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HomeMy WebLinkAbout2008 - (#11) Boundary & Topographic Surveyi \ 623.00 \ THIS SURVEY IS CERTIFIED TO: 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. \ 2) CITY OF SEBASTIAN -yam 631+00 \ . oITIONS N \ � LINE GO SEAWALL SNORE 1000 RAP \ 630+00 \ EXISTING FOR 10% RIP \ ` 90/ NATL�RAL rn L rn \ 62q+()0 \ \ 0 \ r DOCK \ \ "\ moo 565.30 ®L�p' O O Iy Zvi , ORAR�f sup . O 100.11 0 CD A ti PFO�POOD / 37 / � 0 r 56730 21 "W 8.00' / 2 3y 6 ►° O O R/W ELEV. =0.55 5.77 r � - 666 O O SET IRC 80• / LB# 6905 5 SET IRC SEBASTIAN YACHT LB# 6905 ' \ CLUB 566-19 �.36R'EASTDION OD PARCEL 'z. ooaaa 80 FD IRC 56 P.O.O. A z N.E. CORNER, BLOCK 2 LB# 225 EDGEWATER PARK, SUBDIVISION r PLAT BOOK, 1 PAGE, 23 INDIAN RIVER COUNTY, FLORIDA, AND AS SHOWN ON A ROUTE SURVEY \ o- HEAP O0 i PREPARED FOR THE CITY OF SEBASTIAN BENCHMARK OaNG " 210 BY MASTELLER, MOLER, & REED, INC. IDE 5 W (SEE REPORT OF SURVEY) ` 626+00 \ #FD 5 9 9C&G. DISK 1 3' 66.2$ 3 N 1264385.1053 \ ELEV.=5,20' S E 829017,8033 \ \ LEGAL DESCRIPTION: A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 3 EAST C TY OF SEBASTIAN INDIAN RIVER CO NTY FLORIDA MORE PARTICULARLY DESCRIBED AS / S23 4752 E ' N24 36 08 "W 12,15' \ X �6 j � 3a,�� E ° �6 N25 �7s29 w MAP ESTABLISHED OF SEBASTIAN / / 0653 6 � .38,42°+N t5 s657 30'53"W \ �N / H / PLAT BOOK 5, PAGE 28, INDIAN / / 65 RIVER COUNTY, FLORIDA RECORDS / ( 5 ��P`N�\N� /--'' O \ /O slip #2 ` .� O O 588 + 625+00 -' / PARCEL # / U 1.12' 7 \ 00000 / v 6° P.O.B. 2$ 35 N 1264456.24 Q < / \ N66 E 829305.1659 N- FD 1" IRON PIPE 5.31' EAST \ \ COrIO, NE N252226"W 7.89' o_ LINE a � P/EASAiIL 1,3' �IaE MEAN HIGH WA 7ER LINE -0.23' t a4,t N6346 05 E 9,00' / / O O 766' 0 RAMP < �;, / 7�•9 65. h ° O O O 5.25 / O O�M41 0, 25' N O O G SOU 6�& 5.27 O 0 0 -0.23 - O �o�,� r /ram 9 I , UI FOLLOWS: �i FD IRON ROD 0.69' EAST PARCEL # 00000 COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED F 70 IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. THENCE RUN N 68°19'15" E, A DISTANCE OF 5 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB THENCE LEAVING SAID RIGHT OF WAY, RUN N 66°2815" E A \ DISTANCE OF 210,00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, THENCE RUN S25°22'25"E, 46.92 FEET TO THE POINT OF BEGINNING, \ THENCE RUN N65°3V56"E, 191.55 FEET; THENCE RUN N65°38'43"E, 157.03 FEET; THENCE RUN N24°36'08"W, 12,15 FEET; THENCE RUN N64°30'32"E, 11.66 FEET; THENCE RUN S23°47'52"E, 32.14 FEET; THENCE RUN \ 625+.00 S65°13'53"W, 11.10 FEET; THENCE RUN N25°27'29"W, 11.95 FEET; THENCE RUN S65°38'42"W, 156.66 FEET; \ t_ THENCE RUN S65°30'50"W, 81.75 FEET; THENCE RUN S34°41'10"W, 69.12 FEET; THENCE RUN S67°30'21"W, Z 8.00 FEET TO A POINT ON THE END OF A CONCRETE BOAT RAMP, THENCE RUN S23°17'19"E, ALONG THE \ rn END OF SAID CONCRETE BOAT RAMP, 31.93 FEET; THENCE LEAVING SAID CONCRETE BOAT RAMP RUN \ \ NW46'05"E, 9.00 FEET; THENCE RUN S22°41'14"E, 7,66 FEET; THENCE RUN S65°04'50"W, 49.61 FEET TO A 01 POINT ON SAID ESTABLISHED BULKHEAD LINE; THENCE RUN N25°22'26"W ALONG SAID ESTABLISHED r 13 BULKHEAD LINE, 46.48 FEET; THENCE LEAVING SAID BULKHEAD LINE RUN N65°20'29"E, 51.87 FEET; THENCE Z RUN N35°01'05"E, 55.55 FEET; THENCE RUN S65°30'50"W, 100.17 FEET TO A POINT ON THE SAID BULKHEAD m LINE; THENCE RUN N25°22'26"W ALONG SAID BULKHEAD LINE 7.89 FEET TO THE POINT OF BEGINNING. \ /1 SAID PARCEL CONTAINS 5,495 SQ.FT. (0.13 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, \ \ RESTRICTIONS, AND EASEMENTS OF RECORD. \ Legend 4 Abbrevlations: (symbols not sca leable for size) \ 624+0G PLS - PROFESSIONAL LAND SURVEYOR E- GUY WIRE \ \ PSM - PROFESSIONAL SURVEYOR & MAPPER `T - 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 ® - HYDRANT \ B/C - BACK OF CURB lxl GATE VALVE \ B.M. - BENCHMARK BQ - IRRIGATION VALVE \ POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING 49 - SANITARY MANHOLE \ o - PERMANENT CONTROL POINT (PCP) - SANITARY SERVICE - PERMANENT REFERENCE MONUMENT (PRM) - SEPTIC TANK Q - IRON PIPE (IP) DRAINAGE MANHOLE pe Q - IRON ROD & CAP (IRC) CURB INLET \ \ 623,00 17 - CONCRETE MONUMENT (CM) ® - SURFACE INLET FD - FOUND ® - MITERED END SECTION \ (M) - MEASURED - CONCEPTUAL DRAINAGE \ F.F. - FINISH FLOOR -v- - STREET SIGN x 5.23 - ELEVATION AT TOP OF BULKHEAD \ -0.25' - ELEVATION AT BOTTOM OF BULKHEAD O O 00 O O WALI' cQNC. NEAP/ WIDE .99 1.� i CONDITIONS L �° RELINE oSEA�AL (STING SHOP 10o RIP -RAP Ex L, 50% a 50 % NAT�RA 0 10' MANGROVE CLUSTER m k> c� O 12 X2.7' CA TWALK (TYP.) O WOOD PILING (TM.) Report of Survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY • THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717-INDIAN RIVER BLV'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. "' ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 1211/08 • THIS IS A FIELD SURVEY GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) I inch = 40 ft * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25°22'26"W, ALONG THE EST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88,78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901, * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC. PROJECT NUMBER 933984, DATED 2/15/93. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTLITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. " NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th., 1999, • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' WA08.054-SUB. LAND t08-054.DWG. 12/9/2008 2:30:30 PM, E.J.H. r 623.00 \ THIS SURVEY IS CERTIFIED T0; 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. VICINITY MAP / \ 2) CITY OF SEBASTIAN \ 631+00 \ "F E \� oNPOONS L \ \` ELINE P SEA�AL \ \ \ iSTiNG 50013 FOR 1000 RIP,RA 630+°° \ ; \ EX � o \ NATURAL, \ ` 905 r \ z _ � r Z. 62q+00 \ r \ r \ ` 61 / J s 91 U- / SITE: \ / / � REsoENnu (N.t To S-1.) ouNKw S $EaesnAN \ \ g5 _5 siz o0N"T5 Q cSRF-E ZC UUS 7 yy -L . ` ,MEM1E G 6ANK 5REAKFAST G O /6y.