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HomeMy WebLinkAbout1999 - (Mylar) Phase I Plat BookA PLAT- OF CERTIFICATION OF TITLE CIJ��IER CHUB, PHASE I BEING A PFIRTTFIN FIF. CFr.TU�N ?ft FI FMTNG GRANT SITE CITY SURVEYOR'S CERTIFICATE THIS PLAT OF COLLIER CLUB - PHASE 1, HAS BEEN REVIEWED BY THE UNDERSIGNED PROFESSI❑NAL SURVEYOR AND MAPPER EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY CERTIFIES THAT THIS PLAT CONFORMS TO THE REQUIREMENTS ,OF CHAPTER 177, FLORIDA STATUTES. ----- -- ----- - ---- --- CITY SURVEYOR ROD REED,PSM FL❑RIDA REGISTRATI❑N # 3916 DATED -2-7.99 . SURVEYORS CERTIFICATE KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING A STATE ❑F, FL❑RIDA LICENSED AND REGISTERED PROFESSIONAL SURVEYOR AND MAPPER, DOES HEREBY CERTIFY THAT ON __.] ____, 1998 HE COMPLETED THE SURVEY OF THE LANDS AS/SHOWN IN THE . F❑RGOING PLAT; " THAT SAID PLAT IS A CORRECT PRESENTATI❑N OF THE LANDS THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED; THAT PERMANENT REFERENCE' MONUMENTS HAVE BEEN PLACED AND PERMANENT CONTROL POINTS HAVE ^ BEEN SET AS SHOWN HEREON IRA C, HATCH, PRESIDENT LOCATION MAP E AS REQUIRED BY. CHAPTER 177, FLORIDA STATUTES. HATCH & D❑TY P,A; AND THE CITY OF SEBASTIAN SUBDIVISION DI ISI❑N AND PLATTING R NA ❑ DI NCE; AND THAT SAID LAND IS LOCATED IN INDIAN RIVER COUNTY, FLORIDA. ID , DATE v ! DATE: Z ??SIGNED. DAVID M. JON ES DESCRIPTI❑N PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE ❑F CLERK _ . LICENS M E NUMBER 3909, STATE OF .FLORIDA STATE OF FLORIDA A PARCEL ❑F LAND LYING IN SECTION - 28, fLEMING GRANT,_ INDIAN RIVER. ADDRESS 2345 14th• AVENUE, E UE, SUITE # 6 COUNTY. ❑U OF INDIAN RIVER COUNTY, FLORIDA,DESCRIBED AS F❑LL❑WS; VER❑ BEACH, FLORIDA 32960 BEGIN AT THE INTERSECTION I ERSEC N TID OF THET SOUTH LINE OF THE FLEMING GRANT, WITH THE WESTERLY ERL RIGHT-OF-WAY LINE OF AIRPORT DRIVE THEN NORTH , CE °: I, CLERK OF INDIAN RIVER COUNTY FLORIDA RIGHT-OF-WAY D❑ HEREBY CERTIFY 44 24 33 C✓EST, ALONG SAID WESTERLY RIGHT OF WAY LINE AND THE T - , THAT I HAVE EXAMINED THIS PLAT OF COLLIE R CLUB, PHASE 1, EASTERLY LINE OF R❑SELAND GARDENS ACCORDING TO THE T AND THAT IT COMPLIES WITH ALL THE REQUIREMENTS , E PLAT THERE❑F, E ENTS OF CHAPTER AS RECORDED IN PLAT BOOK 8 PAGE.25 OF THE PUBLIC RECORD COVENANTS, RESTRICT Na , S ❑F INDIAN