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1747 MARITIME OAK DR - SITE & MISC DWG'SMAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC: P11 LIC UTILITIES { APPROVED { i D NIED { NO APPLICABLE TO DE'T °coq �p 9�J 00 6+O N Po/ os O q Po O P ° sp04 d oy S��O OytiF,LMO s. p q0 Fc V-11 ° o 0 9s�0 roo, Oc� ncy� 9 ° ON o. It -9 A F9S S\ �yFtiq \ T - DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE NOTE ALL UTILITIES SHOWN ELEVATIONS SHOWN THUS (11.40) HEREON WERE FROM WERE TAKEN FROM ENGINEERING PLANS AS BUILT DRAWINGS BY TAYLOR &WHITE, INC., DATED 04-15-14 PR VIDED BY CODY°S PR FESSIONAL SURVEYING ELEVATIONS SHOWN HEREON AN MAPPING, INC. REFER TO NAVD OF 1988 12--18-14; JOB #10114 SIGNED. BUILDERS.. ENDORSEMENT SDIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN NAME: DATE; ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 884± SQ. FT. BACK 179± SQ. FT. LOT 100 TREE SCHEDULE LOT SQ. Fl. MINUS EASEMENTS/WETLANDS 6,737 ACRES=6,7 7/43,560 015 ZRES.40= REQUIRED TREE INCHES 6.0 THE REQUIRED USING 2" DIAMETER 70% OF RE WITH NOM NUMBER OF TREE INCHES WILL BE MET TREES. UIRED PLANTED TREES SHALL BE CANOPY TYPE, RE THAN 50% OF THE SAME SPECIES. SIGNED. BUILDERS.. ENDORSEMENT SDIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN NAME: DATE; ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 884± SQ. FT. BACK 179± SQ. FT. LOT 100 MODEL "ANNA MARIA" LOT SIZE 7,200± SQ. FT. DRIVEWAY TO R/W 731± SQ. FT. RIGHT-OF-WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 3,691± SQ. FT. 51% TOTAL EASEMENT AREA 463± SQ. FT. NOTE: BEARINGS BASED ON THE -REVISED HOUSE PLAN; W.O.# 157647; 08-04-17 (OFFICE) CENTERLINE OF MARITIME OAKS DRIVE AS BEING N38'23'04"W THE LOT SHOWN HEREON 1S 1N THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA INC. LAND SURVEYORS - 3751 SAN JdS£ PLACE, SU?£ 15 – JACKSONVILLE, FLORIDA, 32257 – 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 L COV. -COVERED FND. FOUND " F.F.E. FINISH FLOOR ELEVATION1-51 AIC =' AIR CONDITIONER r – ESM•T = EASEMENT I.D. -IDENTIFICATION SKETCH FOR PLOT PLAN ONLY – DOES NOT. REPRESENT OR PURPORT TO SHOW _ CONC = CONCRETE. P.R.M. a PERMANENT REFERENCE MONUMENT - BOUNDARY LINES NOR IS 1T BASED ON A FIELD RUN SURVEY - MON. = MONUMENT I.P. IRON PIPE I.R. = IRON ROD P.T. = POINT OF TANGENCY P.C.P..a PERMANENT CONTROL POINT D = DELTA ANGL CH _: CHORD P.C. POINT OF CURVE P.R.C. POINT OF REVERSE CURVE ALL AMERICAN A a ARC LEN P.C.C. - POINT OF COMPOUND CURVE a.R.L.. BUILDING RESTRICTION ' SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS ( CALC.) = CALCULATED S( ) F•P•&L•= FLORIDA POWER & LIGHT. JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, (R) = Ru� Novo = NATIONAL GEODETIC vERnau MICHAEL A. GARRETT, No. 6643 t INC. (R = RADIAL UNE rk DATUM DA NAVD =� NORTH SCALE 1 "=2Q� f =CENTER UN R/W RIGHT-OF-WAY -x- >• FENCE : AMERICAN VERTICAL DATUM P.I. _ POINT OF INTERSECTION `. J .. (w) WITNESS EOW = EDGE OF WATER- Toe < TOP OF BANK DATE 03-27-17 FLOR , GISTERED S RVEYOR WMAPPER F'. B. X OR. BY BRB DIR, P:\2017\81782-157647-plotplan ORDER NO. 157647 81782 FILE MAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. I PUBLIC WORKS { }APPROVED { } DENIED { } NOT APPLICABLE TO DEPT IN s 091 Ooh \ \ rL \ CoQ SAPQPP�o \ \ e c• , � 'PO�yytis`0 •e. > 110 c^gPL+,o. � / ,o o '°,p �,� •,c� • p �O.'l� ' �. r' CAG ,� 41 OPFSF 00 ��O �s - DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE NC TE ALL UTILITIES SHOWN ELEVATIONS SHOWN THUS (11.40) HEREON WERE FROM WERE TAKEN FROM ENGINEERING PLANS AS -BUILT DRAWINGS BY TAYLOR & WHITE, INC., DATED 04-15-14 PROVIDED BY CSURV ELEVATIONS SHOWN HEREON PROFESSIONAL