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Home My WebLink About2006 - (#74) Flood Zone�,�rwR=^:'.?.a- -arRn'-v--..'.,... n+ - _ _ r• .. - n v r �.4:.._-.: -f+,r. +`.ri",+:w..`,r. .'.I.T..-v.'xa'.•o<a. ....rr.ev ':P`.r-J-.,. .., ..y..a... '.. + - .r^4++nTw:. .. .. !T�' .. ... .,.. _ / MAP OF SURVEY CERTIFICATE OF AUTHORIZATION L.B. 7426 1 SURVEY 3 N NEW I INDIAN 00 . Z :R Q 3�4. ROD �� V - z a NO I.D.-RIVER Z �� }} � H � N W. 126 021 MEAN HIGH WATER ELEVATION AS LOCATED AUGUST 17, 2001 a g LEGAL DESCRIPTION: Commencing at the intersection of the Township line between �a W 30 15 0 30 60 90 +S J3• Township 30 South and Township 31 South and the West right of way line of a 66 foot m^ SJ,APPROX. wide right of way of Indian River Drive, also known as Old U.S. Highway No. 1 (Old EDGE OF WATER N�M State Road 5); thence run 'South 25 degrees 22 minutes East along said West right of o SCALE 1N FEET 0`�, J3 way a distance of 270.40 feet to the South line of Middleton's Subdivision as recorded 1 INCH 3o FEET CD 'r N 4• , in Plat Book 2, Page 56, Indian River County Public Records; thence run South 88 • ck kqT degrees 01 minutes East a distance of 172.4 feet, more or less, to the mean high water q�� NORTy� FR c/NF line of the Indian River and Point of Beginning; thence retracing the last mentioned rA North FR �FFa� of course, of new U.S. Highway No. rees 01 r1;nutes thence West runa Southdistance 36 degrees 26 feet minutesthe EastEast along / INTERSECTION OF �o �% yoRF (pfR said right of way a distance of 164.37 feet; thence run South 88 degrees 01 minutes East TOWNSHIP 30 SOUTH,%1P, thence run Northwesterly TOWNSHIP 31 SOUTH, O �,�ti' ,4 ` I C Fro>✓ a distance of 483.85 feet to the West shore of the Indian River; WEST R/W OF OLD 0 C ^ meandering said West shore to the Point of Beginning; LESS AND EXCEPT the right U.S. HIGHWAY NO.1- UNABLE TO '��° p 2 3I� /�, POIND of way of Indian River Drive. ALSO LESS AND EXCEPT all those lands lying Westerly FIND END OF PIPE°�V` 4 ,(� / Yof said Indian . River • Drive and Easterly of said U.S Highway No. 1. RANGE. 39 E. � � � �b � ^ �� /71 -' APPROX. "4 S A O _ TOP OF BANK APPROX. A q+� WATER LINE W ry \ �� EDGE OF 0 PAVEMENT //� ._ I V 25 • L�' ►j C� Q," \'o _ 8W mg WEST R/Iy �`�.� 0i�/ .� 144-96' _ °W< $ 25'23'01 EDGE OF pA� ��( ^-p�°i �� 1 66' RIGHT, / �'�O �Q'- 2522.00 "E 2 70 20 WENT C21111111, ;1,111, T �►� .,, ��OF-WAY V E 27p.40.�a� NOZC 12�_ 22' ASPHALT 18" C.M.P. l S 2 DT HEADIlli 1" PIPE "NO I.D." _ DIRT APRON/ 22,72' A••A. _ 1 A IN 0L � APPROX. 45, � � tJ• � = APPROX. CENTER F DITCH 4 w S• TOP OF BANK �N yA NDIZI a.1 1 1 /4" PIPE ASPHALT & GRAVEL PARKING FOR No )'V WEST R/W (OLD STAT CAPTAIN AND THE COWBOY � ROAD 5 STEAK & SEAFOOD GRILL titi h / 4'6 NICOLETON'S SUBDIVISION OF CITY OF SEBASTIAN P. B. 2 Pi 56 Ate) Q'v� "Y' TOE OF SLOPE M o /CONSTRUCTUREZ (NVISIB ECONTROL OOUTLET),- APPROX. `V \ $° >C /TOP OF BANK e• ^ N�b �� • ' JC� PROFESSIONAL TITLE 00003 0001 APPROX. 00002.0 TOP OF BANK oQ� ! CLEARED AND MAINTAINED om o 4°o (POSSIBLY BY WACHOVIA BANK) N 2 43 EAST R/W OF ) CONC. \ F I I NI } U.S. HIGHWAY NO. 1 _ _ _ _. _ - - 6 .�6 EAST R/W OF CONC, S 3 6' 2 5' 37 "E 164.49'(M) u.s HIGHWAY N0. 