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HomeMy WebLinkAbout2006 - Boundary & TopographicTRACT �9 A = 47°Oq' 33" SEBASTTAN FUGEIMM U 417 14 PIAT BOOK 8, PAGE 43 R=40.00' (PIED) NORTH LINE OF HARA=27°08'06" OINT L=32.'92' SUBS VIS ON I NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 N8cl'3c1'54"E 350.00' PHASE I R=gO.00 . - . -21.5 .... L -=-A2.6 % NOO'05'36"E APPROXIMATE +21.8 i LLOCO°ATlor°"'ER POLE =24°50'53" ,A=125°09'14" +21.6 4.04' R=55.00 APPROXIMATE TOP OF BANK APPROXfMATE TOP OF BANK +21'4 //�� _ L=120.14 Q=17°09 I //��--- / . A=32020'33" _ - --32��'- - APPROXIMATE EDGE F WATER - - - - e 1 II A=34006'39" f- APPR _ {- R=65.00' / 1 _176-3- A=34 0(0 39 R=20.00 oXiMArE E R - - _ _ _ _ _ _ L=53.40' i �'E OF WATER EDGE OF WATER �` R=20.00 L=36.10'9' l 13/24/06) //iIRBC ET - v�o i L=� :-11 \ \ N \ I SET �7 _ _ L= I I .'9 f a W \_ } 63/64 +22.2 ` � � � 0 IRC SET 9 e 1 I! \ �T �9 5 30 6905 'wITNFSs %- S 01 8 °40'01'1 \ \ \ ( Q ITj�(E�V�vj[,+�9�V GAP P 21.8 30.00' OFF CORNER 12 / � IRC SET I J[lt ti>tJ)�!l�\ t� LU1L 1111 7IRC SET NOT SET 1 56 . 2'+22 f t \ i z P� 139 FG 76 J IRC SET I LB 905 (DESTROYED TRAILER) I LB 6905 rNs � 6905 IRC SET _ _ f 39.42 �2 8 �= 7e �PIIA� Q /��/�,`1��j(�jjj��jj� +230 ,,ZI IRC SET o.` (OCCUPIED) ) F d� ` LB 6905 � s i ^ �^ 3?y`` L8 69� 1 4,24. � � \ I I ? 24 /V ,. \ +27.5 IRC SET IRC SET IRC SET �y®rev �yCDE \ X22 0 Z% LB 6905 LB 6905 LB 6405 \ 1\y ll �.�\y e�2 ��- Co U, i t 12" � N; I p n e t It \ rl/ 1 � o Q =68 13 18 p +22.01. 8 / +20.1 5 +1 . 2 3 1 +` 12 ` +222 :°. x N ^ 12" R=80.00' 1 12" +21.6 \ \ %I\\' 12n 12" N - SEPTIC TANK L=85.26 * +21.6 IRC SET 6905 +21. S \ 23.E � 21.7 1 +22.0 �v � _ � \ I I +22.0 +21.9 ® +22.5 +21.3 OS +18.8 S 14" +21.9 n GARAGE 12'x57' TRAILER �( 234 �, n ,on F.F.=22.55 +21.s +223 �• 12 12" F.F.=24.10 90 \'vq �Q ;,�1` ()� e1 ^ 6" ) 16" 12" 3 �,e� +21. PQP -CO A1-21.5 14" t2" 12" �6" +2.0 +21.5 14 23823.2 +21.7 12 lo2 5 \ \ \ 222 " " 14" +21.8 avL " ' 10 10 +21.4 10 X22.2 +21.5 + +22 3 I4" ' 14 \ \ 2.2 I6"? IO" r% \ +21.4 IRC FD. G,.p LB FD. IRC � r 0.27' FD.+21.7+21.7 12 I °'�� +2L5 �" \ 10" +22.3 4 +22. +204 ^ I2" . 2•+21.T 2 n 14 23 t n I 53 - .... d�J 2O" �Vt , l O S% 12" 15° 12" c1i 12" 20" +21.5#12-t \�' 2.0 6" +21.9 +21.2 12" 12 \� 12" / I 224 +21.6 +21.7 �) 12" 20" 20° +21.9 I " CP / i E=423.6 ^, 2 .4 W 2 f/ +22.3 12" O I �I ASPHALT �/° +23.2 I PAVEMENT �� �L + /0 204200 12 / +22.1 / �jf c\� oRp +20.6 r I Z I jj �\Tj��j � j j� _ 2L9 +21.9 14° 4'ogo +223 II I I � �LJ1V111�11LU 2 10 IRC FD. �v + .6 +23.4 N I 0.10' FJ157 � v I I I (/����`i� ��jj� .23' SOUTH 2 7 +20.2 6" V +223 � I \lJ/�1.�C1tJ1)-111P�i1 ) +21.8 IRC, FD.LB b� n,4 I I +27.5 2.2 VV 2 12/ 2 0- +2 I 2.6 +221 n0 / 27 +21.5 /�12" +21.8 5 +207 \ \ +s- e +22.J u IRC 6ET / \ 223 +21.0 sr� Q=21 38 55 / / I 8" R=68.9 ' �� 1 y ( ,3320 / ( 04 /V / - I G V % +22.4, L-26.0 / +22 0 • 6" � +22.0 'NACAIM 22.7 +22.7 � � � . +23.2 (NOTH4CLV.PEM IRC SET A ` 'Co r LIB 6905 /tee +21. ,n Ul .79 \ to"` G +22.3 +22 WELLw�• /�3 / 22.2 a 6" +21.9 $� IRC FD. +v,l I 13 ''� p l) /'v LB 6905 T 3 3f9� \��a'A-.