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HomeMy WebLinkAbout1992 Park Place Special Purpose Survey (Box 11 #63)� STRATTON AVENUE LEGAL DESCRIPTION A road right-of-way.80.0 feet in width, with the North right-of-way line having a 35.0 foot radius curve, concave Northwest to intersect the westerly right-of-way of U.S. ills lying in and being a part of sections 20.and 21, Township 31 South, Range 39 East, Indian River County, Florida, and heing centered on the following described line: Commencing at the Southwest corner of said Section 21; thence North.00'02139" East along the West line of said Section 21, a distance of 1875.75 feet; thence South 89' 12105" East, a distance of 250.19 feet to the Westerly right-of-way line of U.S. Highway #1; thence North 26' 14159" West along said Westerly right-of-way line, a distance of 44.91 feet to the Point Of Beginning of said centerline;- thence North 89*12105" West along said centerline, a distance of 287.03 feet to the Point of Curvature of a curve concave to the North, said curve having a radius of 240.0 feet, a central angle of 20'56'12"; a chard bearing of North ,78*43159" West; thence westerly along the arc of said centerline curve a distance of 87.70 _feet; thence North 6e 15'53" East, a distance of 51.93 feet, to the point of curvature of a curve concave to the South, said curve having a radius'of 360.0 feet, a central angle 20*5611211, a chord bearing of North 78'43'59" West; thence Westerly along the arc of said centerline curve, a distance of 131.55 feet; thence North 89012'05" West, a distance of 308.64 feet to the point of -curvature of a curve concave to the South, said curve having a radius of 360.0 feet, a central angle of 2647137" and chord bearing of South 77'24107" West; thence Westerly along the arc of said centerline curve, a distance of 168.35 feet; thence South 64 00'18" West along said centerline a distance of 312.44 feet to the point of curvature of a curve concave to the Southeast, said curve having a radius 360.0 feet, central angle of 64013131" and a chord bearing of South 31'53132" West; thence Southwesterly along the arc of said centerline curve, a distance of 403.54 feet; thence South 0001313111 East along said centerline, a distance of 401.52 feet to a point of curvature of a curve concave to the Northwest, said curve having a radius of 260.0 feet, a central angle of 68' 00'00" and a chord bearing of South 33'46'47" West; thence Southwesterly along the arc of said centerline curve, a distance of 308.57 feet;thence South 67'46'47" West along said centerline, a distance of 219.19 feet to the point of curvature of a curve concave to the Southwest, said curve having a radius of 3566.37 feet, a central angle of 02' 14'43" and a chord bearing of South 66'39'26" West; thence Westerly along the arc of said centerline curve, a distance of 139.84 feet; thence South 65*32104" West along said centerline a distance of 666.05 feet to the point of curvature of a curve concave to the North, said curve having a radius.of 516.87 feet, a central angle of 23'58'55" and a chord bearing of South 77'31132" West; thence Westerly along the arc of said centerline curve, a distance of"216.34 feet; thence South 89'30'59" West along said centerline, a distance of 70.0 feet to a point on the West line of the Southeast 1/4 of said Section 20, said point lying 384.02 feet North, as measured along West line of the Southwest corner of the Southeast 1/4 of said Section 20, said point being the Point of Termination of said centerline. Less and excepting a 100.00 foot right-of-way for the Florida East Coast Railroad. Containing 7.01 acres. 