Loading...
HomeMy WebLinkAboutSurveys BOUNQAFRY SURVEY LEGAL DESCRIPTION: SURVEYORS NOTES: (Supplied by Client) I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN'IHEREON. LOT 10 IN BLOCK 1, WATERSTONE PHASE 1, 2. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN. ACCORDING TO THE PLAT THEREOF AS 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATEDiUNLESS RECORDED IN PLAT BOOK 52, PAGES 35 N OTHERWISE SHOWN. II THROUGH 47. OF THE PUBLIC RECORDS OF 4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE;IX MAPS ST. LUCIE COUNTY, FLORIDA. 12111CO070 J DATED: 2-16-12. I 5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED ABBREV I AT 1 ONS: o BY A DETERMINATION AGENCY.+ O = S T 5K IRON RPES R W I TH = 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF YELLI CAP RKED "PSM5543" LOT 10 AS BEING ASSUMED TO BEAR S07'08'45"E. FD = FOUND 5/8 IRON REBAR 7. U.E. DENOTES UTILITY EASEMENT. D.E. DENOTES DRAINAGE EASEMENT. GHT OF_ MEASURED WAY B. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED !;USE OF P = PLATTED THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY ISMOME C = CALCULATED CONSTRUCTION. ACCURACY=1 FOOT IN 7.500 FEET OR BETTER. i= RADIUS OF CURVE 0 9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN L = LENGTH OF CURVE "' THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT. II D= DELTA OF CURVE FFE = FINISHED FLOOR ELEVATION , = DRAINAGE PROPOSED oti = EXISTING ELEVATION OH-OH-OH- = OVERHEAD WIRES AND EXISTING xti X-X-X- = CHAINLINK FENCE Doti = PROPOSED ELEVATION -0-0-E7-= PLASTIC FENCE 0-0-0- = WOOD FENCE CONC. = CONCRETE PROPOSED PLOT PLAN C.P.= CONCRETE PAD �(OuBjEdT To dONTRAdmM HEALTH DEPT., AND BDILDINd DEPT. APPROVAL) Cov.A COVERED ER I�EE ALL ELEVATIONS SHOWN HEREON ARE BASED ON ® DETER ®PQ. © BOX OUT NORTH AMERICAN VERTICAL DATUM OF 1988(N,A.V.D,'88) LIGHT. WATER � ELECTRIC POLE VALVE BOX 20' ASPHALT ROAD FD Np1L 50' R/`N - STREET LUGO R►��NHaE p1SK`pCP SITE BEXaHVAK c*20.10 FD NAIL R=3g5.()22'1 W 6 IN RO ELEVATION - DISK"PCP"�=197.36i_ E — R D=o2.p5y 3" 5*40 90 R-410 .00' �.A 47. '� L=69.3 , 11 ,6.25'02 R=67 .00 oa p—p°09 .1$„ DL-78'40' � 66.89 D 4 5'40'A ti PROPOS 4 jl ti• 16.00 o• 10 ,,, p PROPOSED 2 o w_ 1 w DRIVE�IAY 9.� 0.00 8.91' i 1 2.67 S Lo > � N n p ' � •�-� 0 6.33 . Oo 1 10.00 70 ro �� PROPOSED RESIDENCE tirn v N o v 0 ti �ODEL 2000/3 CAR r o ? y FFE = 22.00 No 0 �� r 1 O c) > �r- 1 00 o 17.15 O 7, 'o PORCH oI 20.50' LOT 10 BLOCK 1 �I=' =VACANT PROPOSED j o� N FFE = 22.00 Y ,4 All L=55.00' R-53460 1 0' ti D-5'4R_555.00 6 " 41 ' 53" D=0° PARCEL L'