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1927 BEACH AVE - FDEP DRAWINGSD.E.P. 1=OOTPR INT TABULATION M 7 s. Iss 4 ot�oslTE R-42 E VERS ROOF (INCLUDES CANTILEVERS, ARA6E INGLU 5 AND , 44 HOUSE N T y0 1'5 _ AWZ PONTN 8 N "S OVERHANGS DECKS .AND STAIRS) = 45G2 S.F. N DEP NATURAL RESOURCES ARTMENT OF 07 m MONUIIDIT N0. 72—b1 A16. JULY, l"L s m 00 cuT / SILL T 65L ,. GUT '' FILL IMPORT �p ANGLE POINT ' R-43 0 clanE oPP 52 cu. yrds. GRADE BEAM' 16 cu. yrds. NEW POOL 6.5 cu. yrds. O 116 cu. yrds. RE OLD POOL AREA _ a REQUIRED FILL 20b cu. yrds. . rn *Tl �7 O z -I _ VERED A.C. E IP PADS �' - SiABAGE c Ti p�S. a -RESIDENCE PO -- — - ENGINEERING SHEETS 1 r I + ' 1 1 w n O" + + _ I I I $D Z + I BV. PAD.. E QU IP I 21.18 NAYD-86 ) + , , 1 , T BE s m G + + W • W O ' n , , +21.180 AYFRA6E IDT BIIID116 PAD O + + + 1 O SEAWARD EDGE OF BALGONIE +-117O11 - T W Z I I , (MMBAOM CKGIA 9U8E OF lAT UADBt _ I , I I I r +- 1 2 TO SEAWARD EDGE OF BRE AK -AWAY G.M. ALL 1_ ,1 : SCREEN Wol 1225 / Z , + EXISTING OU y�{ TO BE REAIO I _c I I I , , I r N O I , •� -r I cuT / SILL T 65L ,. GUT '' FILL IMPORT PILES 52 cu. yrds. GRADE BEAM' 16 cu. yrds. NEW POOL 6.5 cu. yrds. SITE 6RADIN6 116 cu. yrds. RE OLD POOL AREA I48 cu. rds. REQUIRED FILL 20b cu. yrds. _ a �, IES 0 I- , 1�1LGON is 1 �t N .... _ ... � *Tl �7 O C , I Z ' L 6 I frl 11 , O cu, , , � rno LOT 5 STORY OR Y FRA ME ,+ , m EN CE q: rn RESIDENCE _ o R I N`b 19 31 I 1 O I O , 5 , o 1 i Iv 21 O , 0 G7 m , I 1 0 rs „Z aF S .. Ts D w 6 NORTH ERN I 1 3 FOUND 1 2 IRON i CE Z7 / 4 H. POOL ROD N0 CAP ..IRON CU T ` 0 a Y .5 94 04 7:E 18 7.5 -NORTH NG.2 2,186,890.5 � i _ t 0 D FENCE OU ND C W00 Z 7 P 0 656.0 SHOWER. NG. 53 E ASTI VERED 1 89 Q9 4 0 47 E ... U NG d' EXIS U N LOT COVE = 01 448 S.F. AREA OF LOT , = 5844 5.F. TOTAL HOUSE GOVERA6i= (IMPERVIOUS) HOUSE FOOTPRINT (IMPERVIOUS) = 5223 S.F. O% PERVIOUS q S.F. WOOD FRAME EXTERIOR STAIR (5 ) = 2 A WEST SIDE. CANTILEVERED BALCONIES PERVIOUS L ( ) 46 S.F. BATH ENTRY SHED ROOF PERVIOUS .= 24 5.F. SOUTH SIDE (PERVIOUS) . SOUTH SIDE HOUSE ENTRY, 6ABLE ROOF (PERVIOUS) = 59 S.F. IDE SUMMER KITCHEN (IMPERVIOUS) = 114 5.F. SOUTH 5 ( SOUTH SIDE CANTILEVERED BALCONY (PERVIOUS) = 16 S.F. IMPERVIOUS i8 5°F. EAST SIDE BALCONIES (IMPERVIOUS) = 4 NORTH 51DE CANTILEVERED FLOORS (PERVIOUS) 14 S.F. DRIVEWAY PAVERS o/ SUBSTRATE (5096 PERVIOUS) = 550 S.F. WALKWAY PAVERS (50% PERVIOUS) 250 S.F. RVIOUS NORTH SIDE OUTDOOR 5HOINER PAD (50% PERVIOUS) = 8 S.F. G.