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1927 BEACH AVE - POOL SITE PLAN476-58! 0 MaE POINT 1481-57'WE OPPOS7E R-42 DEPARTMENT OF NArJRAL mmoijRcm b� MONUMENT NO. 72-81-AI9 JULY, loaq. L *AANGLE POINT PPOSIW R-43 0 0 V) 0 0 UI z rn 0 0 z 0 _k 0 Z 58 0 z rn m F7 LOT 53 RETAINING A Y BhTEAIK'�NGWAW �Ml.lt ES TE > < SOUTHERN EXTEN 0 LOT5 R TA 13 'EA NIN WA WAY ES I K ' 'MU l\j SOUTHERN EX 4EN EXT 0 m : 40' 7"E 1 87 0 , Ir N 9,40,187.50' IRON CUT 3 0. 0 7 �4AAY C.M. �i, 9'40'47"LE EllWOOD FENCE 0.4'XISIING)FENCE BREAK -AWAY C.M.U. SCR WAN h. -'/7 WOOD e 0 > V. < Z RMNE 2ARAgE �_i -7 S. > PAVERED F7 DRIVEWAY i`Q LINE Lor Ow 11 "'m "' 1 17 OF CCCL FIR WACO DAM PAD XtN�l� NOT M948-0 C-) WOOD FRAME t UK AIK (D 0LINE OF 20' S.R.L. oI 00 - CZA,'nMVER _T1 8 C Y ABV. BALCORY_ HOUSE TO NOT EXTEND OVER 4 ca PA\oERED WALK 20' FRONT B.R.L. A -BREAK -AWAY .M.U. SCR EN %r 6' W10D FENFE llwVYC.M.U. S89 4 W C. ( 589'4 37'W 5Fl _1' '1Z BENCH MARK: > SOL THERN EXTENTS OF FOUND MAGNAIL & DISK (LB3672)m SRI AK -AWAY CMU ESTATE - NEAR EAST EDGE OF PAVEMENT OF REAINING WALL BEACH AVENUE & 9.0' SOUTH OF SOUTH PROPERTY LINE @ 1927 BEACH AVENUE, ELEVATION 20.85 N.A.V.D. (1988) 0 LOT 51 > Z m 1170 -4 p41.1 rill 0) ANGLE POINT cil OPPOS17E R-44 NPARIMT OF NATURAL REsOuRcEs MMA*XT NO. 72-M-AI7. ,ABY. 1999. NORTHINQ 2186220.9 EASTIM 5301133.1 STORY FRAME RESIDENCE NQ. 1931 2 STORY FRAME RESIDENCE NO. 1917 NORTHERN EXTENTS OF 4' H. POOL FENCE m I 40' o r-, I WIN I Q � I S BE rH U E RAS S(�, M; �s � . E, aI C E EEN 0 & IE zj Ca IE 40 ' TEMP. SILT E E 7 RRIC 0 NS FRTRUCTI OM LAND St F SEAWALL TO CCD CL E FO NO pi , NO SOUTHERN EXTENTS OF 4' H. POOL FENCE n m Ti n X - - - - -- - - -- - - - - - - - - - - :_ LL 0 U) 3 Z 0 0 Z 9N 0 15 1 T E L A N 50ALE: l`=20`-0" z m 2Z.F. E020TERN11-16-22LATION HOUSE AND C-ARACE (INCLUDES ALL CANTILE\/F_R5, ROOF OVERHAN65, DECKS, AND 5TAIR5) = 43ci2 S.F. CUT /-FILL GUT FILL IMPORT FILES 52 cu..yrds, co z C -RADE BEAM 16 _cu. rds. NEN POOL 68 cu. yrds, z 51 TE 6RAD I N6 64 lq6 cu. t4rds. OLD POOL AREA 148 cu- rds. REWIRED FILL w 03 0 205 cu. rds. u- LLJ 0 AL COASTLINE I CON5TRXJ FLOOl TION - I � ZONE 'X'—L-r�R 2Z?E 'AO' �-61ENERAL PERMIT LINE CONTROL Jv PROPERTY