�� 12 c� +222 / RETENTION lot 1 18" 15 1\ 4 I m \D .18 W 10" 11 21.2 POND 14" 227 +2L6 21.3 'p ( L0 3.f \ IRC SET e\9 / 21.9 +21.8 If % • O 3.3 L$ 6905 /� / �F �G +220 115 J +21.0 \ •[�� l / 2 8 +22. �,i1� I U1V11.1LA= + I / �� 0 111 \ 31 32 3.00 IRC FD. / 22.8 1 19/ii�T 1f�T(('vjj T� TTi'i11C'iiil I T-2 27228' EAST I o +21.6 0 l�i\lfjjl lLL�i�lLalU1L1J1G1VJ SOUTH t ( .2 18" \ +23. k _ +21.3 � I 31 3 0 .89 aQ \ I 22.4 4 (G ON I I ` �> \ 22.5 0 'NAIVDISK FD. 0 OHO/ \\ 22 +21.4 +22.- \ \ I IRC FD- ELEV.- 22.89 2.91 .79 \ 2.5 " OQ4 � 23 t `w' f0 +� �O� \ I 0.30 FAST 36 P8 N \ _ I O 99 '\\ 0 +22 \ \ WEA WALE' � \ 20' DRAINAGE/UTILITY FASEMEN Q \ / 3-16" 2-15" \ _>__ �G IRC FD. /� 6., \ • OD \ IRC FD- 226� 20" LB ba 10 �\ L 5 0.08' EAST 36" R.G. IOp\ 3��2313 .15 �� 0.21' NORTH INV. -18.3 \ � " I +21.5 T�lorth \ J I \ \ SURFACE INLET 4 a t6" +22.3 I6" +21.9 \ 3l 36 TOP -22.97 1t�\� \ 3.17 23.4 \ BOTTOM ELEV.-15.21 140 l 2 /\/� 36" RCP SOUTH, INV. -18.71 Z1� 1 v e //II 36" RCF NORTHWEST INV.=18.75 _ I (OCCUPIED) 3.58349 142;2 11 ` `\` 213" +27.4 SING. p SINGLE 24 +22.5 3-l0" +220 i RESILY 0 DENCE , Legal Description: (Prepared by Surveyor) _ NAIVDISK F . 30 •47 3 ce SINGLE FLEW= 23.49 30 C S " FAMILY V+21.9 �5 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 131 aro l( 15 y a.. RESIDENCE -a' I IRS D. TOWNSHIP 31 SOUTH, RANGE 38 EAST, CITY OF SEBASTIAN, INDIAN RIVER \\ 2304 F ��( 30.00 14n t N rs ' 0.40 EAST COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ski a/'�«, 23. �1 131 t4" +223 I COMMENCING AT THE EAST END OF THE NORTHERLY RIGHT OF WAY 286 -1.2290 `\ I\(G 12" LU ry _14" 24.. +22OW OF SOUTH FLEMING STREET AS SHOWN ON THE PLAT OF CHESSER'S GAP �t�1G+T� 23 f7 37 � 14" O I N SUBDIVISION PHASE I, RECdRDED IN PLAT BOOK 13, PAGE 76, OF THE�D��� 1L11✓1U/ 23.13 275 12" % I +21.3 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; 2339 1 n �• 1 0 - 5k5' C.B.5. THENCE N82'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY 128.59 �%A(��� (!} ( 302 IRS D- 1o" 15" smoke nye 23.33 0.13 EAST v 30■ -I FEET, TO THE POINT OF BEGINNING; !� \ .27 7 l2" 0.1 NORTH P 20"P\ ' ( IAT 3 . " \S +22.1 (OCCUPIED) THENCE CONTINUE N82 42 25 W, ALONG SAID NORTHERLY RIGHT OF WAY, Q (�i \ x'"•41 IRC FD. 24' HEADWALL Q 34.29 FEET, TO A POINT OF CURVATURE; 3 .44 a d e 2t 5 "�4" w/2 54'RCP z THENCE WESTERLY ALONG SAID NORTHERLY RIGHT OF WAY, ALONG p \ 32s /Q 15001 1 LB 6� 12" INv.=15.3 THE ARC OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF d'' to \ 312 s3 �© 00 IRC FD- J OAK TOP WALL -20.62 I n 600.00 FEET AND A DELTA ANGLE OF 11'00'00" 115.Iq FEET; �. ��������j�\j�j�( �, 13 0 CLUSTER o " ' �V i V J1 14.sC ll� \ -1 / �N82' I N 1256533.2608 THENCE N71'42 25 W, ALONG SAID NORTHERLY RIGHT OF WAY, 530.00 - 3sa +r�3.•41 �l 42 25 "W � E 824214.343 FEET, TO A POINT OF CURVATURE; (��(�",� \ NAIL/DI 90 _ IRC F D. �8 IRC FD. THENCE NORTHWESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY, ELEV.- 22A2 3.63 ALONG THE ARC OF A CURVE, CONCAVE TO THE --NORTHWEST, HAVING A \ RADIUS OF 700.00 FEET AND A DELTA ANGLE OF 20'00'0081 244.35 FEET; 84 THENCE N51'42'25"W ALONG SAID NORTHERLY RIGHT OF WAY 11.29 \ - �\ +23 z3��as7 _ NAIVDISK FD. FEET= ' ' GRAPHIC SCALE ELEV.