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HomeMy WebLinkAboutSurvey� 1 I REPORT OF SURVEY". Legend & Abbreviations: (symbols not scaleable for size) * TYPE OF SURVEY: BOUNDARY: NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE PLS _ PROFESSIONAL LAND SURVEYOR - GUY WIRE GRAPHIC SCALE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. PSM PROFESSIONAL SURVEYOR & MAPPER rD - WOOD UTILITY POLE o 0 o zo u eo * THIS SURVEY PERFORMED BY: LB#6905 * IMPLIED. GUARANTEE IS EXPRESSED OR I NO TITLE OPINION OR GUAR LB - R. - LAND SURVEYING BUSINESS CENTERLINE 10 - ® - TELEPHONE SERVICE ' CABLE T.V. BOX MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD. SUITE 201 * VALUES ARE THE SAME. - UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VA R - RADIUS IA - ELECTRIC BOX L - LENGTH VERO BEACH, FLORIDA ;32960 * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. A - DELTA ANGLE - LIGHT POST ( IN FPPT ) * PROFESSIONAL SURVEYOR &MAPPER IN RESPONSIBLE CHARGE: * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED, E/P - EDGE OF PAVEMENT ° - WELL r HYDRANT - 1 inch = 20 It. B/C - BACK -0F CURB CHARLES H. BLANCHARD P.S.M. #5755 * THE PARCEL OF.LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "AE-7" AND "VE-1 V PER - B.M. - - GATE VALVE * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, CE RATE AP #12111C0303 J DATED FEBRUARY 16TH, 2012. FLOOD INSURANCE A M POC - .BENCHMARK POINT OF COMMENCEMENT - IRRIGATION VALVE `: North :r • " ADMINISTRATIVE CODE IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF A ) T AMERICAN VERTICAL DATUM NAVD) OF , HE ELEVATIONS SHOWN HEREON ARE BASED ON NORTH ( ) POB - 0 - POINT OF BEGINNING (PCP) PERMANENT CONTROL POINT CM - Us - WATER METER SANITARY MANHOLE BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED BOUNDARY F T 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-8M12', ® - SANITARY SERVICE GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. - GEOME - :_ - WN ELEV..3.51 NAVD.88. SITE BENCHMARK IS AS SHO PCP - ❑p - PERMANENT CONTROL POINT (PRM) PERMANENT REFERENCE MONUMENT - SEPTIC TANK : "COASTAL BARRIER' • OF PRACTICE THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS « fHE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF PRM _ PERMANENT REFERENCE MONUMENT DRAINAGE MANHOLE RESOURCES SYSTEM C RS LEGEND - AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. 198311990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. 0 - (IP) IRON PIPE ® CURB INLET 10-01-1083 CBRS Area « D DECIMAL PARTS ELEVATIONS AND DIMENSIONS SHOWN HEREON MEASURED IN FEET AN * S SURVEY IS BASED ON fHE MEAN HIGH WATER ELEVATION OF 0.51 NAVD1988 FOR THIS IP - IRON PIPE - ® - SURFACE INLET MITERED END SECTION FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR I ' THEREOF. INTERPOLATION BETWEEN TIDE STATION 100885 AND TIDE STATION 100875, OBTAINED FROM ® - (IRC) IRON ROD &CAP - CONCEPTUAL DRAINAGE CON SUBSTANTIALLY IMPROVED ON OR AFTER OCTOBER Ot, 19831N