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HomeMy WebLinkAboutSurvey, finalI� 5' PLASTIC O F END ____ VN & ON E P/L 8#�aHO MHO �I(4CI I���HO -MHO Hn HW w EP O 1 CL 11 �dniyrr (C,)' 40.00' (C) 0 11 EP 1b' 15"X24" RCP11 1 /4 SECTION LINE �1 2 5 WL 1� CONC O OB 1+ FND 4"X4" CM 4416 1 1b 1h' 5. 0.73', W. 0.17' LOT 3 FFE= 20.06 3+ 1h 1,) 5' HGW FNC COP 0.60' CLEAR OF P/L + '•Ji v 1�9 1h°I to �p I00 N N 33 N NO L O p V) N WPP 5' HGW FNC 0.60' CLEAR OF P/L b 2 FND 4"X4" CM NO ID BROKEN 5. 0.35', W. 0.47' 3 TILTON ROAD 111° N_ 89019'50" W 660.00' (C) 111� (80' R/W 34' ASPHALT) + -- + - - 1bb16110 b1� h 1 1 1h' _ 5"X24" R 1h _ _ 61 �1ti g 1 SWL �1 1 1b 15 1h. TOB CONC 1c h 1h° N 89 ° 19' 50" W 610. 00' (C) 1�� 1bti N 89031'51" W 610.95'(M) NORTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 1 �P � F L35 P ti - - ---------+-� L36 ------ L34 / P61� / lqv L37 L33 FICA + _ L38 L32 L31 L39 WETLAND DELINEATED BY OTHERS ONSITE: 26,682 SQUARE FEET OR 0,61 ACRE5± L30 ti� �ti3 FL8 ��\,P L40I �P L9 -- - L41 �b 41�v L7 L42 L44 lb tie titi + L43 L45 �a ��P + 1h1+ L2 j % L 10 � L46 h 466.30' L6 1��+ L47 P� L28 Li 1 ti`' yti P L27 L12 L5 (0 do L48 L20 P�.Lh � P�0 � P� P�h L26 �� L13 ��P titi h P� �,yh�' L 14 L19 L4 \ P L25 � �F`'P �`� \L21 L24 L23 ��P �� L15 \ F`'� L49 h h� +1h Pub L22 --+ w P� I ti TOB _ �\ -- ------ �� N 89.19' 50" W 610.00' C L18 1a-�- - k To6 N 890 25' 03" W 610.50' (M) L3 L50 -- TOB _ Ny- -Ift q � 0. L 16 TOB1 1 �ti PCB PCB L 17 WETLAND DELINEATED BY OTHERS 1�v 1 L1 WETLAND DELINEATED BY OTHERS OFFSITE: 1,745 SQUARE FEET OR 0.04 ACRES± L2 OFF5ITE: 1,196 SQUARE FEET OR 0.03 ACRES± P� SOUTH 1/2 OF LOT 1 LESS THE ROAD RIGHT OF WAY, BLOCK 3 (VACANT) ADDRSV/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 lP&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 /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 EIS ELECTRIC SERVICE LB LICENSED BUSINESS Pl 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 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 CA TV 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 VLT 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 CO CLEAN OUT GA GREEN AREA NGVD NATIONAL GEODETIC VERTICAL DATUM RP RADIUS POINT COR CORNER GMH GAS MANHOLE NO NUMBER RR RAILROAD 1h3 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 SCO SANITARY CLEAN OUT 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 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 A 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 Flu OH 0 98E WPP 7:1 l 7 WVXX >a ° wv wv CL EP - v 11h 1ti 80 FND 5/8" IR NO ID 1 1 CL IN CO CALCULATED CENTER OF SECTION 23 13 � 16 EP 1b •1 SWL_ 1b1 O - SMH---------+ 1� BM EL= 16.52 (NAVD) + 1 1'L 1bFl 1g. 1bb 20' 1 FND 4"X4" CM NO ID b 2 1b N. 1.40', E. 0.78' 1 HW\ 1b' HC 11ti w Ki r o �N to 0 0 Li y 1g 1b. +11. 4" PAVER BORDER O am 1b C0 o rOi M 80.05' Li3 26.00' © PROPANE TANK V CONCRETE DRIVE o =O N "r 4" PAVER BORDER 0 - - STAIRS O 0000 I " Z 22' 18.00' o CE V o 0 0'° ty O "C20.00' ST V N N Li m 0 EXISTING SINGLE 0o _ WPP FAMILY RESIDENCE (� .