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HomeMy WebLinkAboutAS-BUILT SURVEYNORTFIWEST CORNER OF SECTION 22/35/38 FOUND C.M. 0 Oil k9 0 e oc NORTH LINE OF SECTION 22/35.138 1331.66' S 89°44W!' E (BEARING BASE) FOUND C.:A. t— — X MEAN A,JNUAL FLOOD LINE J DETERMINED BY RAFTED DEBRIS x - X - X x �—IIM IS P.K. IN FENCE POST I;LWAngJ= 219 (KAMM) 274.31' PHOTOCOPYING PROHIBITED© 2019 CIL KELLY ROAD MEAN AN NU AL FLOOD C/L ROAD & DRAINAGE EASEMENT INEDETERMNED — , BY DRIFT LINE (DIRT ROAD -WIDTH VARIES) — CANAL (CANAL -WIDTH VARIES) (DIRT ROAD-NIIDTH VARIES) x�- x— x — x— x— x— x x— x-- x— x— x x— X x— x— x-- x— xx - x x— x ONES DRY C.B.S. DWE j�'j SSE DETAIL WELL) x WELL SHED —x --x x POND —x --x —x —x —x —x —x —'x (VACANT) 997.55' 2pAO \-FOUND 518" I.R. NO CAP I - o = C3 0 i i x � In NORTHEAST 1'4 OF THE NORTHWEST 1/4 OF SECTION 22-35-38 AS BUILT SURVEY PHOTOCOPYING PROHIBITED©2019 FOR REFERENCE ONLY NOT A VALID SUR\"EY UNLESS SEALED WITH MY EMBOSSED SEAL AND SIGNED PY ME. NOTES: LEGAL DESCRIPTION (As furnished by client) 1. 100 YEAR FLOOD, 3 YEAR 24 HOUR RAN 2. WRITTEN DIMENSION TAKE PRECEDENT DATA NOT AVAILABLE. OVER SCALED DIMENSIONS. DISTANCES ARE NOT TO BE SCALED FOR CONSTRUCTION THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 35 SOUTH, RANGE 38 EAST, ST. LUCIE AND,'OR DESIGN PURPOSES. COUNTY, FLORIDA. 3. FIELD MEASUREMENTS, PLAT MEASUREMENTS AND DEED MEASUREMENTS ARE CONCURRENT UNLESS OTHERWISE SPECIFICALLY LESS AND EXCEPT RIGHTS OF WAY FOR NORTH ST. LUCILE RIVER WATER MANAGEMENT DISTRICT AND KELLY STATED ON THIS SURVEY. 4. NO UNDERGROUND INSTALLATIONS R IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY, UNLESS SHOWN OR NIADE ROAD. NOTE OF HEREON. 5. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP HAVE BEEN FURNISHED THIS SURVEYOR, EXCEPT AS SHOWN. SCANNED 6. ENCROACHMENTS IF ANY ARE SHO 7. BEARING SHOWN HEREON REFER TO HEREON. rHE RECORDED PLAT AS STATED IN DESCRIPTION ABOVE. BY St Lucie County 8. THE: NORTH LINE OF SECTION 22-35-3E HAS A BEARING OF S 89044'05" E, AND ALL OTHER BEARINGS HEREON REFER THERETO. WHERE MEAN HIGH SEA LEVEL IS 000, 9. ELEVATIONS, IF ANY, SHOWN HEREON REFER TO NORTH AMERICAN VERTICAL DATUM (1988) UNLESS OTHERWISE NOTED. 10. THIS SURVEY IS NOT TRANSFERA13LE BY OWNERS AFFIDAVIT OF SURVEY OR SIMILAR INSTRUMENT. 11. THIS SURVEY IS VALID IN ACCORCAN E WITH F.S. 627.7842, FOR A PERIOD OF 90 DAYS FROM THE: DATE OF CERTIFICATION. ,Ins-oz:> 12. THIS SURVEY MEETS PRECISION REgUIREMENTS FOR RURAL SURVEYS. RELATIVE PRECISION IS GREATER THAN 1 FOOT IN 5000 FEET. 13. AUDITIONS OR DELETIONS TO THIS S RVEY MAP ,4ND/OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED �iJIIIV JLIII �IVII 11 '' 'I'� hA �IcIY�LI�J c `p R. WITHOUT WRITTEN CONSENT OF THE IGNING PARTY OR PARTIES. MAPPER. U�LI'II J YYI��IL���I�[�� [ V�I^il LrU�IYIVIIII p� [Ic.