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Home My WebLink About1997 Easement (Box 22 #30)12 0 FND CAP(40_94) r — — 0.61' So. { 0.53' W. I I I { I I I i ( ( I ( I I I I I I {----------- I I i I I i I I I I I I I I I I I I I � r-- i { co I ---------In I x I � 0 I 0 I 0 I CO I { �D I I � w I I � ( I I � { I I I I I ( I I I i N I { � { I I 0 I I I I { I I I I I I { i I I i 1 I I i I I I I I I i I I DEED OF EASEMENT AS RECORDED IN O.R.BK.754,PG.0019 i I I I I N89018'21W- i I 12.33, P.O.B. / FND CAP (4546) 0.33' So. SET CAP(4416) FNQ CAP(CARTE 2. E. 108, 01 a, ? 1 FND CAP(4094) \ �-- — — — — — — — — -- -- — — — — — — — -- — — — — — — — — — — — -- 0.96 So. 0.51E. \ \ t PARCEL "A SURVEYED PARCEL 6' 0'�. NO IMPROVEMENTS LOCATED \ AS REQUESTED BY CLIENT \ \` 0 \ -O 12•CULVERT -, 6', •o ,p \\ NORTH LINE OF BARBER STREET ANDSOUT PROPERTY LINE OF THE HSURVEYED PARCEL,�Vi R IAJ 0 j N ' P P z00 W 0] / wo // �z o / RpE i � R A = 64013'31 " R = 400.00' L = 448.38 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 (PLUS/MINUS LOCATION DUE TO P.O.C.) / SURVEY NOTES: / / 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR /.> RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD .t. / BY THIS COMPANY. / 2. ELEVATIONS (IF SHOWN) HEREON ARE RELATIVE TO ASSUMED DATUM, UNLESS OTHERWISE NOTED. / 3. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S I 4. SEAL. NORTH ARROW SHOWN HEREON IS (AS SR01V NORTH. 5. LEGAL DESCRIPTION CREATED FOR CLIENT. J 6. BEARING BASE IS U.S.HIGHWAY No.I(N 26'14'59" W) I CERTIFIED TO: 0 AD A9TORNEY'S TITLE INSURANCE FM,INC �iR S P P COLUNS,BROWN,CALDWEI4BARKE7?, ROSSWAY,GARAVAGLIA & MOORE CHARMED. 03 mm 0 0 ° 13 ' 13 " E Wnmm J. SCHIILKE do GLORIA J. 3CHULKE U' 0.9 5' JOSEPH W. SCHULKE Oo — _.__ — — — — — — 150601�88'W N 89Y8'21'W 1,J38.38 I &W CORNER OF THE N.E. 1/4 of 1HE S.E. 1 /4 II I .21NIL0 'E { 21 FND CAP(CARTER) 20 • P.o.a TwP.31& ka-ML 1 ,2•G'yw PARCEL "A" / LEGAL DESCRIPTION FOR SURVEYED PARCED COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"WEST FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FEET TO THE WEST RIGHT—OF—WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET ALONG SAID RIGHT—OF—WAY LINE TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64'00'18" WEST FOR 159.08 FEET ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.0 FEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 448.38 FEET; THENCE SOUTH 00' 13' 13" EAST FOR 0.95 FEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS a F ADDED NOTES: . 1) EASEMENT RECORDED IN O.R.BK.863,PG.0410,AS RECORDED DOES NOT ENCUMBER THE PAPCEL BEING SURVEYED . LEGEND OF SURVEY ABBREVIATIONS A ARC LENGTH PG PAGE AC AIR CONDITIONER PK PARKER KALON NAIL AVE AVENUE P PLAT BM BENCH MARK PC POINT OF CURVATURE BLK BLOCK PCP PERMANENT CONTROL POINT BLVD BOULEVARD PI POINT OF INTERSECTION CALC CALCULATED PL PROPERTY LINE CB CHORD BEARDVG PM POWER METER C.B.S. CONCRETE BLOCK POD POINT OF BEGINNING STRUCTURE PRM PERMANENT REFERENCE MONUMENT CD CHORD DISTANCE PP POWER POLE CL CENTERLINE PT POINT OF TANGENCY CL. CLEAR R RECORD BY PLAT OR DEED CM CONCRETE MONUMENT RAD RADIAL OR RAD?IUS CONC CONCRETE R/W RIGHT 13F WAY CDR CORNER S SOUTH CT COURT SEC SECTION ' C/S CONCRETE SLAB SIP SET IRON PIPE D DEED SN SET NAIL DB DEED BOOK S9.FT SAUARE FEET DF DRAINFIELD SR STATE ROAD DIST DISTANCE ST STREET DRA DRAINAGE RETENTION STA STATION AREA STRUC STRUCTURE DR DRIVE SUB SUBDIVISION D/W DRIVEWAY T TANGENT E EAST TBM TEMPORARY BENCH MARK ESMT EASEMENT TEL TELEPHONE ELEC ELECTRICAL TR TRACT OR TRAIL EL. ELEVATION TWP TOWNSHIP FF FIRST FLOOR TEL TELEPHONE FD FOUND UTIL UTILITY FH FIRE HYDRANT W VEST FCM FOUND CONCRETE WF WOOD FENCE MONUMENT WM WATER METER FD. I.P.FOUND IRON PIPE WV WATER VALVE FD. I.R.FOUND IRON ROD p DELTA ANGLE F FIELD CENTERLINE OF ROAD FN FOUND NAIL �, COMBINED LOTS GOV'T GOVERNMENT P.O.C. POINT OF COMMENCEMENT GR, GRADE GND GROUND HW HEAD WALL HWL HIGH WATER LINE HDRZ HORIZONTAL L LENGTH LP LIGHT POLE MH MANHOLE MEAS MEASURED NLD NAIL 6 DISK N NORTH NO