� e� STAnON GF- '(REtiS 'P /' CIN oDV� 5 G \ `A� EA Z HESS l\ � �� .• SERVICE O CITY OF a ASn AN \ .s. RIVEItS10E PAF.N Ile RCPp \ iF.�1.5t1,F,RE \ NIP 7A 54 ' E 11.68' ,i00P� \ / 10 00 \ / S234752 E \ N24 :36'08 "W 12.15' / 1o•aa f�� °26'35"B 31/ / N 15,•05, f2 66 N25 27\�9 W 55 \ \ NJ IE PER1S657J53"W \ FIAN 5,38 42W 11.10' / / N O CORDS 0 0 /� \ �•/0 \ 0 0 56"E 191.55 5081•,5 � //0 \ N65 3° s55'3° '� 10,x25) kl/ 0 �y SOP ,/ SOPS (.N� G��si ,' / \ 00 h ,tM?ORPR GV �O 1$ P / / O IV h ' S� 35 E P.O.B. 1® 4B56.24 1 °° of 5, WIDE �pCJ S� �� -� 0 00 2 E 829305.1659 - °' ,30,50"W �h 5E000GK �' QJ FD 1" IRON PIPE \r EAOwALL I To sy5.5h -S� PR W00D 5.31' EAST r \ GONG, H N2522261W 7,69' o_ 51 87' ', 5 , 0 O 0 LINE / OD1''(EASTIL 13 WIRE MEAN HIGH WATER LINE N55,20'29NE y5673021"W800' /552 35"�3I 0 0 EL EV• = 0.55 5 77 <� w s 0 0 SET IRC 8% LB# 6905 SET IRC N6819'' \ SEBASTIAN YACHT L8# 6905 ^ \ CLUB r.1.�j.68•� 91 s 6D6RON E S ROD P00000 # r 80 7 Vq 8.19�5r P.O.C. FDIRC N.E. CORNER, BLOCK2 EDGEWATER PARK, SUBDLB# 225 IVISION \ J PLAT BOOK, 1 PAGE, 23 LL INDIAN RIVER COUNTY, FLORIDA, WA AND AS SHOWN ON A ROUTE SURVEY r o- HEAP PREPARED FOR THE CITY OF SEBASTIAN BENCHMARK E GOHG' „� 210 BY MASTELLER, MOLER, & REED, INC. \ 626+0o FD U.S.C&G, DISK 3' WO 8�35 (SEE REPORT OF SURVEY) \ #5-1969 1 66°2 N 1264385,1053 \ ELEV.=5.20' S E 829017.8033 LEGAL DESCRIPTION: /f A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE D AS —0 23' s 144' `„� N6,346 05'E 9.00' / 0 0 Z1� �•---S224t'14 E 12 <, G1ONC. 6(7hT p', 1� 49 0 RAMP L� , �. ° / O 19• , 4 / 0 5 0 76 5.25 / 0 &G Q`g� 0.25' 0 0 9 / G F� 65.27 qa ti-�g —0,23' 0 0 39 EAST, CITE OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBE FD IRON ROD PARCEL # FOLLOWS: �i 0.69' EAST 00000 COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED 70 IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA, THENCE RUN N 68°19'15" E, A DISTANCE OF 5 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB THENCE LEAVING SAID RIGHT OF WAY, RUN N 66°28'35" E A \ DISTANCE OF 210.00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE - \ \ CITY OF SEBASTIAN, RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, THENCE RUN S25°22'26"E, 46.92 FEET TO THE POINT OF BEGINNING. 11\ THENCE RUN N65°30'56"E, 191.55 FEET; THENCE RUN N65°38'43"E, 157.03 FEET; THENCE RUN N24°36'08"W, 625+.00 12.15 FEET; THENCE RUN N64°30'32"E, 11.66 FEET; THENCE RUN S23°47'52"E, 32.14 FEET; THENCE RUN / _ S65°13'53"W, 11.10 FEET; THENCE RUN N25°27'29"W, 11.95 FEET; THENCE RUN S65°38'42"W, 156,66 FEET; THENCE RUN S65°30'50"W, 81.75 FEET; THENCE RUN S34°41'10"W, 69.12 FEET; THENCE RUN S67°30'21"W, 8.00 FEET TO A POINT ON THE END OF A CONCRETE BOAT RAMP, THENCE RUN S23-17-19"E, ALONG THE \ END OF SAID CONCRETE BOAT RAMP, 31.93 FEET; THENCE LEAVING SAID CONCRETE BOAT RAMP RUN \ � \ N63°46'05"E, 9.00 FEET; THENCE RUN S22°41'14"E, 7,66 FEET; THENCE RUN S65°04'50"W, 49.61 FEET TO A �� s POINT ON SAID ESTABLISHED BULKHEAD LINE; THENCE RUN N25°22'26"W ALONG SAID ESTABLISHED C 13 BULKHEAD LINE, 46.48 FEET; THENCE LEAVING SAID BULKHEAD LINE RUN N65°20'29"E, 51.87 FEET; THENCE 2 RUN N35°01'05"E, 55.65 FEET; THENCE RUN S65°30'50"W, 100.17 FEET TO A POINT ON THE SAID BULKHEAD cr LINE; THENCE RUN N25'22'26"W ALONG SAID BULKHEAD LINE 7.89 FEET TO THE POINT OF BEGINNING. \ s r \ ( SAID PARCEL CONTAINS 5,495 SQ.FT, (0.13 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, RESTRICTIONS, AND EASEMENTS OF RECORD. \ 624+°° Lec,�erld 4bbreviatinns: Csymbols n®t scaleable for size) \ PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE r \ PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE \ it, - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE - WELL \ E/P - EDGE OF PAVEMENT - HYDRANT \ B/C - BACK OF CURB - GATE VALVE \ B.M. - BENCHMARK - IRRIGATION VALVE \ POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING US - SANITARY MANHOLE \ o - PERMANENT CONTROL POINT (PCP) 0 - SANITARY SERVICE 0 - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK 0 - IRON PIPE (IP) - DRAINAGE MANHOLE Q - IRON ROD & CAP (IRC) - CURB INLET \ r 623+00 0 - CONCRETE MONUMENT (CM) - SURFACE INLET FD - FOUND ® MITERED END SECTION \ (M) - MEASURED - CONCEPTUAL DRAINAGE \ F.F. - FINISH FLOOR --o— - STREET SIGN x 5.23 - ELEVATION AT TOP OF BULKHEAD \ —0.25' - ELEVATION AT BOTTOM OF BULKHEAD \ \ 0 0 00 0 k 0 WADI' HEAD/ GONG. , WIDE 4.99 1,3 oNOITI�NS o LINE c' SEA�p,LL SNOBE1000 AP EXISTING FORSo% RIP>R o NATURAL, V 00% 10' MANGROVE CLUSTER o c� 0 12'X2, 7' CA TWALK (TYP.) 0 WOOD PILING (TYP•) Report of Survey: * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717-INDIAN RIVER BLV'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500, THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 12/1/08 * THIS IS A FIELD SURVEY GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft, * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88478-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901, * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC. PROJECT NUMBER 933984, DATED 2/15/93, * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th., 1999, * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' WA08-054_SUB. LAND\08-054.owc, 12/9/2008 2:30:30 PM, E.J,H. THIS SURVEY IS CERTIFIED TO: \ 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. VICINITY MAP / 2) CITY OF SEBASTIAN 631 rc70 \ ONoI,�I�Ns � , SEPAL \ \ \ • SNO R l66lRAP \ 630+°0 \ \ EXIS1 iN F �% pip" �, \ NATURAL' \ � 90I m m o \ � �00 DOCK OF \.- � a, / �' O \ 5 00,461 ® O \ 6z�+oo1. \ r ' PARCEL # / u, 5.8 8 I y i 541� -� ARY $uP ©�.``' \ 00000 0� \'ILI �MpOR � 0 N'3 P / �' Q 60 "E 2� ��' / g'n vA 100 011 2 i ' \ +2S5 NN 12 4B456.24 �, 10 h� a�� 5a �D 5 �OGJ / -� O / i N 66 E 829305,1659- S Q yo' `� Ati0 gti4 PROPo5EDD00K \ 3 ID FD 1" IRON PIPE \� -/ EAp�AI.L I -�- Ism 565,30 6 �,- �•yh kp, � / s 5.31' EAST \ \ ON0 N N2572`26"W 7.89` $ 51 8'' y� / 5 , O Q Q Q i FD P/K NAIL WIDE G MEAN HIGH WATER LINE 0'29'E S67 J0'21 "W 8.00' /3y41310. Q Q INE 0.71' EAST 1.3 N6y'2 RI L ELEV.