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HomeMy WebLinkAbout1992 Dedication Plat Book (Box 23 #49)r s r 4 i i f I i - i Fx i C� e GHT - OF- TEA Y LOCA TED THIN SECTIONS 20 AND 21 TD SHIP 31 SD UTH SCR 39 .�ASfi, IND1�4N RrVER COUNTY, A' RI LEGAL DESCRIPTION FOR BARBER STREET DEDICATION, LEGAL DESCRIPTION FOR DRAINAGE AND A ROAD RIGHT-OF-WAY 80,0 FEET IN WIDTH WITH THE NORTH RIGHT-OF-WAY LINE HAVING A 35,0 FOOT RADIUS CURVE CONCAVET INTERSECTHL, NOSTHIGHWAY # 1, EASEMENT UTILITY� LYING IN AND BEING A PART OF SECTIONS 20 AND21,TOWNSHIP31 SOUTH RANGE 39EA, INDIAN (Easement A) RIVER COUNTY, FLORIDA, AND BEING CENTERED ON THE FOLLOWING DESCRIBED LINE: An easement .for the purpose of drainage and utilities lying adjacent to the right-of-way, COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE NORTH 00° 33` 15` EAST ALONG of Barber Street, tying in a 'part of Sections 20 and 21, Township 31 South, Range 39 East, THE WEST LINE OF .SAID SECTION 21, A DISTANCE OF 1848,63 FEET; THENCE SOUTH 89° 40'45° EAST, A Indian River County, Florida, more particularly described as follows: 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 LINE, A DISTANCE ❑F 45.76 FEET T❑ THE POINT Commencing 'at he Southwest corner of said Section 21: thence North 00°33'15' East OF BEGINNING OF SAID CENTERLINE; THENCE NORTH 89° 40'45' WEST ALONG SAID CENTERLINE, A DISTANCE orlon the -West line of said Section 21, a distance of 1848,63 feet; thence S 9 uth 89°40'45" OF 266,17 FEET TO THE PINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH, SAID CURVE HAVING A East, a distance of 234,36 feet to the Westerly right-of-way tine .of U,S H'ghway #1; RADIUS OF 240,0 FEET, A CENTRAL ANGLE OF 21° 24' 52' , A CHORD BEARING OF NORTH 78° 58'19' WEST; thence North 26°14'59' West along said Westerly right-of-way line, a distance of 102.67 THENCE WESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 89.70 FEET) THENCE NORTH feet; thence North 89°12'05' West a distance of 25,32 feet to the POINT OF BEGINNING 68" 15' 53' WEST A DISTANCE OF 73,43 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE thence North 89°12'05' West a distance of 240,97 feet to a point of curvature of a SOUTH, SAID CURVE HAVING A RADIUS OF 360.0 FEET, A CENTRAL ANGLE 200 56' 12", A CHORD BEARING curve concave to the North,' said curve having a radius of 195,00 feet, a central angle of OF NORTH 780 43' 59' WEST;THENCE WESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 27°53'38', along the arc of said curve a distance of 94,93 feet to a point of compound 13L55 FEET; THENCE NORTH 89° 12' 05' WEST, A DISTANCE OF 308.64 FEET TO A POINT OF CURVATURE curvature of a curve concave to the South, said curve having a radius of 419,07 feet; OF A CURVE CONCAVE TO THE SOUTH, SAID CURVE HAVING A RADIUS OF 360,0 FEET, A CENTRAL ANGLE OF a central angle of 28°43'34'• along the arc of said curve a distance of 210,11 feet) thence 264' 47' 37' AND A CHORD BEARING OF SOUTH 77° 24' 07' WEST; THENCE WESTERLY ALONG THE ARC OF South 89°58'00" West a distance of 292,86 feet to a point of curvature of a curve concave SAID CENTERLINE