SURVEYING AND MAPPING, INC. REFER TO NAVD OF 1988 12-18-14; JOB #10114 BUILDERS ENDORSEMENT DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN SIGNED: NAME: DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 8841 SQ. FT. BACK 179± SQ. FT. LOT 100 TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,737 AC ,ES=6,737/43,560 0,15 AC 'ESx40=REQUIRED TREE INCHES 6.0 THE USING 70 WITH REQUIRED NUMBER OF TREE INCHES WILL BE MET 2" DIAMETER TREES. ' OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, NO MORE THAN 50% OF THE SAME SPECIES. BUILDERS ENDORSEMENT DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN SIGNED: NAME: DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 8841 SQ. FT. BACK 179± SQ. FT. LOT 100 MODEL "ANNA MARIA" LOT SIZE 7,200± SQ. FT. DRIVEWAY TO R/W 731± SQ. FT. RIGHT-OF-WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 3,691± SQ. FT. 51% TOTAL EASEMENT AREA 463± NOTE: BEARINGS BASED ON THE REVISED HOUSE PLAN; W,O.# 157647; 08-04-17 (OFFICE) CENTERLINE OF MARITIME OAKS DRIVE AS BEING N38'23'04"W THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 -" LICENSED LAND BUSINESS N0. 3857 Le end COV.' _. COVERED F.F.E.. FINISH FLOOR ELEVATION AIC =AIR - FNO. -. ESM'r . FOUND EASEMENT CONDITIONER I.D. - IDENTIFICATION SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW 1-51 = 4 CONC . CONCRETE P.R.M. a PERMANENT REFERENCE BOUNDARY LINES NOR IS 1T BASED ON A FIELD RUN SURVEY - MON. - I.P. + MONUMENT IRON PIPE MONUMENT P.T. POINT OF TANGENCY - I.R. - IRON ROD P.C.P. - PERMANENTS CONTROL POINT ALL A = CH DELTA ANGLE CHORD. P.C. . POINT OF CURVE : P.R.C. - PONT OF REVERSE CURVE. AMERICAN A _ Rca.C.) ARC LENGTH P•C•C• - POINT OF COMPOUND CURVE S.R.L. _ BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED 8Y SEAL SURVEYORS ( _ F�RI�DA'PowER & LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, P - pCAicuuTED EED PLAT �) - NGVD NATIONAL GEODETIC VERTICAL MICHAEL A. GARRETT, No. 6643 , /LO R . rk - RADIAL. UNE CENTER LINE DATUM NAVD. _: NORTH AMERICAN VERTICAL . 1 "=20° L SCALE „f�% • . R/W .RIGHT-OF-WAY P.I.DATUM - POINT OF INTERSECTION 9 -x- - (w) _ FENCE WITNESS EOW . EDGE OF WATER03-27- TOB - TOP of BANK DATE 03-27-17 FLOR A GIS7ERED S RVEYCR WMAPPER ` -8 F'. B. X DR. BY EIRE! DIR. P:\2017\81782-157647-plotplan ORDER NO. 157647 FILE- 81782 OFFICE COPY off HIP 2, Ridge 2"-2 {I" I s s s s a a s a 8 a s s a s s — 8 8 n r g I $ 8 o 5 ,ILL '� g F a9 Is I I 8 0 5 / - aci 2 - 8 s I �BCS UlLp';16 u107M Cs FtEW9UPPL`f� I F f 12 6 S j� 1� r I �a = �. g g. g1 nr 1 rn rzz 1 9TORV T18 I—ER GPEN TO PBOVE ,. o om oo... Roof Truss Connector List Manuf Product Qt' USP JUS24 5 USP THD26 10 Floor Truss Connector List Manuf Product " Qty USP THD26-2 1 USP THD46 1 J 1 I i I 1 m 20'- 911 10'C n ILIN THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at s to � designer. See individual design sheets s for each truss design identified on the Edia 8 — l e' CEILING T. and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, �T GHGR©5 GPPE 1/T' responsibility of the building designer. Z For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. i documents that arrive with delivered field trusses. Unless noted otherwise, all beams are L7 a g 8 8 8$ I. 8 1 8 8 8 1 8 1 8 8 8 1 8 g�� s r i-� r$'T�T�I� REVISION DATE CHECKED BY 00/00/15 CLIENT s.122 SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL ANNA MARIA ELEVATION COASTAL LOT # DRAWN BY RAS 112 100 ❑7,R9'#017 EF 13391 SCALE: 3/1 6 = 1 r0° i s s s s a a s a 8 a s s a s s f 8 8 n r g I $ 8 o 5 ,ILL '� g F a9 Is I I 8 0 5 / - aci 2 - 8 s I �BCS UlLp';16 u107M Cs FtEW9UPPL`f� I F f 12 6 S j� 1� r I �a = �. g g. g1 