCp N NLU � AC AIRONDITIONZNG MH MANHOLE AC ACRE MHWL MEAN HIGH WATER LINE d U a. m AL ALUMINUM MIN MINIMUM Z ANC ANCHOR MN MAGNETIC NAIL AP ANCHOR POLE MN&D MAGNETIC NAIL& DISK - U 14. APRX APPROXIMATE MIT MITERED END - ASP ASPHALT MW MONITORING WELL BE BUFFET: EASEMENT M&B METES AND BOUNDS BFP .^rACn F'.OW PREVENTOR N&D NAIL AND DISK N , 55.)0 2.7' BLDG BUI:.DING N NAIL SLK BLOC;: NA NON -APPLICABLE M CS ❑ UNDER GROUND PROPANE GAS TANKS 117.43' 0— WELL SM RENr'i1MARK NAVD NORTH AMERICAN VERTICAL DATUM 1 STORY CBS RESIDENCE BOC RAGSOF CURB NGVD NATIONAL GEODETIC VERTICAL DATUM 1L SP 80I:K PAP•2R,S NO NUMBER _ 10' FFE= 27.90 (NGVD) I BOW BST BACV-�F W..-:.. BEL ZOUTH TELEPHONE RISER NTS O/A NOT TO SCALE OVERALL I. LEGAL DESCRIPTION: BVt C&G BARBED WIRE CUR? .AND GUTTER 0/5 OE OFFSET OVERHEAD EASEMENT C&T C,UL' I,_'TCR & TERPENING OHE OVERHEAD ELECTRIC LOT 91, SABAL CREEK PHASE II, ACCORDING TO THE PLAT THEREOF, RECORDED IN C/o C CUT OUT CALCULATED OHU OR OVERHEAD UTILITY OFFICIAL RECORD �y 6 PLAT BOOK 24, PAGE 1, IA THROUGH 1C OF THE PUBLIC RECORDS OF ST. LUCIE CATV CAB E TELEVISION BOX CATCH BASIN ORB OFFICIAL RECORD BOOKZo CB P/C PROPERTY CORNER Zo COUNTY, FLORIDA. CBS CHO CONCRETE BLOCK STRUCTURE CH RD P/L P PROPERTY LINE PLAT ADDRESS: 7924 5ADDLEBROOK DRIVE PORT ST. LUCIE, FLORIDA NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: AB2479. STATION NAME CANAL C2413. HAVING A PUBLISHED ELEVAITON OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (N.A.V.D. '88) ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. ' 29) BY ADDING 1.48 FEET TO THE N.A.V.D. ELEVATION. BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE CENTERLINE OF SADDLEBROOK DRIVE, HAVING AN PLATTED BEARING OF 5 33049' 13" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN A "NON -PRINTED PANEL", AS SHOWN ON MAP NUMBER 12111CO254J, DATED 02/16/2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 1247, PAGE 1726, SAINT LUCIE COUNTY PUBLIC RECORDS. LOT CONTAINS 76,695 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 10-12-17 CERTIFIED TO: JOE TELESE BUILDERS PROFESSIONAL SURVEYOR AND MAPPER Cr V CURB INLET PAVE PAVEMENT CL CENTERLINE PB PLAT BOOK CLF CHAIN LINK FENCE PC POINT OF CURVATURE CM CONCRETE MONUMENT PCC POINT OF COMPOUND CURVATURE CoP C.N OUT CORRUGATED METAL PIPE PCP PRESSURE CLEAN OUT PERMANENT CONTROL POINT ARY) f I. I<.'. N. SETS C REM C:' f{; ti COR COPNER PF PLASTIC FENCE I �a CONC CONCRETE PG PAGE CONST CONi5T "RUCTION PI POINT OF INTERSECTION FsONI.' tl Tr"Ci COY COVERED PRKG PARKING-,- CE COVERED ENTRY PK&D PARKER KALON NAIL AND DISK r. ,,COVP 3CPP COVERED PORCH PK/TT PARKER KALON NAIL AND TIN TAB1 CONCRETE POWER POLE PLS PROFESSIONAL LAND SURVEYOR ;DF CPPIPE CORRUGATED PLASTIC PIPE POB POINT OF BEGINNING f Cll9 S:. CS A CONCRETE SLAB DELTA ANGLE POC PP POINT OF COMMENCEMENT POWER POLE nIAR y D/F DRAIN FIELD PRC POINT OF REVERSE CURVATURE !'