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1828 ATLANTIC BEACH DR RES25-0208 Alderman-Site PlanSITE PLAN LOT 60 AS SHOWN ON PLAT ATLANTIC BEACH COUNTRY CLUB AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC GRAPHIC SCALE \ 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. ® DENOTES PROPOSED PAVERS DENOTES PROPOSED CONCRETE LW - DENOTES 3'LEAD WALK GT DENOTES CHEMICAL TOILET ?1�_- DENOTES FUTURE 4" TREE **SETBACKS** FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY, EXCEPT CORNER/DOUBLE-FRONTAGE LOTS, FOR WHICH THE NON -ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF .0 C' V' GENERAL NOTES: \ 1. BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING 532'41'16"E. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120075, PANEL NUMBER 0406J, DATED, NOVEMBER 2, 2018, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE CITY/COUNTY/COMMUNITY FLOODPLAIN MANAGEMENT TEAM. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"=30' OR SMALLER. 8. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS MUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 21. THIS SITE PLAN IS TO BE USED FOR THE PROPOSED LOCATION OF RESIDENCE ONLY, PLEASE REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL HOUSE PLANS FOR CONSTRUCTION AND SPECIFICATIONS. PREPARED FOR: RIVERSIDE HOMES LEGEND - LINE TABLE Eft - EDGE OF WATER LINE DIRECTION LENGTH _1 (P) S32'41'1 6"E 80.00 L2(P) 557'18'44"W 120.00 L3(P) N32'41'16"W 76.76 L4(P) N9'31'53"W 3.52 L5(P) 557'18'44"W 118.61 .0 C' V' GENERAL NOTES: \ 1. BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING 532'41'16"E. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120075, PANEL NUMBER 0406J, DATED, NOVEMBER 2, 2018, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE CITY/COUNTY/COMMUNITY FLOODPLAIN MANAGEMENT TEAM. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"=30' OR SMALLER. 8. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS MUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 21. THIS SITE PLAN IS TO BE USED FOR THE PROPOSED LOCATION OF RESIDENCE ONLY, PLEASE REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL HOUSE PLANS FOR CONSTRUCTION AND SPECIFICATIONS. PREPARED FOR: RIVERSIDE HOMES LEGEND - BUILDING COVERAGE Eft - EDGE OF WATER MID - FOUND WIG - MP OF BANK TOS -TOE OF SLOPE BOC - BACK OF CURB EOP - EDGE OF PAVEMENT CRIS - OFFICIAL RECORD BOOK B.R.L. - BUILDING RESTRIC1MN UMITS/UNE - EF.F. LEV - FINISH NISHELEVFLOOR TION Ulf - LICENSE BUSINESS NUMBER NSP - NBCHBORHOOD 97 PLAN GAR. - GARAGE A/C - NR CONDITON LOP - LOT GRADING PLAN FFP -FROM FURTHEST PRO.ECTION R/W - RIGHT OF WAY MEG - MATCH EASTING GRADE �- BREAK UNE NG - NATURAL GRGUND/GRADE FE _ CENTERLINE P. C. - PONT OF COMPOUND CURVATURE P.I. - POINT OF INTERSECTION R.P. - RADIUS POINT C - CURVE L - UNE (NR) - NCN-RADIAL CL INT. - CENTERUNE INTERSECTION P.C. - PONT OF CURVATURE (P) - PLAT (D) - DEED P.R.C. - PONT OF REVERSE CURVATURE P.T. - PONT OF TANGENCY (M) -MEASURED (R) - RADIAL P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER (C) - CALCULATED P.LS. - PROFESSIONAL LAND SURVEYOR N/A - NOT APPLICABLE/AVAILABLE I.P. - IRON PIPE I.D. - IDENTIFICATION JEA-E - JEA EASEMENT EE - ELECTRIC EASEMENT MH - MANHOLE DB - DEED BOOK U.E - UTUTY EASEMENT U.D.E - UNOBSTRUCTED DRAINAGE EASEMENT VOL - VCUME FB - FIELD BOOK EASE.