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HomeMy WebLinkAbout1988 - (Mylar) Lift Station Boundary SurveyN . t 7 11b CERTIFICATION (NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR',S SEAL) I HEREBY CERTIFY THAT THE SURVEY OF THE PROPERTY SHOWN HEREON WAS COMPLETED UNDER MY DIRECTION ON C_>&?TWMR 20, 1988, AND SAID SURVEY IS TRUE AND CORRECT TO'THE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE ENCROACHMENTS AS SHOWN. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS SET FORTH BY THE FLORIDA BOARQ„,O-F;..LAND SURVEYORS PURSUANT TO 5C-GTIG'rJ 472.027 FLORIDA STATE S,TATUES�:'1p 1­WV,-SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. T ISM-�<,S_BASED ON INFORMATION FURNISHED BY CLIENT OF CLIENT' REPRESSA. IVE •'� ' to DAT OF SIGNATURE RIC1IAi. A.. CqP• LAND REGISTtRE6 (LR�- Ub'�'SURVEYOR FLORIDA C TloGk ION NO. 4230 IBEGIN AT THE NORTHEAST CORNER OF SAID SECTION 18 TOWNSHIP 31 SOUTH. RANGE 39 EAST-- THENCE•SOUTH 89A22'3'6" WEfT, ALONG THE NORTH LINE OF THE SAID N.E.1/4 OF: SECTION. 18 A DISTANCE OF _ 657".45 FEET TO THE NORTHWEST CORNER OF THE SAI6 EAST 20 ACRES OF THE N.E.1/4 OF THE N.E.1/4; 'THENCE SOUTH .00^01'24" WEST, ALONG THE: WEST LINE OF -THE SAID EAST.20 ACRES A DISTANCE OF 1325.55 -FEET TO 1HE.SAID A POINT IN THE SOUTH LINE,.OF N.E.1/4 OF THE N.E..1/4• SAID POINT ALSO BEING THE NORTHWESTCORNER OF SEBASTIAN HIGHLANDS S U R V I Y O R S N 0 T 9 8 UNIT 9, AS RECORDED IN PLAT BOOK 6 PAGE 36A, PUBLIC RECORDS OF INDIAN RIVER i.) BEARINGS SHOWN HEREON COUNTY FLORIDA- :.THENCE CONTINUE ALONG THE BOUNDARY OF SAID PLAT Ot SEBAST•IA HIGHLANDS UNIT 9 THE SECtION ARE REFERENCED TO THE EAST 18 T31St R39E, ACCORDING TO THE PLAT LINE OF FOLLOWING COURSES AND DISTANCES; THENCE CONTINUE SOUTH 00^01'24" HIGHLANDS OF THE PUBLIC OF Ukt 9 AS RECORDED IN PLAT BOOK 6,• PAGES 36 RECORDS SEBASTIAN AND 36A, WEST A. DISTANCE OF 130.66 FEET TO A POINT IN A CURVE CONCAVE TO THE SOUTHWEST HAVING A°RADIUS OF 435.64 FEET THE CHORD OF WHICH OF INDIAN RIVER COUNTY, FLORIDA. BEARS NORTH BSA20'21" WEST; .THENCE WESTF�RLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 70.30 FEET, THROUGH A 'CENTRAL ANGLE OF 2.) ALL UNDERc�RoUND UTILITIES HAVE NOT BEEN LOCATED ,UN TFIIS SURVEY'. U9^14'48"• DEPARTING SAID PLATTED BOUNDARY" THENCE NORTH 00^O1'24" DISTANCE = EAST '_A OF'54.11 FEET • THENCE SOUTH 89^19'02". WEST A DISTANCE OF 200.02 FEET: THENCE SOUTH 00^01'.24" WEST A DISTANCE 3.1 CERTIFIED TO! GENERAL UEVELOPEMENT CORPORATION OF 285.2 FEET MORE OR LESS TO THE SOUTHWESTERLY WATERS "EDGE OF SCHUMANN.LAKE; THENCE SOUTHkASTERL;Y, SOUTHWESTERLY WESTERLY AND SOUTHERLY MEANDER WATERS A THE EDGE OF SCHUMANN LAKE DISTANCE OF 1312 FEET. MORE OR LESS 1.0 THE.SOUTH LINE.OF THE SAID S.E.1/4 OF THE N,E.1/4• THENCE SOU-fH 89^15'27"•:WEST,:ALONG"THE SOUTH LINE OF LgG$Nd THE SA1D S..1/4 OF THE N.F..1/4 A DIST'ANCE'OF 97.9 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER Op THE SAID S.E.1/4 OF THE N,E.1/4; THENCE NORTH 00"01'25" WEST ALONG THE. WEST LINE.:OF THE SAID EAST 1/2 -OF (P) PLAT DIMENSIONS. OF THE N.E.1/4, A DISTANCE 2652.47 FEET TO THE AFORESAID (M) a MEASURED DIMENSIONS. NORTH LINE OF THE N.E.1/4• THENCE NORTH .89^22'36""EAST, ALONG THE SAID NORTH LINE. A" DISTANCE OF 673.15 FEET`TO THE POINT OF BEGINNING. -. FOUND. CONCRETE MONUMENT. CONTAINING 29.56 ACRES, MORE OR LESS,. o 0 SET IRON PIPE & CAP (Ft 4108). I , I2 t it IRON Rob IRON PIPE. No. Revisions Date By Jill Elm xumL Ai4iRAM PROJECT • . f� ; , 0 G C Y Inc. ro, Civil Engineers .6 Land Surveyors - P.O. Box 1469 Pa 1 m City, Fl. 34990 Palm City 286.8083 Ft. Pierce 466-9500 BOUNDAR GENERAL CORP. .SURVEY FOR: )EVELOPMENT )IAN RIVER COUNTY, FL. File 8 Drawing No: 88-3-3048-03 Sheet i of F.B., T.31 S., R.39E.,SECT. , PGS. F - • r :• , R I s " .. Er