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Home My WebLink AboutForm Board Survey5" PLASTIC F END 1'N & ON E P/L EP o 1 CL 11 5.00° 15''27'x. w (C) 40.00' (C) 0 11 EP tib. 15"X24" RCP' 1/4 SECTION LINE 119 2 CONC OTOB - 1 1 FND 4"X4" CM 4416 1b. 1h' S. 0.73', W. 0.17' LOT 3 FFE= 20.06 3� 1h 1,) 5' HGW FNC COR 0.60' CLEAR OF P/L n �cc v v 11)q� 1�� to %0 N V) WPP 5' HGW FNC 0.60' CLEAR OF P/L b FND 4"X4" CM NO ID BROKEN 5. 0.35', W. 0.47' b°� 1b. h 5WL 1 1� h� 15' TILTON ROAD (80' R/W 34' ASPHALT) 1b " RC '6 1I)' _111.113 N 89019'50" W 660.00' (C) 111 2- � 1�1 1b? 1�1 TOB LCONC 1h° N 89019'50" W 610.00' (C) 0 N 89031'51" W 610.95'(M) NORTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 tib 1b 1b 1" 5 -WL - ti P�3 3ti L35 /------------ �`��'_ L36 �P L34 -� P� L37 P� L33`� 1h�� L32 + L38 �3 L31 +��P� F�P� +Illy L39 WETLAND DELINEATED BY OTHERS F�P� ONSITE: 26,682 SQUARE FEET OR 0.61 ACRE5± L30 3 L' 465.93' C9� b L7 L/ L42 L44 lb /43 � +< �Pc� - L45 �0, L29 ; L46 <�J I � tih L6 1�q L47 P�tio P� L28 L11 ti L12 ' F L27�hS �tih h� JL5 � P L48 v L �P P ��h L26 �� L13 1-20 <v titi � � L14 ti L19 Po L4 �� L25 L21 ' L24 �ti0) L23 �� L15 P L49 yti1 Ppb L22 k ""°'" ' C 1 TOB F� _ ----- N 891950 W 610.00 ( ) 9 1� Li 81a -b - Tom N 89025'03" W 610.50' (M) j L3 1a.1 _roe _ - 1+1-16 b L50 - -�- R�11b PCS PCS P� 1h' 1-17 WETLAND DELINEATED BY OTHERS Li i OFFSITE: 1,745 SQUARE FEET OR 0.04 ACRES± WETLAND DELINEATED BY OTHERS L2 tiA OFFSITE: 1,196 SQUARE FEET OR 0.03 ACRE5± P� SOUTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 (VACANT) ABBREV/AT/ONS LEGEND A/C AIR CONDITIONING DC 'D" CURB INV INVERT PAVE N N STORY AC ACRE D. E. N lP IRON PIPE PB p ST LO v` ALUMINUM DI DROP INLET IP&P IRON PIPE & PLUG PC POINT OF CURVATURE 00 SANITARY VALVE ANC ANCHOR DIA N V) WPP 5' HGW FNC 0.60' CLEAR OF P/L b FND 4"X4" CM NO ID BROKEN 5. 0.35', W. 0.47' b°� 1b. h 5WL 1 1� h� 15' TILTON ROAD (80' R/W 34' ASPHALT) 1b " RC '6 1I)' _111.113 N 89019'50" W 660.00' (C) 111 2- � 1�1 1b? 1�1 TOB LCONC 1h° N 89019'50" W 610.00' (C) 0 N 89031'51" W 610.95'(M) NORTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 tib 1b 1b 1" 5 -WL - ti P�3 3ti L35 /------------ �`��'_ L36 �P L34 -� P� L37 P� L33`� 1h�� L32 + L38 �3 L31 +��P� F�P� +Illy L39 WETLAND DELINEATED BY OTHERS F�P� ONSITE: 26,682 SQUARE FEET OR 0.61 ACRE5± L30 3 L' 465.93' C9� b L7 L/ L42 L44 lb /43 � +< �Pc� - L45 �0, L29 ; L46 <�J I � tih L6 1�q L47 P�tio P� L28 L11 ti L12 ' F L27�hS �tih h� JL5 � P L48 v L �P P ��h L26 �� L13 1-20 <v titi � � L14 ti L19 Po L4 �� L25 L21 ' L24 �ti0) L23 �� L15 P L49 yti1 Ppb L22 k ""°'" ' C 1 TOB F� _ ----- N 891950 W 610.00 ( ) 9 1� Li 81a -b - Tom N 89025'03" W 610.50' (M) j L3 1a.1 _roe _ - 1+1-16 b L50 - -�- R�11b PCS PCS P� 1h' 1-17 WETLAND DELINEATED BY OTHERS Li i OFFSITE: 1,745 SQUARE FEET OR 0.04 ACRES± WETLAND DELINEATED BY OTHERS L2 tiA OFFSITE: 1,196 SQUARE FEET OR 0.03 ACRE5± P� SOUTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 (VACANT) ABBREV/AT/ONS LEGEND A/C AIR CONDITIONING DC 'D" CURB INV INVERT PAVE PAVEMENT STY STORY AC ACRE D. E. DRAINAGE EASEMENT lP IRON PIPE PB PLAT BOOK ST SEPTIC TANK AL ALUMINUM DI DROP INLET IP&P IRON PIPE & PLUG PC POINT OF CURVATURE SV SANITARY VALVE ANC ANCHOR DIA DIAMETER IR IRON ROD PCC POINT OF COMPOUND CURVATURE SWL SWALE AP ANCHOR POLE DIP DUCTILE IRON PIPE lV IRRIGATION VALVE PCO PRESSURE CLEAN OUT (SANITARY) TA TOP OF ASPHALT APRX APPROXIMATE DMH DRAINAGE MANHOLE ICV IRRIGATION CONTROL VALVE PCP PERMANENT CONTROL POINT TM TAX MAP ASP ASPHALT DUE DRAINAGE & UTILITY EASEMENT IW IRRIGATION WELL PF PLASTIC FENCE TMH TELEPHONE MANHOLE BE BUFFER EASEMENT EC EDGE OF CONCRETE L LENGTH PG PAGE TOB TOP OF BANK BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL LB LICENSED BUSINESS PI POINT OF INTERSECTION TOE TOE OF SLOPE BLDG BUILDING EL ELEVATION Ll LINE INFORMATION PK&D PARKER KALON NAIL AND DISK TP TRAVERSE POINT BLK BLOCK ELEC ELECTRIC LME LAKE MAINTENANCE EASEMENT PK/TT PARKER KALON NAIL AND TIN TAB TR TELEPHONE RISER BM BENCHMARK ELEV ELEVATION LOC LOCATION PLS PROFESSIONAL LAND SURVEYOR TRANS TRANSFORMER BOC BACK OF CURB EM ELECTRIC METER LP LIGHT POLE POB POINT OF BEGINNING TSB TRAFFIC SIGNAL BOX BP BRICK PAVERS ENC ENCROACHMENT LS LICENSED SURVEYOR POC POINT OF COMMENCEMENT TT TIN TAB BOW BACK OF WALK EOW EDGE OF WATER M MEASURED PP POWER POLE TWP TOWNSHIP BRG BEARING EP EDGE OF PAVEMENT MAX MAXIMUM PRC POINT OF REVERSE CURVATURE TYP TYPICAL BW BARBED WIRE ESB ELECTRIC SERVICE BOX MB MAIL BOX PRO PRORATED DISTANCE U/C UNDER CONSTRUCTION C&G CURB AND GUTTER ESMT EASEMENT MEAS MEASURED PROP PROPOSED U. E. UTILITY EASEMENT C&T CULPEPPER & TERPENING EXIST EXISTING MES MITERED END SECTION PRM PERMANENT REFERENCE MONUMENT UP UTILITY POLE C/O CUT OUT EXT EXTENDED MH MAN HOLE PSM PROFESSIONAL SURVEYOR & MAPPER UR UTILITY RISER C CALCULATED FNC FENCE MHWL MEAN HIGH WATER LINE PSWL PLASTIC SWALE UW UNDER WATER CATV CABLE TELEVISION BOX FC 'F" CURB MIN MINIMUM PT POINT OF TANGENCY VC VALLEY