=0.55' 5.77 �• 4, /-'� s Q Q -a 23' A. N63 46 05 E 9. 00' / O O SET IRC N �✓ Q Q q., ✓ „E + �r oo LB# 6905 2•��;Z;13 t "'e,' �-.---s224r'f4"E Q Q SEBASTIAN YACHT 0000.�' 8QA'r 01 y jb', h9• .'' O RAMP Q SET IRC N s CLUB 4,9 h 0 / O LB# 6905 s FD IRON ROD \ PARCEL'76' 5,25 .� Q O 6.36' EAST -z 00000 0.25' Q e O 51a v5G 5.27 M O -0.23' a- Q O ' 68 P.O.C. \ -\ o��1 Q FD IRC �/ N.E. CORNER, BLOCK 2 'N LB# 225 /" EDGEWATER PARK SUBDIVISION r 0Va1����('� . - PLAT BOOK, 1 PAGE, 23 N� o LL 1 • NO INDIAN RIVER COUNTY, FLORIDA. �J o EAD�IA 0 AND AS SHOWN ON A ROUTE SURVEY cs�\ o c, N 0.0 BY M SPREPATEDL EOR, MOLER, & REEDBNGTIAN ` - BENCHMARK SIDE c0N 5"Vd 2 \ FD (SEE REPORT OF SURVEY) 626+°0 #5 U.S.C&G. DISK 1,3 ZS N 1264385.1053 \ \ ELEV•5.20' 566. E 829017,8033 \ 0 \ \\ O Q Q LEGAL DESCRIPTION: A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE / \ .'� \ ® Q 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS� FD IRON ROD PARCEL # \ FOLLOWS: / 0.69' EAST 00000 \ COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED T 70 \ IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. THENCE RUN N 68-19'15" E, A DISTANCE OF 5 \ 80.17 FEET TO A POINT UN THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB THENCE LEAVING SAID RIGHT OF WAY, RUN N 66*28,351, E A \ DISTANCE OF 210.00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, THENCE RUN S25°22'26"E, 46.92 FEET TO THE POINT OF BEGINNING. \ THENCE RUN N65°30'56"E, 191.55 FEET; THENCE RUN N65°38'43"E, 157.03 FEET; THENCE RUN N24°36'08"W, 12.15 FEET; THENCE RUN N64'30'32"E, 11.68 FEET; THENCE RUN S23°47'52"E, 32.14 FEET; THENCE RUN \ 625+.00 S65-13'53"W, 11.10 FEET; THENCE RUN N25927'29"W, 11.95 FEET; THENCE RIJN S65°38'42"W, 156,66 FEET; THENCE RUN S65°30'50"1N, 81.75 FEET; THENCE RUN S34°41'10"W, 69.12 FEET; THENCE RUN S67°30'21"W, Z 8.00 FEET TO A POINT ON THE END OF A CONCRETE BOAT RAMP, THENCE RUN S23°17'1VIE, ALONG THE \ m END OF SAID CONCRETE BOAT RAMP, 31.93 FEET; THENCE LEAVING SAID CONCRETE BOAT RAMP RUN CP \ N63°46'05"E, 9.00 FEET; THENCE RUN S22°41'14"E, 7,66 FEET; THENCE RUN S65°04'50"W, 49.61 FEET TO A 01 13 t POINT ON SAID ESTABLISHED BULKHEAD LINE; THENCE RUN N25°22'26"W ALONG SAID ESTABLISHED C13 BULKHEAD LINE, 46.48 FEET; THENCE LEAVING SAID BULKHEAD LINE RUN N65°20'29"E, 51,87 FEET; THENCE Z RUN N36-01'05"E, 55.55 FEET; THENCE RUN S65°30'50"W, 100.17 FEET TO A POINT ON THE SAID BULKHEAD rn LINE; THENCE RUN N25°22'26"W ALONG SAID BULKHEAD LINE 7.89 FEET TO THE POINT OF BEGINNING. \ (( SAID PARCEL CONTAINS 5,495 SQ.FT. (0.13 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, \ \ RESTRICTIONS, AND EASEMENTS OF RECORD. \ { ,s Legend 4 Abbreviations: (symbols not scaleable for size) \\ 624+oc PLS - PROFESSIONAL LAND SURVEYOR E— - 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 IN - DELTA ANGLE - WELL \ E/P - EDGE OF PAVEMENT - HYDRANT \ B/C - BACK OF CURB - GATE VALVE \ B.M. - BENCHMARK - IRRIGATION VALVE \ POC - POINT OF COMMENCEMENT 2D - WATER METER POB - POINT OF BEGINNING Q - SANITARY MANHOLE \ 0 - PERMANENT CONTROL POINT (PCP) ® - SANITARY SERVICE` 91 - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK O - IRON PIPE (IP) DRAINAGE MANHOLE Q - IRON ROD & CAP (IRC) CURB INLET \ Ill - CONCRETE MONUMENT (CM) ® - SURFACE INLETFID 623 00 (M - FOUND - MITERED END SECTION (M) - MEASURED ® - CONCEPTUAL DRAINAGE \ \ F.F. - FINISH FLOOR -o- - STREET SIGN x 5,23 - ELEVATION AT TOP OF BULKHEAD \ -0.25' - ELEVATION AT BOTTOM OF BULKHEAD SITE: / � RE5IDENTAL \ (Nat To Scale) D",NK"' S SEBASTIAN 95 5I2 DDA"TS SSRcc C YACHT ✓SO�pO w�c5 G�E��F pp Btu& rZ 2 BANK 6REAKFP51'S' ?$ N `gyp O STATION s 5i. Gp0U0GE � \ .c CITY \ PARHING PAR w 9 2 HEU AREA PARK `i. SEWEE < .e S-ATIQN 0 n \\ \ j CITY R SEBASTIAN RIVEI,5IDE PARH 1 ROPO EpSt - A 64 ;"E 11, 68' � i�GOPS ,,. 0 0.00 -1 ✓ \ �. S23475zE 32.14' . N24 J6'08"W 12.15' 1 ., N86°283/ / ,h3"E 1y' N252729 W ', / N6y3$ � t66 66 11.95' S657353"W E PER /.- 8,420 AN //® \ Nv\ I / pWALt. E C0N0 MEA WIO .99 ONpI,�I�NS F ° RELINE G SEA�A�� RP ISTING FOR RIP SO � 1000 ` A Ex 50% a NATURE 50 T 10' MANGROVE CLUSTER Q 12 X2, 7' CA TWALK (TYP.) O WOOD PILING (TYP.) 00 7 Report of Survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY " THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. # 6905 1717-INDIAN RIVER BLV'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500• THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 12/1108 • THIS IS A FIELD SURVEY GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25°22'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901, * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC. PROJECT NUMBER 933984, DATED 2/15/93. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN, * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th., 1999• * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' WA08.054_SUS, LAND\08-054,DWG, 12/9/2008 2:30:30 PM, E.J.H. \ r \ 623.00 \ \ \ oc'-ll THIS SURVEY IS CERTIFIED TO: �` \ 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. VICINITY MAP / \ 2) CITY OF SEBASTIAN 1=77 \ \ 63�+00 \ N01TION5 e \ INE GO \ \ G \ 5HOR�R 1000 RAP 5 630+00 \ \ EXISTIN FO 05 Rip' \ NATURAL., \ z m •L i F \ 62a+00 \ �z r 000 DOCK P.O. siN126, \ E 8294 \ s \ 628+00 \ r PARCEL # 00000 e \ 35 A / r 66�8 N / D1" IRON PIPE 31' EAST 5 oNUEA LINE F0 0.ID //E NAIL 1 3 WIDE G ELE V. - R>l C\ s a SET IRC- 1.�". . , . . . . . . . . . . . . . / O 1 + 00' LB# 6905 7� 12.13\ . 1 . . . . . , �3, . . . , . . . , 11 SEBASTIAN YACHT CovC. eOAT`t ta' ��' /'� p O\ SET IRC NO '` \ CLUB RAMPS 96, a02, �/ SLIPS? O ej LB# 6905 ^ \ 5 0 �\�����p1 1 ® 6D36' EAST IRON ROD PARCEL # �, �5 5.25 . - 0 O (N 0 00000 05.27 2 .J® ' o_ SIPS) 0 '�" vr�' �- PME O.C. CORNER, BLOCK 2 WALL , EDGEWATER PARK, SUBDIVISION \ NE�O 00 PLAT BOOK, 1 PAGE, 23 IOE CO�C. O INDIAN RIVER COUNTY, FLORIDA. BENCHMARK 2� AND AS SHOWN ON A ROUTE SURVEY \ 626+00 FD U.S.C&G. DISK 1 3' W ti28�3 PREPARED FOR THE CITY OF SEBASTIAN \ #5-1969 BY MASTELLER, MOLER, & REED, INC, \ ELEV.