I❑NS, ❑R RESERVATIONS AFFECTING THE 177 OF THE LAWS OF FLORIDA, THIS PLAT FILED FOR RECORD RIVER COUNTY, FLORIDA, _�____ ID A DISTANCE OF 1949.91 FEET, MORE OR.LESS TO A OWNERSHIP. OR USE OF THE PROPERTY .SHOWN IN THIS PLAT ARE DAY OF ___� 1999 AN �Q1fi3 _____________, D RECORDED iN PLAT P❑INT ON THE EASTERLY. RIGHT-OF-WAY LINE OF R❑SELAND ROAD THENCE 'FILED IN OFFICIAL RECORD BOOK NO. BOOK - , PAGE ,�� IN THE OFFICE OF THE CLERK ❑F NORTH 11°49'08' WEST ALONG SAID ' --- -- PAGE --------• . ID .RIGHT-OF-WAY ' LINE,.. A DISTANCE OF 33.47 Clk- COURT OF -INDIAN RIVER COUNTY, M , ., U Y, FLORIDA,FL❑RIDA• FEET .THENCE NORTH 45 : �- y 08 32 EAST, A DISTANCE OF 350.31 FEET THENCE NOTICE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM ,•.,,......., SOUTH 83 20 38 EAST, A DISTANCE ❑F 819.07 FEET THENCE SOUTH 73 57 4 IS THE OFFICIAL DEPICTION ❑F �TH ,,,: .••• -••.. ; . 0 E SUBDIVIDED LANDS . .• is c. EAST A DISTANCE ' • S CE OF 499,5 9 FEET, THENCE SOUTH 70 25 16 EAST A .DISTANCE DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE _ Q OF 718.11 FEET THENCE SOUTH 52 5 SUPPLANTED ,,C 1 12 EAST, A -DISTANCE OF 254.85 FEET T❑ A IN AUTH❑RITY BY ANY OTHER GRAPHIC OR � , POINT 1. � .n1 ❑IN ❑N .THE AFOREMENTIONED : .:� S❑UTH L N F T DIGITAL FORM F T ,.... .. : ..__.._.--- ....:. _ .... _LINE ❑ HE FLEMING GRANT THEN ❑ HE PLAT. te? st� SOUTH 45 _ .. Q$ 31 WEST ,ALONG SAID LINE rt _ E A DISTANCE OF 1481.77 FEET TO THETHERE MAY ... I�2 E PE ADDITIONAL RESTRICTIONS THAT ARE T i COURT r FOR F R T JE F EY K. A .. BARTON, PINT OF -BEGINNING. RECORDED ON THIS PLAT WHICH MAY BE FOUND �IN THE -� C OU NTY CONTAINING r4 • 6 90 4 2 2 A R ..0 ES M R ❑ E ❑R L ..ESSr . ,PUBLIC R _I RECORDS F T x❑ HIS COUNTY .3 a STATE OF FLORIDA COUNTRY OF INDIAN RIVER .. I, IRA C. HATCH, OF HATCH & D❑TY, P.A,, D❑ HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE OF THE HEREON DESCRIBED PROPERTY. THAT I FIND THE TITLE TO • THE PROPERTY IS VESTED IN THE COLLIER CLUB, INC., A FLORIDA CORPORATI❑N, AND THAT FALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.1920 FLORIDA STATUTES AS AMENDED AND THAT MORTGAGES, LIENS OR OTHER ENCUMBRANCES ARE AS FOLLOWS MORTGAGE ORIGINALLY IN FAVOR OF NATIONS BANK, NA SUCCESSOR TO NATIONSBANK OF FLORIDA, NA AND RECORDED IN ❑FFICIAL RECORDS BOOK 1353, PAGEL 714. AND AS