nr 1 rn rzz 1 9TORV T18 I—ER GPEN TO PBOVE ,. o om oo... Roof Truss Connector List Manuf Product Qt' USP JUS24 5 USP THD26 10 Floor Truss Connector List Manuf Product " Qty USP THD26-2 1 USP THD46 1 J 1 I i I 1 m 20'- 911 10'C n ILIN THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at 7-21 12 to designer. See individual design sheets E114 for each truss design identified on the Edia 9 w T. and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are L7 a g 8 8 8$ I. 8 1 8 8 8 1 8 1 8 8 8 1 8 g�� s r i-� r$'T�T�I� REVISION FIRST FLOOR LAYOUT SCALE: 3/16" = 1'0" OT �BCS UlLp';16 u107M Cs FtEW9UPPL`f� I F 4627 JP HALL BLVD. SUITE 20B .GREEN COVE SPRINGS, FL 32043 ■ ■ 0: 904.297.9390 F: 904.529.1 406 ITI BEARING HEIGHTS 1 01- 1 1 /S° O 20'- 911 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/15 CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL ANNA MARIA ELEVATION COASTAL LOT # DRAWN BY RAS DATE 100 ❑7,R9'#017 EF 13391 MAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. 00 rL o O G F F oP�c00� pp 6'0 0 g9FQ • y� o 44' pF pF so 00 y , o. � � ,o Lo � � •T p O. �9 / f ��a o� pis \,+��cyT2�\9 , / / 9C,p��0��� �• ,p/9a / O�5�i0.iO�. �. 70 q 45 F45 Ul •� �O ro�>j� \ / / to �' G� 9, ON o Fjs�r o �9s S\ C` F2w \ --�- DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE NOTE ALL UTILITIES SHOWN ELEVATIONS SHOWN THUS (11.40) HEREON WERE FROM WERE TAKEN FROM ENGINEERING PLANS AS -BUILT DRAWINGS BY TAYLOR &WHITE, INC., DATED 04-15-14 PROVIDED BY CODY'S ON ERE ELEVATIONS SHOWN H PROFESSIONAL SURVEYING REFER TO NAVD OF HERE AND MAPPING, INC. 1988 12-18-14; JOB #10114 TREE SCHEDULE BUILDERS ENDORSEMENT DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN SIGNED: LO .SQ. FT. MINUS EASEMENTS/WETLANDS 6,737 NAME: AC ES=6,737/43,560 0.15 DATE: AC ESx40=REQUIRED TREE INCHES 6.0 TH REQUIRED NUMBER OF TREE INCHES WILL BE MET ALL PAVERS USI G 2" DIAMETER TREES. ALL MEASUREMENTS ESTIMATED 70 OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, FRONT 884± SQ. FT. WI NO MORE THAN 50% OF THE SAME SPECIES. BACK 179± SQ. FT. LOT 100 MODEL "ANNA MARIA" LOT SIZE 7,200± SQ. FT. DRIVEWAY TO R/W 731± SQ. FT. RIGHT-OF-WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 3,691± SQ. FT. 51% TOTAL EASEMENT AREA 463± SQ. FT. NOTE: BEARINGS BASED ON THE CENTERLINE OF MARITIME OAKS REVIS D HOUSE PLAN; W.O.# 157647; 08-04-17 (OFFICE) THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN DRIVE AS BEING N38'23'04"W ON FLOOD INSURANCE RATE ALL AMERICAN MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend COV. COVERED F.F.E.. FINISH FLOOR ELEVATION A/C =AIR CONORIONER _ 5 FND. ESM7 FOUND EASEMENT I.D. - IDENnFlCAnoN ' SKETCH .FOR PLOT. PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO .SHOW —4 coNc CONCRETE P.R.M. - PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY .MON. I.P. MONUMENT IRON PIPE MONUMENT PT POINT OF TANGENCY I.R. IRON ROD P C.P. - PERMANENT CONTROL POINT ALL A CH ( DELTA ANGLE CHORD P C . POINT. OF CURVE P.R.C. - POINT OF REVERSE CURVE AMERICAN A ARC LENGTH P.C.C. - POINT of COMPOUND CURVE B.R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS (CALC.) RADIUS F.P.&L.- FLORIDA POWER B LIGHT JAMES D. HARRISON JR No. 0 2647 OF FLORIDA, D) P PEED PLAT (TMP•) - TYPICAL NGVD = NATIONAL GEODETIC VERTICAL MICHAEL A. GARRETT, No. 6643 r INC. R li RADIAL LINE CENTER LINE DATUM NAVD - NORTH AMERICAN VERTICAL SCALE 1"=20' ' R/W RIGHT-OF-WAY P.I.DATU.. POINT OF INTERSECTION!. .. — 9 - —x— (W) FENCE WITNESS EOW - EDCE OF WATER Toe - TOP OF &wN DR. BY BRB DIR 10 DATE 03-27-17 FLOR A GISTERED S RVEYOR MAPPER P:\2017\81782-157647-plotplan ORDER NO. 157647 -8 FILE 81782 F. B.