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Home My WebLink AboutBOUNDARY SURVEY5' PLASTIC F END VN & ON E P/L CL ti1 1 /4 SECTION LINE 401C1011 11 EP o b1 ,bb9 1b D 1b. 1 2 "ILA . 1h 2141 PI 40.00' 0 V) PROPOSED o GARAGE SHOP FFE 19.00 o Lo o `O 16.00' 1 40.00' TILTON ROAD "I. N 89°_ 19'50" W 660.00' (C) (80' R/W 34' ASPHALT) 1b . 1b' 2 5WL CONIC p OB1b 1h TOR 1b3 OCONC �h1 +WPP FIND +D 4"X4" CM 4416 �bti �h1 S.0.73', W.0.17' `� tih° N 89° 19'50" W 610.00' (C) 16� N 8903151" W 610.95' (M) LOT 3 FFE= 20.06 3+ tit ' 5' HGW FNC COR 0.60' CLEAR OF P/L WPP 5' HGW FNC 0.60' CLEAR OF P/L b 2 IF 4"X4" CM NO 1h' 1h' ID BROKEN S. 0.35', W. 0,47' 15' 0 NORTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 5WL 1 �P SO +� 5 - - L3.► - P L36 - -- 1cv L34 311.87' +' \ 56.00' L37 L33 + o PROPOSED o GARAGE SHOP o ti �3 FFE 19.00 6 L38 L32 L31 �P� P� F�P(0 Q56.00' �L39 g j OUTSIDE SHOP $ WETLAND DELINEATED BY OTHERS 26.00' 6 :° ONSITE: 26,682 SQUARE FEET OR 0.61 ACRES± �tK L30 i `vv o L8 - - �L40� �P L9 L41 e tied,. \ L7 � ��P �L42�� L43 L44 + 'L P P �`b �� `�� L45 °� ti+ L29/ /L10� ti6' hP L46 41 1h ,t;�,� I�v`;" L11 h� I L6 ti�°� L47 --�� L2$ I 465.90' -�--- P � 1 `v ti �L27 �ti�� P�tih o L5 � �'L° L48 ��P L20 P�h L26/ v L13 - - L19 VV L25 1�`' F�� .� L4 �P(0� �L21 L24 ��%C) ' / L23 �� L15 \ �� L49 h 00gti +1 \ Pub L22 _� 0 1N9 L18 roe _ _ _ �,�� b`` - �� 9 /"'N 89 ° 19' 50" W 610.00' (C) k 6vI6'LL roe 1 1 _ --+ - TOE\, N 89025-03-1 W 610.500 (M) L3 L50 L17 WETLAND DELINEATED BY OTHERS �P ti LL1 ' OFFSITE: 1,745 SQUARE FEET OR 0.04 ACRES± WETLAND DELINEATED BY OTHERS 2 OFFSITE: 1,196 SQUARE FEET OR 0.03 ACRES± SOUTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 (VACANT) ABBREVIATIONS LEGEND A/C AIR CONDITIONING DC D CURB /NV INVERT PAVE PAVEMENT STY STORY AC ACRE D.E. DRAINAGE EASEMENT lP IRON PIPE PE PLAT BOOK ST SEPTIC TANK AL ALUMINUM DI DROP INLET lP&P IRON PIPE & PLUG PC POINT OF CURVATURE SV SANITARY VALVE ANC ANCHOR 01A DIAMETER IR IRON ROD PCC POINT OF COMPOUND CURVATURE SWL SWALE AP ANCHOR POLE DIP DUCTILE IRON PIPE /V IRRIGATION VALVE PCO PRESSURE CLEAN OUT (SANITARY) TA TOP OF ASPHALT APRX APPROXIMATE DMH DRAINAGE MANHOLE /CV 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 L 1 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 POLL= 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 C/O CULPEPPER & TERPENING CUT OUT EXIST EXT EXISTING EXTENDED MES MITERED END SECTION PRM PERMANENT REFERENCE MONUMENT UP UTILITY POLE MH MAN HOLE PSM PROFESSIONAL SURVEYOR & MAPPER UR UTILITY RISER C CALCULATED FNC FENCE "F" MHWL MEAN HIGH WATER LINE PSWL PLASTIC SWALE UW UNDER WATER CA TV CABLE TELEVISION BOX FC CURB MIN MINIMUM PT POINT OF TANGENCY VC VALLEY CURB CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MN MAGNETIC ,VAIL P.U.E. PRIVATE