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11-1026-001777 N. W. 72nd AVENUE SUITE 3025 MIAMI, FLORIDA 33126 TELEPHONE. (305) 262-0400 FAX. (305) 262-0401 DRAWN BY: D.H. JOHN IBARRA & ASSOC LAND SURVEYORS ABBREVIATIONS AND MEANINGS A = ARC AIC = AIR CONDITIONER PAD. A.E.= ANCHOR EASEMENT. AIR = ALUMINUM ROOF. AIS = ALUMINUM SHED. ASPH.= ASPHALT, B.C.= BLOCK CORNER. B.C.R.= BROWARD COUNTY RECORDS BLDG.= BUILDING. B.M.= BENCH MARK B.O.B.= BASIS OF BEARINGS. C = CALCULATED C.B = CATCH BASIN. C.B.S = CONCRETE BLOCK STRUCTURE. CBW = CONCRETE BLOCK WALL. CH.= CHORD. CH.B.= CHORD BEARING. CL = CLEAR C.L.F.= CHAIN LINK FENCE. C.M.E.= CANAL MAINTENANCE EASEMENTS. CONC.= CONCRETE. C. P. = CONC. PORCH. C.S.= CONCRETE SLAB. C. W. = CONCRETE WALK D.E.= DRAINAGE EASEMENT D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY 0 = DEGREES. E = EAST. E.T.P.= ELECTRIC TRANSFORMER PAD. ELEV.= ELEVATION. ENCR.= ENCROACHMENT. F.H.= FIRE HYDRANT. F. I. P. = FOUND IRON PIPE. F.I.R.= FOUND IRON ROD. F.F•E.= FINISHED FLOOR ELEVATION. F.N.D.= FOUND NAIL & DISK. FR = FRAME. FT = FEET. PROP. COR.= PROPERTY CORNER FNIP.= FEDERAL NATIONAL INSURANCE F.N.= FOUND NAIL. H. = HIGH (HEIGHT) IN.& EG.= INGRESS AND EGRESS EASEMENT. Z.B. = Certificate of Authorization Z.B.#7806 L.P.= LIGHT POLE. L.F.E.= LOWEST FLOOR ELEVATION. L. M. E. = LAKE MAINTENANCE EASEMENT. ' = MINUTES. M. = MEASURED DISTANCE. M.D.C.R.= MIAMI DADE COUNTY RECORDS MON. = MONUMENT LINE. MIH = MANHOLE. MIL = MONUMENT LINE. N. A. P. = NOT A PART OF. NGVD = NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. = NOT TO SCALE. #-NO. = NUMBER. OIS = OFFSET. O.H. = OVERHEAD O.H.L.= OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORDS BOOK OVH = OVERHANG PVMT.= PAVEMENT. PL.= PLANTER. PIL = PROPERTY LINE. P.C.C.= POINT OF COMPOUND CURVE. P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. POC.= POINT OF COMMENCEMENT. POB. POINT OF BEGINNING. P.R.C.= POINT OF REVERSE CURVE P.B.= PLAT BOOK. PG.= PAGE. PWY. = PARKWAY. PRM. = PERMANENT REFERENCE MONUMENT. P.L.S.= PROFESSIONAL LAND SURVEYOR. R. = RECORDED DISTANCE. RR.= RAIL ROAD. RES.= RESIDENCE. RIW = RIGHT-OF-WAY. R.P.= RADIUS POINT. RGE.= RANGE. SEC.= SECTION. STY.= STORY. SWK.= SIDEWALK. S.I.P.= SET IRON PIPE L.B. #7806. S.P. = SCREENED PORCH S.= SOUTH. " = SECONDS T = TANGENT. TWP = TOWNSHIP. UTIL.= UTILITY. U.P.= UTILITY POLE. W.M.= WATER METER. W.F.= WOOD FENCE. W.R.= WOOD ROOF. W.S.= WOOD SHED. W = WEST. ?, = CENTER LINE. A = CENTRAL ANGLE. = ANGLE. = WOOD FENCE. -X-X- = CHAIN LINK FENCE. 2222222Z7 = C.B.S. WALL. (C.B.W.) -0.00 = EXISTING ELEVATIONS. F0-.-070 = PROPOSED ELEVATIONS. = TRAFFIC FLOW @ = DRAINAGE MH - - - --------- 81INCe SURVEY No. 11-001983-1 BQUNDARYSCIR►�EY- SHEET No. I OF I I GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch 20 ft. 50.0' TRACT 12 � TOTAL RM NORTH LINE OF TRACT 5 155.50' 66 F.I.P lr2 NA FIP 1/2" + N ' NN u 312.05 Nq�� 82 C.L.F. 83SMK .MNO CAP N"" 25.00' NO CAP + . 