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOUS) = "12 S.F. POOL BEYOND HOUSE FOOTPRINT (IMPERVIOU5) =" 165 S.F. PERVIOUS) = 26 S.F. AVER POOL DECK 50% PER ) P ( TOTAL IMPERVIOUS = 4645 5.F. TOTAL LOT GOVERA&E = 401.1% REMAINS BE H _ AS o co U E R I 5 1II II, B ULK HEAD URI �UtJ s _ � <J ^O P LA •P . _ N _ I ^ D m 1 t M2 P O WI B CON y 1 d r; .� A2 ^ N N C \Y C. U. ALL n O � - f O NEW ADE Z r kY C. 1 � 20M E N Fri 7 i L TEMP. SILT C/ oNSTR UCTI FEN ,. FD SI LANROM D — SEAWALL TO CCCL . F ND 1/ 2 --_-- r PI N0 11 ------___-- __—_wo o�D w - UC- - -n rn----_ — _---- a 1UTHERN EXTENTS of m---- H. POOL - FENCE — — — — — — — — — — ll o'^^ V' O Z n O E PLAN am AZ O r SCALE: 111=201-011 z GH UNIT NO. A5 RECORDED IN PLAT BOOK 15, PAOt 5�1 OF 6T1 ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEA , _ `INE A5 HE EROSION CONTROL L YOFT YIN6 WESTERL COUNTY FLORIDA L CORDS OF DUYAL , RENT PUBLIC RE , THE CURRENT ESTABLISHED BY PLAT BOOK 35, PA6E5 5q, 5qA AND 5qB OF THE CURRENT PUBLIC REGORD5 OF 5AID COUNTY. PEP,o --i D ,. Yl D�EN _ ---- 0.4 _ SCJ---------- ----------- — 4----------- ---I X _ -- 1 ,,. � CONTROL LINE - _-------- F _ ISTANGE FROM �61tWN6 POINT OF 1R/►VBZSE LME 16 MGAN TM VERTICAL D _ ' TTAGEINENTS THERETO, GF A �11.01N6 5 ROOF STRUCTURE OR ND NK A 0 _0__ --- 111,. F a_ _ _ _ _ PRO POSED TOR -- 5 B +Xx . sa NAW -88) ( _ a �, IES 0 I- , 1�1LGON is 1 �t N .... _ ... � *Tl �7 O z T 7 _ VERED A.C. E IP PADS �' - SiABAGE c Ti p�S. _r I yER I' AVERED -RESIDENCE PO -- — - ENGINEERING SHEETS 1 r I NDE !i©oD DUIE WALKOVER > . MAX.PqM� , ' 1 1 O C z CCpp��nn Y v BALC PB _ I I I j1 ypi�L7i ; �yp� �N�. BULKHEAD FLR I BV. PAD.. E QU IP I 21.18 NAYD-86 ) e- 1 , T BE TO SEAWA +-100,41". RD EDGE OF ENCLOSED STRUGTU „ ol. n W • W O ' .I I _ _—J , _ -, I _ i +21.180 AYFRA6E IDT BIIID116 PAD I 1 O SEAWARD EDGE OF BALGONIE +-117O11 - T W �_ 1 (MMBAOM CKGIA 9U8E OF lAT UADBt _ � _ — PAVEIim DEq( 21ffi NA P +- 1 2 TO SEAWARD EDGE OF BRE AK -AWAY G.M. ALL 1_ ,1 : SCREEN Wol 1225 / I W � EXISTING OU y�{ TO BE REAIO I _c I I I � N 1 11 E _ DSE OF POOL FEND + 164.2 TO SEAWARD E , •� � 81DDN6 PAD HIU ,. i —_=—==f2 �7 _ s I O D A2 co 0 PAVER ED I DRIVEWAY bD , /� _ — TR1 1 - _ , - — — Jto - - I aD I 4 C7 C O� N , _ _ _ , , P at I I as I n v�R BACO II rn7c , II m I I 0 P g� BY -nT -- - -- ---� _ i PAVERE .ALK A AILS -- -- - - - - _ � r REAK AWAY .M. U. SCR EN 21.28 " N,.ROD NOUCAP3/ 4 IRO • 40.7 NOR 2. 