Loading...
HomeMy WebLinkAboutFormBoard SurveyN8610.30'00'E .239.50' 40.o FND. PK NAIL/DISK CLB205D C2391) LEGEND OF SURVEY ABBREVIATIONS: A/C AIR CONDITIONER A DELTA ANGLE AVE.' AVENUE AVG. AVERAGE B.B. BEARING BASE B.M. BENCH MARK BLK. BLOCK BLVD. BOULEVARD B.S.L. BUILDING SETBACK LINE C. CURVE GB. CHORD BEARING C.D. CHORD DISTANCE C.B.S. CONCRETE BLOCK STRUCTURE CENTERLINE C.L.F. CHAIN LINK FENCE C.M. CONCRETE MONUMENT C.M.P. CORRUGATED METAL PIPE CONC. CONCRETE C.R. COUNTY ROAD CT. COURT D. DEED D.B. DEED BOOK DIST. DISTANCE E. EAST ESMT. EASEMENT R EC.. ELECTRICAL EL ELEVATION F.F. FIRST FLOOR FND. FOUND F.P.L. FLORIDA POWER & LIGHT GND. GROUND H.P. HIGH POINT H.W. HEAD WALL IRON PIPE iLP. R. IRON ROD INV. INVERT L LENGTH L.B. LIMITED BUSINESS M. MEASURED H. M. MANHOLE M.H.W.L MEAN HIGH'WATER LINE MON. MONUMENT ' N. NORTH N.A.V.D. NORTH AMERICAN VERTICAL DATUM N.R. NOT RADIAL O.H.W. OVERHEAD WIRES O.R.B. OFFICIAL RECORDS BOOK PG. PAGE PPLAT /(' PARKER-KALON (TYPE OF NAIL) P.C. POINT OF CURVATURE P.C.P. PERMANENT CONTROL POINT P.I. POINT OF INTERSECTION P.O.B. rPOINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT P.R.M. PERMANENT REFERENCE MONUMENT PROP. PROPOSED P.T. POINT OF TANGENCY RAD. RADIAL.OR RADIUS R/W RIGHT OF WAY S. SOUTH SEC. SECTION - SQ.FT. SQUARE FEET S.R. STATE ROAD ST. STREET ' STA. STATION TELE. TELEPHONE T.O.B. TOP OF BANK TOPO. TOPOGRAPHICAL TR. TRACT TWSP. TOWNSHIP U&D UTILITY & DRAINAGE U.R. UNREADABLE W. WEST WV WATER VALVE FND. PK NAIL/DISK CL• B205) FORMBOARD LOCATION TOP. OF BOARD EL.=20.0' --- id39 030'00•E 239.50' -------T1 LOT 14 289.50-- — — — — LOT 13 EXISTING STRUCTURE --------------- I � 27G.8' -----------------------�------------------- 275-2---------------------� 27',0 V. EXISTING LOT 9 STRU RE I I$i r II I�i I to a n�' V.�i J ed' EXISTING .! STRUCTURE ICI Date ro I INi I loll I R— — — — — — — — — 28950---- — — — O �. N 0 l� l Z C) FND. PK NAIL/DISK C2391) _ CEL.=20.G7' PER SITE PLAN) TBM EL =19.24' R-2S.00' T�.03• L-3%ZO' LOT 10 LOT 12 -------- 289.50'----- 539 030'00'W 52°I.00' LOT 11 -= I LEGAL DESCRIPTIONS LOTS 9. 10. 11, 12. 13, AND o 14, BLOCK 4, AIRPORT INDUSTRIAL PARK - UNIT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 12. PAGE 40 OF THE PUBLIC RECORDS OF ST. LUGIE GO.. FLORIDA. SAID LANDS LYING- IN ST. LUGIE GO., FLORIDA. - GONTAINING 7.27 ACRES MORE OR LE55 SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED ry FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF °o J RECORD. m 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW ao NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY ® CLIENT. 5. NO STRUCTURES OR UTILITIES THAT .ARE $ BENEATH THE .SURFACE HAVE BEEN LOCATED. f 6. EXISTING STRUCTURES SHOWN WERE LOCATED • o �I J BY OTHERS. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED 0 UNLESS OTHERWISE NOTED. 8. BEARING .BASE ON THE EAST LINE OF LOTS 11-14. b O 9. ORIGINAL SLC' BM:3152725.00 EL.=19.73' FLO-RESET pi co EL.=18.89' NAVD 88 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. I GI=RTIF-IEID Tea RF CONCRETE RECEIVED o I FEB 2 42021 Permitting Department St. Lucie County I —PURPOSE OF THE SURVEY IS TO SHOW THE FORMBOARD IN RELATION TO THE PROPERTY LINES. — THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE. X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SPECIAL PURPOSE DATE: REVISIONS: INT. EFFECTIVE DATES 2/19/20 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. , 0 PANEL NO.- 12131C017G K KMA Engineering & Su�rveym LLC DRAWN BY: SMD 59 CHECKED BY: W.E.H. Consulting Engineers. �& Surveyors FIELD BOOK: 391 �% 2345 24th St, Suite 3 Vero Beach, Fl. 32960 PAGE No: 44 Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com FIELD DATE: 02/18/21 WILLIAM E. HAY RST f SCALE: rROPesSIONAL SURVEYOR 4- MAPPER Certificate of Authorization Number: 33705 1"=100' PLOfeIDA W_CGISTFIATION No 4416 DA 1= IGNED/ JOB N0: e_ iuol sa�3o•oow 6sgoo• — INDUSTRIAL AVE 2 e�893673' R-25.oO T-24fi7' L-3924' G4.53' . FND. PK NAIL/DISK — C23913 C 2ND ST.� CEL.=19.09' PER SITE PLANS TBM EL =17.GG'