25.10 2441 24.63 --- 24.31-/ 25.30---' ® � tM o RADIUS POINT (TYP.) \` 23.50 `27.60 N 89.30' 59'W 70.00' i 0 50 100 200 300 SCALE I"= 100' NOTES 1. The purpose cf this.survey in to locate the existing pavement in referr-nce to the described right-of-way and to show elevations to enable the drainage pAtterns on the right-of-way to be determined. There may be other topography which does not relate to this purpose which is not shown. 2. Location of the right-of-way and e_-v--t-ons have been determined by. information supplied to the owner by Hayhurst Land Surveying, Inc. 3. The call in the legal description of "North 68' 15' 53" East, a distance of 51.93 feet" is apparently in error and should read "North 680 15' 53" West, a distance of 51.93 feet". 4. Lands shown +m re not abstracted by this office. 5. U.S. 1 bears v 26' 14' 39" W as per legal description and all beari2gs relate thereto. 6g -(OP \9 69 O 16+19.99 PT. U to�O� TO > CURVE LDATA CURVE RADIUS DELTA LENGTH C-1 516.87 23° 58iM 216.34 135.84 C- 2 3568.37 02'1443" .:' 3 260.00 68.Ofl OO" 308.57 C- 4 360.00 64-d 31 433.54 C - 5 360.00 26" 47' 37" 168.35 C- 6 360.00 200 56' 12" 13:.55 C- 7 240.00 20656'12'd 87.70 O C_ 7 �z v; CD 11.00 S 68° 15' 53 E IV U 10.80 51.9S c0 ( 9� ILI'1' /o.n M2 14190 //00 ��-- O h_ I I /o...7 4L k . OM `L Q C l� EOP EOP - f l � RW D - D RW �. - -- - - --- - J r ---� --- ---------- -- STA- -"22 f2 3 Z71 - _ -- _ � E Of' t.E -. �.. RW ►�GAN - JI H .. H Rw C� --- �� 1 a� STA 36 r 50 1 I IiW �. _ C EOP EOP STA 18i00 Ow w Hl G - . G RW �! , •� �, ;, STA J4 165 39 TOB OIL,! EOP EON RW SWALE c, a RW v�i 'c 'o SWAT E EOP EOP _ STA 1611999 SWALE R W I _I c r RW STA 32 f 14 21 o coPIbQ F� A EOP EOP S'.Vt.t E A_A L EOP ' A . 74 00 f�'Id - -ST- E -- E STA. 27+37.22 1 i RW SCALE 1" = 20' 1 f a f i 5 -A SEE NOTE No. 3 LEGAL DESCRIPTION A road right-of-way 80.0 feet in width, with the North right-of-way line having a 35.0 foot radius curve, concave Northwest to intersect the westerly right-of-way of U.S. Ill, lying in and being a part of Sections 20 and 21, Township 31 South, Range 39 East, Indian River County, Florida, and being centered on the following described line: Commencing at the Southwest corner of said Section 21; thence North,00402'39" East along the West line of said Section 21, a distance of 1875.75 feet; thence South 89' 12105" East, a distance of 250.19 feet to the Westerly right-of-way line of U.S. Highway N1; thence North 26' I 14159" West along said Westerly right-of-way line, a 1 distance of 44.91 feet to the Point Of Beginning of said 0 50 100 200 300 centerline; thence North 89'12'05" west along said centerline, a distance of 287.03 feet to the Point of Curvature of a curve concave to the North, said curve having a radius of 240.0 feet, a central angle of 20'56'12", a SCAL( I"= 100' chord bearing of North 78'43'59" West; thence Westerly along the arc of said centerline curve a distance of 87.70 feet; thence North 6e 15'53" East, a distance of 51.93 feet, to the point of curvature of a curve concave to the South, said curve having a radius of 360.0 feet, a central NOTES angle 20'56'12", a chord bearing of North 78'43'59" West; thence Westerly along the arc of said centerline curve, a distance of 131.55 feet; thence North 89'12'05" West, a 1. The purpose xf this survey