= 23.77 THENCE LEAVING SAID NORTHERLY RIGHT OF WAY, N37'10'14"E, 164.84 FEET, TO A POINT OF CURVATURE; so 0 30 Bo 120 240 �_ 7„ ---� THENCE NORTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 68.99 FEET AND A DELTA ANGLE OF 21'38'55"1 26.07 FEET; THENCE N51'42'25"W, 434.42 FEET, TO A POINT ON THE SOUTHEAST LINE OF LOT 1, CHE55ER'5 GAP SUBDIVISION PHASE I, AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE ALONG SAID SOUTHEAST LOT LINE, N38'17'35"E, 237.01 FEET, TO A POINT OF CURVATURE; THENCE LEAVING SAID SOUTHEAST LOT LINE, NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 65.00 FEET AND A DELTA ANGLE OF 32"20'33", 36.69 FEET, TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 90.00 FEET, AND A DELTA ANGLE OF 2708'061, 42.62 FEET, TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 40.00 FEET AND A DELTA ANGLE OF 47'09'33", 32.92 FEET; THENCE S8q-20'24'E, 36.88 FEET? THENCE 553'08'068E 54.63 FEET, TO A POINT ON THE ARC OF A CURVE, SAID POINT LYING N12'51�34" FROM THE RADIUS POINT OF SAID CURVE; THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 75.00 FEET AND A DELTA ANGLE OF 24'50153111 32.53 FEET; THENCE 578'00'41"E, 23.4q FEET, TO A POINT ON THE ARC OF A CURVE, SAID POINT LYING N50'58'32"W, FROM THE RADIUS POINT OF SAID CURVE; THENCE NORTHERLY, EASTERLY, AND SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 55.00 FEET AND A DELTA ANGLE OF 125'09'14"1 120.14 FEET, TO A POINT ON THE ARC OF A CURVE, SAID POINT LYING NI5.49'21"W FROM THE RADIUS POINT OF SAID CURVE; THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 178.34 FEET AND A DELTA ANGLE OF 1709'21", 53.40 FEET; THENCE 588'40'010E, 56.02 FEET, TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE OF 34'06'39", 11.91 FEET, TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 80.00 FEET AND A DELTA ANGLE OF 68.13'18"1 95.26 FEET, TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO T14E SOUTHEAST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE OF 34'06'30", Ii.gl FEET; THENCE 588'40'01"E, 39.42 FEET, TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 248.67 FEET, AND A DELTA ANGLE OF 37'38140", 163.38 FEET; THENCE S50'55'05'E, 182.22 FEET, TO A POINT OF CURVATURE; THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 181.00 FEET AND A DELTA ANGLE OF 68'5515501 217.76 FEET; THENCE 518'00'50"W, 172.09 FEET, TO A POINT OF CURVATURE; THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 174.50 FEET AND A DELTA ANGLE OF 5q'55'24"1 182.513 FEET, TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 210.50 FEET AND A DELTA ANGLE OF 58`27157"1 214.80 FEET; THENCE 516033123"W, 20.17 FEET, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 15.78 ACRES, AND IS SUBJECT TO RESERVATIONS, RESTRICTIONS AND EASEMENTS OF RECORD. PLAT OF SURVEY FOR: I al Report of Survey- N82°42'25"W * TYPE OF SURVEY: BOUNDARY TOPOGRAPHIC * T1415 SURVEY PEf tFORMED BY: HOUSTON, 504 LKE, BITTLE STODDARD, INC. L.B. #6905 1717 INDIAN RIVEER BLVD., SUITE 202 C VERO BEACH, f LORIDA 32q W * PROFESSIONAL 51. RVEYOR * MAPPER IN RESPONSIBLE CHARGE: STUART A. WOL STON, P.L.S. #4490 * THE EXPECTED USE OF THE LAND, A5 CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAG) 15 SUBURBAN. THE MINIMUM RELATIVE ACCU GY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 71500. T14E ME45UREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEJ-75 ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61Gt7-6, FAG. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 3/27/06 * THE BEARING BASE FOR THIS SURVEY IS: GRID NORTH - N71'42'25"W, ALONG THE NORTH RIGHT OF WAY OF SOUTH FLEMING ST. * T14I5 SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND I ROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWq. ® * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WEERE SUPPLIED TO T14I5 SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINIa OR GUARANTEE 15 EXPRESSED OR IMPLIED. * UNLESS A COMPA ISDN 15 SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. B.M. * LEGAL DE5CRIPTIN PREPARED BY THIS OFFICE. * UNLESS OTHERWI E INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF ND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' PER FLOOD INSUFANCE RATE MAP #1206100078 E, DATED MAY 4th., 1980 * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1020. THE BENCHMARKS ARE AS SHOWN. Ga P/ L,LC1ff PROFESSIONAL LAND SURVEYORS & MAPPERS CERTIFICATE OFAUTHOMTION: LB 6905 17171NDIANRIVER BLVD. - SUITE 202 C VERO BEACH. FL. 32960 2 41141C PH . (772) 794 -1213 FAX: (772) 794 -1096 1 4/12/c E-MAIL :1b690S@bellsouth.aet ND. DATE REVISIONS REVISE BOUNDARY & LEGAL S.A.H. REVISE CERTIFICATIONS S.A.H. DESCRIPTION BY T-1 = N82°42'25"W 34.29' T-2 = N51°42'25"W 11.29' T-3 = 589°20'24"E 36.88' T-4 = 578°00'41 "E 23.49' T-5 = 516°3323"W 29.17' Certified To: 1) Chesser's Gap L.L.C., a Florida Limited Liability Company 2) Dill t Evans, P.L. 3) AttorneysTitle Insurance Fund Inc. 4) Cohen, Norris, Scherer, Weinberger 4 Wolmer 5) Colonial Bank, N.A. - Legend 4 Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR (�- - GUY WIRE PSM - PROFESSIONAL SURVEYOR* MAPPER WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE C• - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH ' - LIGHT POST A - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT V - HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING QS - SANITARY MANHOLE C - PERMANENT CONTROL POINT (PGP) ® - SANITARY SERVICE O - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK O - IRON PIPE (IP) QD - DRAINAGE MANHOLE OO - IRON ROD 4 CAP (IRC) EJ - CURB INLET 0 - CONCRETE MONUMENT (CM) p - SURFACE INLET FD - FOUND I! - MITERED END SECTION (M) - MEASURED ===> - CONCEPTUAL DRAINAGE F.F. - FINISH FLOOR --= - STREET SIGN OHU - OVERHEAD UTILITIES - PINE W/DIAMETER - OAK W/DIAMETER - PALM (UNDIMENSIONED) - PECAN W/DIAMETER TYPE: BOUNDARY & TOPOGRAPHIC PROJECT# 04-233 DA TE: 4/08/06 F. B. PG. - D/GI TAL/FOLDE DRA WN BY.• S.A.H. CHECKED BY. P.R.B. SCALE. 1 "=60' SHEET- 1 of 1 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. CI`861�G STUART A. HOUSTON, I; P. L. S.,�4490