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333 2nd Street SITE PLAN 2015LOQ' 10 (LESS THE SOUTH 10 FEET) BLOCK 4 AS SHOWN ON PLAT OF SUBDIVISION "A" ATLANTICBEACH AS � � COUNTY, ��. AS RECORDED IN PLAT BOOK 5, PAGES 69 OF THE CURRENT PUBLIC GRAPHIC S C ALE 30 0 15 30 LOT 9 LOT 11 5.00' 5.00 (FhV FEET) L2_ 1 inch = 50 ft.1.SEAVEVY?), -I 5'B� ARAGE):: •.....20.00° . PROPOSED•N LOT "7 5.00' 5.00' 20.00° Io Ln a' DRI E A CD -V! Cal ® A O .......... ........ A 5 ' 35.00° . ':. R �. C .. COVERED POROw . 10.00' • , 5.00' (7T: 2 50° r 1 F Ptf�z1i. 7 wf DENOTES PROPOSED CONCRETE DENOTES PROPOSED PERMEABLE PAVERS E:FNFR&I NOTES: 1. BEARINGS ARE BASED ON THE WEST LINE OF LOT 10 AS BEING N5'37'00"W. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON ASSUMED DATUM. 3. THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0409H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.EJA.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY, THE F.I.R.M, INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS 51 TE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF ATLANTIC BEACH, FLORIDA. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN MOSE 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 15 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 IMPROVEMENTS, IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. THIS IS NOT A BOUNDARY SURVEY. 17. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE 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 CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT DUVAL 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. 18. A/C PADS MUST MAINTAIN 2' EASEMENT DUE TO Y FROM DRAINAGE PURPOSES. PROPERTY LINE AND CAN NOT ENCROACH INTO p�vpAmD FoRz CS SI HOMES N 0 KIM LOT io (VACANT) e® ' 3.000 94• PROPOSED O z STORY RESIDENOE 35.00° 1t 73.50' V I bo w 6 4 w T SIDE ENTRY 0 n y. C 1� `• � 16 50 v, ,i• 16.50° ' 5.00'R.L. cE BLOCK 20 3D 1 CORNER I� 22.50 __J 90, 10•- �- 2caoa°g�c! o ry S OU25 GASSED _ 2-- t500° STREET SEcOND FINISH FLOOR TO BE 1.3 FT. ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.8' FT. ABOVE THE GRADE ADJACENT TO EXISTING DRAINAGE IDRAINAGE NISH GRADING MUST MAINTAIN THE PATTERN R RN AND NOT BLOCK ANA E FLOW OR IMPACT ABUTTING PROPERTY. MVUS COVERAGE t. LOT Sq. Ft. 7,000 Sq. Ft. 44% CERTIFIED T®.OSSI HOMES r -- - _ E]tOlES BUItDIVO REOTRICRPN VJIR FNO D°WDlES FW ND TL SURVEYING, INC® _ _ BARTRAM LINE TABLE Euv. - DET+Dn;s EiEvanDN F.F. - pENDTES FlnlsT FLDDR LINE DIRECTION LENGTH .T Lt(C) N84'23'00"E 50.00 LUO ILy gp 1] Jjj $ ®Yb6� `�� 284`224 u 108 f904 y 3YSUM NO,. L2(P) N84'23'00"E 50.00 P.I.-DENpTES POINT DF INTERS"CnpN P,N.- OENDTES PENT OF WRVANRf N - DT1016 PaNT DF R �R WRVANRE L3(P) N84'23'00"E 50.00 P.T. N OFNDTFS POIN' �'iAlICGICY NAL SURVEYOR M'D NAPPFA ], TE OF �''�,9;;$Y7��T RI y A 0�4N,�pgpy CERTIFICATE VY• �Vl $=3iYY4J3CdLLYJlYY1V y'ua lH� P:DN - OPi0 PRCrTS90 - DIEMOZ CFAnF.0 & LN"J SURYcI'(R NTS -DENOTES MOTTO .;DICE ls9d&bAY1l hV..