(EXESMT) - EASEMENT D.E. - DRNNAM EASEMENT PG - ) NO. - NUMBER LAAM( CCU. - GUY COUNTY UPUTY AUTHORITY CEC. - CLAY ELECTRIC COOPERATIVE N.T.S.NT- NOT TO SCAUE JEA - JACKSONWLLE ELECTRIC AUTiOiITY ,, L - FLORIDA MINER AND LIGHT 388 SJRWMD - ST JOHNS RIVER WATER MANAGEMENT LOMA - UETiER OF MAP AMENDMENT DISTRICT (C)LOMR(F) - (COIIDITIONAL) LETTER OF MAP REMSION (FILL) N.G.D. - NATIONAL GECDEPC VEITRCAL DATUM N.AV.D. -NORTH AMERICAN VERMCAL DATUM Ft. r1ER% EYEUGxENpANAG F.En uA _ Z_ Y MANAGEMENT AGENCY 6,932 OF UNIT RECORDS 2 OF DUVAL COUNTY, FL. NOTE: PER ARB, FINISH FLOOR ELEVATION MUST BE 24" ABOVE GRADE SOD BREAKDOWN BUILDING COVERAGE COVERED LOT % Sq. Ft. S . Ft. 4,236 9,598 44.1 NOTE: PER ARB, FINISH FLOOR ELEVATION MUST BE 24" ABOVE GRADE SOD BREAKDOWN ESRMATTE�R��� TOTAL LOT AREA 9,598 Sq. Ft. R/W TO CURB 1,093 Sq. Ft. GROSS SOD AREA 10,691 Sq. Ft. DEDUCTIONS FOUNDATION SLAB 4,236 Sq. Ft. DRIVEWAY 824 Sq. Ft. LEAD WALK 170 Sq. Ft. STEPS 27 Sq. Ft. SIDEWALK AREA 320 Sq. Ft. A/C PAD(S) & UTILITY YARD AREA 388 Sq. Ft. POOL 967 Sq. Ft. TOTAL DEDUCTIONS 6,932 Sq. Ft. NET SOD AREA 3,759 Sq. Ft. IMPERVIOUS COVERAGE CERTIFIED T0: RIVERSIDE HOMES IMPERVIOUS Sq. Ft. HOUSE W/PORCH & STEPS UTILITY PADS & STOOP 4,236 Sq. Ft. 67 Sq. Ft. DRIVEWAY 604 Sq. Ft. o t�'o �+ 'i �` F FRONT LEADWALK 105 Sq. Ft. UTILITY YARD 161 Sq. Ft. 050% SIDE LEADWALK 66 Sq. Ft. D+�f' POOL DECK/COPING 460 Sq. Ft. SERVING THE d COMMUNITY 0 POOL/SPA (WATERS EDGE) 253 Sq. Ft. 0 50% L I SH6� ,09 COPYRIGHT LOT Sq. Ft. TOTAL 5,952 Sq. Ft. 9,598 Sq. Ft. 62.0% CERTIFIED T0: RIVERSIDE HOMES LAND SURVEYORS a 0 BARTRAM TRAIL SURVEYING, INC. z o t�'o �+ 'i �` F LU tz 1501 COUNTY ROAD 315, SUITE NO. 106 _0 LU z GREEN COVE SPRING, FL 32043 gzo 0CIL. (904) 284-2224/(904) 284-2258 �< .JR YEARS D+�f' WWW.BARTRAMTRAIL.NET SERVING THE d COMMUNITY 0 LAND DEVELOPMENT CERTIFICATE OF AUTHORIZATION LB #6991 L I SH6� ,09 COPYRIGHT CONSULTANTS © 2025 I HEREBY CERTIFY, that this survey graphically represents NOTATION: The survey hereon was made without benefit of abstract or F.I.R.M. FLOOD ZONE W/ ELEVATION: X (N/A) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram PANEL NO.: 120075 0406) 11/2/18 direction and complies with the latest Standards of Practice for Surveys as promulgated by the Florida State Trail Surveying make no Certifications regarding information shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FB/PG. 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. DATE: 4/23/25 SCALE: 1"=30' N/A N/A This survey is prepared and certified for the exclusive use of FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of PROJECT NO.: REVISION: the copies thereof are not valid without the signature and N/A the original raised seal of a Florida licensed surveyor and mapper. 1349-25-034 THOMAS P. HUGHES, P.L.S. STATE OF FLORIDA LICENSE NUMBER LS 3507 1 DRAWN BY: RR CHECKED BY: RC SHEET 1 OF 1