ASSIGNED BY INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 1378, PAGE 925 , AND FURTHER M❑DIFIED BY INSTRUMENT RECORDED IN ❑FFICIAL RECORDS BOOK 1486, PAGE 1597, ` AND FURTHER M❑DIFIED BY INSTRUMENT RECORDED -IN ❑FFICIAL RECORDS BOOK 1578, PAGE 549, MORTGAGE IN FAVOR OF FIRST NATIONAL -BANK & TRUSTL COMPANY LOF THE TREASURE COAST, RECORDED IN OFFICIAL RECORDS BOOK 1219 PAGEL 257 G 1, MORTGAGE -IN FAVOR OF. FIRST NATI❑NAL BANK & TRUST COMPANY LOF TH E TREASURE COAST, RECORDEDL IN ❑FFICIAL RECORDS BOOK 1243, PAGE 1268, ALL OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, FOR .. . �. �. t ., --., �� BOOKI5 UNPLATTED �� . s6'p�PLAT Z A, Q� �° 6gg_5.0S.F\ WITNESS ^ 247.30' MONUMENT �,oN 45°08'32'EC 11 L I.E R CLU j P H A S E' I �, wl' 113.09 134,211f PAGE 350,31 BEING A P❑RTI❑N OF SECTI❑N 88 FLEMING GRANT CITY OF SEBASTIAN .� INDIAN RIVER COUNTY- F-L❑RIDADOCKET111212, � 15 U E G 15 UE 44 CURVE DELTA ANGLE RADIUS ARC ©PERMANENT REFERENCE MONUMENT r� C .1 57.10'55' 285.00' 284.43' o.PERMANENT CONTROL POINT CB N 82 54 58 W C 2 43°48'10' 245.00' 187.30' �� e✓ . C - 201.28' DE - DRAINAGE EASEMENT C 3 15'04'08' 245.00' 64.44' . TRACT C 48.41'50' 5 00 22' C 4 34 293. ., UE - UTILITY EASEMENT CB_N 72057'29'W 2`� cs 'p'9 C 5 17.57'50' 345.00'-108.17' C 272.78' o ANGLE BREAK C 6 46'14'22' 170A0' 137.20' LAE - LIMITED ACCESS EASEMENT C 7 46.09'01' 275.00' 221.51' Z N 45'35'27'E r, co 6 z C- CHORD C 8 10.41'30' 370.00' 69.04' - 131.04' Ln can � 0 1' = 50' CB - CHORD BEARING C 9 82°43'40' 25.00' 36.10' Ln C 10 16.54'41' 175.00' 51.65' ro 0 1 CB N 50°42'15'W LME - LAKE MAINTENANCE EASEMENTIts, C 11 16.54'41' 200.00' 59.03' co C 82.18' C 12 9°55'24' 3422.00' 592.67' w Z C7 N 45'35'27`E C 14 37.15'54' 315.00' 804.88' ro 140,69' 67 2s' o THIS SHEET cis z7:o9; 32, 17s.00' e2.951 m C 16 7 14 32 245.00 30.�7 w w Ln N v� w o `° rti .� ��'. C 24 17°04'36' 145.00' 43.82' Z £ o N 4116 `° w �,1, r'o_ C 27 3'02'35' 370.00' 19.65' d N N �, „ o �" ��_ U N P L A T T E D C 33 34'16'S3' 270.00' 161.55' N 45°35'27'E o N v F C 35 30'38'23' 25.00' 13.37, 2 N �. o ]� 140.71' % �, ,p C 36 18'16'21` 195.00' 62.19' �7 co � �, C 37 19.37'57' 195.00' 66.82' �,� C 38 2 20 23 195A0 7.96 z o ii it C 42 48.54'00' 50.00' 42.67' TRACT B C 44 41.25'30' 320.00' 231.36' N 45°35'27'E J 1 � 140.66' o C 45 25.14'10' 