DESIGNATED CBRSAREAS `.' " THE LAST DATE OF FIELD WORK WAS:08/10/18 LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEgSITE. - IRC - 0 - IRON ROD & CAP (CM) CONCRETE MONUMENT -� - STREET SIGN INFORMATION, BUT ARE ' BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFOR ADDITIONS OR DELETIONS TO SURVEY MAPS O R REPORTS BY OTHER THAN THE SIGNING PARTY OR CM _ CONCRETE MONUMENT 235 - DE PROPOSED GRADE 11.16.1690 CBR5 Area FLOOD INSURANCE. NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR I� NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. FD - FOUND NAVD - NORTH AMERICAN VERTICAL DATUM SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16, 1990 IN * THE CONVERSION FACTOR. BETWEEN NAVD 1988 AND NGVD 1929 IS +1.49' (P) - PLATED - TYPICAL ELEVATION DESIGNATED CBRSAREAS " THE BEARING BASE FOR THIS SURVEY IS N89°58'14"E ALONG THE SOUTH PROPERTY LINE LOT 8 AS S DETERMINED USING CORPSCON FOR WINDOWS. VER.6.0.1 THIS WAS DET R (M) - MEASURED x23.5 A/C - AIR CONDITIONER SHOWN ON THE PLAT THEREOF. * THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAVD 1988) FOR THIS SURVEY IS _ (D) DEED .. CONC. - CONCRETE Boundaries of the John H. Chafes Coastal Banter Resources System shown on this FIRM were transferred from the official CBRS * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND BASED ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES (C) - CALCULATED _ F.F. FINISH FLOOR (CBRS) source map(s) for this area and are depicted on this FIRM for ENCROACHMENTS, EXCEPT AS SHOWN. IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCR OF THE STATE OF FLORIDA AN ATLAS" DATED JANUARY.2001, BY THE DEPARTMENT OF CIVIL AND Informational purposes only. The official CBRS maps are enacted byCongress COASTAL ENGINEERING, UNIVERSITY OF FLORIDA. (OA) - OVERALL BSB - BUILDING SETBACK LINE via the .Coastal Barrier Resources Act, as amended, and Q - BEACH DAISIES W/ D A. F.F.E. - FINISH FLOOR ELEVATION Certified TO: maintained by the U.S: Fish and Wildlife Service (FWS). The official LEGAL DESCRIPTION: � - SEA GRAPES W/ DIA EL./ELEV. - ELEVATION 1) ELIZA©ETH STANFORD CBRS maps used to determine whether or not an area is located within the CBRS are available for download at htto:ilwww.fws.gov. For an RAW - RIGHT OF WAY _: - official determination of whether or not an area is located within the LINE Table LINE LENGTH BEARING L1 605,18' S40°57'12"W L2 945.85' N17"45'45"W L3 1004,86' N17°37'54 W L4 971.82' N20°32'26'W L5 962.24' N20°59'07"W L6 363.94' S06°15'28"E L7 973,90' N22042'47"W L8 986.72' N22°38'15"W L9 999.80' N22 29'12"W L10 997.33' N21051'17"W L11 256.84' S0701T01"E L12 990.86' N22014'05"W L13 972.35' N22008'15"W L14 998.49' N22007'52"W L15 988 33' N2°14091N 1 2T 3 9 ( � 63.48 ' M � 9 � 9 0 0• 0 b� 5• • � 4 rn � N t o lj g of -0 k o 393 ,1,0' k19 15-A A•2 39kx363' %3• ,� Cites' �� k5.21.,, O 0\�'A x 3• 3 y1• L+: P¢ 1 ..Yc K5 6 YwX r Y I S 9 22.72 -- 5.2s •- 71.94' A9 x 5 94' �• O 52134 32 E 7.08 183 M I \ N 0 10 ->v 4 \ - 5 t M P P I 1 0-10" 1 � 183 9 P � 10 xl � 71.93' P \ I H-20' 4 - t 4 N '\ H-12 � p, 80.6T i� STAI "o •o :; ,$ 4 r co \ d' 9' t wo ,.. 