HomeMy WebLinkAbout1988 - (Mylar) Lift Station Boundary SurveyN .
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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.
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