NUMBER OE OVERHEAD ELECTRICAL LEGAL DESCRIPTION FOR DRAINAGE AND UTILITY EASEMENT . (Easement A) An easement for the purpose of drainage and utilities lying adjacent to the right-of-way of Barber Street, lying in a part of Sections 20 and 21, Township 31 South, Range 39 East, Indian River County, Florida, more particularly described as follows: Commencing at the Southwest corner of said Section 211 thence North 00'33'15' East along the West line of said Section 21, a distance of 1848.63 feet; thence South 89'40'45' East, a distance of 234.36 feet to the Westerly right-of-way line of U.S. Highway #1; thence North 26'14'59' West along said Westerly right-of-way tine, a distance of 102,67 feet; thence North 89'12'05' West a distance of 25.32 feet to the POINT OF BEGINNING thence North 89'12'05' West a distance of 240.97 feet to a point of curvature of a curve concave to the North, said curve having a radlus of 195.00 feet, a central angle of 27°53'38', along the arc of said curve a distance of 94,93 feet to a point of compound curvature of a curve concave to the South, said curve having a radius of 419.07 feet, a central angle of 28'43'34' along the arc of said curve a distance of MAI feet; thence South 89°58'00' West a distance of 292,86 feet to a point of curvature of a curve concave to the South, said curve having a radius of 400.00 feet, a central angle of 26'15'57', thence Westerly along the arc of said curve a distance of 183,37 feet: thence South 63°42'02' West a distance of 291,40 feet to a point of curvature of a curve concave to the Southeast, said curve having a radius of 379,72 feet, a central angle of 39`27'26' Southwesterly along the arc of said curve a distance of 261,50 feet to a point of cusp and the Northwest right-of-way of Barber Street; thence along right-of-way of Barber Street on a curve concave to the Southeast, having a radius of 400,00 feet, a central angle of 34'33'37', a chord bearing of North 46'43'30' East, on a chord distance of 237.63 feet and along the arc of 241.28 feet, thence North 64'00'18' East a distance of 312.44 feet to a point of curvature of a curve concave to the Southeast, said curve having a radius of 400.00 feet, a central angle of 26'47'37' along the arc of said curve a distance of 187,05 feet; thence South 89`12'05' East a distance of 308,64 feet to a point of curvature of a curve concave to the Southwest, said curve having a radius of 400.00 Feet, a central angle of 20'56'12' Easterly along the arc of said curve a distance of 146.17 Feet; thence South 68'15'53' East a distance of 73.43 feet to a point of curvature of curve concave to the North, said curve having a radius of 200,00 feet, a central angle of 21'24'52' Easterly along the arc of said curve a distance of 74.75 feet; thence South 89'40'45' East a distance of 189.91 feet to a point of curvature of curve concave to the Northwest, said curve having a radius of 35.00 feet, a central angle of 47'08'35', a chord bearing of North 66'24'52' East, a chord distance of 28.00 feet; thence Northerly along arc of said curve a distance of 28.80 feet to the POINT OF BEGINNING• Less and excepting a 100.00 foot right-of-way for the Florida East Coast Railroad. SURVEY TYPE: FLOOD ZONE " X " CERTIFICATE: BOUNDARY RATE: REVISIONS: BY: PANEL NO. 12061 CO079 F- I HEREBY CERTIFY THAT THE ATTACHED SKETCH of SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA (CHAPTER 611317-6) PURSUANT TO SECTION 472.07,FLORIDA STATUTES. SUBJECT TO THE QUALIF1CATIONS NOTED HEREON. MYHURST LAND SURVEYING INC. A LAND SURVEYING COMPANY"E 1122 OLD DIXIE HIGHWAY SUITE 2—B C1<ED BY - W.E.H. DRAYM Y' MICROSCAN FIELD BOOK No. 49 8/20/96 8/26/96 8/28/96 11 /14/ss ADD EASEMENTS W.E.H. CHANGE AS PER NOTES W.E.H. CHANGE AS PER NOTES W.E.H. CORRECT LEGAL DESC. W.E.H. VERO BEACH, FL. 32960 PAGE No. 68/-� 10/09/97 UP DATE SURVEY W.E.H. -,�, rr✓ PHONE: (407) 569-6680 FIELD DATE: S/'/96 ' U S `' PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO 4416 FAX: (407) 770-3446 SCALE: �„ _ �, JOB No.9 6 -- 3 2 7