320.00' 140.94' ST❑RMWATER �`� C 46 8.14'10'` 270.00' 4050' w m CB N 40°44'45'W -� _ � . �Jl 25' 25' C - 30.95' (Tl �, C 47 14'22'05' 270.00' 67.71' HART - �, 4 � MANAGEMENT & � c 48 11•19'07' 270.00' 53.34' AVENUE ' : -� St C 64 18.24'14' 145.00' 46.58' 5' LAE N 45.35'27'E RECREATION AREA C 65 90.35'05' 25.00' 39.53' - 128,95' C 66 4.53'41' 270.00' 23.07' CB N 66 16'06'W C 67 1'16'59' 249,08' 5.58' Ln C - 182.77' o n n C 68 15.10'31' 249.08, 65.97, S D J w g� C 69 40.43'24' 249.08' 177.04' --D co t� N N 45°35'27`E .� N s� �N 15' UE .. C 70 37.15'54' 364.49' 237.06, D KEY SHEET C 71 27.09'32' 200.00' 94.80' 147.27' C 72 66.06'50' 220.00' 253.86' 15' UE C 73 66.39'40' 320.00, 372.31' bd o \ �.9 � 6 So C 74 16'38`40' 370.00' 107.4.8' d B S 84.17'45'W ' 9 C 99 38'22'55' 370.00' 247.86' N .45°35'27'E c 00 �� C - 64.25' � ,- ti2�� ��.�� � I C 100 43'50'39' 25.00' ,19.13' 4 176.73' of �,� ,pb s C 101 16'54'41' 225.00' 66.41' 00 CBS 21'17'22'E CBS 56'02'56'W CBS 19'04'56'W �p `� c' ' 2 r C 102 21 44 is 370.00 140.38 o C - 133.50'. �,fJ C� {�'� C - 244.04' C 107.73' o C 103 16°54'41' 350.00' 103,31' �*� .r� ��� CB S 31°42'01'W SO©b C 104 7.38'18' 3272.00' 436.20' ]> , C - 43.76' A5 p�' �2 �� C ill 9.55'24' 3447.00' 597.00' Q� N 45 35 27 E �-� 66 G p� 9� C 112 8.41'54' 3397.00, 515.72' (Tl 139.16' rn� at \<I GS TRACT L \S c� C73 �a _ o , o n 118.61' .63' 4 So y= o L 1 N 11 49 08 W 33.47 C11 0 8 S 45'35'27'W C4 ��_ L 2 N 76°45'41'E 31.23' ti � 93. 22 N 54.39'49'W r W z L 3 S 01°4.9'49'W 22.96 S _ o N\ 1 C9�_ , ,� UNPLATTED N 45°35'27'E �' 0� 9 50.00 dr -1 L 7 S 61.56'09'E 56.88' 125.16' 38 25' 25' 11 `\� C74 C9 `,' c�Ld L 8 S 44°24'33'W 17.38' cfl cn a w N -�� f- L 11 S 75.24'18'W 16.93' C) co I v Ul ry S 45.35 27 W ? p n cA rn C� CD CD(-" 125.00' w 15 UE w r . o �s �,� L 15 N 76'45'41'E 31.23' m rri CB S 70°23'30'E �'.� ✓ ii it WITNESS L 30 S 44*24'33'E 24.65� N 45.35'27'E iT1 0 o C- 58.82 g TRACT E MONUMENT L 32 S 44 24 33 E 12s.00' 111 22.42 6 --< = r 7.5' DE -� ]+ L _37 N 76°45'41'E 31.23, � can D S 45.35'27"W �� �� G� FUTURE L 38 S 61°56'09'E 10.06' i Z o TRACT E �, 0 10 0 o �� >` ` L 42 S 61°56'09'E 10.06' Z 125.00' - �� FUTURE. �, �_ DEVELOPMENT' ���• 43 S 76.54'28•E 85.50' ru o S T❑ R M W A T E R `�,r_ �Cy �� �� s�o L 44 N 71'00'58'E 124.59' �J N 45.35'27'E o 0 D W 125.00' D �-, 110 � (-} E �/'E L ❑ P M E N T 15' UE �� L. . 