UTILITY EASEMENT VLT VAULT CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIT MITERED END PVC POLYVINYL CHLORIDE WD WOOD CHO 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 ANU 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 AMt RICAN VERTICAL DATUM RLS REGISTERED LAND SURVEYOR CO COR CLEAN OUT CORNER GA GMH GREEN AREA GAS MANHOLE NGVD NO NATIONAL GEODETIC VERTICAL DATUM RP RADIUS POINT NUMBER RR RAILROAD 1h3 CONC CONCRETE GND GROUND NTS NOT TO SCALE RRS RAILROAD SPIKE + SPOT ELEVATIONS CONST CONSTRUCTION GRD GRINDER O/A OVERALL SWL SWALE COV COVERED HC HEADER CURB O/S OFFSET SAN SANITARY SEWER MANHOLE CE COVERED ENTRY HDPE HIGH DENSITY POLYETHYLENE OE OVERHEAD EASEMENT SBT SOUTHERN BELL TELEPHONE COUP COVERED PORCH HGW HOG WIRE OHE OVERHEAD ELECTRIC SEC SECTION CPP CONCRETE POWER POLE HW HEADWALL OHU OVERHEAD UTILITY SF SQUARE FEET CPPIPE CORRUGATED PLASTIC PIPE HYD HYDRANT OR OFFICIAL RECORD SHP SHIP SPIKE OR BOLT CS CONCRETE SLAB /CV IRRIGATION CONTROL VALVE ORB OFFICIAL RECORD BOOK SLCR ST LUCIE COUNTY RECORDS d DELTA ANGLE ID IDENTIFICATION P/C PROPERTY CORNER SLP STREET LIGHT SUPPORT POLE D/F DRAIN FIELD ILL ILLEGIBLE P/L PROPERTY LINE SMH SANITARY MANHOLE D DEED INFORMATION INT INTERSECTION P PLAT SPC STATE PLANE COORDINATES 13 1b. 100.54 SWL 3 WPP WvD4x x WV WV EP CL 11 � 1112 CALCULATED CENTER OF SECTION 23 - - V X co FND 5/8" IR NO ID b13 ti1° ti ' b• 26.00 M 0 0 M r STEMWALL FORMS to GARAGE TOP OF FORM EL 18.60 BACK PORCH TOP OF FORM EL 20.52 FLOOR TOP OF FORM EL 20.94 31.00' EP , - -- %b1 SWL+- BM EL= 16.52 (NAVD) V + PROP WM V 151� 1bb FND 4"X4" CM NO ID N. 1.40', E. 0.78' 1 HW 1blb HC 1112 �`� lI ti�°9 W Vi W 13 I o 0Li = 0 � I 3b%b. 11. 01b ,b��.-. o , �m m 80.07' LO Q O I ap _N to Ur O 00 I " Z 00 N W N I o I CO �3 WPP 13b %b0.ti J CYN 150 +1 gbh 'N "'� O� Lb 80.08' _ <C ix 2 oiv, Y,Q N I w 3 H'o O i v _ O FND 4"X4" CM NO ID 1 1 N. 0.57' 13 1b ,bb �10 N 89 ° 19' 50" W 231.88'71 �' �' �(M�U 1 WETLAND LINE CHART �� p '1(1 ENE =1 Co Ll 5 13°43' 32" W 37.45' L39 5 55054' 30" E 37.17' ugh ° 3 o w CL 3+ L2 N 61009'38" W 46.62' L40 5 10022'34" E 43.46' L3 N 03 44 56 E 36.07 L41 N 58 54 5111 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' 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' 8 5 88005'46" W 44.31' L46 5 37041'40" W 16.39' 9 5 69016'39" W 32.50' L47 5 50010'10" W 34.76' 10 5 25015'11" W 36.01' L48 5 20034'04" W 28.01' 115 30026' 28" E 20.31' L49 5 55056' 36" E 72.54' 12 5 56054'16" E 32.14' L50 5 86010'13" W 21.99' �{13 5 81020'49" E 28.00' L14 5 64033'07" E 26.83' L15 5 14003' 13" W 25.97' L16 5 4014'01" E 20.00' L.17 N 88024'40" W 194.41' L18 N 0050'01" W 24.09' L19 N 46002' 37" E 42.61' L.20 5 81025'23" E 33.62' L:21 5 26024' 13" E 38.75' L22 N 82015'09" E 56.41' L.23 N 9024' 37" W 16.29' L.24 5 89053' 12" W 