CURVE, A DISTANCE OF 168.35 FEET; THENCE SOUTH 64° 00' 18' WEST ALONG CENTERLINE to the South, said curve having a radius of 400.00 feet, a central angle of 26°15'57', A DISTANCE OF 312.44 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, SAID thence Westerly along the arc of said curve a distance of 183,37 feet; thence South CURVE HAVING A RADIUS OF 360,0 FEET, CENTRAL ANGLE OF 64° 13' 31' .AND A CHORD BEARING OF SOUTH 63°42'02' West a distance of 291,40 feet to a point of curvature of a curve concave 31' 53' '32' WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF to the Southeast, said curve having a radius of 379.72 feet, a central angle of 39°27'26' 403,54 FEET; THENCE SOUTH 00° 13' 13' EAST ALONG SAID CENTERLINE, A DISTANCE OF 6,79 FEET TO A POINT Southwesterly along the arc of said curve a distance of 261,50 feet to a point of cusp 150 FEET NORTH OF THE SOUTH HALF THE SOUTH EAST QUARTER OF SAID SECTION 20,THENCE SOUTH 890 32, 04' and the Northwest right-of-way of Barber Street; thence along right-of-way of Barber Street EAST ALONG SAID LINE FOR 19.63 FEET; THENCE SOUTH 00° 00' 42' WEST FOR 150,00 FEET; THENCE NORTH 89° 32'04" on a curve concave to the Southeast, having a radius of 400,00 feet, a central WEST ALONG THE SAID NORTH LINE 19.02 FEET; THENCE SOUTH 00° 13' 13' EAST FOR 258.21 FEET TO A POINT angle of 34°33'37', a chord bearing of North 46°43'30' East, on a chord distance of 237.63 OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A RADIUS OF 240,00 FEET ' feet and along the arc of 241,28 feet, thence North 64°00'18` ,East a distance of A CENTRAL ANGLE OF 68° 00' 00' AND A CHORD BEARING OF SOUTH 33° '46' 47' WEST; THENCE SOUTHWESTERLY 312,44 feet to a point of curvature . of a curve concave to the Southeast, said curve having ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 284.84 FEET; THENCE SOUTH 67° 46, 47' WEST a radius of 400,00 feet, a central angle of 26°47'37' along the arc of said curve a distance ALONG SAID CENTERLINE A DISTANCE OF 232.68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE of 187,05 feet; thence South 89°12'05' East a distance of 308,64 feet to a point of curvature ° ' " TO THE SOUTHWEST, SAID CURVE HAVING 'A RADIUS ❑F 3,568.37 FEET, A CENTRAL ANGLE ❑F 2 14 43 of a curve concave to the Southwest, said curve having a radius of 400,00 feet a central, AND A CHORD BEARING OF SOUTH 66° 39' 26' WEST; THENCE WESTERLY ALONG THE ARC OF SAID CENTERLINE angle of 20°56'12' Easterly along the arc of said curve a distance of 146,17 feet; thence CURVE, A DISTANCE OF 139,84 FEET; THENCE SOUTH 65° 32'04' WEST :ALONG SAID CENTERLINE A DISTANCE South '68°15'S3" East a distance of 73,43 feet to a point of curvature of curve concave to the - ❑F 666,05 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH, SAID CURVE HAVING A North, said curve having a radius of 200,00 feet, a central angle of 21°24'52' Easterly, along RADIUS OF 516.87FEET, A CENTRAL ANGLE OF 23° 58' 55' AND A CHORD BEARING OF SOUTH 770 31' 32' WEST; the arc of said curve a distance of 74.75 feet; thence South 89°40'45' East a distanceof THENCE