45 S 70.25'13' E 87.21' D W 15'UE r i w TRACT ii A ii - O,� �_ L 46 S 79°4737'E 166.63' 7 w o o 4,D S 45 35 27 W rvv j j L 47 S 76°42'S3'E 162.31I 11125.00 . £ cn w N N o 10'LME 9.�-�f r �� L 48 N 78051'40'E 72.54' v N 45°35'27'E N ` 0 10 9 10'LME . CB-S591.93' 08 E L 49 S 81030'55'E 117.00'� 0 125.00' - w ro 15'UE cr? L 50 S 79 53 59 E 50:00 '� L 51 S 61•.56'09'E 63.65, Gs N w S 45°35'27'W°- 8 - 0 18 o r� 125.00' SHEET MATCH LINE SEE, SHEET S B THIS INSTRUMENT PREPARED BY ; N 45°35'27'E 25' 25' DAVID M. JONES 125.00' 1�8 BEARING BASE THE WEST RIGHT OF WAY LINE OF PROFESSIONAL SURVEYOR & MAPPER AIRPORT DRIVE,BETWEEN THE SHOWN MONUMENTS, BEARS . 2345 14TH AVENUE MATCH LINE S E SHEET 4 N 44 24, 33 W, ACCORDING TO THE DEED, AND ALL - 13 OTHER BEARINGS ARE RELATIVE THERETO. VERO BEACH , FL 32960 - �' PHONE. C56.1>567-9875 DFI SHEET PLAT BOO K� S PAGE I Li (- _L) rl i 1 r—i i v DOCKET NO, INDIAN RIVER COUNTY, CURVE DELTA ANGLE RADIUS ARC MATCH LINE SEE SHEET 4 - 50, S 44°24'33E 51214' C 17 90000'00" 125A0' 196.35' 25' 25' 75.00' 65.00' 65,00' 65.00' 65.00` , C 18 259°15'48' 25.00' 113.12' 177.14 C 19 : 219°20'00' 175,00' 669,92' W Q w C 20 23°04'26' 250.00' 100,68' MATCH LINE SEE SHEET S —j % w w W w N ,�, 10 c 21 23°04'26' 2so.00' 100,68' co � N . N � � � � � � 0 42 ,O� ��� C 22 21°36'25' 250.00' 94,28' r--, o lJ N cS N o N o- N o ;o o . D� 1°50'00' 250-00' 8.00' ujU CD �o �0 45 �o ��43 �� tie c23 0 47 46 m Ln u M 4 4 �2• C 24 48°11'23' 25,00' 21.03 p l!-) (u Ln (u to (u n N S '� pp e , . , o W (•'� F--� ,r-, o �- C 25 57 54 44 145,00 146,56' _ 19.25, Q Z L7 z � z Z z �2 C9 - o C 26 44 07 21 25,00 �.- S 44 24 33 E J ►-� 15 U E L9 3 41 9 C 28 1'50'00' 125.00' 4.00' Ln ' , W 125,00 �3 N 2 21 36 25 125,00 47.14 W 50,00 65.00 65,00 65.00 JG`� C 29 °04'26' 125.00' 50.34' _ o N 44°24'33'W 254.10' a� C 30 23 101 0 ,n 3 �- e s,00' so,34' y 7.5 DE CD n c1, S 44°24'33'E WILLOW COURT S 44 24 33 E r, C 31. 