CURB CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MN MAGNETIC NAIL P.U.E. PRIVATE UTILITY EASEMENT ULT VAULT CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIT MITERED END PVC POLYVINYL CHLORIDE WD WOOD CHD CHORD FFE FINISHED FLOOR ELEVATION MW MONITORING WELL R/C ROD AND CAP WL WATER LINE CE COVERED ENTRY FH FIRE HYDRANT M&B METES AND BOUNDS R/W RIGHT-OF-WAY WM WATER METER CL CENTERLINE FND FOUND N&D NAIL AND DISK R RADIUS WP WELL POINT CLF CHAIN LINK FENCE FOC FACE OF CURB N NAIL RCP REINFORCED CONCRETE PIPE WPP WOOD POWER POLE CM CONCRETE MONUMENT FOW FACE OF WALK NA NON -APPLICABLE RGE RANGE WV WATER VALVE CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT NAVD NORTH AMERICAN VERTICAL DATUM RLS REGISTERED LAND SURVEYOR FORM EL 20.94 O O CO CLEAN OUT GA GREEN AREA NGVD NATIONAL GEODETIC VERTICAL DATUM RP RADIUS POINT COR CORNER GMH GAS MANHOLE NO NUMBER RR RAILROAD 1h� THE UNITED STATES STANDARD IN FEET. CONC CONCRETE GND GROUND NTS NOT TO SCALE RRS RAILROAD SPIKE ♦ SPOT ELEVATIONS CONST CONSTRUCTION GRD GRINDER 0/A OVERALL SWL SWALE COV COVERED HC HEADER CURB O/S OFFSET SAN SANITARY SEWER MANHOLE N WETLAND LOCATION FIELD DATE: 04-18-18. CE COVERED ENTRY HDPE HIGH DENSITY POLYETHYLENE OE OVERHEAD EASEMENT SBT SOUTHERN BELL TELEPHONE COVP COVERED PORCH HGW HOG WIRE OHE OVERHEAD ELECTRIC SEC SECTION CPP CONCRETE POWER POLE HW HEADWALL OHU OVERHEAD UTILITY SF SQUARE FEET CERTIFIED TO: CHAD HINKLE CPPIPE CORRUGATED PLASTIC PIPE HYD HYDRANT OR OFFICIAL RECORD SHP SHIP SPIKE OR BOLT FND 4"X4" CM NO ID 1� CS CONCRETE SLAB ICV IRRIGATION CONTROL VALVE ORB OFFICIAL RECORD BOOK SLCR ST LUCIE COUNTY RECORDS 1 N 89o 19i 50u W 231.88i d DELTA ANGLE ID IDENTIFICATION P/C PROPERTY CORNER SLP STREET LIGHT SUPPORT POLE WETLAND LINE CHART DIF DRAIN FIELD ILL ILLEGIBLE P/L PROPERTY LINE SMH SANITARY MANHOLE L2 N 61-09-38" W D DEED INFORMATION INT INTERSECTION P PLAT SPC STATE PLANE COORDINATES F:\Projects\15-JOBS\15-127\dwg\NEW CARD\15-127 BNDY.dwg, BNDY, 8/4/202011:18:16 AM, Velcon Group, Inc., (7725) 879-0477 LEGAL DESCRIPTION: THE NORTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3, ST. LUCIE GARDENS SECTIONS 23, 36 AND 40 ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 35 AND 36, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. J Z 2 J Q W o 3 Lo 2 gtij � O U O W W O Q Z J ti Zo CL Q 3 O p Od O J J � Q- 0 rn rn Ld o ro ro N N w N o O� N o a 0 0 0 0 0 m00 C3 m m 100 Z N H V� DC o an o � o W%z Co M r- W ,w 0 H Q r' O Z v o H Z cc v V N J D