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HomeMy WebLinkAboutSurveyI`. ' .��ihaa¢ot=U:»rPS 2w"C"d a..,y._,. y,.�;lx . s.. ,.. var... ". ' &iEW�YLL5tiT5XWikGSd`i85YAi5Y.WW """"2.m_➢aa'^",aR' wa`5w4E4A,P1€'ur" YGulYILeYazAffi`...•• •••" AkS . ,.,...... 1�M�FfL9r^-+2.". a15Y. ,x� qe�•� �Pgi KII. : PLRMYT ! 1 av a. io gEGE DELTAarvc ERVEX ADjWVL. E�A=N1 I A/C AIR AIR CONDITIONER LIGHT POLE i/ AVE.VAVENUE M. MEASURED AVERAGE _ MH MANHOLE P.D. H.H BEARING BASE M N. MEAN HIGH WATER LINE Q H.M. BENCH MARK NON MONUMENT BLK BLOCK W U BLVD.BOULEVARDN. a] C. CURVE. No NUMB R➢ISK NIC NOT INCLUDED y tJD .CHORD. BEARING C 3 CM.S. CONCRETE BLOCK pHW. OVERHEAD WIRES d }a-j C.D.STRUCTURE PG. PAGE I" C E N . CHORD DISTANCE P K PARKER KALON NAIL { 2 C CENTERLINE LI K PC. POINT OF CURVATURE W GAF. CHAIN LINK FENCE ` CA. 'CHORD DISTANCE -PEP PERMANENT CONTROL POINT .CA, CONCRETE MONUMENT p,I POINT -0F INTERSECTION ,� 'CM.P.. CORRUGATED METAL PIPE.PL PROPERTY LINE PARCEL D - 3 'CONC. CONCRETE pM POWER Y LINE p C.R.T,COURTY ROAD : P.O.B. POINT OF BEGINNING [ ER PER THE PLAT OF SAVANNAH' GLOB CT, COURT PCC POINT OF COMMENCEMENT CIS CONCRETE SLAB C. 'CDR CORNER P.RM PERMANENT REFERENCE MONUMENT Lu PRO POINT OF REVERSE CURVE ±ti PLAT No. FOUR PLAT BOOK 30. PAGE 15 as. DEED BOOK PROP. PROPOSED RQA PAVER .POLE J RP DEPARTMENT OF RAW RADIAL OR RADIUS" ENVIRONMENTAL PROTECTION i R/W RIGHT OF WAY- DNR DISTANCE " ➢NR DEPARTMENT OF S SOUTH NATURAL RESOURCES SEC.. - EC -� GOLF DR. ➢RIVE SOFT. SQUARE FEET SR. STATE ROAD C,OUR5E E. EAST ST STREET EASE EASEMENT STA STATION '➢ ELEC ELECTRICAL SUB. SUBDIVISION �^ E.O.W. EDGE OF ELEVATION OWATER SUB. STRUCTURE F.F. FINISHED FLOOR T.B.M.TEMPORARY BENCH MARK V TELE. TELEPHONE FND. GAP 0 FND. FOUND T.O.B. TOP OF BANK" \' LIMITS OF PLAT - .�.+""'- : Yf FIRE HYDRANT TOPO TOPOGRAPHICAL (42BGi ( �\ �"""-`� F.P.L. FLORIDA PAVER 6 LIGHT TR. TRACT, i FND. GA I.R. IRON RODE tj "'We?2 TWSP TOWNSHIP C428G) INV. INVERT U 6 D UTILITY.& DRAINAGE _ ` FIN FOUND NAIL U.R. UNREADABLE C9I GRV T GADE GOVERNMENT W. WEST -CM WATER METER DJ ((( 15' Wal SEIBAq( Q GN➢. GROUND :WV WATER VALVE U (� HORZ HORIZONTAL COMBINED LOTS _.L HP. HIGH POINT O SEWER MANHOLE q-� ': ( H.W. HEAD WALL tip• 7$ PORCH 1 BLOT 10OCK J I I PROPOSED \:;,/ LEGAL A DESG RIPTIO AL oPREMANUFAGTURED N LOP LOT 10. BLOCK 75 r-aI HOME ° Y�—a FAIRWAY5 AT '5AVANNAH CLUB, RBPLAT N©.1 LOT 11 #7812 ACCORDING TO THE PLAT THEREOF A5 RECORDED PROPOSED IN PLAT BOOK 57. PAGES 39 THROUGH 44 OF .Dr <. LOT 8 THE PUBLIC RECORDS OF 5T. LUCIE CO., FLORIDA. PROPOSED 5AID LANDS LYING IN 5T LUCIE CO.. FLORIDA. ni 11_3.4' CONTAINING 0.14 ACRES MORE OR LE55 22.0 LA SURVEY NOTES: i 1 LANDS SHOWN HEREON WERE NOT ABSTRACTED o � ej FOR RIGHTS -OF -WAY Al EASEMENTS OF RECORD. ii GARAGE I 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS PORCH ' I 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. LJ 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY .A _ CLIENT, ELEC SETBACK 5. NO STRUCTURES OR UTILITIES THAT ARE d A9 �:I10' UTILITY GONG _ I .»' .... -.. _ BENEATH THE SURFACE HAVE -BEEN LOCATED. 