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HomeMy WebLinkAboutSurveyLOCATION SKETCH: SCALE N.T.S. WILLIAM AVENUE I g Remainder BLOCK29 (Pb. B, Pg. 106) 10' BUILDING BABE LINE r/ 0.1 my � V SURVEYOR'S REPORT : CHARLES AVENUE — P. 1. MAP OF BOUNDARY SURVEY FOR PROPERTY: 3227 CHARLES AVENUE, MIAMI FLORIDA 33133, VACANT LAND 2. LEGAL DESCRIPTION : The West 40 feet of the East 92.50 feet of the South 118 feet, Block 29, of "FROW HOMESTEAD" ; according to the Plat Thereof as Recorded in Plat Book B at Page 106; of the Public Record of Miami -Dade County, Florida. ' 1.a. MAP OF BOUNDARY SURVEY FOR PROPERTY: 3247 CHARLES AVENUE, MIAMI FLORIDA 33133, VACANT LAND 2.a. LEGAL DESCRIPTION : The West 50 feet of the East 142.50 feet of the South 118 feet, Block 29, of "FROW HOMESTEAD" ; according to the Plat Thereof as Recorded in Plat Book B at Page 106; of the Public Record of Miami -Dade County, Florida. 3. SOURCES OF DATA (VERTICAL CONTROL): Flood information Based on the Flood Insurance Rate Map of the Federal Emergent Management Agency. (NGVD 1929) F.I.R.M. date 09-11-2009 Flood Zone: X Base elevation: N/A Community: 120650 Panel No. 0476 Suffix: L BM used: CG-23 (4144 S) Elevation: 17.87' 4. SOURCES OF DATA (HORIZONTALCONTROL): The North Arrow and Bearings as shown hereon are based of bearings value S 28°49'45"W along the center line of Main Highway, according to the Plat Thereof as Recorded in Plat Book 106 at Page 54; of the Public Record of Miami -Dade County, Florida. 5.ACCURACY : The accuracy obtained by measurement and calculation of closed geometric figures was found to exceed this requirement. 6. LIMITATIONS : - Since no other information other than what is cited in the Sources of Data were fumished, the Client is hereby advised that there may be legal restrictions on the Subject Property that are not shown on the Survey Map or contained within this Report that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. - Land shown hereon were not abstracted for easements and/or right-of-way of record except as shown on the Record Plat if any. - The Surveyor makes no representation as to ownership or possession of the Subject Property by any entitie or individual who may appear of public record. - No excavation or determination was made as to how the Subject Property is served by utilities. - No improvements were located, other than those shown. - No underground foundations, improvements and/or utilities were located or shown hereon. - This notice is required by the "Minimum Technical Standards for Land Surveying in the State of Florida", pursuant to Rule 61g17-6 of the Florida Administrative Code. Notice is hereby given that Sunshine State One Call of Florida, Inc. must be contacted at 1-800-432-4770 at least 48 hours in advance of any construction, excavation or demolition activity within, upon, abutting or adjacent to the Subject Property. This notice is given in compliance with the "Underground Facility Damage Prevention and Safety Act", pursuant to Chapter 556.101-111 of the Florida Statutes. ABREVATIONS AND LEGEND: A =arc =degrees B.B.Q.=barbecue E =east B.O.B.=basis of bearings ENC. encroachment B.M. =bench mark FIP =found iron pipe B.C. =block comer FIR =found iron rebar BLDG.=building F.F.E. =finish floor elevation C.M.E=canal maintenance F.N&D=found nail and disc easement. C. =calculated CH. =chord distance CH. B.