0 rthR + + 77 + STREET: teals 41 NN - I + d), ow ASPHALT DRIVEWAY ,fig .(jig + _4 �� J , 65 + A.: 20 ru 75 04 4b W " .8 + + klb 5' C.L.F. co � co klb 86 7 n15 + 21 + 62 64 Arb 4 pp, 11 80 139.39' 12 14 149 .51' (Y 'b\ 60 *v 4 ALUMINUN 5 SHED 13 ASPHALT �_.f C6 AS DRIVEWAY 59 G G Cj 20.00' lb N 04 1� _- . " - - EL V. 2. 6 1.35'x1.35' (P COLUMN 4P 22 8 lb 25 + DECORATIVE 6ry IV + I WALL / 13 0 -A SPHALT- ASPHALT + 4;&V C; DRIVEWAY., 2" RETURN to 23 U ,Novi 11. @�* N Q R' 9 27 CL ✓ IlRiS 6 5 -w 1.35'xl.35' + i� COLUMN L.P. rl,. + 10 28 F. . E. 3. + FIREPLACE low 29 58 A 34 TRA6T X Nlb C�) %G + + 57 + lb(b 30 54 5'39 N + .01 33 X + 35 36 N ELEV.=12.65' + 07 + 2'x4' A/C. a. C14 + NN + + 28. 5' + + 143.16' :7 w t 7@3 w 46 47 N,- Z-) 5' C.L.F. 48 It 70 N 74 VC.L.F. 41 45 cli 44 39 blb 41 N/ rLR N 25.09 NIN + 77 (b ti� F.H. -b 313.24' NN' 114 'F.I.P 1/2" N68 401 , 9 K�* NO CAP 6'W.F. C; EAST LINE OF TRACT 5 REMAINDER OF TRACT 5 (N.A.P.) SOUTH LINE OF TRACT 5 60. 0' 314.60' IOTA R/W B•C. F.I.P 1/2" NO CAP S.W. 67TH STREET LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. -THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. -LEGAL DESCRIPTION PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. -BOUNDARY SURVEY MEANS A DRAWING AND / OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT SHOWN SCALE AND OR NOT TO SCALE. - EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE NOTED. - THE TERM "ENCROACHMENT" MEANS VISIBLE ONAND ABOVE GROUND ENCROACHMENT - ARCHITECTS SHALL VERIFYZONING REGULATIONS, RESTRICTIONSAND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. - FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW, THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE IN FLOOD ZONE -X-, THE SUBJECT PROPERTY DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA. - THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE. 'X" COMMUNITYRANELISUFFI• 120658 0458 L DATE OF FIRM. 09-11-2009 BASE FLOOD ELEVATION: NIA No. Name Diameter (Ft.) Height (Ft.) Spread (ft.) 1 SEAGRAPE 2.00 20 25 2 SABAL PALM 1.50 15 is 3 AUSTRALIAN PINE 1.20 70 20 4 OAK 1.50 30 25 5 OAK 0.80 25 20 6 AUSTRALIAN PINE 1.20 60 15 7 AUSTRALIAN PINE 1.20 70 20 8 AUSTRALIAN PINE 0.80 so 10 9 AUSTRALIAN PINE 1.20 70 20 10 AUSTRALIAN PINE 1.20 70 20 11 AUSTRALIAN PINE 1.50 70 20 12 OAK 0.70 25 is 13 AUSTRALIAN PINE 1.20 60 15 14 AUSTRALIAN PINE 0.80 50 10 is OAK 1.50 35 25 16 OAK 1.30 35 20 17 AUSTRALIAN PINE 1.00 60 is 18 SABAL PALM 1.50 12 12 19 SABAL PALM 1.50 12 12 20 AUSTRALIAN PINE 1.00 so 15 21 AUSTRALIAN PINE 0.70 50 15 22 AUSTRALIAN PINE 1.00 60 15 23 AUSTRALIAN PINE 0.60 50 is 24 AUSTRALIAN PINE 0.60 50 is 25 AUSTRALIAN PINE 0.80 60 is 26 AUSTRALIAN PINE 1.20 70 is 27 AUSTRALIAN PINE 1.00 60 is 28 AUSTRALIAN