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HomeMy WebLinkAboutSURVEYSco. h O5 e. PPp=oJed ti3a �aa I I m C° M b 1°. I 'FND 1" co N 30' �w I Yco d co Ll. I l a O 0 ILo w I" r- 1 14 o W W ILi - v N o LJJ O •D d- st Z Q z Z r-1 W 0. 0.1 W W 0.,6pt in _ - c "' N Q No- 10 O d' I aN Z N w 0 � tiati tiny �� 20.�0 30' tiA' ri�D 5/8" B5T a w W J IJr) I �q t2�� ti v� $0 O rn M M Ww L �Lo N o o �p Z z as LOT 94 b +ti OCCUPIED +tib + + tib9 tia I �a� F.F.E. 29.66 FND 5/8" I.R. TP NO SEPTIC INTERFERENCE BM EL. 24.68 WELL© N 43 ° 34' 0911 W470.001 (P) ID tihtih tih1h 2hti N 43034' 54" W� 469.87' (M) tiab tiah FND V IP & P ILL tia9 I Lq L(/gypT a+r N N I O/iq� 5 M M I I 13.67' m '1 m +tip N 11.67' NO FORMS- " 4.67 a c I_I 4.67' 4.25' I 2.0' 1 M 7.67 bPAINFIELD O TANK 78.67' 32.33' FORMBOARD + TOP OF FORM 11.0, 3.0' EL= 28.80 0 N 45.0' 0.67'1 14.0' ABBREVIATIONS LEGEND I I I I IZ I ILu Itj Io �N0 � tia1 I� I I I I I I I 118.0C, I I j a I N 43034'09" 'VW 470: 00' (P&M) ' ,OT 7 OCCUPIED F.F.E. 27.73 Aj A/C AIR CONDITIONING DC "D"CURB INV INVERT PAVE PAVEMENT STY ST STORY SEPTIC TANK AC ACRE D.E. DRAINAGE EASEMENT IP IRON PIPE PB PLAT BOOK 5V :SANITARY VALVE AL ALUMINUM DI DROP INLET IP&P IRON PIPE &PLUG PC POINT OF CURVATURE SWL 5WALE ANC ANCHOR DIA DIAMETER IR IRON ROD PCC POINT OF COMPOUND CURVATURE TA TOP OF ASPHALT AP ANCHOR POLE DIP DUCT.:LE IRON PIPE IV IRRIGATION VALVE PCO PRESSURE CLEAN OUT (SANITARY) TM TAX MAP APRX APPROXIMATE DMH DRAINAGE MANHOLE IR&C IRON ROD AND CAP PCP PERMANENT CONTROL POINT TMH TELEPHONE MANHOLE ASP ASPHALT DUE DRAINAGE & UTILITY EASEMENT IW IRRIGATION WELL PF PLASTIC FENCE BE BRIDAL PATH EASEMENT EC EDGE OF CONCRETE L LENGTH PG PAGE 108 TOE TOP OF BANK TOE OF SLOPE BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL LB LICENSED BUSINESS PI POINT OF INTERSECTION TP TRAVERSE POINT BLDG BUILDING EL ELEVATION LFTS LIFT STATION PK&D PARKER KALON NAIL AND DISK TR TELEPHONE RISER BLK BLOCK ELEC ELECTRIC LIME LAKE MAINTENANCE EASEMENT PK/TT PARKER KALON NAIL AND TIN TAB BM BENCHMARK ELEV ELEVATION LOC LOCATION PLS PROFE55IONALLANE) SURVEYOR TRANS TRANSFORMER ROC BACK OF CURB EM ELECTRIC METER LP LIGHT POLE POB POINT OF BEGINNING 1-SB TRAFFIC SIGNAL BOX (RP) BP BRICK PAVERS ENC ENCROACHMENT L5 LICENSED SURVEYOR POC POINT OF COMMENCEMENT TT TIN TAB FND PK&D 85T BELLSOUTH TELEPHONE RISER EOW EDGE OF WATER M MEASURED PP POWER POLE TWP n'P 1-OWNSHIP TYPICAL PCP #3490 BRG BEARING EP EDGE OF PAVEMENT MAX MAXIMUM PRC POINT OF REVERSE CURVATURE U/C UNDER CONSTRUCTION BW BARBED WIRE E58 ELECTRIC SERVICE BOX MR MAILBOX PRO PRORATED DISTANCE UE UTILITY EASEMENT C&G CURB AND GUTTER ESMT EASEMENT MEAS MEASURED PROP PROPOSED UP UTILITY POLE C&T CULPEPPER & TERPENING EXI5T EXISTING MES MITERED END SECTION PRM PERMANENT REFERENCE MONUMENT C/O CUT OUT EXT EXTENDED MH MAN HOLE P5M PROFESSIONAL SURVEYOR & MAPPER UR UTILITY RISER C CALCULATED F FENCE MHWL MEAN HIGH WATERLINE 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 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 CI CURB INLET 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 %AIPP WELL POINT WOOD POWER POLE CLF CHAIN LINK FENCE FOC FACE OF CURB N NAIL RCP REINFORCED CONCRETE PIPE WV WATER VALVE TREE LEGEND CM CONCRETE MONUMENT FOW FACE OF WALK NA NON -APPLICABLE RGE RANGE 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 VERT ICAL DATUM RP RADIUS POINT tib� = SPOT = OAK TREE COP, CORNER GMH GAS MANHOLE NO NUMBER RR RAILROAD CONIC CONCRETE GND GROUND NTS NOT TO SCALE RRS RAILROAD SPIKE CONST CONSTRUCTION GRD GRINDER O/A OVERALL S/W SIDEWALK =PROPOSED ELEVATION = PALM TREE COV COVERED HC HEADERCURB 0/5 OFFSET SAN SANITARY SEWER MANHOLE CE COVERED ENTRY HDPE HIGH DENSITY POLYETHYLENE OE OVERHEAD EASEMENT SST SOUTHERN BELL TELEPHONE FLOW ARROW = PINE TREE COVP COVERED PORCH HGW HW HOG WIRE HEADWALL OHE OHU OVERHEAD ELECTRIC OVERHEAD UTILITY SEC SF SECTION SQUARE FEET CPP CONCRETE POWER POUE CPPIPE CORRUGATED PLASTIC PIPE HYD HYDRANT OR OFFICIAL RECORD SHP SHIP SPIKE OR BOLT CS CONCRETE SLAB ICV IRRIGATION CONTROL VALVE ORB OFFICIAL RECORD BOOK SLCR ST LUCIE COUNTY RECORDS A DELTA ANGLE ID IDENTIFICATION P/C PROPERTY CORNER SLIP STREETLIGHT 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 10.9 FND 1" IPI& P ILL w tib� ti�� ti�1 w + w LEGAL DESCRIPTION: � a N Z LOT 95, SABAL CREEK, PHASE 2, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 24, PAGE 00 w -t00 H 1, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. �. Z)` w U 'L LL ADDRESS: 8047 SPENDTHRIFT LANE U PORT ST. LUCIE, FLORIDA v LU NOTES: V) SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. O Z A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. BEARINGS SHOWN ARE RELATED TO THE CENTERLINE OF SPENDTHRIFT LANE, AS SHOWN ON THE PLAT OF RECORD. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4263, PAGE 2272, ST. LUCIE COUNTY PUBLIC RECORDS. ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: AB2479. STATION NAME CANAL C2413. HAVING A PUBLISHED ELEVATION OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD '88.) ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NAVD ' 29) BY ADDING 1.48 FEET TO THE NAVD ELEVATION. PROPERTY LIES IN A NON PRINTED F.I.R.M. PANEL 12111CO254 J (LOCATION NOT PRINTED), DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. L E G E N D ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, I5 = _ BST PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. POSTED SIGN BELLSOUTH TELEPHONE RISER �x = LIGHT POLE E) = BELLSOUTH TELEPHONE MANHOLE THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. v = WOOD POWER POLE © = GREASE TRAP UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES p = WIRE PULL Box ® = TRAFFIC SIGNAL BOX AND OR FEATURES MAY EXIST. BF = BACK -FLOW PREVENTOR B� = DOUBLE DETECTOR CHECK VALVE THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND = WATER METER = FIRE DEPARTMENTCONECTOR IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. voc WATER VALVE = T. = FIRE INDICATOR POST NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FIRE HYDRANT EL = ELECTRIC METER SURVEYOR AND MAPPER. m CLEAN -OUT � = Gas VALVE THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. = CURB INLET TYPE 6 G"" = CATCH BASIN ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IF FEET. OS = SANITARY MANHOLE © = MITERED END SECTION BOUNDARY SURVEY FIELD DATE: 8-05-19. FORMBOOARD SURVEY TIE IN FIELD DATE: 01-06-20, 0 = DRAINAGE MANHOLE � = CONCRETE POWER POLE = YARD DRAIN esoe = ELECTRIC SERVICE BOX CERTIFIED TO: ZAFER TERMANINI; KLARA TERMANINI. 