=chord bearing C.B.S. concrete block structure CL =clear CONC= concrete 0 =diameter D =central angle DH. =drill hole D.M.E.=drainage maintenance easement HT. =high (height) P L.F.E. =lowest floor elevetion P / L.M.E. =lake maintenance easement PL. L.S. =land surveyor P.0 (M) =measured distance P.0 M / L monument line P.R N / A =not applicable N & D =nal & disc P.R. N.G.V.anafionalgeodetic vertical datum P.T N =nodh R N.T.S =not to scale RN No. =number R / 0 / S =offset O.U.L. overhead utility line O.R.B. =official record book P =plat P.B. =plat book P.C. point of curvature PG. =page P.C.P.=permanet control point U KWY =parkway L =property line =planter .B =point of beginning .0 =point of commencement .0=point of revrse curvature M =point of refemce monument =point of tagency =radius G =range R =railroad R / W =right-of-way SWK =sidewalk SEC. section S =south T tangent TWP. =township U.E =utility easement TIL. =utility W =west AIR CONDITIONER o FIRE HYDRANT © CABLE TV BOX E WATER METER E ELECTRIC BOX El TELEPHONE BOX FPL BOX CPP& CONCRETE POWER POLE WPC WOOD POWER POLE LP - LIGHT POLE LIH UNKNOWN MANHOLE Ea CATCH BASIN —x— CHAIN LINK FENCE ., — WOOD FENCE METAL BAR FENCE _�— CENTER LINE SPOT ELEVATION A TEMPORARY BENCHMARK CMp WATER VALVE rso SEWER VALVE C61 GAS VALVE TRAFFIC SIGN Ri-f' STOP SIGN FOR MORE INFORMATION VISIT US ON THE WEB CERTIFY TO : 3227 CHARLES, LLC 3247 CHARLES, LLC NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Survey Maps and Reports by other than the signing party are prohibited without the written consent of the signing party. (See 2 of 2) 1060 West 46th Street, Hialeah, FI. 33012 P. 305_362_7926 F. 305_558_5126 M.frank@surveyinflorida.com Date: 12-1 0-2010 _lob No.1 0-6090F Sheet No. 1 of 2 NEW BEARINGS, INC. SURVEYOR AND MAPPERS LB. 7611 north central and south florida 60 BOUNDARY SURVEY: SCALE 1" : 20' Lci FIF'j"0 (NO ID) 5'ht. CLF 0 CO 0.60'-1— F.D.H. ors 0.52' S. 0.10' West \i 50.00' Remainder BLOCK 29 (Pb. 8, Pg. 106) P/L S8929'55"Ecr{NN0A1116) d 0 VACANT I LAND (AREA=10,620 S.P. / 0.24 AC.) 3247 Charles Avenue West 50' of the East 142.5' of the South 118, BLOCK 29 (Pb. B, Pg. 106) 10 FT BUILDING BASE LINE 90.00' 0 10 20 30 40 50 GRAPHIC SCALE I":20' (IN FEET) 3227 Charles Avenue West 40' of the East 92.5' of the South 118, BLOCK 29 (Pb. B, Pg. 106) FIR;"0^ "^"'" (BEC 0129) o/s 0.36' South 40.00' €FIP"0 (NO ID) 1-1.09' 1--5'ht. CLF 1 1 3.50' 5' CONC.i SWK " R/WL. ".:r4at.:4551W . • 20'' 4SPMACT PA.VEMENi f C'ONC; P,P{! . `:; :?.:.::.:.:.::::::............ • CHARLES AVE. (30' TOTAL RIW PER PLAT) SURVEYOR'S CERTIFICATE : I hereby certify: That this 'Boundary and Topographic Survey" and Report resulting thereform was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said "Boundary and Topographic Survey" meets the intent of the applicable provisions of the " Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61 g 1 7-6 of the Florida Administrative Code and its implementing law, Chapter 472.027 of the Florida Statutes. By: 0 CO T W If! rn 1 0 v) J a 5250: (M) M) 266.44' (M) 1/ 1— uel Garay Professional Surveyor and Mapper No. 6592 State of Florida P.C.P. 1060 West 46th Street, Hialeah, FI. 33012 P. 305_362_7926 F. 305_558_5126 M.frank@surveyinflorida.com Date: 12-10-2010 Job No.10-6090F Sheet No. 2 of 2 NEW BEARINGS, INC. SURVEYOR AND MAPPERS LB. 7611 north central and south florida