WY ALONG THE ARC ❑F SAID CENTERLINE CURVE, A DISTANCE OF 216.34 FEET; THENCE SOUTH WESTERLY 189,91 feet to a point of curvature of curve concave to the Northwest, said curve having a 89° 30' S9' WEST ALONG SAID CENTERLINE, A DISTANCE ❑F 70,OQ FEET TO A POINT ON THE WEST LINE ❑F THE radius of 35.00 feet, a central angle of 47°08'35`, a chord bearing of North 66°24'52` .East, SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 20, SAID POINT LYING- 384.02 FEET NORTH, AS MEASURED a chord distance of 28,00 feet; thence Northerly .along arc of said curve a distance of 28.80. . ALONG WEST LINE OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 20, SAID POINT feet to the POINT OF BEGINNING. Less and excepting a 100,00 foot right-of-way for the Florida - BEING THE POINT OF TERMINATION OF SAID CENTERLINE. East Coast Railroad, LESS AND EXCEPTING A 100.0 FOOT RIGHT-OF-WAY FOR THE FLORIDA EAST COAST RAILROAD. LEGAL DESCRIPTION FOR CONTAINING 7,01 ACRES. DRAINAGE AND -UTILITY EASEMENT (Easement B) CERTIFICATE OF DEDICATION An easement for the purpose of ' drainage and utilities tying adjacent to the south STATE OF FLORIDA right- of -way of Barber Street, tying in a part of Sections 20 and 21, Township 31 South, COUNTY [IF INDIAN RIVER Range 39 East, Indian River County,Florida, more particularly described as follows; CITY ❑F SEBASTIAN Commencing atthe Southwest corner of said Section 21; thence North 00°33'15' East KNOW ALL MEN THESE PRESENTS, THAT NELSON C. HYATT AND VILLAGE OF LAKE DOLORES, INC., OWNERS along the West line of said 'Section 21, a distance of 880.94 feet; thence North 89°32'04' OF THE LAND DESCRIBED AND PLATTED HEREON AS ' BARBER STREET DEDICATION' A ROAD RIGHT-OF-WAY West distance of 1288,57 feet to the PINT OF BEGINNING and the ' South right-of-way tine SITUATE IN THE CITY OF SEBASTIAN, THE COUNTY OF INDIAN RIVER, THE STATE OF FLORIDA, HAVE CAUSED a of Barber Street; .thence along the South Right -of -Way line of said Barber Street THE SAID LANDS TO BE SURVEYED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS: on a curve concave to the Northwest, having a radius of 280,00 feet, a central angle of 34°39'46', chord bearing of North 17°06'40' East and a chord distance of 166,82 feet, 169,39 feet; thence North 00°13'13' 1) STREET RIGHT-OF-WAY THIS STREET RIGHT-OF-WAY AS SHOWN IS HEREBY DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN, Northeasterly atong the arc of. said curve a distance of West a distance of 415,01 feet to a point of curvature of a curve concave to the FOR THE USE AND BENEFIT OF THE PUBLIC FOR PROPER USES, Southeast, said curve having a radius of 320,00 feet, a central angle of 29°39'54', a East; thence Northerly along the arc of said curve a 2) UTILITY EASEMENTS UTILITY EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN FOR THE chord bearing of North 14°36'44' distance of 165,68 feet to a point of cusp; thence on a curve concave to the Southeast, CONSTRUCTION, INSTALLATION, OPERATION, AND MAINTENANCE OF UTILITIES BY ANY PROVIDER, IN COMPLIANCE said curve, having a radius of 647,12 feet, a central angle of 14°51'40", a