16.12' L.25 N 38051'00" W 17.02' L26 N 48041' 15" E 12,60' L:27 N 41003'01" W 31.13' L28 N 68052' 39" W 15.52' L29 5 41025'39" W 40.15' .30 N 9056'32" E 61.68' .31 N 67040' 30" W 42.37' 32 5 62046'35" W 24,16' 33 N 19010'18" W 24.52' 34 N 59041'42" E 51.12' 35 5 83055' 37" E 29.03' 36 5 84054' 14" E 35.74' L.37 5 19008'09" E 41.77' L38 5 70049' 21" E 28.65' U 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. ADDRESS: SW CORNER OF TILTON ROAD AND SILVER OAK DRIVE PORT ST LUCIE, FL. 34953 a M W Q > 0 x Z 0 D NO LL M O LU I. NOTES: a Q N SUBJECT TO ANY APPLICABLE EASEMENTS, ILL RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF 0 RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK, "49'ERS" PUBLISHED '- ELEVATION = 4.7552 (METERS) NAVD 1988, W CONVERTED TO 15.60 (FEET) NAVD 1988. > BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED MERIDIAN, ALONG THE CENTERLINE N �± W OF SILVER OAK DRIVE, HAVING AN ASSUMED N e BEARING OF 5 00015' 27" W. ALL OTHER (_� 0 BEARINGS ARE RELATIVE THERETO. 3:Z W a J r PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN 0 1.' ON PANEL 12111CO283J, DATED 02/16/2012. < Q 0:FLOOD ZONES ARE APPROXIMATE AS SCALED Q FROM FLOOD INSURANCE RATE MAPS. 0 0 � .J W � IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR z 0 REPORTS BY OTHER THAN THE SIGNING PARTY, % r IS PROHIBITED WITHOUT WRITTEN CONSENT o z e Z J LL OF THE SIGNING PARTY. E• 0 ~ ZJ THERE MAY BE ADDITIONAL RESTRICTIONS � g THAT ARE NOT SHOWN ON THIS SURVEY, THAT Q N V MAY BE FOUND IN THE PUBLIC RECORDS OF ST. 0 LUCIE COUNTY, FLORIDA. N N Z 1 � NOT VALID WITHOUT THE SIGNATURE AND THE M 0 ORIGINAL RAISED SEAL OF A FLORIDA m LICENSED SURVEYOR AND MAPPER., m m LEGAL DESCRIPTION FROM WARRANTY DEED REWORDED IN OFFICIAL RECORD POOK 3790. � PAGE 459, SAINT LUCIE COUNTY PUBLIC W o 3 RECORDS. z Of z o EXPECTED LAND USE IS RESIDENTIAL. a a ALL M � � z o � L MEASUREMENTS ARE IN ACCORDANCE WITH o O L o Q THE UNITED STATES STANDARD IN FEET. Q a V) 0 Li rn W o BOUNDARY &TOPOGRAPHIC SURVEY FIELD DATE; (3)h co 00 00 00l i� i 11-13-15. N to't N) 0) N WETLAND LOCATION FIELD DATE: 04-18-18. h a M LOCATE NEW WETLAND AREA: 08-21-18. STEMWALL TIE IN SURVEY FIELD DATE: m m 07-31-20. o CERTIFIED TO: CHAD HINKLE N J m M ...I Z >JY On � o WDU W • pw Zf �1 ct o Z o H N?Ono V1 H i�LL_w Z 20 f LU I,,3 LU c 2 ? Z of Z D� �in t- -NR SIDES LU ix DEAR i v C7 414 l Robert F Digitally signed by Robert f Kemerson DN: c=US, o=Unaffiliated, 007D,o u-A01410C000001747D84659E0Kemerson aoeo 02 L03 22n=Robert 15 33:47 04 00' ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 I Y O ^1 W Q J O N O m d 0 p i J w U LL IN N \ O m ca m M m Z W Z � aw Yc8c m-1 m Q V) 0 SHEET NO.: 1 OF F:\Projects\15-JOBS\15-127\dwg\NEW CADD\15-127 BNDY.dwg, SNOY, 3/22/2021 1:39:46 PM, Velcon Group, Inc., (7725) 879-0477