ir, to locate the existing distance of 308.64 feet to the point of curvature of a curve pavement in reference to the described right-of-way and concave to the South, said curve having a radius of 360.0 to show elevFtions to enable the drainage pitterns on feet, a central angle of 26'47'37" and chord bearing of the right-of-way to be determined. There n.dy be other South 77'24'07" West; thence Westerly along the arc of said topography which does not relate to this purpose which centerline curve, a distance of 168.35 feet; thence South is not shown_ 64 00'18" West along said centerline a distance of 312.44 feet to the point of curvature of a curve concave to the 2. Location of the right-of-way and e_ v,t:ons have been Southeast, said curve having a radius 360.0 feet, central determined by information supplied to the owner by angle of 64'13'31" and a chord bearing of South 31'S3'32" Hayhurst Lang Surveying, Inc. West; thence Southwesterly along the arc of said centerline curve, a distance of 403.54 feet; thence South 00013'31" 3. The call in the legal description of "North 68° 15' 53" East along said centerline, distance of feet to a East, a distance of 51.93 feet" is apparently in error or point of curvature of a curvea concave to thea Nor Northwest, said and should read "North 68° 15' 53" West, a distance of curve having a radius of 260.0 feet, a central angle of 68° 00100" and a chord bearing of South 33'46'47" West; thence , 51.93 feet'. Southwesterly along the arc of said centerline curve, a distance of 308.57 feet; thence South 67°46'47" West along 4. Lands shown w're .not abstracted cY this office. said centerline, a distance of 219.19 feet to the point of V 26" 1439" W as er legal description v_ STRATTON AVENUE 16p8 p 2\oil '. O \ 4, ^Lo-15 O O N N N curvature of a curve concave to the Southwest, said curve 5. U.S. 1 bears p having a radius of 3568.37 feet, a central angle of 02' and all bearings elate thereto., 14'43" and a chord bearing of South 66'39'26" West; thence M 1 Westerly along the arc of said centerline curve, a distance "r-'n - of 139.84 feet; thence South 65'32104" West along said 00 centerline a distance of 666.05 feet to the point of Oct curvature of a curve concave to the North, said curve having Z a radius of 516.87 feet, a central angle of 23'58'55" and a chord bearing of South 77'31'32" West; thence Westerly along the arc of said centerline curve, a distance of'216.34 �A-E-12 `E-11 c- cD O O O C5 0i J J / 204-21.24 PC. 8' e r•--- 4a (CA4►a &6) J feet; thence South BT 30'59" West along said centerline, a distance of 70.0 feet to a point on the West line of the Southeast 1/4 of said Section 20, said point lying 384.02 - feet North, as measured along West line of the Southwest ENTRANCE co corner of the Southeast 1/4 of said Section 20, said point being the Point of Termination of said centerline. PALM LAKE CLUB w Less and excepting a 100.00 foot right-of-way for the Florida East Coast Railroad. V Containing 7.01 acres. V � M O t, CD 0 N tD CIF" N N O N O Z i' p O O C) O ,h � Q a) O u!9 u-) N N _8 W © 16+19.9 9 PT t k I ��/, , A, m o [f N i �0) aU 0 u� N N N N I ° EOP N MEDIAN EOP SWALE j R/W R/W O To.roo H - H o RADIUS i Z 20. STA 36 t 50 POINT � 69 c JN��55g /tE-13 (TYP.) \NHS\, I' ?015o° I q o \ pi. o EOP oo \g o g EOP Zo \96�2 2 \qo N89°12'05"W R/W SWALE r,� 1 GN ZO�b 141752' Cj - G R/W tea' 1)\ Zo. 2o2q^ \e GM STA 34t 85,39 C ' -b5 \9,53 g >? \ TO «. N \9r ��NSPOR '\'i?