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Home My WebLink About2014 10 22 Specific Purpose Survey(50' RIGHFOF WAY) ELCAM WATERWAY g POINT OF N CURVATURE 38538,P (ms 43'm.) (9— _ — � — — I — PREPARED FOR: THE CITY OF SEBASTIAN PREPARED BY: CECRLE LAND SURVEYING, INC. FLORIDA LAND SURVEYING BUSINESS #6637 10749 HIGHWAY U.S. 1, SUITE A, SEBASTIAN, FLORIDA 32958 PHONE 772-388-0520 FAX 772-388-2012 CERTIFIED CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF IN CONFORMITY WITH THE FLORIDA STANDARDS OF PRATICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE, THIS SURVEY 15 PREPARED AND CERTIFIED FOR THE EXCLUSIVE USE OF THE CLIENT OR CLIENTS NAMED HEREON, THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE��NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISEV'lZILICENSED SURVEYOR AND MAPPER. / el - 23. 2.0 l CF THOMAS RANDALL CECRLE, P.L.S. 4896 ja ga mg ag "N `N 80.00' P. 80.00'P. (79.99'M.) 80.00'P. (60.06'M.) N 5.5°39'40" E 240.00' HAVEN DRIVE (50' RIGHFOF WAY) ;� CONCRETE o o to HEADWALL +o L CONCRETE - C 20'P.U.&D.E. HEADWALL 201P.LL&D.E. rng 20'P.U.&D.E. I 80.00' I I 80.00' — — _ — _ _ — — I — I 80.00' — — _ — _ I I I I I I I _ LOT 6 S LOT 5 g LOT 4 LOT 7 BLOCK 363 = BLOCKT363 = BLOCK 363 BLOCK 363 0 I I I IMPROVEMENTS Q Q NOTSHOWN I;ztlel 1en z I I I 60.00' I I 80.00' I 80.00' S 55°39'40" W 240.00' g POINT OF N CURVATURE 38538,P (ms 43'm.) (9— _ — � — — I — PREPARED FOR: THE CITY OF SEBASTIAN PREPARED BY: CECRLE LAND SURVEYING, INC. FLORIDA LAND SURVEYING BUSINESS #6637 10749 HIGHWAY U.S. 1, SUITE A, SEBASTIAN, FLORIDA 32958 PHONE 772-388-0520 FAX 772-388-2012 CERTIFIED CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF IN CONFORMITY WITH THE FLORIDA STANDARDS OF PRATICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE, THIS SURVEY 15 PREPARED AND CERTIFIED FOR THE EXCLUSIVE USE OF THE CLIENT OR CLIENTS NAMED HEREON, THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE��NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISEV'lZILICENSED SURVEYOR AND MAPPER. / el - 23. 2.0 l CF THOMAS RANDALL CECRLE, P.L.S. 4896 ja ga mg ag "N `N 80.00' P. 80.00'P. (79.99'M.) 80.00'P. (60.06'M.) JOY HAVEN DRIVE (50' RIGHFOF WAY) cs CONCRETE HEADWALL CJ N W 0 N 0 0 0 114,M LINE LOT BLOCK 363 SPECIFIC PURPOSE SURVEY FOR CONCRETE HEADWALL LOCATION SURVEYOR'S NOTES: 1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OFJOY HAVEN LEGEND: DRIVE AS S 55039'40" W AS PER RECORD PLAT. 0 - FOUND 5/8' IRON REBAR WITH CAP STAMPED 'WEH 4416' 2. NO INSTRUMENT OF RECORD REFLECTING EASEMENTS, RIGHTS OF 0 - FOUND 1/2' IRON REBAR WITH CAP STAMPED "REED 3516' WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR • - FOUND 5/8" IRON REBAR WITH NO CAP OR IDENTIFICATION EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. p - FOUND NAIL & 1-1/4' STEEL DISK, NO IDENTIFICATION 3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDER GROUND FOUNDATIONS, ENCROACHMENTS OR ANY IMPROVEMENTS EXCEPT AS SHOWN. 4. THE LOTS SHOWN HEREON IS LOCATED IN FLOOD ZONE AE' AND 'X' PER FLOOD INSURANCE RATE MAP 12061COl 13 H, DECEMBER 4, 2012, 5. DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS SUBURBAN, 1 FOOT IN 7,500 FEET, UNITED STATES STANDARD FEET. ABBREVIATIONS: P -PLAT M -MEASURED R/W-RIGHT OF WAY 4 -CENTERLINE COV. -COVERED LS -LAND SURVEYOR O.U.L:OVERHEADUTILITY LINES CONC.-CONCRETE PUDE-PUBLIC UTILITY & DRAINAGE EASEMENT PLS -PROFESSIONAL LAND SURVEYOR LEGAL DESCRIPTION: LOTS 4,5 AND 6, BLOCK 363, SEBASTAIN HIGHLANDS, UNIT 11, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGE 56 THRU 56L OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. W W �o IJ C rng N� r'V 245.00'P. (Ma93'M.) _ 0 I I SPECIFIC PURPOSE SURVEY FOR CONCRETE HEADWALL LOCATION SURVEYOR'S NOTES: 1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OFJOY HAVEN LEGEND: DRIVE AS S 55039'40" W AS PER RECORD PLAT. 0 - FOUND 5/8' IRON REBAR WITH CAP STAMPED 'WEH 4416' 2. NO INSTRUMENT OF RECORD REFLECTING EASEMENTS, RIGHTS OF 0 - FOUND 1/2' IRON REBAR WITH CAP STAMPED "REED 3516' WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR • - FOUND 5/8" IRON REBAR WITH NO CAP OR IDENTIFICATION EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. p - FOUND NAIL & 1-1/4' STEEL DISK, NO IDENTIFICATION 3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDER GROUND FOUNDATIONS, ENCROACHMENTS OR ANY IMPROVEMENTS EXCEPT AS SHOWN. 4. THE LOTS SHOWN HEREON IS LOCATED IN FLOOD ZONE AE' AND 'X' PER FLOOD INSURANCE RATE MAP 12061COl 13 H, DECEMBER 4, 2012, 5. DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS SUBURBAN, 1 FOOT IN 7,500 FEET, UNITED STATES STANDARD FEET. ABBREVIATIONS: P -PLAT M -MEASURED R/W-RIGHT OF WAY 4 -CENTERLINE COV. -COVERED LS -LAND SURVEYOR O.U.L:OVERHEADUTILITY LINES CONC.-CONCRETE PUDE-PUBLIC UTILITY & DRAINAGE EASEMENT PLS -PROFESSIONAL LAND SURVEYOR LEGAL DESCRIPTION: LOTS 4,5 AND 6, BLOCK 363, SEBASTAIN HIGHLANDS, UNIT 11, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGE 56 THRU 56L OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.