--i 1''b 110 N FFE = 20.89 v D/F N N 1h' O 5CO 1bh 32.00' ° ° O o r ID O O C)COVP 32.00' CBS WALL 79.98' In (n dj ° W _ 33.00' ". PAVERS H Q 1� PAVERS STAIRS Q CL UJ > cy rn to H O O = O U icv ■ WELL© LJ E/5 N _ 0 FND 4"X4" CM NO ID N.0.57' 1 1' 1�rr �blll1b 11. o r u N 89 19 50 W r 231.88 � � � ) FND K ONJ P/L E TENDElb WETLAND LINE CHART w0 ' () BM E =17.00 (MNII�141) L1 S 13043' 32" W 37.45' L39 5 55054' 30" E 37.17' ca O p J w w L2 N 61009' 38" W 46.62' L40 5 10022' 34" E 43.46' 1hh' 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 S 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' a 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' ° L21 5 26024' 13" E 38.75' L22 N 82015'09" E 56.41' L23 N 9024' 37" W 16.29' L24 S 89053' 12" W 16.12' WPP L25 N 38051'00" W 17.02' L26 N 48041' 15" E 12.60' L27 N 41003'01" W 31.13' L28 N 68052' 39" W 15.52' L29 5 41025' 39" W 40.15' L30 N 9056' 32" E 61.68' L31 N 67040' 30" W 42.37' L32 S 62046'35" W 24.16' L33 N 19010'18" W 24.52' L34 N 59041'42" E 51.12' L35 S 83055' 37" E 29.03' L36 5 84054' 14" E 35.74' L37 S 19008'09" E 41.77' L38 S 70049' 21" E 28.65' 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 W Q OF SAINT LUCIE COUNTY, FLORIDA. m Z ADDRESS: SW CORNER OF TILTON ROAD AND N O SILVER OAK DRIVE LL m PORT ST LUCIE, FL. 34953 O W _ NOTES: �uF Q V♦ SUBJECT TO ANY APPLICABLE EASEMENTS, LL RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF Q 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, 1149'ER51' PUBLISHED ELEVATION = 4.7552 (METERS) NAVD 1988, W CONVERTED TO 15.60 (FEET) NAVD 1988. ' j BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED MERIDIAN, ALONG THE CENTERLINE OF SILVER OAK DRIVE, HAVING AN ASSUMED N N BEARING OF 5 00015' 2711 W. ALL OTHER BEARINGS ARE RELATIVE THERETO. = r W J N PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN LL O� ON PANEL 12111CO283J, DATED 02/16/2012. o Q FLOOD ZONES ARE APPROXIMATE AS SCALED Q N FROM FLOOD INSURANCE RATE MAPS. 0 0 � IN ACCORDANCE WITH CHAPTER 5J-17.051, J W ADDITIONS OR DELETIONS TO SURVEY MAPS OR a L a N V a REPORTS BY OTHER THAN THE SIGNING PARTY, QLL O r IS PROHIBITED WITHOUT WRITTEN CONSENT �? Z� 0 OF THE SIGNING PARTY. C W � Z THERE MAY BE ADDITIONAL RESTRICTIONS iz Q Q THAT ARE NOT SHOWN ON THIS SURVEY, THAT W 0 N MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. N N I I NOT VALID WITHOUT THE SIGNATURE AND THE M 0 DO ORIGINAL RAISED SEAL OF A FLORIDA m LICENSED SURVEYOR AND MAPPER.. m m LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 3790, J a a PAGE 459, SAINT LUCIE COUNTY PUBLIC W o Q. Q RECORDS. z ° EXPECTED LAND USE IS RESIDENTIAL. U ° Z O i� ALL MEASUREMENTS ARE IN ACCORDANCE WITH ° o O 0' Q THE UNITED STATES STANDARD IN FEET. my z � o ro m� BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE, 0) 0) w 11-13-15. WETLAND LOCATION FIELD DATE: 04-18-18. N h N v to v o o •� C) 0 0 0 LOCATE NEW WETLAND AREA: 08-21-18. o STEMWALL TIE IN SURVEY FIELD DATE: m m m 07-31-20. m LAST DATE OF FIELD WORK (FINAL SURVEY): k 00 08-26-21. H V J °z > � o CERTIFIED TO: CHAD HINKLE W, o w Q r- rL Z/I� H H,0 O O HvZN�o°'o Z I= W LU >>°�W� 3 Z of Z� �� o} u 0 N LL, l!) a I- N �- N V H0 o J LL. LU > W V % � /� z O� z �W W 0 z Digitally signed by Robert F Kemerson Robert F DN: c=U5, o=Florida, d nQua I ifier=A01410C0000017A9B 00OA070, cn=Robert F Ke m e r s o n B Kemersoemerton Date: 2021.09.01 11:53:42-04'00' ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 o .. w 3 00 J O O m d N � I 0 oh < J W n m m II \ w W 0 0 0 I SHEET NO.: 1 OF F:\Projects\15-SOBS\15-127\dwg\NEW CARD\15-127 BNDY.dwg, BNDY, 9/1/2021 11:50:40 AM, Velcon Group, Inc., (7725) 879-0477