1 CONCRETE WALK 5 36'26'00"E 164.37'(11/ _ --u 6' CONC. SIDEWALK .Q W0`0 6 .Wi3V� J 2' D.O.T. CURB do GUTTER 2' O.O.T. CURB & GUTTER {TMP.) GRASS"AND 'LANDSCAPE MEDIAN U.S. HIGO"'WAY NO. 1 -.. 2' D.O.T: CURB & GUTTER (TMP.) THIS SURVEY DOES NOT REFLECT OR DETF?MINE OWNERSHIP COPYRIGHT 2006 SMITH do ASSOCIATES .SURVEYING AND MAPPINP, INC. il NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. i, I , 41 RETENTION POND 0 00000 0010 00002.4 RESIDENCE i I Sub lECt PROPERTY f `S City of Sebastian �. 120123 a FLOOD ZONE M) SCALE: 1INCH = 500 FEET 0 VICINITY MAP SCALE: 1 INCH = 1/2 MILE W Z 03 CD o FLOOD ZONF X, AE(EL 7.0') & AE(EL 8.0') FLOOD INSURANCE RATE MAP NUMBER 1206100077G , - SURVEYORS Ni 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RKH(T-OF-WAY. RESERVATION. AGREEMENTS IND/OR EASEMENTS OF RECORD. SUCH INFORMATION, P DESWED. SHOULD BE OBTAINED AND CONFYiMEO BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION LEGEND: APPROX. - APPROXIMATE 000 - GAS VALVE 2. AWOINDERS SHOWN HAVE NOT BEEN SURVEYED. N.V.W. - NO VISIBLE WELL E.O.P. - EDDE OF PAVEMENT F - PROPOSED FINAL GRADE - RECLAIM WATER AFTER 3. DRAIMIIGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES. P.C.P.. PERMANENT CONTROL PONT T.O.S. - APPROX TOE OF SLOPE G� SERVICE 4, ALL MEASUREMENTS ARE H FEET AND DECIMAL PARTS THEREOF AND ARE M ACCORDANCE O/l - ON BOUNDARY UNE EO W. - APPROX. EDGE OF WATER ® - BLOW-OFFCLEAN-OUT WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 61G17 -6:003(1X8) i P.0 C. - POINT OF COMMENCEMENT P-O.B. - POINT OF BEGINNING T.O.B. - APPROX TOP OF BAN( NJ.S - NOT TO SCALE ED -CLEAN-DLII S. PURSUANT TO FLORIDA LAW (FAC. 61G17-6. 003(17)) THIS SURVEY K BASED ON A P.C.P. - PERMANENT CONTROL PONT ESMT. - E/SEWW 14 - WATER VALVE IN 2'■ 2' CONC. CLOSED TRAVERSE. - - P.T. - POINT OF TANGENCY P.R.M. . PERAW+EM REFERENCE MONUMENT Ii - BENCH PARK On - OFFSET N - WATER VALVE 8. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. P, - RADIUS PONT RP , ASPµ. - ASPHALT Q - FIRE HYDRANT 7. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OFTE -WAYS ALOCATED Pi.- PONT OF NNTERSECTION FMO. - FOUND Q - POWER POLE AND SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND UTILITIES OR P.C. • POINT OF CURVATURE P.C.C.• PONT OF COMPOUND CURVATURE L.F.E.- LOWEST FLOOR ELEVATION G F.E. - GARAGE FLOOR ELEVATION • LIGHT POLE FOUNDATIONS WHICH MAY ENCROACH. - P.R.C. - POINT OF REVERSE CURVATURE F.F.E.- FINISHED FLOOR ELEVATION 4- - - -- GUY ANCHOR 6. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY BY CLIENT. DELTARADIU(CENTRAL ANGLE) O.R.B. - OFFICIAL RECORDS BOOK - FENCE 9. ELEVATIONS BASED ON 50.00' ASSUMED AT NSA R - - PROPERTY LIME P.B. - PLAT BOOK _-- - -• OVERHEAD WIRE O.H.W.) NJA A .ARC NO i.0. - NO 6)ETNTIFIGTION D B. - DEED BOOK +_ -- CENTERLINE (C/LS 10. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL. DATUM OF 1929 (PARENT B.Y. . T - TANGENT STY. - STORY PG- - PAGE S QT� -APPROXIMATE SEPTIC TANK ELEVATION N A _ •) AND ARE EXPRESSED IN FEET AND DECIMAL THEREOF. RECORDFIRM. - WOW FRAME MFASURED F - CENTERLINE PDME. Ili P.Y.C.