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HomeMy WebLinkAboutAPPR. SURVEY 2103-0210LOT 10 PARGEL D-3 PER THE PLAT OF SAVANNAH CLUB PLAT No. FOUR PLAT BOOK 30. PAGE 15 GOLF COUP-5E 0 FND IR 0 FNn r.AP c� EA5T LISTS OF PLAT 0 LOT 7 OGGUPIEG r.F.E!_.=20.1' VG In 2' CURB I. 2' CURD _T LOT G 51TE PLAN NOTE5- 1t COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL. 2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 10% GRADE 31 FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT. 4- PROP05ED DRAINAGE PLAN DE51GNED TO MEET FLORIDA BUILDING CODE, RE51DENTIAL REQUREMENT5.CR401.3) 5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF +1 61 WHEN A CULVERT 15 REQUIRED THE INVERT5 ARE TO BE 5ET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE. 7- ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIE5 AND MUST MEET A MINIMUM OF 17. LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED. 81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURP05E5 WITHOUT APPROVED BUILDING PERMITS. LEUEND ©F SURVEY ABBREVIATD7NS LENGTH A DELTA ANGLE L. A/C AIR CONDITIONER LIGHT POLE AVE. AVENUE M. MEASURED AVG. AVERAGE MH, MANHOLE B.B. BEARING BASE M.H.W L, MEAN HIGH WATER LINE B.M. BENCH MARK MON. MONUMENT ELK. BLOCK NLO NAIL L DISK BLVD. BOULEVARD N. NORTH C. CURVE No. NUMBER C.B. CHORD BEARING N.IC. NOT INCLUDED C,B,S, CONCRETE BLOCK U,H.W, OVERHEAD WIRES STRUCTURE PG. PAGE .➢. CHORD DISTANCE P.K. PARKER KALON NAIL CENTERLINE P. PLAT C.L.F. CHAIN LINK FENCE P,C. POINT OF CURVATURE CID, CHORD DISTANCE P,C,P. PERMANENT CONTROL POINT C.M. CONCRETE MONUMENT p,I, POINT OF INTERSECTION C.M.P. CORRUGATED METAL PIPE P.L. PROPERTY LINE CDNC, C R, CONCRETE COUNTY ROAD p,M. POWER METER CT. COURT P.O.B. POINT OF BEGINNING C/S CONCRETE SLAB P.B.C. POINT OF COMMENCEMENT CORNER PRC POINT OF REVERSE CURVE D, D, DEED P,R.M, PERMANENT REFERENCE MONUMENT ➢ DEED BOOK PROP, q)3 PROPOSED POWER POLEF DE P DEPARTMENT O RAD, RADIAL OR RADIUS ENVIRONMENTAL PROTECTION.R/W RIGHT OF WAY DIST, DISTANCE S. SOUTH DNR DEPARTMENT OF SEC. SECTION NATURAL RESOURCES SQ.FT, SQUARE FEET DR. DRIVE S.R. STATE ROAD E. EAST ST. STREET EASE. EASEMENT STA, STATION ELEC. ELECTRICAL STRUC, STRUCTURE EL. ELEVATION SUB, SUB➢IVISION E.O.H. EDGE OF WATER T.B.M. TEMPORARY BENCH MARK F.F. FINISHED FLOUR TELE. TELEPHONE FND, '07 FOUND LO,B, TOP OF BANK F.P.L. FIRE HYDRANT FLORIDA POWER L LIGHT TOPO, TOPOGRAPHICAL I.P. IROM PIPE TR, TRACT I.R. IRON RODINV TWSP. TOWNSHIP INVERT U E. D UTILITY L DRAINAGE /N F/N FOUND NAIL U.R. UNREADABLE GOV'T GOVERNMENT W. WEST GR. GRADE CE?) WATER METER GND, GROUND WV WATER VALVE HORZ, HORIZONTAL COMBINED LOTS H.P, HIGH POINT H.W. HEAD WALL LEGAL DE50RIPTION, ALL OF LOT B. BLOCK 75 FAIRWAY5 AT SAVANNAH GLUE, REPLAT No.1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57. PAGE 43 OF THE PUBLIC RECORDS OF ST. LUCIE CO.. FLORIDA. SAID LANDS LYING IN 5T. LUCIE CO., FLORIDA. CONTAINING 0.14 ACRES MORE OR LE55 SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. 1=T. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. S. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE nE1714 I_0CATFD_ 6. ALL SET CAPS LABELED PSM VIEH 4416 ARE SUPPORTED WITH AN 18' LONG #5 REBAR ALL FOUND CAPS ARE A 5/5- ROD WITH A CAP AS LABELED ON SURVEY. ALL FOUND REBAR ARE A 5/8- ROD UNLESS OTHERWISE NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON NORTH LINE OF LOT 6. 9. ORIGINAL IRC BM: RAY EL. =15.38' NAVD 88. 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988). UNLESS OTHERWISE NOTED. CERTIFIED TO: SAVANNAH CLUB G-1 R=975.00' N.R. L=�4.�4' A=03047'55' G13=N07°47'10'E GD=G4.G3' G-2 R=875.00' N.R. L=58.01' A=03°47'55" G13-507047'0G'E GD=58.00' *SKETCH NOT A 5URVEY& THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SKETCH DATE: REVISIONS: BY: EFFECTIVE DATE: 12/4/12 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. T TNL NO.: 12061CO283 J KMA Engineering & Surveying' LL1C CH B BY: W.E.H.WEE.H. 03�19�21 ADDED SITE 5MD INDICATES EXISTING ELEVATION INDICATES PROPOSED ELEVATION OWN T.B. INDICATES AS -BUILT ELEVATION ELEVATIONS ARE FOR CALC. Consulting Engineers & Surveyors FIE1P BOOK: NN PURPOSES ONLY, THERE ARE NO WELLS OR SEPTICS N0 WITHIN 100' OF PROPERTY UNLESS 2345 14th St, Suite 3 Vero Beach, Fl. 32960 PAC' �..N SHOWN, y — to— PROPOSED CONTOUR LINE Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.Conl �sL DATE. NN PROPOSED SWALE LINE _ ----Y� INDICATES LOT DRAINAGE WILLIAM E. HAY RST SCALD „�2p� LIVING DICA TES DRAII`N£F—IELD YROi'14Ss=017AL LAND a OR 4c ]r[APPRR Certificate of Authorizatiol� Number: L.B.8351 s's.oasmw R:marerRw�rsa No 4410 Jdg N0 19-286 LOT AREA 6.132.6 sn.ft [51=SEPTIC TANK zo