=5.20' S (SEE REPORT OF SURVEY) \ N 1264365,1053 E 829017.8033 \ / �0 0. 9RON OD PARCEL # LEGAL DESCRIPTION: \ ��00000 70 A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 \ 5 SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. MORE \ PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, \ AS RECORDED IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. 1 THENCE RUN N 68'19'15" E, A DISTANCE OF 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY Q OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB \ �4! 625+.00 THENCE LEAVING SAID RIGHT OF WAY, RUN N 66-28-35" E A DISTANCE OF 210.00 FEET, TO A \ r POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, - RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, -� \ SAID POINT BEING THE POINT OF BEGINNING, \ THENCE N 66°28'35" E, A DISTANCE OF 370.57 FEET; r® 01 13 THENCE S 25°22'26" E, A DISTANCE OF 150.00 FEET; THENCE S 66°28'35" W, A DISTANCE OF 370.57 FEET, TO A POINT ON SAID ESTABLISHED c� BULKHEAD LINE; THENCE N 25°22'26" W, ALONG SAID ESTABLISHED BULKHEAD LINE, A DISTANCE OF 150.00 \ \ FEET, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 55,557 SQ.FT. (1.28 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, \ ) RESTRICTIONS, AND EASEMENTS OF RECORD, Legend 4 ,4bbreviations: (symbols not scaleable for size) \ 624+0° PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER WOOD UTILITY POLE \ LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE \ O - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST IN DELTA ANGLE - WELL \ E/P - EDGE OF PAVEMENT o HYDRANT \ B/C BACK OF CURB P4 - GATE VALVE \ B.M. - BENCHMARK B6 - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER \ POB - POINT OF BEGINNING (3) - SANITARY MANHOLE \ 0 - PERMANENT CONTROL POINT (PCP) ® SANITARY SERVICE Ill - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK -° O - IRON PIPE (IP) ® - DRAINAGE MANHOLE O IRON ROD & CAP (IRC) ® - CURB INLET \ 623+00 El - CONCRETE MONUMENT (CM) Ali - SURFACE INLET \ FD - FOUND ® - MITERED END SECTION \ (M) - MEASURED - CONCEPTUAL DRAINAGE \ F.F. - FINISH FLOOR -v- - STREET SIGN N 5.23 - ELEVATION AT TOP OF BULKHEAD \ �0.25' - ELEVATION AT BOTTOM OF BULKHEAD 0 \A WALL GONG �99 �. 1•� � cQN°iTIONS 1, ORE�INE 0' 5E00 RP 15TING 5N 0 A FOR 1 Rip- � Ex RAC 50 50� NATU 1 10' MANGROVE CLUSTER O WOOD PILING (T)P.) 12'X2. 7' CA TWALK (TYR) Q Report of Survey: * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC, L.B. #6905 1717-INDIAN RIVER BLV'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P,L.S, #4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 8/27/08 • THIS IS A FIELD SURVEY GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901, * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC. PROJECT NUMBER 933984, DATED 2/15/93. " THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN, • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION: IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th., 1999, • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929, THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.p5.20' \ \ 623.00 THIS SURVEY IS CERTIFIED TO: \ \ , \ 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. 2) CITY OF SEBASTIAN l 63�+00 \ s� \ \ t DITIONS \ \ SINE CONSEA�A�I. 1000 RAP \ 630+00 \ EXISTING FAR 10% RIP � \ 90% NATURAI. \ m � s Z 'FG m ��F \ 62q+00 o \ \ L F WOOD DOCK VICINITY MAP (Not To Stole) SITE: 0 x1•i .-��NP QQ, i1&os�� i 10. CON' r r � 0 o � o 10.. .... , , \ s8 �66.28,3 ....... ... ......'.'.' /. b / ESTABLISHED BULKHEAD LINE PER ,,./ . . . . . . . . . MAP OF THE CITY OF SEBASTIAN / . . m ` �0 PLAT BOOK 5, PAGE 28, INDIAN ,�' . . . . . . . . . . . . . . . . RIVER COUNTY, FLORIDA RECORDS /. . . . . . . . . . . . . . . . . . . . . . `p P.O.B. \ s N 1264498.5367 \ \ E 829284.8474 s + 628+00 r PARCEL # \ •- 00000- / 60 010.00 / \ s.20 35 N66 D 1" IRON PIPE \�, -' 0WALI- 5.31' EAST \ \ HE /. / . . , . , . . . . . . . , . . . . . . . . , \ Ct pep / O �..,...,. \ R�P� O ............. ...............�� / O O . . . , . . . . . O 6,. . , .. ��P�.I . , , . . . . . . . . . . . . . . . . . , . , . 0 O GK 3�8'2 3 . WOOD 00. ' , .z.. k�' . . POD y o c, ......... ............. /' O N_.......... ... ............... t -• ��........ �..,,...,. ....,.,.. ........' Dye O O OE cON MEAN HIGH WA %ER LINE o , ��'. : . . . . . . .. . . . . . . . . . . . . .�''"'�Vd 37 O FD P/K NAIL WI 5�.. . . . . . , , . . . , , . . J' '3 LINE 0.71'EAST 1.3 ELEV•=0.55 �;. ' / 6o2g O 0 oil' s ® SET IRC 15"E7 o LB# 6905 5g�9i \ SEBASTIAN YACHT �\ SET IRC N \vQ / 5 LB# 6905 \ CLUB G�-���56$'1 � 1 6DfiR AS ROD PARCEL # Z 00000 s \ BO FD IRC S6� LB#225 J P.O.C. UA s N.E. CORNER, BLOCK 2 �m '- EDGEWATER PARK, SUBDIVISION to ca ApWpl O� PLAT BOOK, 1 PAGE, 23 '�' `IOE O�HC NE "� 21 Q Q INDIAN RIVER COUNTY, FLORIDA. z BENCHMARK AND AS SHOWN ON A ROUTE SURVEY \ 626+00 FD U,S.C&G. DISK 1 W 28 35 PREPARED FOR THE CITY OF SEBASTIAN \ \ #5-1969 s��e BY MASTELLER, MOLER, & REED, INC. ELEV.=5,20' (SEE REPORT OF SURVEY) \ J N 1264385,1053 E 829017.8033 \ / FD IRON ROD PARCEL # 00000 LEGAL DESCRIPTION: \� 0.69 EAST 70 A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 ! 