\ EASEMENT (Q �206 2o�6 \960) \N Q v 6a \o r ti o . p n 22GB, \9 20 SWALE EOP EOP `O \� /W _ SWALE z ��Do F F RI/w _ C - 2 STA 32•t 14.21 Z S.W.CORNER SEC 21 Q ••2� 90 TOWNSHIP 31 SOUTH` O . 2 RANGE 39 EAST " 25.10 2441 . 24.63 - 24.31- Ma R/W 551 R/W hh EOP B -B STA 16 t 19.99 o a I EOP EOP R/w E -E R/W STA 27t37.22 P I tih' : ti a EOP SWALE R/W EOP I EOP SWALE R/W A - A STA 7t00 i R/W I R/W EOP I EOP D -D STA 2 2 t 23.01 o � ' A, 7 C _ C EOP STA 18t00 I R/W ti I tiry EOP SWALE /W t❑ m 11 I'M 0, it"; - , M c� m7x-o semom OwN. 4 11~`24-CMP 79a STORMWATER RETENTION sf N 68'15'53:'W 51.93' S 68-15'53��E 51.93� G rE- 2 w y F -E-7 �wC-7 � s 11.00 S 68615 53" E U 10.80 51.9S 9iL 3 11.80 a 141 U 00 -to J1 9 'Q85 E-1 G 11.80 u i fl -9 POB. EASEMENT 1079 E 1a.80 2 -7.28� N 89°12'05" W 36.83' � LCIO i.o0 N 39°12'05 4 10.79 10.58 --,10.00 ee �, 11.22 S89°I205 E 260.54 1060 20 �0>> ,. ''S89*12'05"1~ - N 26°14'59'W 95.31' 10..91 287.03 F 10.79 20 9.70 10.30 �,E-8 11.60 10.8 �10.40 C- F a G 10.3o H N w 11.40 S.W. CORNER SEC 21 TOWNSHIP 31 SOUTH RANGE 39 EAST 0 LEGAL DESCRIPTION FOR DRA I INIAGE ESAEMENT An easement for the pirposs of drainage maintenance lying od1ccent to the right-of-way of Stratton Avenue cs described in c survey by WIIIton E. Hayhurst dated April 14. 1092. having a radius of 400.00 feet. a central angle of 20' tying in a part of Sections 20 and 21. Township 31 South. 56'12 . a chord bearing of South 7843'59" East; thence Range 39 East. Indlan'R!ver County. Florida. more Easterly along the arc -of sold curve a distance of 146.17 particularly described in the two parcels as follows: feet:." thence South 68'4 5'S3" East a distance of 51.93 feet to a point of curvature -of curve concave to the North. said Commencing at the SoLrhwest corner of sold Section 21: curve having a radius of 200.00 feet. a central angle of 204 thence North 00'02'39" East along the West line of said 56'10". a chord bearing of South 78'43'59" East: thence Section 21. c distanaa of 1875.75 feet; thence South 89' Easterly along the arc of said curve a distance of 73.08 12'05" East. a distance of 250.19 feet to the Westerly feet: thence South 89'12'05' East a distance of 260.54 feet right-of-way line of (I.S. Highway tilt thence North 26'14'59' to c point of curvature of a curve concave to the Northwest. West along said Westerly right-of-way line. a distance of said curve having a radius of 35.00 feet, a central angle of 95.31 feet: thence N;)rth 89'12'05' West a distance of 36.83 08'00'48". a chord bearing of North 01659'18" Eaat: thence feet to the POINT OF BEGINNING: thence North 89'12'05' West Northerly along the arc of sold curve a distance of 4.89 a distance of 227.28 i'eet to a point of curvcture of a curve feet 'o the POINT OF BEGINNING. Less and excepting a 100.00 concave to the North. said curve having a radius of 195.00 foot right-of-way for the Florida East Coast Railroad. feet. a central angle of 20'46.'43'. a chord bearing -of North 75450'23' Westt then a Northwesterly along the arc of said 10GETH'_R WITH curve a distance of 7.72 feet: thence North 68'15'53" West a distance of 5193 f-et to a point of curvature of a curve Corrrnencing at the Sout!