186 8 --- ------J EAK W YC.M.U. '< -- --- -- 6' GD FENCEo S 8 9 Q 4 - - -- �r W CONCRE WALK ((1 N 1 0:3' THING. BR — P FASTING. 530 6 58 .9 PIERS B —8 h. ( S89 4 37 W , 5 11 88 .3 IRON IRO _ 1 _ 4 O II 5 3 6 -4 120. ..BEN CH MARK: m D m S0 THERN BR AKA AK EXTENTS 0 F - AWAY CMU ESTATE / 2 STORY FRAME -FOUND MAGNAIL &DISK (LB3672) RE AINING WALL RESIDENCE 'NEAR EAST EDGE OF PAVEMENT OF 25.3 NO. 1917 BEACH AVENUE w 9.0 SOUTH OF SOUTH PROPERTYs LINE @ 1927 BEACH AVENUE. o LOT 51 is ELEVATION 20.85 N.A.V.D. (1988) " w ut-1; : D r_ 1 .5 IT1 MW z `1117 s' ., �5 r N r= of s p ? t7� _O cnfrl v ' Z s cn 0 m 4 ANKLE PONT , t�► s fln �[ _ RC1 � rnR-44 OPPOBIIE X11 — N. r DWARTU M OF NATURAL RESOURCES � Z MOfNJMff NQ 72-1,1—A17. JULY. ISMO. �r NOR'IHM 2180=9 EASIM 530133.1 1� _ LOT COVE = 01 448 S.F. AREA OF LOT , = 5844 5.F. TOTAL HOUSE GOVERA6i= (IMPERVIOUS) HOUSE FOOTPRINT (IMPERVIOUS) = 5223 S.F. O% PERVIOUS q S.F. WOOD FRAME EXTERIOR STAIR (5 ) = 2 A WEST SIDE. CANTILEVERED BALCONIES PERVIOUS L ( ) 46 S.F. BATH ENTRY SHED ROOF PERVIOUS .= 24 5.F. SOUTH SIDE (PERVIOUS) . SOUTH SIDE HOUSE ENTRY, 6ABLE ROOF (PERVIOUS) = 59 S.F. IDE SUMMER KITCHEN (IMPERVIOUS) = 114 5.F. SOUTH 5 ( SOUTH SIDE CANTILEVERED BALCONY (PERVIOUS) = 16 S.F. IMPERVIOUS i8 5°F. EAST SIDE BALCONIES (IMPERVIOUS) = 4 NORTH 51DE CANTILEVERED FLOORS (PERVIOUS) 14 S.F. DRIVEWAY PAVERS o/ SUBSTRATE (5096 PERVIOUS) = 550 S.F. WALKWAY PAVERS (50% PERVIOUS) 250 S.F. RVIOUS NORTH SIDE OUTDOOR 5HOINER PAD (50% PERVIOUS) = 8 S.F. G.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOUS) = "12 S.F. POOL BEYOND HOUSE FOOTPRINT (IMPERVIOU5) =" 165 S.F. PERVIOUS) = 26 S.F. AVER POOL DECK 50% PER ) P ( TOTAL IMPERVIOUS = 4645 5.F. TOTAL LOT GOVERA&E = 401.1% REMAINS BE H _ AS o co U E R I 5 1II II, B ULK HEAD URI �UtJ s _ � <J ^O P LA •P . _ N _ I ^ D m 1 t M2 P O WI B CON y 1 d r; .� A2 ^ N N C \Y C. U. ALL n O � - f O NEW ADE Z r kY C. 1 � 20M E N Fri 7 i L TEMP. SILT C/ oNSTR UCTI FEN ,. FD SI LANROM D — SEAWALL TO CCCL . F ND 1/ 2 --_-- r PI N0 11 ------___-- __—_wo o�D w - UC- - -n rn----_ — _---- a 1UTHERN EXTENTS of m---- H. POOL - FENCE — — — — — — — — — — ll o'^^ V' O Z n O E PLAN am AZ O r SCALE: 111=201-011 z GH UNIT NO. A5 RECORDED IN PLAT BOOK 15, PAOt 5�1 OF 6T1 ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEA , _ `INE A5 HE EROSION CONTROL L YOFT YIN6 WESTERL COUNTY FLORIDA L CORDS OF DUYAL , RENT PUBLIC RE , THE CURRENT ESTABLISHED BY PLAT BOOK 35, PA6E5 