23 04 26 12 e , .0 360.00' , 128.35' <R) C 32 20°24'43' 125.00' 44,53' L� ST❑RMWATER 44 24 33 E �- Lo SO RIGHT ❑F WAY MANAGEMENT w N e � o � C 34 43°50'39' 25,00' 19,13' W M -S 44 24 33 E 255.06 N Q C 39 81°09'00' 25,00' 35.41' (� 50.96' 65.00' 65.00` 65.00' �c 7.5 D&UE ri rr _ 125.001(� 5 8 q `r 0-- � C 40 48°11'23" 25,00' 21,03' TRACT AJ - o 8 ti 7,5 DE C50 15' UE J un 50,00' 42.75' M C9� gb C 41 48 59 26 4 0 50.00 102 ` - O C 42 48 53 51 42,67 Z N w w w w sr, o 10 LME u� �-+ S o o 40°18'06' 50.00' 35,17' 7,5 D&UE �- o w C 43 S (u f .l , 5, 1 9 o o - o o O o C 44 40 41 35 50.00 3 5 1 S0� �n in � in � � C�c In o In o 0 0 1y , , , s , N I r., M o , 7 oo � (� (� 3 6 M � s _ � so.00 4s.i F � R 3 4 u-� 3 S � in Ui r C ` 45 55 12 06 o • 37 0 3: - N Lo (u In N !n N .9 -� e , .47.8011 3 E .-, .-, .-, .-, 3 8 M o 8- 0 21 54 38 125.00 . (� L 7.5 D v. t 3 9 �— C 46 o A. e , ' � o Q 7 56 21 125A0 47.86 p .� . z z C 47 21 D. q� o �o Z Z d- , Q o 10 3 .� 9 00 25.00 35.41 3 S z � C 4 8 81 0 S n z 'o , � 4. 4' .W - °35'17 300A0 160,16 , o Z er 75.00 65.00 65.00 65.00 65.00 N 4 2 33 �., C 49 30 S 44 24 33 E 444,72 ' 1 �• o �, � � - C29 c' F 179.57' 11°32'33' 25.00' S,04 s 2 ,� C 50 - N r v O P �C ° 32.31' o- N 74 02 45 25.00 � N. : 7.5 U E C 51 w U 7.S DE o ° .03 7 DE .S � a � � � C 52 48 1123 25,00 21 - w r .F, �-- p , z w w e 3 3 3 0 104 w w N � ,O Q C 53 90 00 00 25,00 39,27 r r (u . to (o 6 6 r 7.S DE (u 2 8 4 43 250,00 89,0 o � � cu . (v . cv . to . O � � pq C 57 20 2 _ N N N f— I� m Lo O_ W In o 0 0 010 90 0� u� in 2 9 o e 3.810 8. 0 3 3 co 3 0 ��' v : c ss 10 16 3s 300,0o sM 106 10S Q • M � 32 l � • �,S o cn e e �107_ , �, e 31 . o o r, (u cu (u Q Q 59 12°59'37' 300.00' 68.03' Ln of N N LZ Ln cu ll) Ln Lo '� o C .� �..� O �r v o Z 73.461 6 Z � Q C 60 14 01 46 300,00 (n 15 . UE C z z Z. C4 f- e 9.77110 � Ln � `0 4 � � S J 9 44 46 175,00 2 2 � 15 UE L C 61 _ 27 S o70.84 ' 2 7.5 UE C 62 231138 175,00 C2 C 3 9 h C4 J 2 C� t.� , 0 61A9 a �.� 2 6 L25 65,00 65.00 65,00 C 60.00 60 0 'I '—' C 63 10°54'35' 175.00` 33,3.2 G 0 50 W S '1 CB CI v 4 R LAKE CIRCLE 6 � c o �n 370,00 69,0 COLLIE 5 0 5 6 6 S W ❑D C❑URT LL C 74 10.4130 RED ❑ 4. 4, •W N 2� G 99 f 22. cv N 4 2 33 , cu S 44 24 33 E GB G C £9, S 44 24 33 E Z o 36,10 _ 112 02. - C 75 82 43 40 2 5,00 .p � Q 2 £ 125,65 <R 293,49 Y p - ,. 5 HT ❑F WA 393. 2 SO RIG �-� 51,65 4 41 175.00 �n to C 7 6 16 s _ 9 p4 I— , N F WAY 5 15 UE c' cu 7 S9 a M 50 RIGHT ❑ G S 44 24 33 E 23 , - 23 25.00 21.03 C � n � C 90 48 11 , C58 63 6 ,0 65,00 65.fl0 C w L28 5 0 4 36,91 65.00 65,00 L31 cu o Q 4 17 42 50.00 C 91 2 h , 2 42.05 C 50,00 2 - 48 11 23 cu w 4 C 9 2 15 UE W w 1 G � CLJ , 0 s 4 43,41 � u� � � 50,00 _ 3 49 44 33 w r w w : C 9 w M cu W w w w W • . , , (11 • , o ,00 35,13 to 40 15 27 50 to 00 _u-> � r � � w O o C 9 4 IIt� ,_ , A ° N d- N - ! 