5 SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. MORE ! PARTICULARLY DESCRIBED AS FOLLOWS: - \ \ COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. ?p THENCE RUN N 68*19'15" E, A DISTANCE OF 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY \ Q OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB 625+,00 THENCE LEAVING SAID RIGHT OF WAY, RUN N 66°28'35" E A DISTANCE OF 210.00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, m RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, SAID POINT BEING THE POINT OF BEGINNING: Q \ THENCE N 66°28'35" E, A DISTANCE OF 370.57 FEET; 13 THENCE S 25'22'26" E, A DISTANCE OF 150,00 FEET; Z THENCE S 66°28'35" W, A DISTANCE OF 370.57 FEET, TO A POINT ON SAID ESTABLISHED BULKHEAD LINE; \ THENCE N 25°22'26" W, ALONG SAID ESTABLISHED BULKHEAD LINE, A DISTANCE OF 150.00 \ FEET, TO THE POINT OF BEGINNING, SAID PARCEL CONTAINS 55,557 SQ.FT, (1.28 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, \ RESTRICTIONS, AND EASEMENTS OF RECORD. Legenel 4 ,4bbrevfations: (symbols not sca leable for size) \ 624+°o C PLS - PROFESSIONAL LAND SURVEYOR � - GUY WIRE \ PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® TELEPHONE SERVICE \ Q - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® ELECTRIC BOX L - LENGTH LIGHT POST p - DELTAANGLE WELL \ E/P - EDGE OF PAVEMENT • HYDRANT \ B/C - BACK OF CURB - GATE VALVE \ B.M. - BENCHMARK F>6 IRRIGATION VALVE \ POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING Q SANITARY MANHOLE \ 0 - PERMANENT CONTROL POINT (PCP) 0 SANITARY SERVICE - PERMANENT REFERENCE MONUMENT (PRM) ® SEPTIC TANK Q - IRON PIPE (IP) Q r DRAINAGE MANHOLE Q - IRON ROD & CAP (IRC) ED CURB INLET \ \ 623+00 Ill - CONCRETE MONUMENT (CM) ® • SURFACE INLET FD - FOUND MITERED END SECTION \ (M) - MEASURED - CONCEPTUAL DRAINAGE \ F.F. - FINISH FLOOR -e- - STREET SIGN x 5.23 ELEVATION AT TOP OF BULKHEAD \ -0.25' ELEVATION AT BOTTOM OF BULKHEAD CONC. BOA T` 1 10.0' �� . 0 O RAMP g6 5ab2. �� O (NO S�Ifs) O �•7b 5 2S ' ,e'" O Q G&� N V 5. 5.27 m O ��•�9�9 0+ a.23' o- 0 (NO SUPS) 0 N H5000L OON�. WIDE �99 1.� �"' �NDITIpNS 5 o LINE SHORE 1000Ip..FPp S EXISTING F 50% R a NATORAL' 50� 4 10' MANGROVE CLUSTER 0 r � �o 0 101 12'X2, 7' CA TWAL.K (TYP.) O WOOL) PILING (TYP.) 7- Report of survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY • THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717-INDIAN RIVER BLV'D:, SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #�4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500, THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT, • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 8/27/08 k THIS IS A FIELD SURVEY 0 y2r�® -A o 1 0 0 GRAPHIC. SCALE 40 0 20 40 80 160 ( IN FEET ) I inch = 40 ft. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901. * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC. PROJECT NUMBER 933984, DATED 2/15/93. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN, • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN, • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION, IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061C0077 G, DATED JUNE 30th., 1999. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' w R4 (Z o � p g A tn44 d a O t A o �1 b o � q b ts �o ti ' h C A CC C'� 623.00 G31 + 00 o G30+00 6V 62q+00 + 62b-00 0 FD I" IRON PIPE THIS SURVEY IS CERTIFIED TO: 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. 2) CITY OF SEBASTIAN INE o0,ON011IONS A�L HOF 1�'R�p �XJSIING :' FOR 10% PIP ,RA 90% NA VICINITY MAP SITE: �5- k-3 1-00* ................. 310. ;-0, . . . . . . 10.5 .... ... ............ ESTABLISHED BULKHEAD LINE PER -e0*0100-- - - I - - I � I .... I ... I I .. ... .................... A I MAP OF THE CITY OF SEBASTIAN 1?001 . . . . . . . . . . . . . . 0 PLAT BOOK 5, PAGE 28, INDIAN .0-000" - - RIVER COUNTY, FLORIDA RECORDS 00-1. . . . I . . . . . . . . . . P. 0. B. w- " -\ \ \ 'N 1264498.5367 E 829284.8474 PARCEL j 00000 80 11000 6 . N6626 \y � � \ pLl- r 5.31'EAST r. H E,'A I .10- , - - . . . I . . . I - I .. 4e, '-- . . . . . . . . . . . . . . . . . . . . . . . . ......... 'NA 0 0 .................... ....... t�� 0 . . . . . . . . . . . . . . . ................ ...... F1&0 ............ `"` . . . . . . . . . . 0 0............... 0 ............. ................. ............... ....... o ........................ 0! . . . . . . . . . . . . . . . . . 826 0 0 . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . 000 0o'�Q . . . . . . . . . . . . . . . . . . . . . . . . . 0 ............ 0 ............... .............. ........... 0 xn. ..... ......................... ................. ........ ...... r) CON MEAN HIGH WA 7FR LINE ".O.,...r 01 01 . 3' 0 0 FD P/K NAIL E000 35 0.71'EAST 00 026 0 0 E)o I SET IRC 80.1 LB# 6905 + SET IRC N68-1 SEBASTIAN YACHT 6-19 LB# 6905 FDIRON ROD CLUB 6.36' EAST PARCEL # -7- 00000 80 7 FD LB#IRC 225 P.O.C. N,E, CORNER, BLOCK 2 EDGEWATER PARK, SUBDIVISION 0 00 PLAT BOOK, I PAGE, 23 INDIAN RIVER COUNTY, FLORIDA, BENCHMARK AND AS SHOWN ON A ROUTE SURVEY \- WO , , r, 6,26+00 FD U,S.C&G, DISK 1.5' PREPARED FOR THE CITY OF SEBASTIAN #5-1969 ""' 06 BY MASTELLER MOLER &REED INC P r:V =i;')n' �� �56 0 77 . . . . . . D" 0 0 . . . . . . . . . . . . . . . . . . . �1� 0 0 0 0 '12-A j� "000- 0 CONC. BOA I'10 ' - SO. '0 0 RAMP 1-00, 0 9,9 5 Ll 0 2 0. 0 0 0 0 -ll .1969 O.2J' 0 0 (SEE REPORT OF SURVEY) N 1264385,1053 E 829017.8033 0.69'E FIDIRON ROD PARCEL # AST LEGAL DESCRIPTION: 700000 0 A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 5 SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. \ M THENCE RUN N 68'19'15" E, A DISTANCE OF 80,17 FEET TO A POINT ON THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB 625+.00 THENCE LEAVING SAID RIGHT OF WAY, RUN N 66*28'35" E A DISTANCE OF 210.00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, SAID POINT BEING THE POINT OF BEGINNING: Q51 0, THENCE N 66-28-35" E, A DISTANCE OF 370.57 FEET; 13 THENCE S 25'22'26" E, A DISTANCE OF 150.00 FEET; THENCE S 66*28'35" W, A DISTANCE OF 370,57 FEET, TO A POINT ON SAID ESTABLISHED OZ- BULKHEAD LINE; THENCE N 25'22'26" W, ALONG SAID ESTABLISHED BULKHEAD LINE, A DISTANCE OF 150.00 FEET, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 55,557 SQ.FT. (1.28 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, RESTRICTIONS, AND EASEMENTS OF RECORD. Legend 4 Abbreviations, (symbols not scaleable for size) 624+00 PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER Mj - WOOD UTILITY POLE LB . LAND SURVEYING BUSINESS C9 - TELEPHONE SERVICE T, - CENTERLINE CABLE T.V. BOX R . RADIUS ELECTRIC BOX L - LENGTH d LIGHT POST A - DELTA ANGLE WELL E/P - EDGE OF PAVEMENT HYDRANT B/C - BACK OF CURB GATE VALVE B.M. - BENCHMARK IRRIGATION VALVE POC - POINT Or COMMENCEMENT CM WATER METER POB - POINT OF BEGINNING (3) SANITARY MANHOLE 0 - PERMANENT CONTROL POINT (PCP) 0 4 SANITARY SERVICE 91 - PERMANENT REFERENCE MONUMENT (PRM) M SEPTIC TANK 0 - IRON PIPE (IP) (D) DRAINAGE MANHOLE @ - IRON ROD & CAP (IRC) CURB INLET 623+00 Ill - CONCRETE MONUMENT (CM) SURFACE INLET FD - FOUND EK MITERED END SECTION (M) - MEASURED ==> CONCEPTUAL DRAINAGE F.F. - FINISH FLOOR STREET SIGN ELEVATION AT TOP OF BULKHEAD _0.25' ELEVATION AT BOTTOM OF BULKHEAD 0 0 00 0 k 0 OEAOV4ALL' CONC. SNIDE 99 ITION5 COND \14� S�A p5o" 0pip- pA, O 100 TING SHFOR 50% P TUFAI-, L 505 vp 10'MANGROVE CLUSTER P (N 0 0 12',Y2.7' CA rWALK (T)P.) 0 WOOD FILING (7-YP,) Report of Survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY • THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC, L.B. #6905 1717-INDIAN RIVER BLV'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 8/27/08 • THIS IS A FIELD SURVEY I GRAPHIC. SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch -- 40 it. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE, BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901. * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC, PROJECT NUMBER 933984, DATED 2/15/93, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN, • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION, IS UNIDENTIFIED. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8'& VE 9', PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th,, 1999, • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' \ 623.00 \ \ �C, 1-1 THIS SURVEY IS CERTIFIED TO: 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA. VICINITY MAP \ 2) CITY OF SEBASTIAN,. r \ ITIoNS \ \ INE OoNDEP'4ALL \ \ G \ SMOR�R 1000 Rp,P 5 0 IP' 630+00 \ \ �ISTIN F 0% R \ 90% \ z m Z \ 629+d0 g DOCK WOpO P.O. N 126` \ E 829, r � s 62S+oo PARCEL # r 00000 .- �0 210.00 0 ' N 66.2 5D 1 „EAST IRON PIPE \ \ \ r NEAOWALI- s ONE LINE OD 1EASTlL 1 �' WI®� C ELEV s / ®` V 011' "-� ! SET IRC 1',g 3 �.�". . v fJ ( 1 (J �'� 1�"E + 0 LB# 6905 121 0 �3,i'' 0 � -- r SEBASTIAN YACHT CONC. BOAT 10' /' p o N �y SET IRC �6b CLUB RAMPS g6, 1 a02' :,. /' SLIPS) 0 LB# 6905 ® r l 0 (NO �\`t����$"i � 6D6 EAS ROD PARCEL ,� 2 •,i' 0 �6 5,21...., oaoaO o 2 ' , . i BO 0 7 SUS & o -a.27' o 0 P5) 8 Fd' ( Ls#122 S� \ ���® NO 0 WOOL) PILING (TYF?) N.E. CORNER, BLOCK 2 EDGEWATER PARK, SUBDIVISION NEAR 00 PLAT BOOK, 1 PAGE, 23 a- E GDO, 21U. INDIAN RIVER COUNTY, FLORIDA. BENCHMARK AND AS SHOWN ON A ROUTE SURVEY \ 62G+00 FD U,S.C&G. DISKPREPA1.3 CIO a2$'35 BYMASTEDLLER, MOLER, & REED, FOR THE CITY OF INC. \ASTIAN \ ELEV. 5.20' (SEE REPORT OF SURVEY) \ \ 0 0 N 1264365,1053 E 829017.8033 i \ / \ Q 0 \ 0 FD IRON ROD 0 OL # \ LEGAL DESCRIPTION: \ �;� 0.69, EAST 70 \ A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 \ 5 \ SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, MORE \ PARTICULARLY DESCRIBED AS FOLLOWS: \ COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, '� \ AS RECORDED IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. THENCE RUN N 68* 19'15" E, A DISTANCE OF 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST' CORNED OF THE SEBASTIAN YACHT CLUB r �i 625+.do THENCE LEAVING SAID RIGHT OF WAY, RUN N 66°2835" E A DISTANCE OF 210.00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, ` RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, SAID POINT BEING THE POINT OF BEGINNING: CPS, \ THENCE N 66°28'35" E, A DISTANCE OF 370.57 FEET; c® 13 THENCE S 25°22'26" E, A DISTANCE OF 150.00 FEET; e� w THENCE S 66'28'35" W, A DISTANCE OF 370,57 FEET, TO A POINT ON SAID ESTABLISHED BULKHEAD LINE; THENCE N 25°22'26" W, ALONG SAID ESTABLISHED BULKHEAD LINE, A DISTANCE OF 150.00 \ \ FEET, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 55,557 SQ.FT. (1.28 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, \ RESTRICTIONS, AND EASEMENTS OF RECORD. Legend 4 Abbreviations: (symbols not scaleable for size) \ 624+00 � PLS PROFESSIONAL LAND SURVEYOR E— - GUY WIRE \ \ PSM - PROFESSIONAL SURVEYOR & MAPPER ` L - WOOD UTILITY POLE \ LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE \ ( CENTERLINE ® - CABLE T.V. BOX R - RADIUS - ELECTRIC BOX L - LENGTH - LIGHT POST A DELTA ANGLE - WELL \ E/P EDGE OF PAVEMENT ® HYDRANT \ B/C - BACK OF CURB P4 - GATE VALVE \ B.M, - BENCHMARK B6 - IRRIGATION VALVE \ POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING S - SANITARY MANHOLE \ o - PERMANENT CONTROL POINT (PCP) SANITARY SERVICE? O - PERMANENT REFERENCE MONUMENT (PRM) - SEPTIC TANK ® - IRON PIPE (IP) Q - DRAINAGE MANHOLE " O - IRON ROD & CAP (IRC) ® - CURB INLET 623+00 Ill- CONCRETE MONUMENT (CM) ® - SURFACE INLET \ FD - FOUND ® - MITERED END SECTION \ (M) - MEASURED ==:� - CONCEPTUAL DRAINAGE \ F.F. - FINISH FLOOR -Tr- - STREET SIGN x 5.23 ELEVATION AT TOP OF BULKHEAD r -0.25' - ELEVATION AT BOTTOM OF BULKHEAD 0NEA®WAt, C�0. 9 1'S wl0D OpITI0N5 s o ��►NE C SEA`�AI `L I� STING SNOFOR 1000 IRrRp,P EXIST 50% R NATupA�' 50% u d 10' MANGROVE CLUSTER 0 12X2,7 CA TWALK (TYP.) 0 Report of Survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY • THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717-INDIAN RIVER BLV'D:, SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 8/27/08 • THIS IS A FIELD SURVEY 40 20 GRAPHIC, SCALE 0 160 ( IN FEET ) I inch = 40 ft. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88=78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901. * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC. PROJECT NUMBER 933984, DATED 2/15/93, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN, • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061 C0077 G, DATED JUNE 30th., 1999.. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' \ 1 623.00 \ \ �o \ C, THIS SURVEY IS CERTIFIED TO: \ 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA, VICINITY MAP / \ 2) CITY OF SEBASTIAN ," / \ 631+00 \ . � ®NoI�IpNs L E G SAL \ \ � NpRELIN ppp' Ap o SEA \ 630+00 \ ISS FOR % RIp,R \ � Ex J A� � f \ NPYUR \ ` gyp% \ m 7 o m � \ 629+00 00 r r \ . r \ � r r r \ r \ r 628+00 r r PARCEL # O' 00000 f 60 ' ' 0,0�, r r 66•26 3� NN 1264456,24 N r E 829305.168 FD 1" IRON PIPE \� r r �pLL 1 0 r r 5,31 EAST \ \ GoNO NEP N252226"W 7.8� 1 $7 � ' d � (� INE FD P/K NAIL 3' WIOE MEAN HIGH WATER LINE 55, O'29ME 5 S67J021OW 8.00' / S3 7Q.5T Q O 0v 0, 71' EAST 1 • Z R ELE V. = 0.55 5.77 N �6s 2 0 7' .� ` SET IRC VO \ 801® LB# 6905 �Q � �58 '' \ SEBASTIAN YACHT 5'lW SET IRC LB# 6905 : FD IRON ROD PA\ RCEL UB 6.36' EAST -7- 00000 80 7 FD IRC 588% P.O.C. oCORNER, BLOCK 2 \ � LB# 226 r / EDGEWATER PARK, SUBDIVISION U' \ PLAT BOOK, 1 PAGE, 23 NI INDIAN RIVER COUNTY, FLORIDA. N V�ALL AND AS SHOWN ON A ROUTE SURVEY- 0NG NEAa 10,0 PREPARED FOR THE CITY OF SEBASTIAN BENCHMARK 0 BY MASTELLER, MOLER, & REED, INC. \ 626REPRT+q0 FD U.S.C&G. DISK 110E '35� NE 614385.®5 OF SURVEY) \ \ #6-199ELEV6 5.20' 1 3 S66.2$ \ \ LEGAL DESCRIPTION: E 829017.8033 A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: ®r F(IRONROD PARCEL # 0 COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED �i S 00000 IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. THENCE RUN N 68`19'15" E, A DISTANCE OF 70 5 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST 5 CORNER OF THE SEBASTIAN YACHT CLUB THENCE LEAVING SAID RIGHT OF WAY, RUN N 66'28'35" E A '� \ DISTANCE OF 210.00 FEET, TO A POINT ON THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE CITY OF SEBASTIAN, RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, THENCE RUN S25'22'26"E, 46.92 FEET TO THE POINT OF BEGINNING. \ THENCE RUN N65'30'56"E, 191.55 FEET; THENCE RUN N65'38'43"E, 157.03 FEET; THENCE RUN N24'36'08"W, 12.15 FEET; THENCE RUN N64'30'32"E, 11,68 FEET; THENCE RUN S23'47'52"E, 32.14 FEET; THENCE RUN \ 625+,00 S65'13'53"W, 11.10 FEET; THENCE RUN N25'27'29"W, 11,95 FEET; THENCE RUN S65'38'42"W, 156.66 FEET;r- THENCE RUN S65'30'50"W, 81.75 FEET; THENCE RUN S34'41'10"W, 69.12 FEET; THENCE RUN S67'30'21"W, \ Z 8.00 FEET TO A POINT ON THE END OF A CONCRETE BOAT RAMP, THENCE RUN S23'17'19"E, ALONG THE \ m END OF SAID CONCRETE BOAT RAMP, 31.93 FEET; THENCE LEAVING SAID CONCRETE BOAT RAMP RUN C51 \ N63'46'05"E, 9.00 FEET; THENCE RUN S22041'14"E, 7,66 FEET; THENCE RUN S65'04'50"W, 49.61 FEET TO A z. Q� POINT ON SAID ESTABLISHED BULKHEAD LINE; THENCE RUN N25'22'26"W ALONG SAID ESTABLISHED r 13 BULKHEAD LINE, 46.48 FEET; THENCE LEAVING SAID BULKHEAD LINE RUN N65'20'29"E, 51.87 FEET; THENCE 163 RUN N35-01'05"E, 55.55 FEET; THENCE RUN S65'30'50"W, 100.17 FEET TO A POINT ON THE SAID BULKHEAD LINE; THENCE RUN N25122'26"W ALONG SAID BULKHEAD LINE 7.89 FEET TO THE POINT OF BEGINNING. ` \ SAID PARCEL CONTAINS 5,495 SQ.FT. (0.13 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, \ \ RESTRICTIONS, AND EASEMENTS OF RECORD. \ s Legend 4 Abbreviations, (symbols not scaleable for sfze) \ 624+00 PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE \ \ PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE \ LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE i a - CENTERLINE ® - CABLE T,V. BOX R RADIUS ® ELECTRIC BOX L LENGTH - LIGHT POST & - DELTA ANGLE WELL E/P EDGE OF PAVEMENT pio HYDRANT \ B/C - BACK OF CURB DQ GATE VALVE \ \ B.M. - BENCHMARK IRRIGATION VALVE \ POC - POINT OF COMMENCEMENT ® WATER METER \ POB - POINT OF BEGINNING Q SANITARY MANHOLE 0 - PERMANENT CONTROL POINT (RCP) ® SANITARY SERVICE M - PERMANENT REFERENCE MONUMENT (PRM) [ SEPTIC TANK 0 - IRON PIPE (IP) ® DRAINAGE MANHOLE O - IRON ROD & CAP (IRC) ® - CURB INLET - CONCRETE MONUMENT (CM) ® - SURFACE INLET 623+00\ FD - FOUND ® - MITERED END SECTION \ (M) - MEASURED - CONCEPTUAL DRAINAGE \ F.F. - FINISH FLOOR v - STREET SIGN x 5 23 ELEVATION AT TOP OF BULKHEAD \ -0.25' - ELEVATION AT BOTTOM OF BULKHEAD \ -0-23' a w s �,✓ N63 46 051E 9. 00' Q d / K, �- a a 7 ss' / 0 O RA UP 0 �, / y6 5.25 ./� ( 0 0..25' d Q 0 -0 23' eca- 0 p S'�V- - 0 --w-4 Q Iq 00 Q EApW��L WIDE CO .-9 1,3 r GONOITIONS I. E A� E► N 5E#4 OR oo P (STING SN FOR 1 % RIP,- Ex A� SO 50% NATUR 10' MANGROVE CLUSTER m 0 12'X2.7' CATWALK (TYR) d WOOD PILING (TYP.) Z 7- Report of Survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY • THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717-INDIAN RIVER BI-V'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (611317-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7.500, THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 12/1108 " THIS IS A FIELD SURVEY 40 0 20 GRAPHIC SCALE 60 ( IN FEET ) I inch = 40 ft. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022126"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE, BASED ON D.E,P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901, * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC, PROJECT NUMBER 933984, DATED 2115/93. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED, • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED, • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th., 1999. " THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' WA08.054_SUB. LAND \08-054.Gwe. 12/1/2008 10:050 AM, E.J.H. 623,00 ` THIS SURVEY IS CERTIFIED TO: 1) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA, VICINITY MAP 2) CITY OF SEBASTIAN \ �T �t+\ \ 631+00 G AL ON91TIONS L \ � � �poRELIN 000, AP SEp,vV \ 630+00 \ \ ICj5 FOR 0% PIP� f EX � � \ NATURALS 0 � 73 r Z 62G+00 \ ; 62 0 Ivy- Ic aLa3u0, 100 FD 1" IRON PIPE \ \ ALL 5,31' EAST \ EApw SITE: RESIDER-L ' (Not T���oww. SC.t6) OUNNIN' SEBRSl.1N e SO `gSWE-Sj s,x ocnu'rs ND StRfft yo nuBT RDPD CffVf� F EEO ' \ SANK BREAKFAST � O \ A� 'f. SERNCE LF T 5 sia"oN SSRfET a,� c'DDUDGf CITY ' O Z P fJiE'AGCITY PARK \ \ A RESS T STAI i TATONON a rpo MfR'f 3 ' CITY CF SEHASR .s. RNEfISCE PARK E4L5"�fRf RDPD , `\ / r N64 3 32 IF It. 68' / 10 0 J O1 s 1 \ 347'52E 32.14' • N24'36O8"W 12.15' y 03� 10 88 3 \ \ ,4,30E 15, 6' N2527?' 