0 = IRRIGATION VALVE ® = AIR RELEASE VALVE IV 10 = IRRIGATION CONTROL VALVE suvc = SANITARY VALVE cv By ROBERT F. KEMERSON St.. �UClei�011flh1 PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 000 i I H w 3 0l aZ oizz z Za o CIL a H a � a a w I o N rn rn f rn OJ O1 n O D` n O 0 0 0 0 0 0 o < a DRAWN BY: BK APPROVED BY; R. KEMERSON SCALE: r=20' DATE: 08/_06/19_ FIELD BOOK/PAGES SURVEY MAP JOB NUMBER: 19-2121 SHEET: 1 OF D N:\Projects\20191,19-2121 Telese - Spendthrift Lot 95\19-2121 BNDY.dwg, BNDY lUPO, 1/B/21JZU B:d/Ab AM I h tiA� �,SA AAA I 00 A 'O ° 'f,A,b + 3� tiA FND 1" IP NO ID N 30' F �"- w I 24.4 a m (D O z w 0 N N I _n m8 Bo D`'o0lq, Un a y4" W o W W Q° 04 d .n %0 m m g v y n N o N 0 Q O %0 I 0 7 W K) N 0 it I Z it Z ti3 I �A3 PROPOSED COLUMN I v PAVER DRIVE I ❑ PROPOSED COLUMN I I n. I w 41 tiA3J 30' tiA'' FIND 5/8" IR&C ILL Lu ■ BST w Q 24.1 I I CL tiAp, � �� ryAh Z ^ ^ o � I O 00 rn M M W W LO 1O N o Z z A/C AIR CONDITIONING AC ACRE AL ALUMINUM ANC ANCHOR AP ANCHOR POLE APRX APPROXIMATE ASP ASPHALT BE BRIDAL PATH EASEMENT BFP BACK FLOW PREVENTOR BLDG BUILDING ILK BLOCK BM BENCHMARK BOC BACK OF CURB (RP) BP BRICK PAVERS FNDPK&D BST BELLSOUTH TELEPHONE RISER PCP #3490 BRG BEARING BW BARBED WIRE C&G CURB AND GUTTER C&T CULPEPPER & TERPENING C/O CUTOUT C CALCULATED CAN CABLE TELEVISION BOX CB CATCH BA5IN CBS CONCRETE BLOCK STRUCTURE CHO CHORD CI CURBINLET CL CENTERLINE TREE LEGEND CHAIN LINK FENCE cm CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO CLEAN OUT = OAK TREE COR CORNER CONC CONCRETE CONST CONSTRUCTION = PALM TREE cov COVERED CE COVERED ENTRY = PINE TREE COVP COVERED PORCH CPP CONCRETE POWER POLE CPPIPE CORRUGATED PLASTIC PIPE CS CONCRETE SLAB A DELTA ANGLE O/F DRAIN FIELD D DEED INFORMATION 100.00, 14.0' A LOT 94 +tiA OCCUPIED F.F.E. 29.66 NO SEPTIC INTERFERENCE 25.3 3 �h N PAVER DRIVE N 78.67' 13.67' 1.17' L4. A 4.25'. PROPOSED .. 4.67' SINGLE FAMILY o 0 4.25' RESIDENCE 20� FFE= 28.70 Z8$ ,Ci 32.33 +ebb +�b9 SET 5/8" I.R. TP BM EL, 24.68 WELL@ N 43034109" W 470.00' (P) �h) N 43034' 54" W 469.87' (M) tiAb -ham 10 Lq �0e m 25" z8.z ® PROPOSED WELL N V IVA9 2.0Cin7.67' 2061- SQUARE FOOTGREEN AREA z 2.^ p DRAINFIELD AREA °0 45.0' 1 14.0' 31.17' ;4sY OTHERS) 1 — — No No 1 26.1 1 N 43034'09" W 470.00' (P&M) +tit.0 gbh DRAIN FIELD O TANK ABBREVIATIONS LEGEND '.OT 96 OCCUPIED F.F.E. 27.73 :V] DC "D"CURB INV INVERT PAVE PAVEMENT STY STORY D.E. DRAINAGE EASEMENT IP IRON PIPE PB PLAT BOOK - ST SEPTIC TANK DI DROP INLET IP&P IRON PIPE &PLUG PC POINT OF CURVATURE SV SANITARY VALVE DIA DIAMETER IR IRON ROD PCC POINT OF COMPOUND CURVATURE SWL SWALE DIP DUCTILE IRON PIPE IV IRRIGATION VALVE PCO PRESSURE CLEAN OUT (SANITARY) TA TOP OF