5q, 5qA AND 5qB OF THE CURRENT PUBLIC REGORD5 OF 5AID COUNTY. PEP,o J , ZONE X FLAOD �- PERMT Lt1E FLOOD 1 COASTAL CANS TRUGTION 1 ,. i -- 1 ,,. � CONTROL LINE - _-------- F _ ISTANGE FROM �61tWN6 POINT OF 1R/►VBZSE LME 16 MGAN TM VERTICAL D _ ' TTAGEINENTS THERETO, GF A �11.01N6 5 ROOF STRUCTURE OR ND NK A DR 6EAGEI AVENUE OF I __--i1 --- II 1 7 _ n PROPER TY L NE ' 20 Rl. ' - r IVF + 7E llttElOD OF DETERM IN INC THE ALLONA>E EXGLUS aP . 1 1 SLAB) I. r 1 +Xx . sa NAW -88) ( _ a �, IES 0 I- , 1�1LGON is 1 �t N .... _ ... � ,. , Fo ►�. r ANGE WITH THE LLOWI g16ffT OF at�ccoav , . .. FL PARCELS WITH TOP06RAPHIG \/ cr Mm THAN G ' DREG , _ FRONT PARCELS SENILE TOPOGRAPHY INC N.E. TWO 1$T SURVEY OF TOPOGR / STRUGTUAL MEMBER? I TEl o 1 TED AVERAGE GRADE AND11' OF 7i}E CAL+GLLll , -:i�i6ltiiG PIDMtf OF MEASUREMENT,-EXG i —lo 1 CENTER LINE OF APPRO X .TOP _ VEWAY - - - 1 _ r _ n 1 1 1 _ � I I , , , fll - - -' - DR 6EAGEI AVENUE OF I __--i1 --- II 1 7 _. ' + 1 , _ (21 i8 NAV17�68 (+21't8 NAW 88) OP EIOII.+E I OF (TOP OF GARAGE -- I . 1 1 SLAB) I. r 1 +Xx . sa NAW -88) ( 1 (LONEST HORIZONTAL 1 / STRUGTUAL MEMBER? I 1 1 , PILIN0F43 TO 1 STRUCTURAL I ENGINEERING SHEETS 1 r I NDE !i©oD DUIE WALKOVER > . MAX.PqM� , ' 1 1 11 _ - T + 5 42 SEAWA RD EDGE OF ENGL05 D 6A%�A6E , LOT UNDER BUIDNFs j1 ypi�L7i ; �yp� �N�. BULKHEAD + _ ' WARD EDGE OF OUTDOOR SHOWER PAVER PAD . (O ) _ 4' -III TO SEP, ( e- 1 TO SEAWA +-100,41". RD EDGE OF ENCLOSED STRUGTU „ ol. —i IGH MEAN H 6H H GF VG6EfATION 1 TO SEIWARD EDGE OF POOL �_ •. _ PAVER + TO SEAWA RDED6E OF ,- Ilb II 1 O SEAWARD EDGE OF BALGONIE +-117O11 - T W OSED FILL f'LAG@16R - +- 1 2 TO SEAWARD EDGE OF BRE AK -AWAY G.M. ALL 1_ ,1 : SCREEN Wol 1225 / +- 8 GYDS OF FILLs DEPICTED BY HATCH - FILL TO - WARD EDGE OF .. + 135 O SEA 1 II � ATLANTIC; A 1 11 E _ DSE OF POOL FEND + 164.2 TO SEAWARD E x; DRAWN BIC. KBG Y 151TE 0 "ION A�A�l W z Q !L V r _ GFGKED BY: CV 5G In 2010n C - c !!1 ` 5 5 DATUM. NA1lD-88 . ITION,4L NOTES. o L THESE PLANS ARE DE SI6NED`TO BE IN COMPLIANCE NGE WITH THE - . U) C - — SCALE. _._.: IN SECTION 6215-55.001 . _ STANDARDSESTABLISHED FLORIDA ADMINISTRATIVE CODE. V W ..0 CO ARE DE516NED 2) THE MAIN WIND FORGE RESISTING SYSTEMS V _ O !U� JOB NUMBER: AN51 A51 E -i-02 — F- ON 6 � ., ACCORDANCE WITH SECT / 5SS3 IN ACCORD , V 1. ND OTHER Q m 5 FOR BUILD IN65 ,� MININMUM DESIGN L OAD — O 11 5 GATED ° S TO WITHSTAND THE WEND LOAi)5 A SO I STRUCTURE Q . MPH. LL. — A51 G