o00 o %` ~ LL Z °� LL; Uv� W>>o3w� aa- -3 Z6 z �:'�°, OD�/� N Lv Via HN V v O H W > LL) V z z O � fn fn v � z �W W� w ADDRESS: SW CORNER OF TILTON ROAD AND W O O J d SILVER OAK DRIVE m D 1�1� HC PORT ST LUCIE, FL. 34953 oh Q J w HW NOTES: W L� V OH o 19HE o WPP V L0 =a r W W J ' SUBJECT TO ANY APPLICABLE EASEMENTS, Q LL O� O \ = wV°°X X ° RIGHTS-OF-WAY, OR OTHER RESTRICTIONS OF w^ �^ 3c'� V wV WV Q RECORD. aO O JWO NU EP - ZJ J L' O W ~ J ZJ 11h 1ti N FND 5/8" IR NO ID A SEARCH OF THE PUBLIC RECORDS HAS NOT CL- -4- CALCULATED CENTER OF SECTION 23L - IN co - 7 BEEN MADE BY THIS OFFICE. N V 1b�o 1b1 LJ ELEVATIONS ARE IN FEET AND RELATED TO ST. 0 I O EP LUCIE COUNTY BENCHMARK, "49'ER5" PUBLISHED - 5WL - 1bti o ELEVATION = 4.7552 (METERS) NAVD 1988, h SAIL 1 -SMH--+ 5V BM EL= 16.52 (NAVD) �a CONVERTED TO 15.60 (FEET) NAVD 1988. PROP wM b1 12 1� b b1 FND 4"X4" CM NO ID HW 1b titi BEARINGS SHOWN HEREON ARE BASED UPON AN 1 N. 1.40', E. 0.78' \ 10 HC 11 ASSUMED MERIDIAN, ALONG THE CENTERLINE OF SILVER OAK DRIVE, HAVING AN ASSUMED LL' BEARING OF 5 00015'27" W. ALL OTHER Co I� Io BEARINGS ARE RELATIVE THERETO. LiS ° PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 12111CO283J, DATED 02/16/2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. 0 IN ACCORDANCE WITH CHAPTER 5J-17.051, I ADDITIONS OR DELETIONS TO SURVEY MAPS OR o 1�b 1bb� 111 REPORTS BY OTHER THAN THE SIGNING PARTY, =1b IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. `'1 o THERE MAY BE ADDITIONAL RESTRICTIONS o M THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 80.07' 3 26.00 v NLo NOT VALID WITHOUT THE SIGNATURE AND THE M p � ORIGINAL RAISED SEAL OF A FLORIDA N 0-4- 0 LO 0 LICENSED SURVEYOR AND MAPPER.. 38.00' 0 N H O Q N _ V) m LEGAL DESCRIPTION FROM WARRANTY DEED O ° RECORDED IN OFFICIAL RECORD BOOK 3790, WPP b Ni- �, PAGE 459, SAINT LUCIE COUNTY PUBLIC 00 STEMWALL FORMS N N b �1b� �q� 1�h 11b, RECORDS. GARAGE TOP OF FORM EL 18.60 11.0 N 1 1 b BACK PORCH TOP OF FORM EL 20.52 EXPECTED LAND USE IS RESIDENTIAL. FLOOR TOP OF FORM EL 20.94 O O O O di 31.00 80.08' to V) o ALL MEASUREMENTS ARE IN ACCORDANCE WITH 33.00' W N Q THE UNITED STATES STANDARD IN FEET. o Q BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE, a0 11-13-15. N WETLAND LOCATION FIELD DATE: 04-18-18. LU LOCATE NEW WETLAND AREA: 08-21-18. J -STEMWALL TIE IN SURVEY FIELD DATE: o N o 07-31-20. CERTIFIED TO: CHAD HINKLE 0 FND 4"X4" CM NO ID 1� h� 9 1 DO N. 0.57' 1�9 1b 1bb 11 1 N 89o 19i 50u W 231.88i c1 t FNDK ON (M) 89 