ASPHALT DMH DRAINAGE MANHOLE IR&C IRON ROD AND CAP PCP PERMANENT CONTROL POINT TM TAX MAP DUE DRAINAGE & UTILITY EASEMENT IW IRRIGATION WELL PF PLASTIC FENCE TMH TELEPHONE MANHOLE EC EDGE OF CONCRETE L LENGTH PG PAGE TOB TOP OF BANK ECP ELECTRICAL CONTROL PANEL LB LICENSED BUSINESS PI POINT OF INTERSECTION TOE TOE OF SLOPE EL ELEVATION LFTS LIFT STATION PK&D PARKER KALON NAIL AND DISK TP TRAVERSE POINT ELEC ELECTRIC LME LAKE MAINTENANCE EASEMENT PK/TT PARKER KALON NAIL AND TIN TAB TR IELEPHONE RI5ER ELEV ELEVATION LOC LOCATION PLS PROFESSIONAL LAND SURVEYOR TRANS TRANSFORMER EM ELECTRIC METER LP LIGHT POLE POB POINT OF BEGINNING TSB TRAFFIC SIGNAL BOX ENC ENCROACHMENT LS LICENSED SURVEYOR POC POINT OF COMMENCEMENT TT TIN TAB EOW EDGE OF WATER M MEASURED PP POWER POLE TWP TOWNSHIP EP EDGE OF PAVEMENT MAX MAXIMUM PRC POINT OF REVERSE CURVATURE TYP TYPICAL ESB ELECTRIC SERVICE BOX MB MAIL BOX PRO PRORATED DISTANCE U/C UNDER CONSTRUCTION E5MT EASEMENT MEAS MEASURED PROP PROP05ED UE UTILITY EASEMENT EXIST EXISTING ME5 MITERED END SECTION PRM PERMANENT REFERENCE MONUMENT UP UTILITY POLE EXT EXTENT)ED MH MAN HOLE PSM PROFESSIONAL SURVEYOR& MAPPER UR UTILITY RISER F FENCE MHWL MEAN HIGH WATER LINE PSWL PLASTIC SWALE UW UNDER WATER FC "F" CURB MIN MINIMUM PT POINT OF TANGENCY VC VALLEY CURB FDC FIRE bEPARTMENT CONNECTION MN MAGNETIC NAIL P.U.E. PRIVATE UTILITY EASEMENT VLT VAULT FECRR FLORIDA EAST COAST RAILROAD MIT MITERED END PVC POLYVINYL CHLORIDE WD 14:1001) FFE FINI6HED FLOOR ELEVATION MW MONITORING WELL R/C ROD AND CAP WL WATER LINE FH FIRE HYDRANT M&B METES AND BOUNDS R/W RIGHT-OF-WAY WM WATER METER FND FOUND N&D NAIL AND DISK R RADIUS WP WELL POINT FOC FACE OF CURB N NAIL RCP REINFORCED CONCRETE PIPE WPP WOOD POWER POLE FOW FACE OF WALK NA NON -APPLICABLE RGE RANGE WV WATER VALVE FPL FLORIDA POWER & LIGHT NAVD NORTH AMERICAN VERTICAL DATUM RLS REGISTERED LAND SURVEYOR GA GREEN AREA NGVD NATIONAL GEODETIC VERTICAL DATUM RP RADIUS POINT lb' GMH GAS MANHOLE NO NUMBER RR RAILROAD + = SPOT ELEVATION GNO GROUIIID NITS NOT TO SCALE RR5 RAILROAD SPIKE GRD GRINDER O/A OVERALL S/W SIDEWALK 28.2 = PROPOSED ELEVATION HC HEAD..:R CURB 0/5 OFFSET SAN SANITARY SEWER MANHOLE HOPE HIG'-I DENSITY POLYETHYLENE OE OVERHEAD EASEMENT SBT SOUTHERN BELL TELEPHONE FLOW ARROW HGW HOG'.VIRE OHE OVERHEAD ELECTRIC SEC SECTION HW HEAD NALL OHU OVERHEAD UTILITY SF SQUARE FEET HYD HYDRANT OR OFFICIAL RECORD SHP SHIP SPIKE OR BOLT ICV IRRIGATION CONTROL VALVE ORB OFFICIAL RECORD BOOK SLCR 5T LUCIE COUNTY RECORDS ID IDEN':-IFICATION P/C PROPERTY CORNER SLP STREETLIGHT SUPPORT POLE ILL ILLEGIBLE PIT PROPERTY LINE SMH SANITARY MANHOLE INT INTERSECTION P PLAT SPC STATE PLANE COORDINATES 154.49' LOT CONTAINS = 82,250 SQUARE FEET = 100%. LIVING, GARAGE, PORCH, WORKSHOP, TROPHY ROOM & ENTRY = 7,524 SQUARE FEET = 9.1%. PAVER DRIVEWAY & WALKS IN LOT & CONCRETE SLABS = 4,921 SQUARE FEET= 6%. POOL, SPA & DECK = 1,901 SQUARE FEET = 2.3%, OPEN SPACE = 67,904 SQUARE FEET= 82.6%. I I LOT 95 VACANT "c a I I ,x I� I I I IZ I Iw I� Io I� I + 272.49. I I I 118,00' IVA0 ?'' IP & P ILL