LINE ;vrp-L� Z, I �_TRAVER5E LIN-"BUILDINQ5 q14ALL MEAN THE VERTICAL DISTANCE FROM THE APPLICABLE M61NNIN6 POINT OF E HE16W Of T TO THE Hl&fET POINT OF A EULDIN65 ROOF STRIXTURE ORP AND ANY ATTACHMENTS T14ERETO, MU61VE Of CHIMNEYS, TW APPROMATE METHOD Of DETERMININ6 THE MAXIMUM ALLOK45LE HOUSE T NOT HEIC-44T OF WILDIN6 %IAU JET- L15W IN ACCORDANCE WITH THE FOLLONINS, it EXTEND C -IN U 20' FRONT B.R.L. u_',�Tm AO 1 A5 TIS BESINNIN6 POINT OF E) CENTER LINE OF--1APPROX TOF+­i BEACH AVENUE Of DRIVEKAY 1 71 ------ A j �A A ftTE&A RR 4'h. POOL PENCE 4'KDE HOOD DUNE WALKOVER D -H - - - - - - - - - - PAD 50' OFF 6RAvE MAX. BURIED 021.161 XgLKHEAD (1:5 SLOPE) SOF SARA6E (TOP OF HOUSETOP OF EXISTING GRADE (IN FOREeROM) ) SLAB) �W ILL (+xxxx' NA`, T+- p$ oymFOf FPLArBM%TILL &Dk4EST HORIZONTALAS DEPICTED BY HATCH BION CONTROL LINE 57RZTUAL MEMSM ExisTiNs N= POST fit —FILIN66I F RZFER TO STRXTLIRAL ENC71NEERIN6 %4MT5 SEANARE-) EDGE OF r:NrLC5 D GARAGE TO 5EANARD EDGE OF OUTDOOR SHOWER PAVER PAD (5E'ro TE E`5 E C T I U`N A A +-loo'-dj" TO 5EANARP EDGE OF EN01-0517-D 51-RucruszE SCALE; Ill= 201-011 TO SEAWARD EDGE OF POOL DATUM -&,5 TO 5EAKARD EDCE! OF PA\/ER15 +-11"V-04" TO SEANARD EDGE OF BALOONir=5 TO 5EAAARD EDGE OF 5RZAK-ANAY G.M.U. 50REEN NALL +-155'-O�" TO 5EANARP EDGE OF FILL +-164'-21" TO 5EAKARCI EDGE OF POOL FENCE %VIA!_-xom= Ig-Tolildionag L-5EAWNAL H16H L -MEAN HIGH WATER LINE WATER LINE COMMUNITY DEVELOPMENT DENIED NAVV,t)ATLANT ITEAK 1) THESE PLANS ARE DESIGNED 70 BE IN COMPLIANCE KITH THE STANDARDS E57AI51_15HED IN L-EC71ON 625-55.00*7 FLORIDA ADMIN157RA71\/E 2) THE MAIN HIND FORCE RE515TINO 5'r57EM5 ARE DESIr_;,NE:::> IN ACCORDANCE NtTH 5EC71ON 6, AN51/A5r-E 7-10 "KNINMUM DE -5105N LOADS FOR EUILDIN6e AND OTHER 57RUC.TUIRES" 70 Af7HeTANr7) THE HIND LOADS A5e0CIATED Vil7H A MINIMUM 5A51C, HIND 5F7Er,> OF 150 MPH. 51) THE COMPONENTS AND rl ADDIN5 HA\/F- 5EEN SELE-0-TEC) AND THEIR USE INOORFORA7F-D INTO THE DE510N AND 5F`Fr_IF[r_ATION5 IN ACCORDANCE KITH SECTION & OF THE "MINIMUM DESION LOADS FOR 5JiLDINOS AND OTHER STRUCTURES" MENTIONED IN NOTE 2, v Lo 1:0 uJ z co z cn 0 z z 64 u0m Io U (Z lr;o 0 w 03 0 u- LLJ 0 M I Us L) I. v Lo 1:0 0 0 C\2 r - co z tD to z C) Io z z I