PINE 1.20 70 15 29 AUSTRALIAN PINE 1.30 70 20 30 AUSTRALIAN PINE 1.30 70 25 31 AUSTRALIAN PINE 0.60 50 12 32 AUSTRALIAN PINE 0.60 50 12 33 AUSTRALIAN PINE 1.00 60 20 34 OAK 0.50 20 15 70 OAK 0.70 25 20 36 OAK 0.70 25 20 klzm No. Name Diameter (Ft.) Height (Ft.) Spread (ft.) 36 OAK 0.70 25 20 37 OAK 0.50 25 15 38 OAK 0.50 25 15 39 AUSTRALIAN PINE 0.50 40 20 40 OAK 1.00 25 20 41 AUSTRALIAN PINE 0.80 so 15 42 AUSTRALIAN PINE 0.70 so is 43 AUSTRALIAN PINE 0.70 so 15 44 AUSTRALIAN PINE 1.20 70 is 45 AUSTRALIAN PINE 0.30 30 10 46 AUSTRALIAN PINE 0.40 35 10 47 AUSTRALIAN PINE 1.00 50 is 48 AUSTRALIAN PINE 1.20 50 20 49 AUSTRALIAN PINE 1.00 so 15 so AUSTRALIAN PINE 0.60 50 is 51 AUSTRALIAN PINE 1.00 70 20 52 AUSTRALIAN PINE 1.50 70 25 53 SABAL PALM 1.00 12 8 54 AUSTRALIAN PINE 1.20 60 20 55 AUSTRALIAN PINE 1.00 60 15 56 AUSTRALIAN PINE 1.20 60 20 57 AUSTRALIAN PINE 1.00 60 is 58 AUSTRALIAN PINE 0.60 50 8 59 AUSTRALIAN PINE 1.00 60 15 60 AUSTRALIAN PINE 0.80 60 10 61 AUSTRALIAN PINE 0.60 so 10 62 AUSTRALIAN PINE 0.80 50 15 63 AUSTRALIAN PINE 0.80 so 15 64 AUSTRALIAN PINE 0.80 40 10 65 AUSTRALIAN PINE 1.00 60 15 66 OAK 0.40 25 is 67 SABAL PALM 1.20 15 10 68 GUMBO LIMBO 0.60 30 10 69 OAK 0.40 1 25 1 15 70 OAK 0.40 25 15 71 SABAL PALM 1.30 12 8 No. Name Diameter (Ft.) Height (Ft.) Spread (ft.) 72 AUSTRALIAN PINE 1.20 50 15 73 BOTTLE BRUSH 0.70 20 10 74 FRANGIPANI 0.80 25 15 75 AUSTRALIAN PINE 0.70 50 is 76 OAK 1.00 30 20 77 AVOCADO 0.50 30 is 78 OAK 1.30 40 20 79 OAK 1.30 40 20 80 FISHTAIL PALM 6.00 25 15 81 SABAL PALM 0.80 12 8 82 PALM 0.50 25 8 83 ALEXANDER PALM 0.50 20 8 84 ALEXANDER PALM 0.50 20 8 85 MANGO 0.70 30 20 86 OAK 2.00 30 30 87 AUSTRALIAN PINE 1.00 60 20 88 OAK 2.00 40 -25 89 OAK 1.00 30 20 90 AUSTRALIAN PINE 2.00 70 20 91 OAK 1.50 35 25 92 AUSTRALIAN PINE 1.00 60 15 93 AUSTRALIAN PINE 1.00 (D 15 94 AUSTRALIAN PINE 0.80 6) 15 95 AUSTRALIAN PINE 1.00 60 15 96 AUSTRALIAN PINE 1.20 60 15 97 OAK 1 1.50 35 20 98 MANGO 1.50 25 20 99 BOTTLE BRUSH 1.50 2C 20 TRACT 11 F.I.P 1/2" NO CAP 29' CL Apo P. 0.81' CL # + 0 4� 87 1�1+ 45.26' Nlb NN CP 88 LO O LL Lu 0 Fa � 9 0) (n W _5Q 0 ryal a EE 332. sz, NE COr alC.*,5fC.C4k'-'4 4.01 l 7r 43 14 f /-Tract /!o (7/ Y t 07 A. t 0181 A _1,9 84 A. 97 9 A AP --COJeAL. -40,wo TAE', AMCE Z. 74 A. 2. Z*8 A. Z Z-5 7 A % SUBJECT in PROPERTY n % jo < 43or, -48 A. SUBJECT EA C ER ,rr C 7,- ac t- 6 True` T Tract 8 z z °-¢e A. v. e43 A Z. Z.57 A Jf. 1A C-ORAL-- L AAIE I w r- 317 or J14 Z. a dw 7-r42cOL 2 2/2 A 0 Z48 A. z 2-o3 A. Z.237 A. laz•*. �n C11. V 4 _914.t. -5.0 Z41' _14- 40 54, Coe IV C .9,E.' LOCATION SKETCH S CA L E = 1" -'21.2': N. T.S. LEGAL DESCRIPTION. 