----I 7� D DEED INFORMATION PRO PRORATED DISTANCE f ZNG DC "b"CURB PROP PROPOSED D.E. DRAINAGE EASEMENT PRM PERMANENT REFERENCE MONUMENT P TECH DI DROP INLET P5M PROFESSIONAL SURVEYOR MAPPER DIA DIAMETER PSWL PLASTIC SWALE ' DIP DUCTILE IRON PIPE PT POINT OF TANGENCY DMH DRAINAGE MANHOLE P.U.E. PRIVATE UTILITY EASEMENT DUE DRAINAGE& UTILITY EASEMENT PVC POLYVINYL CHLORIDE EC EDGE OF CONCRETE R/C ROD AND CAP ECP ELECTRICAL CONTROL PANEL R/W RIGHT-OF-WAY EL ELEIATION R RADIUS ELF:C ELECTRIC RCP REINFORCED CONCRETE PIPE ELE:V ELE/ATION RFL ROOF LINE EM ELE:TRIC METER RGE RANGE ENC ENCROACHMENT RLS REGISTERED LAND SURVEYOR EOW EDCf OF WATER RP RADIUS POINT EP EUGF OF PAVEMENT RR RAILROAD ESB ELECTRIC SERVICE BOX RR5 RAILROAD SPIKE ESMT EASEMENT 5/W SIDEWALK EX. EXISTING SMH SANITARY SEWER MANHOLE EXT EXTENDED 5BT SOUTHERN BELL TELEPHONE FNC FENCE SEC SECTION FC "F" CURB SF SQUARE FEET FbC FIR: DEPARTMENT CONNECTION SHP SHIP SPIKE OR BOLT FECRR FLCRIDA EAST COAST RAILROAD SLCR ST LUCIE COUNTY RECORDS FFE FINISHED FLOOR ELEVATION SLP STREETLIGHT SUPPORT POLE FH FIRE HYDRANT S.S. SANITARY SEWER FNb FOI.ND 5PC STATE PLANE COORDINATES FOC FACE OF CURB ST SEPTIC TANK FOW FA6E OF WALK STb STANDARD FPL i'LiiRIDA POWER & LIGHT STU STORY GA GREEN AREA 5V SANITARY VALVE GMH GAS MANHOLE 5WL SWALE GNO GROUND TA TOP OF ASPHALT GRD GRINDER TM TAX MAP HC HEADER CURB TMH TELEPHONE MANHOLE HCP HAC:DI-CAP TOR TOP OF BANK HOPE HIGH DENSITY POLYETHYLENE TOE TOE OF SLOPE HGW HOEWIRE TP TRAVERSE POINT HW HEADWALL TR TELEPHONE RISER HYD HYDRANT TRANS TRANSFORMER ICV IRRIGATION CONTROL VALVE TSB TRAFFIC SIGNAL BOX ID IDENTIFICATION IT TIN TAB ILL ILLEGIBLE TWP TOWNSHIP INT INTERSECTION TYP TYPICAL INV INVERT U/C UNDER CONSTRUCTION IP IRON PIPE U.E. UTILITY EASEMENT IP&P IRON PIPE & PLUG UP UTILITY POLE IR IRON ROD UR UTILITY RI5ER IRP. IRRIGATION UW UNDER WATER IV IRRIGATION VALVE VC VALLEY CURB ICY IRRIGATION CONTROL VALVE VLT VAULT IW IPRIGATION WELL WD WOOD L LENGTH WL WATERLINE LB LICENSED BUSINESS WM WATER METER LF5T LIFT STATION WP WELL POINT LME LAKE MAINTENANCE EASEMENT WPP WOOD POWER POLE LOC LOCATION WS WATER SERVICE LP LIGHT POLE WV WATER VALVE L5 LICENSED SURVEYOR M MEASURED DRAINAGE FLOW FND. 1" IRON PIPE MAX MAXIMUM MB MAIL BOX 27 b PROPOSED GRADE "NO ID" MEA5 MEASURED MES MITERED END SECTION c'6. `S$ SPOT ELEVATION 20.20' k PROPOSED CONC DRIVE 276 PROPOSED 34' x 36' GARAGE FFE= 27.90 (NGVD) COVP 29.3 � CONC POOL DECK ---------- y ______________ I I I I I EXISTING DRAINFIELD I I I I I I I I LOT 93 (OCCUPIED) SCREENED POOL & DECK N 38°15'11'IIW 241.60'(P) N 38 14 12 W 241.43 (M) LOT 91 FND. 1" IRON PIPE/PLUG "HOLLEY" (0.15'N., 0.06'W.) 25' BRIDLE PATH EASEMENT 1 1 1 1 1 1 1 1 . j 1 1 1 1 1 I I LOT 90 (OCCUPIED) ° Z V� HN J� m J LU 1z) rn WZm m CO H � O H Z N� a (3%c H FI � pp U Z"w�3 f=-�U�3 W O:)w3 °3�L) Z La,C ~0--aN � 0 �^ 0 3 a U � w W U Lu � J H QJ NOW -1 H CAL z Lu it W N o� u j MO W ' 1, II li i O Z I OF 2 I IOH h Z Q N le o wm j o` V f ' o I o I � ...1II I I o i I � m DRAWN BY. T.C.MULLIN APPROVED BY: R. KEMERSON SCALE: 1" = 20' DATE: 10/16/17 FIELD BOOK/PAGES DATA COLLECTED File Copy JOB NUMBER: _ 17-114 U SHEET: 1 OE 1 F:\Projects\17-JOBS\17-114\17-114 BNDY SURVEY.dwg, BOUNDARY SURVEY, 12/6/2017 3:21:35 PM, Velcon Group, Inc., (772)879-0477