-est corner of said Section 21s concave to the South. sold curve having a radius of 288.77 thence 110"h CC°C2'39" East along the West line of said feet. a central angle of 30'10'02'. a chord bearing North 75' Section 71, a distance of 784.66 feet; thence North 89' 44'46' West; thence Ilorthwesterly along the arc of said 12'05" West a distance of 1417.52 feet to the POINT OF carve a distencelof 02.04 feet; thence North 89028'44" BEGINNING and the South right-of-way line of Stratton Avenue West a distance of 316.85 feet to a point of ctrvcture of as described in a survey by William E. Hayhurst dated April ccurve concave to the South. said curve having a radius of 14. 1992; thence along the South right-of-way line of said 402.21 feet. a central angle of 26'30'55". a chord bearing Stratton Avenue on a curve concave to the Northwest. having of South 77015'41' West: thence Westerly along the arc of a radius of 300.00 feet. a central angle of 68'00'00", a said curve a distance of 186.13 feet; thence South 63' chord bearing of North 33046'46' East. Northeasterly along 57'05' West a distancclof 246.85 feet to a point of the arc of said curve a distance of 356.05 feet; thence carvctLre of a give cioncave to the Southeast. said curve North 00413'13' West a distance of 401.25 feet to a point of having a radius of 38t:99 feet. a central angle of 424 curvature of o curve concave to the Southeast. said curve 34'39'. a chord bearirp of South 48'49'01' West; thence having a radius of 320.00 feet. a central angle of 33' Southwesterly along tb crc of said curve a distance of 43'29'. a chord bearing of North 16038'32" East: thence 289.06 feet to c!;olnlof cusp and the Northwest right -of Northeasterly along the arc of said curve a distance of --way of Stratton AventIb cs described in a survey by William 188.35 feet to a point of cusp; thence on a curve concave E. Hayhurst dated April 14. 1992: thence continuing along to the Southeast. said curve having a radius of 308.39 feet, said right-of-wcy of !tratton Avenue on a curve concave to a central angle of 33'09'46'. a chord bearing of South 10' the Southeast. havingradius of 400.00 feet. a central angle 15'36' West. a distance of 178.84 feet along the arc of said 31'09'57". a chord becring of North 48025'19" East. a curve; thence South 00015'19" East a distance of 372.88 distance of 217.58 felt: thence North 64400'18' East a feet to a point of curvature concave to the Northwest. said distance of 312.44 fect to a point of curvature of a curve curve having a radius of 335.18 feet. a cent-c, angle of 66, concave to the Southecst. said curve having a radius of 00'00". a chord bearing of South 33046'47" West; thence 400.00 feet. a centrai'angie of 26047'37'. a chord bearing Southwesterly along the crc of said curve a distance of North 77024'07' East;;thence Northeasterly along the arc of 397.80 feet to the POINT OF BEGINNING. acid curve a distancebf 187.05 feet: thence South 89' 12'05' East a distancrof 308.64 feet to a point of curvature of a carve oncove to the Southwest. sold curve 1 CURVE DATA CURVE C-1 C-2_ MDIUS 6. 87 ` %8.37i DELTA 230 58' 55" 02°14'43" LENGTH 216.34 139.84 308. 57 403. 54 168.35 132.55 87.70 CURVE E-4 E-5 E-6 E-7 E-8 E-9 E-10 RADIUS 388. 99 400.00 400. 00 400.00 200.00 35.00 300. 00 42 31 26 20 20 08 68 DELTA 34' 09'57" 47' 56' 56'10" 00'48" 00' 39 ° 37" 12" 00" LENGTH 289.06 217.58 187.05 146.17 73.08 4.89 356.03 C-3� . 00 68000' 00" C-4 10. 00 640 13' 31 " C-5 h(C.00 *_2604737" C-6 1 E0.00 i 20056'12" C-7 .00 ? 217.0 56' 12" E-1 . 00 i°46'43" 70.72 E-11 320.00 33 43' 29" 188.35 E-3 rs. 77 ' r.( . 21 - -' 1 r' 02" LO° ?C' 55" 152. 04 E-12 708 1A1-+ 33 09' 57" 178. 84 186. 13 E-13 335. 1 8 ; 68 00' 00" 397. 80 I REVISED 5/ 1 1 /93 ADDED DRAINAGE EASEMENT �y -A SEE NOTE No. 3