@BPr.Y COPYRIGHT 20 q, 5 ©w"'Y" r-' M1/N - (IINOIR NDT APPucrstElAVNueIE cnR. - pENOTEs DPNAGE EEu pFNO1FS ELEDIRIC EASEMENT unurr AumoRlTr N LOT "7 5.00' 5.00' 20.00° Io Ln a' DRI E A CD -V! Cal ® A O .......... ........ A 5 ' 35.00° . ':. R �. C .. COVERED POROw . 10.00' • , 5.00' (7T: 2 50° r 1 F Ptf�z1i. 7 wf DENOTES PROPOSED CONCRETE DENOTES PROPOSED PERMEABLE PAVERS E:FNFR&I NOTES: 1. BEARINGS ARE BASED ON THE WEST LINE OF LOT 10 AS BEING N5'37'00"W. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON ASSUMED DATUM. 3. THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0409H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.EJA.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY, THE F.I.R.M, INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS 51 TE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF ATLANTIC BEACH, FLORIDA. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN MOSE 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 15 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 IMPROVEMENTS, IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. THIS IS NOT A BOUNDARY SURVEY. 17. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE 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 CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT DUVAL 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. 18. A/C PADS MUST MAINTAIN 2' EASEMENT DUE TO Y FROM DRAINAGE PURPOSES. PROPERTY LINE AND CAN NOT ENCROACH INTO p�vpAmD FoRz CS SI HOMES N 0 KIM LOT io (VACANT) e® ' 3.000 94• PROPOSED O z STORY RESIDENOE 35.00° 1t 73.50' V I bo w 6 4 w T SIDE ENTRY 0 n y. C 1� `• � 16 50 v, ,i• 16.50° ' 5.00'R.L. cE BLOCK 20 3D 1 CORNER I� 22.50 __J 90, 10•- �- 2caoa°g�c! o ry S OU25 GASSED _ 2-- t500° STREET SEcOND FINISH FLOOR TO BE 1.3 FT. ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.8' FT. ABOVE THE GRADE ADJACENT TO EXISTING DRAINAGE IDRAINAGE NISH GRADING MUST MAINTAIN THE PATTERN R RN AND NOT BLOCK ANA E FLOW OR IMPACT ABUTTING PROPERTY. MVUS COVERAGE t. LOT Sq. Ft. 7,000 Sq. Ft. 44% CERTIFIED T®.OSSI HOMES r -- - _ E]tOlES BUItDIVO REOTRICRPN VJIR FNO D°WDlES FW ND TL SURVEYING, INC® _ _ BARTRAM Euv. - DET+Dn;s EiEvanDN F.F. - pENDTES FlnlsT FLDDR _ r PLANNERS LAM DMLOPME T CONSULTANT .T N.P O'0 --T RADIUS T'T P.C.0 -DENOTES POINT OF COMPWND WRVANRE W INT. - pENOIES CFNIu LINE INTENff.CIWN LUO ILy gp 1] Jjj $ ®Yb6� `�� 284`224 u 108 f904 y 3YSUM NO,. -- - _ E]tOlES BUItDIVO REOTRICRPN VJIR FNO D°WDlES FW ND TL SURVEYING, INC® _ _ BARTRAM Euv. - DET+Dn;s EiEvanDN F.F. - pENDTES FlnlsT FLDDR _ r PLANNERS LAM DMLOPME T CONSULTANT .T N.P O'0 --T RADIUS T'T P.C.0 -DENOTES POINT OF COMPWND WRVANRE W INT. - pENOIES CFNIu LINE INTENff.CIWN LUO ILy gp 1] Jjj $ ®Yb6� `�� 284`224 u 108 f904 y 3YSUM NO,. P.I.