7- TRACT 5, LESS THE SOUTH 160 FEET THEREOF, OF NELSON HOMESITES, A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, AT PAGE 57, OF THE PUBLIC RECORDS OFMIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 6605 SW 69th AVENUE, MIAMI, FL 33143. CERTIFICATIONS. N12 CONSTRUCTION THOMAS D. MARTENS AND NA TA LIA V. MA TENS SURVEYOR'S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI-DADE COUNTY BENCH MARK # SUDLOW AZ. LOCATOR NO. 4025 E @ SW 72 ST. & SW 71 CT .; ELEVATION 11.81 FEET OF N.G.V.D. OF 1929 3). THERE MAYBE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 5). L.B. = Certificate of Authorization L.B.#7806 6). NORTH BASED IN PLAT NORTH. I HEREBY CERTIFY. THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER My SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J -17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. CITY OF SOUT14 MIAMI BUILDING D T. n j STRVCTu ^ :SECTION BY. 0712012011 CARLOS IBARRA (DATE OF FIELD WORK) AVOCADO GUMBO LIMBO LAND SURVEYOR NO. 6770 STATE OF FLORIDA J BOTTLE BRUSH PALM FISHTAIL PALM PINE FRANGIPANI TREE OAK MANGO TRACT A ui j AD +dry to LS # 6770 MEOI�- f?7Tqq F - ThTE 01 � P 89 Vay hW ­7 L.B.14 _j d EAST LINE OF TRACT + No' + 1 94 92 91 93 0.64' CL + F.I.P 1/2" NO CAP LO O LL Lu 0 Fa � 9 0) (n W _5Q 0 ryal a EE 332. sz, NE COr alC.*,5fC.C4k'-'4 4.01 l 7r 43 14 f /-Tract /!o (7/ Y t 07 A. t 0181 A _1,9 84 A. 97 9 A AP --COJeAL. -40,wo TAE', AMCE Z. 74 A. 2. Z*8 A. Z Z-5 7 A % SUBJECT in PROPERTY n % jo < 43or, -48 A. SUBJECT EA C ER ,rr C 7,- ac t- 6 True` T Tract 8 z z °-¢e A. v. e43 A Z. Z.57 A Jf. 1A C-ORAL-- L AAIE I w r- 317 or J14 Z. a dw 7-r42cOL 2 2/2 A 0 Z48 A. z 2-o3 A. Z.237 A. laz•*. �n C11. V 4 _914.t. -5.0 Z41' _14- 40 54, Coe IV C .9,E.' LOCATION SKETCH S CA L E = 1" -'21.2': N. T.S. LEGAL DESCRIPTION. 7- TRACT 5, LESS THE SOUTH 160 FEET THEREOF, OF NELSON HOMESITES, A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, AT PAGE 57, OF THE PUBLIC RECORDS OFMIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 6605 SW 69th AVENUE, MIAMI, FL 33143. CERTIFICATIONS. N12 CONSTRUCTION THOMAS D. MARTENS AND NA TA LIA V. MA TENS SURVEYOR'S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI-DADE COUNTY BENCH MARK # SUDLOW AZ. LOCATOR NO. 4025 E @ SW 72 ST. & SW 71 CT .; ELEVATION 11.81 FEET OF N.G.V.D. OF 1929 3). THERE MAYBE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 5). L.B. = Certificate of Authorization L.B.#7806 6). NORTH BASED IN PLAT NORTH. I HEREBY CERTIFY. THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER My SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J -17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. CITY OF SOUT14 MIAMI BUILDING D T. n j STRVCTu ^ :SECTION BY. 0712012011 CARLOS IBARRA (DATE OF FIELD WORK) AVOCADO GUMBO LIMBO LAND SURVEYOR NO. 6770 STATE OF FLORIDA J BOTTLE BRUSH PALM FISHTAIL PALM PINE FRANGIPANI TREE OAK MANGO SEA GRAPE (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON., REVISED ON. fi -4, A ui j AD to LS # 6770 MEOI�- f?7Tqq F - ThTE 01 � P SEAL stir Vay hW ­7 L.B.14