'gi o , o. o i.2 : Y 4. co. _ .1 b �! S20V9 33 E 14.11 s .i v o o* T X >'✓ �. .,.. � r'i .16.d k 1% Y o, 2 0 o `: o. Cr of o $ 5083900 W 4.02 <'i, • >r! v t1 \ 5134012E 0.89 ca 3 o \ SEA OATS c t DRIVEWAY'.-, C\ . .. p : , '. '.28.33• r1 12 N _ . I `,, r 5323037E 9.44 :. \. PROPOSED, 0• xyi 53 t 3 y� (VEGETATION MIX) x1 0. 0- POOL DECK o ' 52124$8 E 18.46' <,< <✓C<n, y„ 3:00' so , G1a \ 3 xr0.oa' �' m ' 0 p o x MEAN HIGH WA7ER Y ' I ,T o `` v, 1r o I .2T LINE £LEhA770N=a51 T. :> S \> ENTRY w 2 6 _7 !s . '; NAVD 88 0'.'. .. LOT S SEA G APES p N y � � 0r 5, , i 5AN/J f3EACN IDA 7EO 09/04/18 3.0' 9 PROPOSED THREE ' 6�' "7 GO A .STRAND g' STORY SINGLE PROPOSED o6x y6� �• i` N pPEs a:W, FAMILY HOUSE 16A Pool 6 s �� o ;, % }� DA7FDC0104118 G \> P R F.F.E.=20.00'(NAVD) s o a o$ 4 0 0 o a1 4s• 4• 5E 67 GARAGE EL-&00'(NAVD) 00 V. o o i% 2 \ ;\ o 1 055 y v N .kt6' �5333632"W 1.68 O. o . . . . . ' SOp, 1.33 1.5 51 o a `o �I Qt $ I qo x 22 S2170:34"W a34' ACCESS UTILITY 58 00' o i k5• o Yy F DRAINAGE. LANDSCAP 4s7_ 2$ 7, 1�{2\ 2 > o � t VEXOTIC MIX �l x'', 05k X6.1 52833'17"E 10.04' 6 x 58,43 AND WALL EASE M (iO 9 ,3. , » , 3 OO (%(i o S1725 58 E 11.41 2yk �A2' 391 %26 33• g M P \ yak g9 p0 182.89' M P (�" _ «9 70.01' M P o o o s,,. Do N89 58'14 "E 349.33' (OAJ % . \ x10 o-1 63.92 (OA FD 5l8" IRC Spa ayo t°a .% ° - xy i ry ; ry FLU 5/ ,, IRC e yq 2 (REFERENCE BEARING) \ ay %>2 ��001 (LBFH)LB#959 *. 3• y5 z518 y � (LE�FH�B#959 1 xp.5 •3+ , x393 x5t x663 xy,92 x6.0\ \ x29 N:1086007.4820 9g•66 � \ SEASONAL HIGH IYAlER E. 907283.4580 COASTAL CONSTRUCTION LINE AS RECORDED sot n LINE ELEVA770N=5.28' IN PLAT BOOK 26, PAGE 26-26, OF THE PUBLIC ` \ gyt NAVD 88 RECORDS OF ST. LUCIE COUNTY, FLORIDA. OA7ED 09/04/18 RECORDED SEPTEMBER 15, 1988. W0 .0 LOT 9 ` 00 9k COASTAL CONSTRUCTION N as xo.yeo L15 `IiP� S�TritG4�" rt �� CONTROL LINE PER 26 6' xt• ryl x 3• �� \` RECORDEDKDECEMBER 8 ga_x6"i x5 6 FD FDEP CM 94-77-AO6 213.36' ]N7223"47""E N 1079108.5910 NAD 83 L16 E 909949,5690 NAD 83 ;;P1r, viD CCCL DETAIL ``o %I t \ i'.G• NOT TO SCALE C 12, 1978• \ 0.51 x 6 N �t s- \ \ \ \ PLATTED MEAN HIGH 00 ,<TEC WATER LINE. .i 1 1 LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-I213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET " °niUnc Ell""17nIPv)1,°,i1n"ryrninrlf`I,... ,d1,SV1,R":rP-tu,,I'11,,",I'e*. ^I.IO,f/"o °",rrlt - TYPE: BOUNDARY REVISIONS PROJECT# 18-055 DATE: 09105118 Ell, 294, PAGE 19 DRAWNBY: D.B. CHECKED BY.- C,H,B. 1. 09119118 SITE PLAN D.D. SCALE: 1 r20 SHEEP I OF I NO, DATE DESCRIPTION III - Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 82.11, 266.00' 17°41'10" S23°31'48"E 81.78' R ai A I, OJL SURVEY1 OR: PHOENIX HOMES I LIZAQETH STANFORD THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL Of I THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. '