chord bearing WITH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM TIME TO TIME, of South 07°26'32' West, a distance of 167,84 feet along the arc of said curve: thence to the 3) DRAINAGE EASEMENTS DRAINAGE EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO THE 'CITY OF SEBASTIAN FOR CONSTRUCTION South 00°00'42' East a distance of 406.43 feet to a point of curvature concave 225.93 feet, a central angle of 45°18'18', a AND MAINTENANCE OF DRAINAGE FACILITIES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF Northwest, said curve having a radius of chord bearing of South 22°39'51" West; thence southwesterly along the arc of said THE CITY OF SEBASTIAN, ROUTINE MAINTENANCE (E,G.)MOWING ETC. OF THESE EASEMENTS SHALL BE THE `OF curve a distance of 178.65 feet to the POINT OF BEGINNING, RESPONSIBILITY OF THE LOT OWNERS AND NOT THE CITY SEBASTIAN, LEGAL DESCRIPTION FOR A 10 FOOT DRAINAGE EASEMENT CENTERED IN WITNESS WHEREOF, THE ABOVE NAMED CORPORATION CAUSED THESE PRESENTS TO BE SIGNED BY ITS • S FEET ON EACH SIDE OF THE r❑LLOWING DESCRIBED. LINEi PRESIDENT AND ATTESTED BY ITS SECRETARY WITH THE AUTHORITY OF -ITS BARD OF DIRECTORS THIS DAY 1995, C EASEMENT "C') VILLAGE OF LAKE DOL❑RES, INC. Commencing at the Southeast corner Section K Township 31 South, Range 39 East, Indian River A FLORIDA C❑RPORAT•ION County, Florida; thence North 00 33'15' East, a distance of 712,41 feet; thence North 89°32'04' West, a distance of 1,572.01 feet to the Point of Beginning, BY, WITNESS said Point being on the South Right -of -Way fine of Barber Street; thence NELSON C. HYATT from the Point of Beginning, South 24°27' 56' East, a. distance of 214,30 feet; thence South PRESIDENT 14° 04' 55' West, a distance of 155,22 feet; thence South 42° �28' 18' East, a distance of 50.00 feet to the End Point of the 10 foot easement, BY. CERTIFICATE OF SURVEYOR j TH SE PRESENTS THAT THE UNDERSIGNED BEING A LICENSED SECRETARY KNOW ALL MEN BY E AND REGISTERED LAND SURVEYOR IN THE STATE OF FLORIDA, DOES HEREBY CERTIFY, THAT ON JULY 13, 1995, HE COMPLETED THE SURVEY OF THE BARBER ACKNOWLEDGEMENT OF DEDICATION STREET DEDICATION, THAT SAID RIGHT-OF-WAY IS A CORRECT REPRESENTATION STATE OF FLORIDA OF THE LANDS HEREON. PLATTED; THAT PERMANENT CONTROL POINTS HAVE BEEN COUNTY OF INDIAN RIVER 'REQUIRED BY SECTION 177,131, FLORIDA STATUTES THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ,1995, BY PLACED AS SHOWN HEREON, AS NELSON C. HYATT PRESIDENT OF VILLAGE OF LAKE DOL❑RES, INC., A FLORIDA CORPORATION, ON BEHALF (AS AMENDED) AND THAT SAID LAND IS LOCATED IN INDIAN RIVER COUNTY,FLORIDA, OF THE CORPORATION, WHO IS PERSONALLY KNOWN TO ME AND HE DID NOT TAKE AN OATH, BY: NOTARY PUBLIC WILLIAM E. HAYHUR-ST, PLS STATE OF FLORIDA AT LARGE FLORIDA REGISTRATION No, 4416 MY COMMISSION EXPIRES DATE 9/20/95 T FLORIDA. THE SECTION OF BARBER STREET AS SHOWN ON THIS PLAT WAS FORMERLY KNOWN AS STRATTON AVENUE WHOSE NAME WAS CHANGED TO BARBER STREET BY RESOLUTION No. R-93-03 OF THE CITY COUNCIL OF THE CITY OF SEBASTIAN ON FEBRUARY 10, 1993 CERTIFICATE OF APPROVAL THIS IS TO CERTIFY, THAT ❑ N THE