'a (7 N 1 (u N e , �, . �, . �, . _ 17 0 34,80 0 0 �\ O 39 52 23 50.00 - .-� M e to �� �, o l _ C 9 5 0 0 o to to 6 00 18 .-, in in o in o in o 8 to to u� o In Q> o _ _ N � , 12 - - 1 S o� 16 ao ("� 1 M (� 2 3 ` 2 4 9 �. 50 07 37 50.00 3, u-) Ln - o Ln • `t �--t e 0 . u) 1 e in 2 2 a in e„ .!'- C 9 6 13 • • (LJ N (U (u N , (u 14 �, �, �, �, S e . 4 .05 N u-) �n Z .-- .� .-4 (� _ r 48 11 23 50,00 2 o J o . 5.00 21.03 _ : 98 48 1I 23 2 z z z z z z mot- C Z Z Z o . . , e , 2.10 0 4 49 23 25,00 - C 99 ! Z r, , 65,00 65,00 65,00 65,00 65,00 65.00 65.00 65,00 65,00 67.31 176.18 65,00 65.00 L 10 3 _ LME LAKE MAINTENANCE EASEMENT 7 N 44 24 33 W 1517.70 LAE �', : EASEMENT D&UE DR AINAGE & UTILITY r rr r POINT ❑F o _ EASEMENT o _ r _ - .UTILITY... o WAY TRACT . I UE R VE 6 0 RIGHT ❑F . AIRPORT D I . N NG o GIN I o - BE - EASEMENT DE DRAINAGE o E -BREAK N 44 24 33 W 983.96 SHEET 3 ANGLE . o PERMANENT CONTROL P❑INT 4 ,91 19 9 _ T BOOK 8 PAGE 25 - E MON UMENT T R❑SELAND GA RDENS - PLAT , O PERMANENT REFERENCE . R RADIAL LI NE 4 S 6 7 3 EASEMENT 2 LIMITED ACCESS . 12 - 1 LAE 10 1 LIMI 1 - 9 - BEARING BLO CK B" 2 CB CHORD . _ BL❑CK 2 c CHORD 1 .BEARING- DI STANCE LINE BEARING DISTANCE LINE , - ,10 , 4 3E .9 L 3 S 44 2 3 � L 1 N 11 49 55 W 33,43 2 i MULBERRY, 4 3 E 9.1 M U 4 S 44 2 3 L 4 N 45 35 27 E 25,00 L 2 STREET e L 25 S 44 24 33 E 28.36 L 6 S 00 33 34 E . 61.58 r 4 33 E 14.23 - W ,00 L 26 S 4 24 0 R 25 - S N 44 24 33 W , . L 10 e 1 _ N 44 24 33 W 10,71 _ _ L 27 4 35 27 W 38,21 (51 e L 13 S 5 31,88 _ L 28 N 44 24 33 W 4 N 4 24 33 W 22,42 L 1 , . 73s' SHEET L 29 _ N 44 24 33 W 1 . 44 24 33 E 8.63 e , L "16 S 11.48 L 3 1 S 44 24 33 E , 7 E 4.52 L `17 N 45 35 2 , PREPARE BY L- 33 S 44 24 33 E 8.63 .THIS INSTRUMENT PREP , 15.45 S 00 33 34 E THIS L 18 e . 4,52' DAVID M. J�NES L 3 4 N . 45 35 27 E L 19 N 65 14 36 W 69,55 PROFESSI❑NAL SURVEYOR & MAPPER • � N 4,52' SHEET L 35 IV 45 35 27 E 15,45' . ! 2345 14TH AVENUE L 20 N 00 33 34 W e 13.80 e , r L 39 N 68 55 26 W _ _ 100,00' FL 32960 L 21 N 45 35 27 E T SHEETS VERD BEACH 45°35'27'W 42,73' KEY.SHEET H E E ❑F PHONE (561)567 9875 S 68 55 26 E 21.73 L 40 S L 22 i R PEAT OF