Us I. 0 Lo CN2 In CQ co 0 0 Lo 1:0 0 0 C\2 r - co z tD to z C) z I. 0 Lo CN2 In CQ co 0 0 CD 0 > I NBt'S744 E #76.58 0 m tNOWa2 d N DEPMtItTR DF NAILWN. ME9g1R® HRlAaF]1T M7. ]2-df—At4 ,10.Y, 19N. ,T m AME O Ny CPPD En p, PLAN RE 6EA COMMENTS 5A806 X11 Z FL4 169 1-0000 IPI ITIN MT II I z � II C I zrn m B LOT 5 STORY FRAME m i I RESIDENCE NO. 1931 > 6" n 4 - D \ / FODNO 1/1" IRON ' T •8• a 4 H POOL F "T7 AD ROD, Na CAP z NDRtxINc:z+66,e9a.s '40 47"E 7.50' IR CUT 189 R' P ° C) E 9nN�S D.6s6.D N89' 0'47" r N =E— N° w:£n sNDwm -O B. �i 10L Ii GWA '1bl `' I E �4 N �RAYi�Vi DY A LINE OF FC0. ��IOf °iNiYA4 ff i WffCPIO Ia =_ _ P P R OM R � W' u Zl N7 RAH REYIFYI COMMENI5 9/4n6 _ � (1--Tif `t--= _ �� -- _ NEw RhgE REM 169691-0�0 _ ITEM $1' ui FOUND 311"IRON ROD, '-'-' ---- -9REAIf=AWAY N,t C Y GN.U. 8` EQi O 4 W CONCA WAlI( N O.Y FNO NO Q I NOR]HING3,t66,6tO.] EASTNC:530,650.9 Rp PIERS ( S89• '37 W 511' IRON IF .MERN IXIENfl �_� 4 ('pIY rAlNa La1A110N &. 19'-6�" 42' -o' 53'_6" - K POOL FCNCE NY:675� 1REA� FAN aF Onsv<n6 REM 169691-0000 " BENCH MARK:RR FOUND MAGNAIL & DISK (L83672) $ , PLAN Y C4 CQMN8ft59/4n6 uwxc hWAwhu ESTATE / 2 list M4 NEAR EAST EDGE OF PAVEMENT OF BEACH AVENUE REM 169691 IT"4 RESIDENCEME 87 N0. 1917 & 9.0' SOUTH OF SOUTH PROPERTY FLAN 1Fy{ COI.O•IlSM 3/18/16 LINE ® 1927 BEACH AVENUE. g LOT 51 REM 169 1-0000 ELEVATION 20.85 N.A. V.O. (T 98 8) ITEM #6 0 uoN�ort xvMT Ra 1 A NAILRAL ME�NNEt rtm-/m. ur, toes. wattNta motM= rtsn+x s;.s D P FOOTPRINT T,-JLATION HOUSE AND 6ARA6E (INCLUDES ALL CANTILEVERS, ROOF OVERHAN65, DECKS, AND STAIRS) = 4392 5.F. GUT / FILL TABLC FII IMPORT U UN LOT GO AREA OF LOT = 9,448 S.F. TOTAL HOUSE GOVERAbE (IMPERVIOIX) = 3&444 5.F. HOUSE FOOTPRINT (IMPERVIOUS) = 3223 5.F. WOOD FRAME EXTERIOR STAIR (50% PERVIOUS) ' 29 S F. WE5T SIDE CANTILEVERED BALCONIES (PERVIOUS) - 46 S.F. SOUTH SIDE EAT'H ENTRY, SHED ROOF (PERVIOUS) = 24 S.P. SOUTH SIDE HOUSE ENTRY 6ABLE ROOF (PERVIOUS) = 39 5.F. SOUTH SIDE "-SUMMER KITCHEN (IMPERVIOUS) - II4 5.F. 50UTH SIDE CANTILEVERED BALCONY (PERVIOUS) = 16 S.F. FAST SIDE BALCONIES (MFERVIOUS) = 4Tb S.F. NORTH SIDE CANTILEVERED FLOORS (PERVIOUS) = 14 S.F. DRIVEWAY PAVER, 0/ S)SSTRATE (EO% PERVIOUS) = 330 S.F. WALKWAY PA RS (90% FERVIOIY) = 291 SF. NORTH 51DE OUTDOOR SHOWER PAD (50% PERVIOUS) = 8 5F. C.