FOREG❑ING ROAD DEDICATION WAS APPROVED BY THE CITY OF SEBASTIAN, IN THE COUNTY OF INDIAN RIVER, FLORIDA, AND THE RIGHT-❑F-WAY OF BARBER STREET HEREBY DEDICATED TO THE PUBLIC WERE ACCEPTED, CITY: ATTEST: THE CITY OF SEBASTIAN, FLORIDA BY:I KATHRYN M, ❑'HALL❑RAN NAME: ARTHUR L, FIRTION CMC/AAE, CITY CLERK TITLE MAYOR OF SEBASTIAN APPROVED AS TO FORM AND LEGAL SUFFICIENCY: • CLIF N A, McCLELLAND Jr, DATE CITY ATTORNEY CERTIFICATE OF APPROV AL BY CLERK OF CIRCUIT COURT I, CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, D❑ HEREBY CERTIFY THAT I HAVE EXAMINED THE MAP OF BARBER STREET DEDICATION AND THAT', IT COMPLIES WITH ALL THE REQUIREMENTS OF SECTION 177.131 OF THE LAWS OF FLORIDA. THIS PLAT FILED FOR RECORDS THIS DAY OF 1995; AND RECORDED ON PAGES OF PLAT BOOK IN THE OFFICE OF THE CLERK', OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, CLERK OF THE CIRCUIT COURTI, INDIAN RIVER COUNTY, FLORIDA. BY DEPUTY CLERK HIS INS TRUMENT PREPARED BY: M YHURST LAND SURVEYING INC. A LAND SURVEYING COMPANY 1122 OLD DIXIE HIGHWAY SUITE 2-B VERO BEACH, FL. 32960 PHONE: (407) 569-6680 FAX: (407) 770-3446 'aa i i i CENTERLINE OF BARBER STREET CURVE AND TAN ENT DATA CURVE # 1 • ©- PLAT BOOK _22�4'50.02 TANGENT # 1 TANGENT # 11 L=89.70' BRG.= N.00°33'15E. BRG.= N89°32'04"W PAGE CH. BRG.=N78'58'19"W L= 1848.63' L= 19.02' a = 26•15'57' , R = 400.00' CH. DIST. 89.18 L = 183.37` a = 28°43'34' CURVE # 2 TANGENT # 2 TANGENT # 12 R = 49.07' ,DOCKET No. R= 360.0' BRG.= S.89°40'45"E. BRG.= S 00°13'13" E A= 20*56'12" PARK PLACE L = 210.11 R - 95.00 38 L= 131.55' L= 234.36 L= 258:21 = W T-6 L 94.93 z CH. BRG.= N.78'43'59"W. DRAINAGE , & UTILITY CH, DIST.= 130.82' TANGENT # 3 TANGENT # 13 EASEMENT- "A" aQQ- Q - S6s'Is „ „ e i BRG.= N.26°14'59"W. _ ° 9�, F CURVE # 3--89<12'os�E . P.O.BN CURVE A S 2s.32�5 E BRG.= S.67 46 47 W.- W CUR R= 360.0' L= 45.76 L= 232.68' �° .�-9-'` = 26'47'37 N, 2� (EASEMENT ',A„ .� `�` 240.97 ! ,4 < .. EASEMENT LINE g.6�b-Q��✓ L= 168.35 TANGENT # 4 tt� �NlllR W NE 4• ""`"`_ °." _ TANGENT # 14 ,I fl2.' '' 3�2' / '°`� R%W L4�'4'E4-189,91' a _ 47°08'35' CH. BRG.= S.77'24'07"W. BRG.= S.65'32'04"W, a = 39°27'26 2 SOUTH R w LINE - y BRG. N.89 40 45 W. T-7 •� - 3s.00 CH. DIST. = 166.82' R = 379.72' sb3 " $ti 10 ' 6 T-4 L` = 28,80' L= 266.17 L= 666.05' L = 261,50' ` �'°°�� 1�.a1� C-3 C-2 CURVE # 4 .�`' T-5 EDGE of PAVT. P.O.B. R= 360.0' �� � ° NORTH LINE OF THE _ ° 64'13'31" TAN GENT # 5 TANGENT # 15 a = 26 47 37 SOUTH 550' of GOUT. 20 56 12 C_ 1 .�''`� R _ 400.00 ` LOT 3 R _ 400,00' BRG.= N. 68°15'53"W. BRG.= S.89°30'59"W. T-2 1' BUFFER L= 403.54 ! L - 187.05 L= 73.43 L= 70.0' ! o L 146,17 a = 21°24'S2' FENCE LANE (1.5'So. OF So. R/W UNE) 00. \ CH. BRG.= S.31'53'32"W. CENTERLINE OF RIGHT-OF-WAY R = 200.00' J EASEMENT 'A' CURVE DISS.- 382.74 TANGENT 6 CURVE "A"(AT U.S �Vo.1) POINT ❑F CUSP' a = 34'33'37' L = 74,75' J R= 35.0 R 400.00 R 240.0' BRG.= N.89 12 05 W. A=116'22'26" L = 241.28' F �2 J �= 68 00 00 L= 308. 6 4 L= 71.09' GATOR LUMBER L = 284.84' W _ ° `� TANGENT # 7 CH. BRG.= N.32 08 03 E. a - 29 39 54 CH.BRG.= S.33°46'47"W. >, 7t R = 320.00' � - BRG.