-DENpTES POINT DF INTERS"CnpN P,N.- OENDTES PENT OF WRVANRf N - DT1016 PaNT DF R �R WRVANRE aT 1® ROAD GREEN COVE Sga GSD 3204 F �®� ��4-��:a� P.T. N OFNDTFS POIN' �'iAlICGICY NAL SURVEYOR M'D NAPPFA ], TE OF �''�,9;;$Y7��T RI y A 0�4N,�pgpy CERTIFICATE VY• �Vl $=3iYY4J3CdLLYJlYY1V y'ua lH� P:DN - OPi0 PRCrTS90 - DIEMOZ CFAnF.0 & LN"J SURYcI'(R NTS -DENOTES MOTTO .;DICE ls9d&bAY1l hV..@BPr.Y COPYRIGHT 20 q, 5 ©w"'Y" M1/N - (IINOIR NDT APPucrstElAVNueIE cnR. - pENOTEs DPNAGE EEu pFNO1FS ELEDIRIC EASEMENT unurr AumoRlTr _.. _ _ ._ . .. .. ._ F.I.R.M. FLOOD LONE - NOTATION: without benefit of abstract or W/ ELEVATION: X (N/A) - -_ a - pENOTEs cur cw,rvTY -owpE:un YEA�Nar EASE(E> - pF'NDIES EAsmwi Da+mFs oRurvApE EASEMENT EASEMENT "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made _ PANEL NO.: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartrarn 120077 0409H 6/3/13 Certifications regal ding informa ion GEE-DENOTES UNOBpl0.UCTED pRAJNAG£ c. - oEN°TEs aAY ESDmID WOPERAReE .rte - pENOTEs apruDA PowER Arvp ua+T FS„PpWMp_pp10165T RIVER WATER MANAGEMENT WSiAICT direction and complies with the latest Standards of Trail Surveying make no by the Florida State shown or not shown hereon pertaining to easements, calms _ JDHIYS LONA - pFNOTFS I£T1ER DE YM PNENDM'ENT (cAcMn(E7 - DENOTES crwpmoxu IErTER of Mev REvlsa+ IFlLy DauN practice for Surveys as promulgated Board of Professional Surveyors and Mappers, Chapter of easements, Rights-ot"-way, setback lines, overlaps, PB/PG: reservations or other N/A N.c.D.-DOD sNaSaA cEDDEncwncA 0°°s""" °ID" n �uN F.EM.A. - pENOTES FFDEIIAL CNFACFNCY NN+AGa.,ENT AGENCY fL0CD INWRNICE RATE MAP 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, notations shown hereon. similar matters which may appear in the abstract, or search. -- F.L0.Y.-GENp1FS 0. L - DET o0 W E statues, subject to all notes and DATE: 5/13/15w-DNDESM for the exclusive use of �SCALE:� Ro R�- Np SRDIu _ ppi0TE9 CALWV7W PJt - UENaT61R6+ NCp DElloTEp IRON RPE I.D. - OFNOIES pFNi1FlCAnPV N/A N/A This survey, is prepared and certified the client named hereon and the survey map and repure of REVISION: fD-10.11 3.1m 'DEN°TES PAt#fS) xD.-o-a.-NuusER %ops.-DENDTQ NP DF1A the copies Lhereof are not valid without the signature and PROJECT NO.: FIELD WORK COMPLETED MAP ORIGINALLY SIGNED NN-DaoESNNNa DaDEseRAum1E <• r porvwE.E MD•,pNENr IUENTt`IDAnW As NOTED y 199_15-004 the original raised seal of a Florida licensed surve or and 1 - oENODTcS oEN TE, a•x<• caiwEtE !a wwuMEnT u3 �ooT °T�`Es p u�s o,� Hca ilncAnoN As worm .. N/A mapper_ - - - RAYMOND PAUL SUTHERLAND, P.S.M. 6 SHEET 1 CHECKED BY: MEB/RP OF 1 _q�DR 4,..i(Y - GFNOTES tDT GRADI+D PVN STATE OF FLORIDA i_ICENSE NUMBER LS 6477 DRAWN BY: SILL -, LOT B I• O LO LOT 12 CAN-'nLE'0 62.00' 1 6 E Lis! 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