(IUI^I� �YJU��YVI� 14. NOT VALID WITHOUT THE SIGNATUR AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND I� SO'I;I 1LI ICI ITV J III �I LJJOI'�L NI�I�`�' _ ILL _ I'V�i l!V��� I'il�l A/C = AIR CONDITIONING PAD A = CENTRAL ANGLE/DELTA = SOIL TEST SITE = BENCHMARK SYMBOL. ASPH = ASPHALT BM =BENCHMARK H = CABLE TELEVISION BOX (C) = CALCULATED C.B.S. = CONCRETE BLOCKS'rRUCTURE C.L.F. = CHAIN LINK FENCE C.M.P. = CORRUGATED METAL. PIPE C/L = CENTERLINE CONIC. = CONCRETE COV. = COVERED (D) = DESCRIPTION D.B. = DEED BOOK D.E. = DRAINAGE EASEMENT D.U.E = DRAINAGE AND UTILITY EASEMENT D.F. = DRAIN FIELD ENC. =ENCROACHMENT ENCL. =ENCLOSURE ESM'T. = EASEMENT EXIST. = EXISTING X = ELEVATION A, = I-LECTF41CAL PANEL (VACANT) LEGEND: 1000 = EXISTING ELEVATION = PROPOSED ELEVATION q° o- = FIRE HYDRANT C.M. = CONCRETE MONUMENT FF = FINISH FLOOR I.R = IRON ROD N&TT =NAIL B TIN TAG P.K. = P.K. NAIL I.P. = IRON PIPE H{�.W.F. = HOG WIRE / FIELD FENCING Y = LIGHT POLE LB = LISCENSE BUREAU (M) = FIELD MEASUREMENT M.H. = MANHOLE MAX. = MAXIMUM MONT =MONUMENT MIN. = MINIMUM N&D = NAIL AND DISK O.D. = OUTSIDE DIAME TER O.R.B. = OFFICIAL RECORD BOOK O/H = OVERHEAD UTILITY LINE P.C.P. = PERMANENT CONTROL POINT (P) =PLAT DIMENSION SCALE: 1 "-= 40' PB = PLAT BOOK ' P.O.B. = POINT OF BEGINNING P.O C. = POINT OF COMMENCEMENT PC = POINT OF CURVATURE P.R.M. = PERMANENT REFERENCE MONUMENT PG. =PAGE PLTR. = PLANTER POR. =PORCH PROP =PROPOSED R = RADIUS R.C.P. = REINFORCED CONCRETE PIPE RNJ = RIGHT OF WAY 5/8" I.R. = 5/8" IRON ROD AND CAP #2992 S.F. = SQUARE FEET P.K. = PARKER-KALOV NAIL AND DISK S.T. = SEPTIC TANK SCRN =SCREENED 7 = TELEPHONE RISER BOX TYP. = TYPICAL U.E = UTILITY EASEMENT CQ = UTILITY POLE (POWER OR TELEPHONE) W = WASHER W,C. = WITNESS CORNER W.F. = WOOD FENCE = WATER METER DETAIL CONC. CONC. WALK 191 ELECTRIC1.3 101) �5 -METER COV. g r L 7.E11 7 n CONC.- v A ONE STORY C.B.S. DWELLING .0 COV. 12.4 16.3 CONC. N RECEIVED GRAPHIC SCALE 100 OD o 50 APR 0 8 2019 UNITED STATE SURVEY FEET ST. Lucie County, Permitting I. inch = ioo ft. FOR REFERENCE ONLY NOT VALID SURVEY UNLESS SEALED WITH MY EMBOSSED SEAL AND SIGNET 4750 Royal Palm Beach Boulevard --'TRIANGLE W. Palm Beach, FL33412 Land Surveying, Inc. 561.796-3�66 (phone) Surveying to Specification 561.791-8777 (fax) LB # 2992 triangle2992@gmail.com CERTIFIED TO: CENTERSTATE. BANK, N.A. LUKE BAXLEY SYNERGY HOMES, LLC FIRST INTERNATIONAL TITLE, INC. FIDELITY NATIONAL TITLE INSURANCE CO. mrnacnreo c FIELD DATE: '"'�"'"` SCALE ADDRESS: JANUARY 19, 2018 1"= 100' 19601 KELLY ROAD ?EVISED. FiNAL04¢4n9PAM ® CRAWN BY. FT. PIERCE, FL 34945 CFC JOB ORDER NO B PG. �_ 20578 CRG-RDW