9'W / 5 38 6.6 11.95' A E PER N6 „� 15 5657353W / 'BAN / 5,38 42 t1. N / ORDS S6 /' \ 5 \moo_ �\P �R / 0 / QORpRY SAP 0 \ M �\ / 560E 191.55 0 0 0 065 30 6530 50 � 0 �� Sl k' / 0 \ s �,©gyp, Pr �j 00 �� � 1 00 / 100.17 ��� ���ry Fao�0 000 c65'3o 5u �.� bhp 0 Qa i OQI,jO. N N252226"W 7, ' g�, 5 / 0 / LINE' FD P/K NAIL WIpE MEAN HIGH WA TER LAVE 2g�� 51 S6l'30'2,1 "W S00' / 10'6r 0 ® 0 �1 0.71 EAST 1 '3 ELEV. - 0. 55' 5 77 N65.20 �« / Sg6 350� 3 o o / SE �� `�/ 17' s ✓ ` T IRC LB# 6905 I' + 6'�+00 SET IRC N5$SEBASTIAN YACHT fG�P\v �81g045 W LB#6905 ® FDIRON ROD ARUB 8.36 EAST -� 00000 6 6,, e0 g•1915 P.O.C. \ z FD IRC 5� N.E. CORNER, BLOCK 2 t� LB# 225 EDGEWATER PARK, SUBDIVISION UN PLAT BOOK, 1 PAGE, 23 v+ INDIAN RIVER COUNTY, FLORIDA. N ALL AND AS SHOWN ON A ROUTE SURVEY o EAp� PREPARED FOR THE CITY OF SEBASTIAN NG. N 10'O BY MASTELLER, MOLER, & REED, INC. BENCHMARK E co (SEE REPORT OF SURVEY) 626+°° FD U.S.C&G. DISK 3' Nnp '35 N 1264385,1053 \ \ 45-1969 1' 66�8 E 829017,8033 ELEV.=5.20' S LEGAL DESCRIPTION: \ � � A PARCEL OF SUBMERGED LAND LYING IN THE INDIAN RIVER IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FD IRON ROD FOLLOWS: PARCEL # / COMMENCING AT THE NORTHEAST CORNER OF BLOCK 2, EDGEWATER PARK SUBDIVISION, AS RECORDED 0.69' EAST 00000 -p� IN PLAT BOOK 1, PAGE 23, INDIAN RIVER COUNTY, FLORIDA. THENCE RUN N 68'19'15" E, A DISTANCE OF 705 80.17 FEET TO A POINT ON THE EAST RIGHT OF WAY OF INDIAN RIVER DRIVE. SAID POINT BEING THE EAST CORNER OF THE SEBASTIAN YACHT CLUB THENCE LEAVING SAID RIGHT OF WAY, RUN N 66°28'35" E A i DISTANCE OF 210.00 FEET, TO A POINT 4N THE BULKHEAD LINE AS ESTABLISHED PER THE MAP OF THE "� \ CITY OF SEBASTIAN, RECORDED IN PLAT BOOK 5, PAGE 28, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, THENCE RUN S25°22'26"E, 46.92 FEET TO THE POINT OF BEGINNING. 1- THENCE RUN N65°30'56"E, 191.55 FEET; THENCE RUN N65°36'43"E, 157.03 FEET; THENCE RUN N24°36'08"W, Q 12.15 FEET; THENCE RUN N64°30'32"E, 11,68 FEET; THENCE RUN S23°47'5211E, 32.14 FEET; THENCE RUN 625+.00 S65°13'53"W, 11.10'FEET; THENCE RUN N25927'29"W, 11.95 FEET; THENCE RUN S65'38'42"W, 156.66 FEET; THENCE RUN S65°30'50"W, 81,75 FEET; THENCE RUN S34"41'10"W, 69.12 FEET; THENCE RUN S67'30'21"W, `\ 8.06 FEET TO A POINT ON THE END OF A CONCRETE BOAT RAMP, THENCE RUN S23°17'19"E, ALONG THE cn END OF SAID CONCRETE BOAT RAMP, 31.93 FEET; THENCE LEAVING SAID CONCRETE BOAT RAMP RUN N63°46'05"E, 9.00 FEET; THENCE RUN S22"41'14"E, 7.66 FEET; THENCE RUN 865°04'50"W, 49.61 FEET TO A 01 ? POINT ON SAID ESTABLISHED BULKHEAD LINE; THENCE RUN N25°22'26"W ALONG SAID ESTABLISHED r 13 BULKHEAD LINE, 46,48 FEET; THENCE LEAVING SAID BULKHEAD LINE RUN N65°20'29"E, 51.87 FEET; THENCE RUN N35-01'05"E, 55.55 FEET; THENCE RUN S65°30'50"W, 100.17 FEET TO A POINT ON THE SAID BULKHEAD LINE; THENCE RUN N25°22'26"W ALONG SAID BULKHEAD LINE 7.89 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 5,495 SQ.FT, (0.13 ACRES) +/-, AND IS SUBJECT TO RESERVATIONS, RESTRICTIONS, AND EASEMENTS OF RECORD. Legend 4 Abbreviations: 65ymbols not scaleable for slze) � 624+00 PLS PROFESSIONAL LAND SURVEYOR E— - GUY WIRE \ PSM - PROFESSIONAL SURVEYOR & MAPPER WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® TELEPHONE SERVICE G. CENTERLINE ® CABLE T.V. BOX R RADIUS ELECTRIC BOX L - LENGTH LIGHT POST 4 DELTA ANGLE WELL E/P EDGE OF PAVEMENT io HYDRANT \ B/C - BACK OF CURB DQ GATE VALVE B.M. - BENCHMARK D@ - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING Q - SANITARY MANHOLE 0 - PERMANENT CONTROL POINT (PCP) ® SANITARY SERVICE Q - PERMANENT REFERENCE MONUMENT (PRM) - SEPTIC TANK O - IRON PIPE (IP) 0 DRAINAGE MANHOLE A Q - IRON ROD & CAP (IRC) ® - CURB INLET v� ED . CONCRETE MONUMENT (CM) ® - SURFACE INLET 623+00 FD . FOUND ® MITERED END SECTION (M) - MEASURED - CONCEPTUAL DRAINAGE F.F. - FINISH FLOOR -v- STREET SIGN x 5.23 - ELEVATION AT TOP OF BULKHEAD -0,25' - ELEVATION AT BOTTOM OF BULKHEAD qk Erb N6346'05"E" 9.00' 1 .-----S2241'142 V 11ssi `0 0 O O ! 0 �», s/ 0 0 0,25' � 0 0 V!,'& 527 0 EFo _ 0 0 00 0 0 NEA®W WIDE 99�. cCNO. 101 GGNQI�IONS ELL E , WALIN 5EA OR 00 EX P ISTING SHOP � 50� RIP-R� URAL 50% NAT i 10' MANGROVE CLUSTER m c� Q 0 12'X2 7' CA rWALK (TYR) 0 WOOD PILING (rYP.) 2 7- Report of Survey: • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY • THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC, L.B. #6905 1717-INDIAN RIVER BLV'D., SUITE: 101 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S, #4490 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61 G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. " ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 12/1/08 • THIS IS A FIELD SURVEY 40 0 2D GRAPHIC SCALD 40 so 160 ( IN FEET ) 1 inch = 40 ft. * THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF N25022'26"W, ALONG THE EAST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE, BASED ON D.E.P. CONTROL NETWORK MONUMENTS 88-78-A-05, AND 88-78-A-06, NAD/ 1983, FINAL ADJUSTMENT OF 1990, FOR FLORIDA EAST ZONE 901. * STATIONING AND RIGHT OF WAY SHOWN HEREON IS BASED ON A ROUTE SURVEY PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, MOLER & REED, INC, PROJECT NUMBER 933984, DATED 2/15/93. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN, • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED, • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: AE 8' & VE 9' , PER FLOOD PANEL MAP # 12061CO077 G, DATED JUNE 30th., 1999, • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARK IS UNITED STATES COAST & GEODETIC MONUMENT #5-1969. ELEV.=5.20' 108-054-SU8. LAND108-054.tiWG, 12/I/2008 10:49:50 AM, E.JR