-POLWHYLCHLORIOE C.M.P. - CORRUGATED METAL PPE 6) -IRON MARKER FOUND (SEE DESCRIPTION) 11. V FINAL GRADE ELEVATIONS (PERGRADE PLAN) NOT NECESSARILY ACTUAL ELEVATION C TED R/W • RIGHT-OF-WAY Il P. - REINFORCED CONCRETE PIPE 0 - 1/2' IRON ROO WITH PLASTIC CAP A TIME OF FINAL SURVEY. C.P P. - CORRUGATED PLASTIC PIPE MARKED 'SMIRK k ASSOCIATES LB 7426' SET 12. BEARINGS BASED ON THE CA OF INDIAN RIVER DRIVE BEING BEING S 25.22.00-E (ASSUMED) -PRIVATE ACCESS EASEANEINT R ECCE INV. . #NVi (CHAPTER 61G16.0031(2X0) FAC.) PD.E. -PUBLIC OE EASEMENT P,V. d D.E. - PUBLIC UTI ITY ! DRAINAGE ESM. D.E.P.- DEPT. OF EWARONMENTAL PROTECTION H.W.M, -IRCµ WATER MARK - 4•x 4• COQ, MONUMENT FOUND 13. PLOT PLANS ARE NOT. TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. P.U.E. a PUBLIC UTILITY EASEMENT -PROPOSED DRAINAGE ❑ - 41% 4' CONC. MONUMENT MARKED 14. LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWSE NOTED. PR.U. ! D.E. - PRIVATE UTILITY & DRAINAGE ESMT. WATER METER MARKED `SMITH MI ASSOCIATES LB 7426• SET 15. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE ARAND SHOULD BE FIELD PR U1. - PRIVATE UTILITY EASEMENT PR.O.0 . PRIVATE DRAINAGE EASEMENT Ow - (CHAPTER 61GI6.0031(2X0) FAC.) E VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. U. t D.E."- Uni & DRAINAGE EASEMENT O - ELECTRIC METER/HANONOIE ♦ - NAIL & DISK FOUND (SEE DESCRIPTION) 16. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRID NORTH. R IS FOR S.Mi - SIORMIRATER MAINTENANCE EASEMENT - DRAINAGE EASEMENT ® - SANRTARM SEWER MANHOLE Q - NAILk O15K MARKEDD.E. MARKED ^SMTµ A ASSOCIATES LB 7426' SET APPROXIMATE POSITION ONLY. I.I.E.- UTILITY EASEMENT 0 - STORM SEWER MANHOLE (CHAPTER 61G16.OW1(2XD) FAC.) 17, ALL RIGHT-OF-WAYS, ALLEYS. DIRT ROADS, AND ASPHALT ROADS IF SHOWN ARE IPEN TO F.PA L - FLORIDA POWER AND LIGHT �J 0 - IRON ROD PREVIOUSLY SET ?RAVEL• BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED TRAVEL. RES. - RESIDENCE PROPOSED . 501J1WNER11 BELL MANH0LE/1NNDNM (] - CONC. MONUMENT PREVIOUSLY SET 18. SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR. C,B�.S. - CONCRETE BLOCK ! STUCCO ® - UNDER MAIN ROOF - NAX t DISK PREVIOUSLY SET FEATURE T PF9C LAND (SIGNS. INLETS. VALVES, MAILBOXES, 19. HORIZPOWER P. M, . PROFESSIONAL SURVEYOR t MAPPER p - SOUTHERN BELL MER O - HUB A TACK SET FEATURES) H POWER POLES DRIVEWAYS. CULVERTS. AHD SIMILAR FEATURES) WWE A HORIZONTAL FEATURE ACCURACY , AND YS. CULVERTS, t -MORE OR LESS TX - TRANSFORMER a - EjtBE TELENSWN RISER 0 - RAILROAD SPIKE FOUND (NO I.D.) OF PLUS OR MINUS 0.25 FEET. O0000 S CRETE - BACK-FLOW PREVENTER ® -DRILL HOLE iOLINO (NO I.O.) 20. VERTICAL FEATURE ACCURACY: ELEVATORS ON THE SITE (GROUND, PAVEMENT. INLETS. ETC.) (TYPJ -TYPICAL ® -IRRIGATION CONTROL VALVE HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. ' 21. THIS SURVEY IS FOR THE SOLE BENEFIT OF THE PARTIES NAMED HEREON AND FOR THE SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. AND IS NOT TRANSFERABLE UNDER ANY CIRCUMSTANCES. i i I Sub lECt PROPERTY f `S City of Sebastian �. 120123 a FLOOD ZONE M) SCALE: 1INCH = 500 FEET 0 VICINITY MAP SCALE: 1 INCH = 1/2 MILE W Z 03 CD o FLOOD ZONF X, AE(EL 7.0') & AE(EL 8.0') FLOOD INSURANCE RATE MAP NUMBER 1206100077G ,