6. ALL SET CAPS LABELED PSM WEH 4416 ARE s,; 0 EA5EMENT nwvEw TELE q N F5"i SUPPORTED WITH AN 18" LONG #5 REBAR FND. CAP N Ox CABLE �?#, "_- -..:.-,�_____ "-�-" MALL FOUND CAPS ARE -A'-S/8" ROD WITH ,A CAp - CUR.) " � . `' - ,„,,, BOX �—. AS LABELED ON SURVEY. � ..�-- �Rv FND. a'G') A T ALL FOUND REBAR ARE A 5/8" ROD UNLESS C428G7- er Box OTHERWISE NOTED. e, SON PxM 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED EL.=16Ja-' tim°� UNLESS OTHERWISE NOTED. 8. BEARING BASE ON EAST LINE OF LOT 11 MCCLINT 2'�Ra 7 o C 40' PRIVATE R/W D 2O' PAVEMEN� r,> CERTIFIED TO. SAVANNAH CLUB lye. J 2'. CURB I MIN. SETBACK REQ. FRONT SIDES CNR SIDES REAR - — ZNG. T I TECH. R=975.00' N.R. R=875.00' N.R. L=G4.72' L=58.0q' ' 517E PLAN N WATER A=03°48'12" A=03°48'14' 1rGOUNTYWATER +SEWER AVAILABLE FOR THIS PARCEL: R 3r FIRST STDRIFLOOR ELEVATION Ifs ABUST WITHOUT A HEALTH GRADE. GB=.NO3°5q OG�E G8=503'5q'0l 3.: FIRST FLOOR ELEVATION ESTAtlL15HED WITHOUT A HEALTH DEPARTMENT PERMIT. V ��^-• r� ., 4, PROPOSED. DRAINAGE. PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REQUIREMENTS:CR401.3) CD=�CJ4.63' GD=58.O 5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4d 8 G,.WHEN A GULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE. 7- ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF IZ LONGITUDINAL. SLOPE OR OTHERWISE ACCEPTED. J-11LOT PLAN ARE NOI TO BE liii FOR CO T[QN F WITHOUT APPROVED 13UILDING FE IrsPDRAWN HIS: SURVEY MAP AND REPORT OR COPIES THEREOF ARE EFLOOD ZONE: X N T VALID WITHOUT THE SIGNATURE. AND ORIGINAL RAISED a ,,� DARY SITE ..EFFECTIVE. DATE::-02/16/12 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �= HAYHURST LAND SURVEYING I,IC./ DATE• .' REVISIONS. BY• EFF CTIV 1 A E; 02 6CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 7364) W E H INDICATES EXISTING ELEVATION`5P INDICATES PROPOSED ELEVATION 5® INDICATES AS -BUILT ELEVATION Sc MAPPING COMPANYT.B. ELEVAPURPOSESIONSNARE FOR CALC. 445 9TH S'i'. S.W. Unit-7THERE. ARE NO WELLS OR SEPTICS %f VERO BEACH, :FL. 32962 PAGE M@ �, �, WITHIN 100 OF PROPERTY UNLESS. SHOWN. PHONE: (772) 569-6680 FlEu1 ®A'E' 4 1 2O <zp'- PPROPOSED ROPOSED CONTOUR SWALE LINE E •(/< INDICATES LOT DRAINAGE wllaiAla E. xAY R nw FAX: (772) 170-3446 SCALE 1"=20 h P oxunenxoxwx. L ffi e ft e. .cnQrxure y :. 4 rnonxaw'amaxeraenzzox :zo .�".�„ - hayhurstlsQive.com J ':1.9-288 i Mp " � V�FDP."Y1�':BaRR4 !SICelA6^R� y II