= S.64 00 18 W CH. DIST = 59.48 g! - - .�� -� CH. DIST.= 268.41 o C 4 L- 165.68. O L 312.44 Z <o CURVE 6 Z R= 3568.37' TANGENT # 8 a = 14.51'40' a ' " EASEMENT 'B' R = 647.12' • o= 02'14'43" BRG.= S.00 13 13 E. .� POINT OF CUSP L= 139.84' L= 6.79 �� L = 167,84' CH.BRG. S.66 39 26 W. TANGENT # 9 T-g ! T-9 CH. DIST. 139.83' BRG.= S.89°32'04"E 10.37'�- CURVE # 7 L= 19.63' 484,14' N89e32'04'w TANGENT # 10 30' _- -- -- v� R= 516.87 22' PAVT A- 23 58 55 BRG.= S.00°00'42"V1/ ALBERT R. MILLER Jr. L= 216.34 CH. BRG.= S.77'31'32"W. L-- 150.00 CENTER OF & NELSON MILLER o THE S.E. 1/4 PALM LAKE 20 j O.R.BOOK 0698,PAGE 2518 CH. DIST= 214.77 of sEcnoN T-1D O CLUB ENTRANCE vo - - - - - - - - - - - - - - - - -- T-� 557,61' - - N89°32'04'W VEHICULAR ,PEDESTRIAN & UTILITY EASEMENT AS RECORDED IN O.R.BK.0730,PAGE 2087 cn DRAINAGE & UTILITY EASEMENT "B» 11.18' e W ! ! �W o6 0 [-{ i H ,! T-12 z , w �� PARK PLACE j LEGEND z oa CH= CHORD ui BRG.= BEARING Q o aa L= LENGTH a_ Li z q o _ o J PALM LAKE CLUB ! N R RADIUS co w _ NORTH LINE OF THE SOUTH 3/4 OF PLAT -BOOK 13,PAGE 47 ! "' ° T= TANGENT V I Z (� THE S.W. 1 /4 OF THE S.E. 1 /4 OF a = 45 18 18 O J = SECTION 20. TWSP. 31S.,RG. 39E. �O R = 225.93' C= CURVE 0 = L 178.65' N P.P.= POWER POLE rn F- Q Q -- - -- -- -- -- S89'36'2e•E -- RAW= RIGHT OF WAY V1 Q / � �-- Q '� A - 34.39'46' F.H.=FIRE HYDRANT ' R = 280,00' C.B.= CATCH BASIN I w m C- 5 gory L= 169.39' N89°32'04'W T-13 1288.57' ^3 PARK PLACE LIFT STA. N 00 BARBER STREET C.B. �p 0 I WEST LINE OF 80'RIW C-6 o poi o ~ I THE S.W. 1 /4 OF. THE tiP o P.O.B. >, W S.E.1 /4 OF SEC.20 `�'o. oc.B. OFFER aR o (EASEMENT B ) w TWP.31 S.RGE.39E a - - 2 - - - - _ _ N89°32'04'W _ _ - - _ 1572.01' cry PARK PLACE SIGN.°° y TWP.31 S.,RG.39E. NA N SECTION CORNER p SURVEY NOTES INDIAN RIVER COUNTY,FLORIDA .4 POINT OF TERMINATION 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED 20 2 1 F+ FFOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. �'�� ���� 2 SEMEN 9��ti� 2) NORTH ARROW SHOWN HEREON IS DEED NORTH R\G 10 EA EASEMENT C, BASED ON U.S. 1 BEARING OF N.26 14 59 W P.O.C. 0 T_14 y 2203 3 "C" % 3) THE EASEMENTS SHOWN ON THIS SKETCH THAT ARE mm � �-�-•I ! ���� in / RUNNING WITH BARBER STREET ARE INTENDED TCREATE DED 0 G�IJ 2205ni A LINE 40 FEET ON BOTH SIDES FROM CENTERLINE OF PAVT. 29 28 P. / / SURVEY TYPE: DATE: REVISIONS: T-15 �� 2121 RIGHT-DF-WAY 5/12/92 ADD CERTIFICATIONS CLUB s MYHURST LAND SURVEYING INC. 5 26/92 ADD ACREAGE P.P HousE s�c�. CHECKED BY. 9/9/92 CORRECT SURVEY A LAND SURVEYING COMPANY AREA CERTIFIED TO: W.E.H. 2 8 94 A RAIN. IM N I N .P. .r- d?. .� � DRAWN BY: PARK PLACE POINT OF TERMINATION F D.C.B. 8/18 94 ADD NOTES,REDRAW SURVEY -7 NELSON C. HYATT 1122 OLD DIXIE HIGHWAY SUITE 2-B FIELD K No. 2 20 95 CURVE TANGENT d. LAKE VILLAGE OF LAKE DOLORES,ING. VERO BEACH, PAGE No. INFORMATION 00 CITY OF SEBASTIAN ;;, FL. 32960 5 23/95 ENLARGELETTERS FRED T. GALLAGHER PHONE: (407) 569-6680 FIELD DATE: 7 10 95 LA AWIN A ATTORNEY'S TITLE INSURANCE FUND, INC.'` SCALE: AP,RIL 2, 1992 9 10 95 MI CHANGES SEA. 20 f FAX. (407) 770-3446 1 =100' 9/29/95 A A SEC. . JOB No. 92 1100 SHEET 2 OF 2 ' aai