WIND SPEED OF 120 1 IMUM B _ T16115 10/137157 WITHAMN o ,n 10/16/1510/26/15 3 N SELECTED G ADDING HAVE BEEN THE COMPONENTS AND L ) W ON AND DW6 NO: _ D INTO THE i�ES �O e AND THEIR USE INCORPORATE H SECTION 6 O F THE Z - SPECIFICATIONS IN ACCORDANCE W T v1 tr i MINIMUM DE516N LOADS FOR DIN65 AND D OTHER U) 0 O STRUCTURES MENTIONED IN NOTE 2. VA2 la 3 4 1 PROVIDE A CERtF� St GRADE SWL TED AVERAGE GRADE AND11' OF 7i}E CAL+GLLll , -:i�i6ltiiG PIDMtf OF MEASUREMENT,-EXG TBS AVERAGE PlIRC8.5 WFERE THE ONLY 1 TOPOGRAPHGAi. YARUITI A Gt11r AWED DRAINAGE E,�,S�NT -�5WV..L T4E METHOD DC-SGRI �M FillrZomeQ�1 BE USED. / NA W -88 ( +1a.xx ) (GALGULA TED AV9il16E 1OF 4 k f1AOL FENCE� - NDE !i©oD DUIE WALKOVER > . MAX.PqM� , .. LOT UNDER BUIDNFs j1 ypi�L7i ; �yp� �N�. BULKHEAD F=dRADE �ry�1�•� e 1 N6 GIZ,4Dl= —i IGH MEAN H 6H H GF VG6EfATION 1 TGP OF EXISTI 11 WATER INE WATER LINE OSED FILL f'LAG@16R _t +- 8 GYDS OF FILLs DEPICTED BY HATCH CONTROL LINE �1 WOOD POST DORM ' - 1 II � ATLANTIC; A _+0 NAVD-B 8) _ .00 I I i . 1 1 i / as I x; DRAWN BIC. KBG Y 151TE 0 "ION A�A�l W z Q !L V r _ GFGKED BY: CV 5G In 2010n C - c !!1 ` 5 5 DATUM. NA1lD-88 . ITION,4L NOTES. o L THESE PLANS ARE DE SI6NED`TO BE IN COMPLIANCE NGE WITH THE - . U) C - — SCALE. _._.: IN SECTION 6215-55.001 . _ STANDARDSESTABLISHED FLORIDA ADMINISTRATIVE CODE. V W ..0 CO ARE DE516NED 2) THE MAIN WIND FORGE RESISTING SYSTEMS V _ O !U� JOB NUMBER: AN51 A51 E -i-02 — F- ON 6 � ., ACCORDANCE WITH SECT / 5SS3 IN ACCORD , V 1. ND OTHER Q m 5 FOR BUILD IN65 ,� MININMUM DESIGN L OAD — O 11 5 GATED ° S TO WITHSTAND THE WEND LOAi)5 A SO I STRUCTURE Q . MPH. LL. — A51 G WIND SPEED OF 120 1 IMUM B _ T16115 10/137157 WITHAMN o ,n 10/16/1510/26/15 3 N SELECTED G ADDING HAVE BEEN THE COMPONENTS AND L ) W ON AND DW6 NO: _ D INTO THE i�ES �O e AND THEIR USE INCORPORATE H SECTION 6 O F THE Z - SPECIFICATIONS IN ACCORDANCE W T v1 tr i MINIMUM DE516N LOADS FOR DIN65 AND D OTHER U) 0 O STRUCTURES MENTIONED IN NOTE 2. VA2 la 3 4 1 s ANGLE POINT NT 8 5 6 TSL OUT / SILL _ G 7 � � R 42 4 4 E 0 OPPOSITE. SITE 5FILL_- IMPORT 1 Q IN S GUT N e PIL E5_' 52 cu. rds. N r. GRADE BEAM 16 cu. 4rds. DEPARTMENT ENTO F NATURAL RAL <RE RESOURCES NEW POOL 6 8 cu. 4r ds. INTO THE A16. JULY 1989. , a 0 Ib O.G 81 , z . 72 rds. MONUMENT NO y .. SITE GRADING lab Gd. . END OF EACI+-DECK JOIST 77, �1 rds. _ i O AREA .