tiA9 24.9 �— 25.0 B.E. S" ryh0 �3 ryA9 �A9 FND i" IPI& P ILL f w z w w U +uj gbh +tiA1 �A1 z w w LEGAL DESCRIPTION: p N z LOT 95, SABAL CREEK, PHASE 2, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 24PAGE 00 w 00 -0 N 1, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. „ a N -Ii L w ADDRESS: 8047 SPENDTHRIFT LANE via PORT ST. LUCIE, FLORIDA NOTES: Lu REVIEWED FQR SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. S HAS NOT BEEN MADE BY THIS OFFICE. MODE COMPLIANCE A SEARCH OF THE PUBLIC RECORD ST. LUCIE COUNTY BEARINGS SHOWN ARE RELATED TO THE CENTERLINE OF SPENDTHRIFT LANE, AS SHOWN ON THE PLAT OF I I BOCC RECORD. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4263, PAGE 2272, r r MIN. S ACK RE'Q, LUCIE COUNTY PUBLIC RECORDS. FRONT SIDES ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: A62479. STATION NAME CANAL C2413. CNR TECH SI S HAVING A PUBLISHED ELEVATION OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAV)'88.) REAR NG ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NAVD '29) BY ADDING 1.48 FEET TO THE NAVD ELEVATION. TECH._ PROPERTY LIES IN A NON PRINTED F.I.R.M. PANEL 12111CO254 J (LOCATION NOT PRINTED), DATED 2/16/2. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. L E G E N D ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS = POSTED SIGN ST = BELLSOUTH TELEPHONE RISER PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. = LIGHT POLE (D BELLSOUTH TELEPHONE MANHOLE THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. 41 = WOOD POWER POLE Q = GREASE TRAP UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES WPB p = WIRE PULL BOX ® = TRAFFIC SIGNAL BOX AND OR FEATURES MAY EXIST. e = BACK -FLOW PREVENTOR ODCrl,"� = DOUBLE DETECTOR CHECK VALVE THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE POUND m = WATER METER = FIRE DEPARTMENT CONECTOR IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. voc oa = WATER VALVE F. = FIRE INDICATOR POST NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED = FIRE HYDRANT [. = ELECTRIC METER SURVEYOR AND MAPPER. c; = CLEAN -OUT � = GAS VALVE THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. = CURB INLET TYPE 6 a = CATCH BA5IN ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IF FEET. O = SANITARY MANHOLE ® = MITERED END SECTION BOUNDARY SURVEY FIELD DATE: 8-05-19. C) = DRAINAGE MANHOLE = CONCRETE POWER POLE = YARD DRAIN fo = ELECTRIC SERVICE BOX CERTIFIED TO: ZAFER TERMANINI; KLARA TERMANINI, 0 = IRRIGATION VALVE ® = AIR RELEASE VALVE IV 10 = IRRIGATION CONTROL VALVE 5e = SANITARY VALVE r ROBERT F. KEMER50N PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 V 0 N V Z N co H J W W —, Z F0 w Z W� 0 4.4.. Z % c> tH f� N _j w V ~ �Y LL" N3 Z �OW%� W > c :5 W o) CLLLQ- -ZV) O() WZQJ �a N J CL 3 U° w > LU W v Z 0 to Q H a Z a LLZ O>w* �f N a lU o 4 a lL Z � m z In z 5 0 o w rn o o a � m DRAWN BY: BK APPROVED BY: R. KEMERSON SCALE: 1" = 20' _ DATE: 08/06/19 _ FIELD BOOK/PAGES SURVEY MAP OB NUMBER:CJJ 9-2121 SHEET: 1 OF 1 cts\2019\19-2121 Telese - Spendthrift Lot 95\19-2121 BNDY.dwg, BNDY TOPO, 8/8/2019 2:55:37 PM