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1633 Selva Marina Dr RESO20-0020 TOPO SurveyMAP SHOWING TOPOGRAPHIC SURVEY OF LOT 5, BLOCK 6 AS SHOWN ON PLAT OF SELVA MARINA UNIT 5 AS RECORDED IN PLAT BOOK 30, PAGE 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO, SELVA MARINA UNIT NO. 6 MICHAEL ALAN FERGUSON PLAT BOOK 34, PAGES 51, 51A & 518 KART JAMES FERGUSON LOT 20, BLOCK 6 LOT 19, BLOCK 6 LOT 21, BLOCK 6 („) (N11756'50"W ("'9) 150.00'(P)(M) 11.1 ( ) 0.3' 1 (11.6) © (12.1) V WIDE CONCRETE WALL (12.5) 0.1' (136) 13.8 3' WELL x x I x I x x :* 00 LOT 5, BLOCK 6 12.0) (12.0) L i LO (12.3) x x (12.2) w U 2 CONCRETE BLOCK WALL x 4 0 (12.6) Ie 0 (10.8) i o M x A YARD DRAIN I A x m 6 PVC To EL.=12.80 (13.4) ELY INV. EL.=10.30 18,2 I U 17.7' 14.9' -,,h oo `/ POOL x % ^ 3 II I m C615.3 x x 4.1' a.3• I •3• 2.4' - - - ---- / 4.0' a PAVERS 6' Wp0.1� Op x CARPORT - v FEN I 7 GARAGE (12.4) �� ry FFE=13.04 �, x z a �� (12.9) W T I L E D E C K �^ (13.7) O 13.1'I 19.6' 3 n p O O a O pOj00 CONCRETE OVERHANG(TYPICAL)00 O U ^ (15.5) : ,� PAD FOR PUMP O EQUIPMENT r ^ J co WOOD _ co POST U (13.9) a U1 6 O 42.8' -- .6 15.3' 17.3' 16.8• 24.4' (171) m (165) 1 & 2 STORY FRAME CONCRETE W DWELLING NO. 1633 A/C PAD O (15" EAVES) - v 2.6 0. 3 ZI J O CONCRETE DRIVE N FFEz 14.33 3 cd P W 00o COVERED 4.0' 2'6 21.8'co 3 Z - .6 TILE ENTRY 0.3 b o (13.2) (12.4) - o o TILE 38.3' % 4' WOOD 0,9' (12.2) (14.3) -. cv cv FENCE COVERED (12.2) 43.8' 21.7' (12.3) TILE ENTRY (12.7) (12.5) TILE TILE 40' BUILDING RESTRICTION UNE (PER PLAT) WALK (11.7) (11.7) (11.6) (11.9) _k(9.5) N N U) CONCRET- (9.3) (9.6)(10.0) N1 I '56'50"W CONCRETE WALK (10.9) �1.0) CONCRETE DRIVE 150.00'(P)(M) (9.1) (8.0) ,•r (8.2) (8.6) (8.4) (7.72)LEFERENCE: 7.80) 8.00) (8.22) zo BENCHMARK: SELVA MARINA DRIVE (100' R/W) PK NAIL SET LB 1704 (COUNTY ROAD NO. 551) ELEVATION=9.16' DEED BOOK 608, PAGE 8 NOTES:(NAVD 88) 1. BEARING BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT 2. THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS COMMUNITY PANEL NO. 12031C -0409J, DATED NOVEMBER 02, 2018. 3. DISTANCES SHOWN THUS: (P) REFER TO THE ABOVE MENTIONED PLAT. DISTANCES SHOWN THUS: (M) REFER TO ACTUAL FIELD MEASUREMENTS OR COMPUTATIONS THEREFROM. 4. ELEVATIONS SHOWN THUS: (XX.X) AND REFERS TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). Surveyed and Prepared By: RICHARD P. _ CLARSON AND ASSOCIATES, INC. Professional Surveyors and Mappers 1643 Naldo Avenue, Jacksonville, FL 32207 Phone: 904.396.2623 Website: clarsonfl.com - Proudly Surveying in Jacksonville and Northeast Florida since 1952 - (10.9) 307.71'(P) X00 �D (9.7) 305.88'(M) .- REVISED ON 04/01/21: TO SHOW NEW IMPROVEMENTS 1 hereby certify that this survey, per;oj1npd jun IOq rrny> responsible direction meets the standards of practicg.lbry'a Sy� }y'g}�otS in' accordance with Chapter 51-17, Florida Adminlitr' iv_.p�'{P,df, �7'Cq Section 472.027, Florida Statutes), and further celtif.Ell a1�le{Y61�',tDwb1e' encroachments upon the subject property eXcepf 3s`16wri Date of Survey: SEPTENIBEIO, ZO�rg3 .LZM Survey Scale: 111=201 71Revlv3eBp; WDP Field Bkkl Pg: 9 5 71 `' 20057 Crew i f: �i d .I Professional Surveyor and MapperV-6 67.97 6Qate'of:Flori . a WILLIAM D. PINKSTON d �tZ.�Z6 Z 1 SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S EAL LEGEND • FOUND 112" IRON (NO CAP) O SET 1/2" IRON (LB 1704) CH CHORD DISTANCE R RADIUS L ARC LENGTH PC POINT OF CURVATURE PT POINT OF TANGENCY R/W RIGHT OF WAY IV IRRIGATION VALVE REVISED ON 04/01/21: TO SHOW NEW IMPROVEMENTS 1 hereby certify that this survey, per;oj1npd jun IOq rrny> responsible direction meets the standards of practicg.lbry'a Sy� }y'g}�otS in' accordance with Chapter 51-17, Florida Adminlitr' iv_.p�'{P,df, �7'Cq Section 472.027, Florida Statutes), and further celtif.Ell a1�le{Y61�',tDwb1e' encroachments upon the subject property eXcepf 3s`16wri Date of Survey: SEPTENIBEIO, ZO�rg3 .LZM Survey Scale: 111=201 71Revlv3eBp; WDP Field Bkkl Pg: 9 5 71 `' 20057 Crew i f: �i d .I Professional Surveyor and MapperV-6 67.97 6Qate'of:Flori . a WILLIAM D. PINKSTON d �tZ.�Z6 Z 1 SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S EAL