—i— _ OLD POOL 148 c� L cu. rds. 208 FILL " REQUIRED L ANGLE POINT O OPPOSITE43 R �o N DWKING 2 xb .IPE . INSTALL 2x8 In DECK `' ALL /�• • p p 4 *2 SQUARE �I `lV I N���S STRUGTUi��CRITERIA .1015T5 TIGFfT AGAINST b x6 POST. � L DRIVE TYPE 516 STAINLIEW FASTEN 6-12d RING SHANK KI NAI ,.: 5TAINL.E55 STEEL L5 EACH SIDE. STEEL DECK SCREWS AT MAY " OYfiZfi� I D SIOhIN I7T4I L.S. EACH INTER5EGTION 2 P.T. SYP' No.2 AND NF0 i�G I NC x8 �OFOR. STfiZUG TUBAL i�E I p n DECK JOISTS o Ib O.G. 2 Xb In ARD. FASTEN w/ I� T fiZINC RIM BO INFORMATION, OiZMAT ON ��� O �NC I NES 3 ROWS 12d RING SHANK S MEETS. STAINLESS STEMNAILS X I PAVER VETAI SCALE: 1/2"=I'-0" 1 1 1 1 1 1 1 1 1 + 1 + , 1 , 1 1 + , 1 1 1 1 1 1 I I : O EXISTING DSL 2 n • xl0 In INTER -LOCKING PAVER SYSTEM DECK BMW. FASTEN TOGETHER SAND -FI JOINTS SAND -FII JO Ipc 51MPSON H25 STAINLESS w/ 4 ROWS 12d RING SHANK _ ICANE CLIP w/ STEL HURR • • STEEL. NAILS ND TO MEET ASTM G35' STAINLESS I - I I/2 OONGRETE 5A n 18 STAINLESS 10-1 ) ■ COURSE COMPACTED STEEL NAILS AT EACH 0 I2 O G. 4- THICK L BASE N N INEROGK DECK JOIST TO A DENSITY OF AT LEAST 100% OF THE MODIFIED GUT -INN 8 SEAT INTO 6 xb o POST TO RECEIVE HEADER BEAM. TOR MAXIMUM DRY DENSITY ASTM' D 1537) �� - FROG MAX ( P.T. 5YP No 2 WITH A MINIMUM LBR OF i5 (OPTIONAL) ' b � INSTALL 2 O" D HOT DIPPED i u /\ 12" OF 5TA15ILIZED SUBGRAM (NON -PLASTIC, INORGANIC, — INIMIJM LBR POST o 61-0 O.G. EXCAVATE AND 1:148ED POST 4'-0" INTO . EXISTINGGRADE a d ° GALVANIZED THROUGH BOLTS AT EACH BEAM TO POST LOCATION o Z �o W W O 0 �� GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST' _dam = , 46% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) K50 �C 1. � gg 2Z O v O orn CD '6 ..w4 a AND STABILIZED TO A MINIMUM OF LBR OR 40. v o — ra w A �D L 2 4' HIDE IPE 0UNE WALKOVER W DLLuv1- — V 1•- •i +-5'-2" O.G. (1 YP) BRONZE ANODIZED RAILING w 1" 50. PICKETS 0 5"Oz. Q 3" 5Q. POST cQ 0'0 o U 1" x 2" BOTTOM RAIL �r 40 rn as •qq 6 / \ / 30" GIA LIMROCK BABE COMPACTED TO A �'A 00 DENSITY OF AT LEAST 95% OF THE MODIFIED w PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) OF 75 (OPTIONAL) Mir? Ali M r `1 ON tIG r (N T I I E PLAS , S ZED SUBCsRAD AB L Q + 1 \ \ \ / INORGANIC, GRAB LAR SOIL COMPACTED TO A 1 , DENSITY OF At LEAST 95% OF TI -9 PROCTOR 1 MAXIMUM DRY DENSITY (ASTM D 1537) AND 1 4m. STABILIZED TO A MMIMUM OF LBR OR 6 1 1 1 / + / GU551:T BRACKETS O NOTE. CONTRACTOR SHALL SUBMIT SHOP 1 1 1 + DRAWINGS FOR APPROVAL PRIOR TO + 1 fTl r I IN65 1 + FABRICATION ON ALL RA L LOT�� STORY F AM E 1 i , 1 1 m 11 I rs _ I -0 WA�fT4 HIGHPOOL FENCE SE OF THE GGGLRESIDEN E O WALE: 1 193 : Y , 1 9 9 <r 1 r 9 + 1 f"rl 100 6 1 1 0 21 10 o N 1 1 1 1 0 1 c�► 0 Z 1 1 v _` S -� EXTENTS OF ' EX NORTHERN + IRON 9 .6 NOR HE FOUND D 1 2 `. 