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23 Coral Street SURVEY 11.20.2019LEGAL DESCRIPTION: LOT 12, BLOCK 8, OCEAN GROVE UNIT No. 1, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO. KENNETH & ALICIA HENTSCHEL; PONTE VEDRA TITLE, LLC; CHICAGO TITLE INSURANCE COMPANY SYMBOL DESCRIPTIONS_ 0 =CATCH BASIN o-= MISC. FENCE q = CENTERLINE ROAD 0 = PROPERTY CORNER COVERED AREA U.B = UTILITY BOX xXX = EXISTING ELEVATION cu = UTILITY POLE L =HYDRANT e = WATER METER MANHOLE O = WELL METAL FENCE WOOD FENCE ABBREVIATION DESCRIPTION. SURVEY NOTES CONCRETE DIVE AND GRAVEL DRIVE CROSS THE PROPERTY LINE ON SOUTHERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND THEY CROSS INTO THE 5' U.E. AT REAR OF PROPERTY. w moo. 12CAICOAI AIl1TCC• PAGE 1 OF I BOUNDARY SURVEY LOT 8 131 -,O( -'K 8 LOT 13 BLOCK 8 Cp MUNIr Y E/ AppR Y pP%41rO Et VED SET 112" IRON ROD LB #7893 , 5.1' 0. FOUND 112" IRON PIPE C, CNCi f.OT 9 s' 50.00' 1 LOT g FOUND 112" 13 LO(' K 8 IRON PIPE E 0.40' b, 0.4' 90° @- . 0. COVERED CONS'. 9.8' O O O 0.5' 0.6' 1 CONC. I& IZ4CONC. CONC. b DRIVE,' WALK N 90°12'00" I, • NEW IMPERVIOUS CALCULATIONS.' TOTAL LOT- 5522 SQ FT EXIS7TNG IMPERVIOUS AREA: 2665 SQ FT CREDIT DRIVE/WALK PERVIOUS AREA • 512@ 45% (230 SQ FT) NEW POOL DECK & COPING.' 214 SQ FT - TO TA L TTOTALIMPERVIOUS.• 2649 SQ FT ISR: 48% LO 1" 1 1 BLOCK 8 4` IRON PIPE GRAVEL', DRIVE CORAL STREET 40' RIW (IMPROVED) COMMUNITY NUMBER. 120075 PANEL: 0409 SUFFIX: J FLOOD ZONE: X FIELD WORK: 11. 11.2019 PROPERTYADDRESS: 23 CORAL STREET ATLANTIC BEACH, FL 32233 SURVEY NUMBER: 394034 9) CENTERLINE 6) CENTRAL /DELTA ANGLE I.D. IDENTIFICATION L LENGTH LB LICENSED BUSINESS N.A.VD. NORTH AMERICAN VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES P.C. POINT OF CURVATURE P.C.C, POINT OF COMPOUND CURVE P -K PARKER KYLON NAIL P.R.C. POINT OF REVERSE CURVE PSM PROFESSIONAL SURVEYOR MAPPER P.T. POINT OF TANGENCY R RADIAL /RADIUS RNV RIGHT OF WAY. SURVEY NOTES CONCRETE DIVE AND GRAVEL DRIVE CROSS THE PROPERTY LINE ON SOUTHERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND THEY CROSS INTO THE 5' U.E. AT REAR OF PROPERTY. w moo. 12CAICOAI AIl1TCC• PAGE 1 OF I BOUNDARY SURVEY LOT 8 131 -,O( -'K 8 LOT 13 BLOCK 8 Cp MUNIr Y E/ AppR Y pP%41rO Et VED SET 112" IRON ROD LB #7893 , 5.1' 0. FOUND 112" IRON PIPE C, CNCi f.OT 9 s' 50.00' 1 LOT g FOUND 112" 13 LO(' K 8 IRON PIPE E 0.40' b, 0.4' 90° @- . 0. COVERED CONS'. 9.8' O O O 0.5' 0.6' 1 CONC. I& IZ4CONC. CONC. b DRIVE,' WALK N 90°12'00" I, • NEW IMPERVIOUS CALCULATIONS.' TOTAL LOT- 5522 SQ FT EXIS7TNG IMPERVIOUS AREA: 2665 SQ FT CREDIT DRIVE/WALK PERVIOUS AREA • 512@ 45% (230 SQ FT) NEW POOL DECK & COPING.' 214 SQ FT - TO TA L TTOTALIMPERVIOUS.• 2649 SQ FT ISR: 48% LO 1" 1 1 BLOCK 8 4` IRON PIPE GRAVEL', DRIVE CORAL STREET 40' RIW (IMPROVED) COMMUNITY NUMBER. 120075 PANEL: 0409 SUFFIX: J FLOOD ZONE: X FIELD WORK: 11. 11.2019 PROPERTYADDRESS: 23 CORAL STREET ATLANTIC BEACH, FL 32233 SURVEY NUMBER: 394034 9) LEGAL DESCRIPTION PROVIDED BY OTHERS 6) DIMENSIONS SHOWN HEREON ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED 7) FENCE OWNERSHIPNOT DETERMINED ENCUMBRANCES NOT SHOWN ON THE PLAT 8) ELEVATIONS, IF SHOWN, ARE BASED ON N. G. VD. 1929 DATUM, UNLESS OTHERWISE NOTED. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMI'ROVEMENTS WERE NOT LOCATED. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATION HAVE BEEN EXAGGERATED TO MORE CLEARL Y ILLUSTRATE 4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT BOUNDARY L INES. RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS ANDIOR LOT LINES. IN.ALL CASES, DIMENSIONS SHALL 5) ONLY VISIBLE ENCROACHMENTS ARE LOCATED, CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. REVISIONS: o Q 9 I.- L M- 00N 0 w r.. W—1 2" wz- cr m Lo Q F` E waV JQZwlL- aOOQ Lli aW- Zw s U5¢ww to NFA U) w Ww CC U) n- 0 c oUJtolv o LLIc p u, W¢ a'O a; o Q o ZOO azo a U) !;i > j I- tu' l,z— U5!wZp2a u a-aOZ(lwz yj ij Cr Lli- to cn w LLj uj o 0 WmLu o Y a O UJ W U coSZZ cn_Q W