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOU5) _ -12 S.F. PAVEPOOL.R P OL PFOr, (osv HOUSE50% PERVIOUS�TI 5.�) = 117 S.F. '.. TOTAL IMPERVIOUS = 4649 S.F. TOTAL LOT COVERAGE = 49�% N I IPI tE11P5m9DL� RRIC / ma° uxD D s z swwnu ro as ----.__—_-_________TTIO 111lU I SITE PL A N® 7 SCALE: CALE: 1"=20'—O" z ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO.2, AS RECORDED IN PLAT BOOK 15, PAGE 57 of E� m V �#✓{ THE CURRENT PUBLIC RECORDS OF DWAL COUNTY, FLORIDA LYING WiSTERI Y or 7, R EROSION F SAID DL LI 0 ESTABLISHED BY FLAT BOOK 35, PA&E5 59, 59A AND 548 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. R( . .. u �13 l734tiT,li•"•�� nU �e 4 eat 1gt39p3S C�7°5 o 1�1 �mw m z 3 0 «Arai' T� °..CAVING epee a n+cw..dq 6Aahbe STORY FRAME RESIDENCE 2 STORY FRAME I S 1181 k 917 L� o 51 TE FLAN A 0 � SCAM: I'=20'-0' m ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, AS RECORDED IN PLAT BOOK 15, PAGE 57 OF 1 THE CURRENT PJBLIG RECORDS OF DWAL Cg1NTY, FLORIDA LYING WESTERLY OF THE EROSION NfLINE A5 = ESTABLISFED BY PNAT EOOK 35, PPGES 59, 59A AND 598 OF THE CURRENT RELIC RECORDS OFF SAIDO CC OUNTY. 0 /�h.�rPoRyQ�iE�CE�p Y!a#BRMeYA+C MN®RSP"" Ib � MF�4H PW�I 10P Q'CGSIIIl5 d1IbE-, H,RACN WlM1.IJIC—��I SITE SECTION A -A SCALE: I'= 20`0 DATUM=NAVD-BB u �e 4 eat 1gt39p3S C�7°5 o U �mw m z 3 0 x a a c LU z 0 zgu w Q 6 mm q'd v �w �m OCEAN 3 .....,ATLANTtG u A z O LU zgu O �g� OCEAN 3 .....,ATLANTtG LU Z °'• KBSBV 02 hcu m m. NO'�i ZL 0 F c+ c� IOR4M U THESE PLhN9 ARE DESI6N� ro EE IN caMrin cE wITN r� STANDARDS FSTA%15NFD IN SECTION 636a3.0�i FLLRIGA ADMINISTRATIVE CODE 1� Ir+ Z N� V O.� THE MAIN WINO FORCE REEIsnNb srsT m a�E vEsle�uo WITH SELTON b, ANSVASLE T-10 03 SB83 ALLORDPNLE 1NININMM DEiI6N IDA09 FOR EUILDIN55 ANO OR£R E7ADDITIONAL STRULTURB' TO WITHSTAND TE WINO LOADS A� IATED WITX h HINIHM EASIL WIND S.P® LF ISO MPX. 0 0 L ly U S) T!✓E GOITON@IIE AND LUODM6 HAVE SEflI SELEOTED THEIR USE INCORPORATED IMO THE DE91tiN ANO SPECIFIGATIOHS IN ACCORDANCE WTN SECTON b OF THE DESIGN LOADS FOR=UILDIN65 AND O'RC� • HENTIO� IN NOfE D. r�n/� V / W O D ZMINIFVM OETRtOT� iiid 0