1 1 i 4"H. POOL FENCE CE . ROD N0 CAP 040'47"E ON UT 0 IR C 186 8 90.5 89 40 47 E 187.5. ) _ HIN G. 2 9 + v ORT N , 9 9 9 �—C 0UND T 1 ASTI NG. 5 30 6 56.0 1' 1 E , 18 g AV FRED SHOWER PAD �N89040E 4� 1 _. 1 1 _ 1 z _ C E .. 7 + FENCE WOOD + 6 WOOD F 1 : : I t9 _ INC TE x >n XIST 4 0 (EXISTING- -- - II � \ C _mD ' SOUTHERN:ms TENTOF BENCH MARK. '... ._- - B REAK A W AY CM U ESTATE � 2 STORY FRAME FOUND MAGNAIL 8DISK LB3672 — RETAINING -.� O , Z RESI : _ NCE �} x NEAR EAST EDGE OF PAVEMENT OF -� , N 25.3 N 0. 917 n ,_ w H AVENUE , 4 BEACH _ C7 &-8- SOUTH H OF SOUTH PROPERTY .� O AVENUE. Z LINE @.:...192 7 BEACH VENUE to�=4 _ o 51 w LOT _ 20.85 N.A.V 88 ENATION w EL ( ) �J D O -{ , I- p. 1 .5 Z Orn 'r1 to VV • x - mr- 01 _ 29.5 O .$ Z z OIC fTl _ 17. 1 0 o1 --ii T E A N 4 SCALE: I"=10' -O" 00 O Q ti 57 OF D IN PLAT BOOK -15 PAGE y OT' S2 NORTH ATLANTIC BEACH UNIT N0. 2, AS REGORDE cn ALL OF THAT PART OF L , PING WESTERLY OF THE EROSION CONTROL LINE A5 � RD5 OF DUVAL COUNTY FLORIDA L fn THE CURRENT PUBLIC: RECO , O V - 4-. y _ CURRENT ,PUBLI G RECORDS OF SALD COUNTY. 5 5a 5aA AND 5aB OF THE ANGLE POINT ESTABLISHED BY PLAT BOOK `35 PAGE , oDOPPOSITE R44 I - N 42 +- -5 TO SEAWARD EDGE OF ENCLOSED GARAGE .. DEPARTMENT OF NATURAL RESOURCES W z 198 . n O — Y � JULY, TURF 81 Al , N 0. 72 _ oSED ; MONUMENT _ Ro ED�� of ENGL , + 100 II� TO SEAWA NORTHING. 2186220 :9 n 1 i_ n Y FASTING. 530133. +- -7 TO 5EAWARD EDGE OF PA lol � 01 n J +- --f TO SEAWARD EDGE OF P L nn loa � J' - SEAWARD EDGE OF PAVERS TO , n " / BALCONIES a. A- - +-i 11-0 TO SEAWARD EDG OF 1 , - Y G.M.U. SCREEN SEAWARD EDGE OF BEAK AWA .: ' +-122'-51/2" TO u AWARD EDGE OF FILL +-135 -O TSE :. g01 +-164'-21" TO 5EAWAR0 weE OF POO FENCE T Z v 0 � o u' 0 Q o Z �o W W O 0 �� C'2 1 _dam = , K50 �C 1. � gg 2Z O v O orn CD '6 ..w4 a ■A` v o — ra w A �D Z U O 0 W DLLuv1- — V 1•- •i w 0 0 cQ 0'0 o U �r 40 rn as •qq 6 �'A 00 w C _mD ' SOUTHERN:ms TENTOF BENCH MARK. '... ._- - B REAK A W AY CM U ESTATE � 2 STORY FRAME FOUND MAGNAIL 8DISK LB3672 — RETAINING -.� O , Z RESI : _ NCE �} x NEAR EAST EDGE OF PAVEMENT OF -� , N 25.3 N 0. 917 n ,_ w H AVENUE , 4 BEACH _ C7 &-8- SOUTH H OF SOUTH PROPERTY .� O AVENUE. 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