19 0 P/L EXTENDED WETLAND LINE CHART O BM E 17.00 (NAVD) co L1 5 13043'32" W 37.45' L39 5 55054'30" E 37.17' 13.13 i, cn CL L2 N 61-09-38" W 46.62' L40 5 10022'34" E 43.46' 1 L3 N 03044'56" E 36.07' L41 N 58054'51" E 35.82' L4 N 26055'23" W 33.47' L42 5 20011'22" E 27.42' L5 N 67028'53" W 42.72' L43 5 55006'42" W 33.24' o L6 N 03032'39" W 36.57' L44 5 20027'05" E 16.73' L7 N 31005'00" W 32.22' L45 5 72011'02" E 19.82' L8 5 88005'46" W 44.31' L46 5 37041'40" W 16.39' L9 5 69016'39" W 32.50' L47 5 50010'10" W 34.76' L10 5 25015'11" W 36.01' L48 5 20034'04" W 28.01' o L11 5 30026'28" E 20.31' L49 5 55056'36" E 72.54' L12 5 56054'16" E 32.14' L50 5 86010'13" W 21.99' L13 5 81020'49" E 28.00' L14 5 64033'07" E 26.83' L15 5 14003'13" W 25.97' o L16 5 4014'01" E 20.00' L17 N 88024'40" W 194.41' L18 N 0050'01" W 24.09' L19 N 46002'37" E 42.61' L20 5 81025'23" E 33.62' O L21 S 26024'13" E 38.75' L22 N 82015'09" E 56.41' L23 N 9024'37" W 16.29' L24 5 89053'12" W 16.12' WPP L25 N 38051'00" W 17.02' L26 N 48041'15" E 12.60' Digitally signed by Robert F L27 N 41003'01" W 31.13' Kemerson L28 N 68052'39" W 15.52' Robert F DN:o=Unaffiliated, L29 5 41025'39" W 40.15' O14 ou=A0141000000016D170 L30 N 9056'32" E 61.68' 613136A000067131,L31 N 67040'30" W 42.37' Kemerson cn=Robert F Kemerson L32 5 62°46'35" W 24.16' Date: 2020.08.0411:22:41 L33 N 19010'18" W 24.52' -04'00' L34 N 59041'42" E 51.12' L35 5 83055'37" E 29.03' ROBERT F. KEMERSON L36 5 84054'14" E 35.74' PROFESSIONAL SURVEYOR AND MAPPER L37 S 19008'09" E 41.77' STATE OF FLORIDA (PSM)#6285 L38 5 70049'21" E 28.65' J Z 2 J Q W o 3 Lo 2 gtij � O U O W W O Q Z J ti Zo CL Q 3 O p Od O J J � Q- 0 rn rn Ld o ro ro N N w N o O� N o a 0 0 0 0 0 m00 C3 m m 100 Z N H V� DC o an o � o W%z Co M r- W ,w 0 H Q r' O Z v o H Z cc v V N J D o00 o %` ~ LL Z °� LL; Uv� W>>o3w� aa- -3 Z6 z �:'�°, OD�/� N Lv Via HN V v O H W > LL) V z z O � fn fn v � z �W W� w O W O O J d L` N m D 0 oh Q J w N W L� V N V L0 =a r W W J ' m Q LL O� O \ N z� w^ �^ 3c'� V L aO O JWO NU a ?_ ZJ J L' O W ~ J ZJ 3 Q � a � N V o N I Z 0 I O o m J Z 2 J Q W o 3 Lo 2 gtij � O U O W W O Q Z J ti Zo CL Q 3 O p Od O J J � Q- 0 rn rn Ld o ro ro N N w N o O� N o a 0 0 0 0 0 m00 C3 m m 100 Z N H V� DC o an o � o W%z Co M r- W ,w 0 H Q r' O Z v o H Z cc v V N J D o00 o %` ~ LL Z °� LL; Uv� W>>o3w� aa- -3 Z6 z �:'�°, OD�/� N Lv Via HN V v O H W > LL) V z z O � fn fn v � z �W W� w O 0 O O J d L` N m D 0 oh Q J w O L� L0 ^l m m o I II O \ p w z� w^ �^ 3c'� Wm � o o v SHEET NO.: 1 OF