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2215 Alicia lane 2010 (2) DNR MONUMENT No, 72-81-A1513-S79'Op' 321.6g' {Ln P.I. OPPOSITE R-39 0 O W •N as m .1 MAP SHOWING SURVEY OF LOT 9, TIFFANY BY THE SEA AS RECORDED IN PLAT BOOK 46, PAGES 94 P.I. OPPOSITE R-40 AND 94A OF THE CURRENT PBLIC RECORDS OF DUVAL COUNTY, FLORIDA, o_ Ln; w rn 00 GO cn I ' I I FOUND NAIL 1 P.I. OPPOSITE R-41 t 1 1 IN 'fJ i s m 1 ' LOT 11 + w I 1 � I 1 + I ,- m 1 I 55.2' I II CONCRETE 1 t � w 1 1 + V 2 STORY STUCCO I o �: tt RESIDENCE No. 2217 I 1 12.0' W I LOT 10 Iz 1 m N,A 0 + o ^' O Iz 5.2' 5.6' $ _ 9,2' _ I O Co 1 I B 20.5' r-- y N 1 SET MAGNAIL & DISK, LB3672 44 N89"46'20"E 226.59' I Im 1 Ln EASTINNG = 2,189,220.3 CONCRETE 21.67 r 0 9• f ( � / ( ' / i ' / FOU111D 1/2" IRON CPs EASTI i o MASONRY WALLS 19.8 MASONRY WALLS 21,4 21.4_ 20.5 x20.1 1 I I 1 \ ` x 6 X/0-k x13. PIPE, CAP L83672 ff 12.3 x 7.5 6.3x I7.6 9.3 20.7 CONCRETE \\\\` / 0 / / x5.2 x5.2 /x6,0 \ x5.6 I x4.2 x4.4 Ix ' ' I I I x5.6 5.0 x4.8 x4.4 ' I ' I I 1.0 1 x33 -2.3x x-2.4 5. x8,8 x7.2 x7g x0.6 �- rn L Z A/C PADS 1D.5 621.4 21.1x19.0 � w O 1 35.9' xe �0 „' � z �01 I 7.8' -,a.1' 1'2-1'4 =�•i I I I I N W + '; `" - N- xi xi&.s\ \W I !^ / / \ \ ` , \ GRAS o•.•- wN t G ovTE it 2 STORY STUGC �';� N �� 04, �` N N B E H D N E I I ' ' o .,a" ze" .'n°, '•oy - _ 0 N K'2 V v � � I u / \ -^(1� = = I FINISHED FLOOR = 22:03 xl 2 �, I �.�. * ✓ r,t# !�+. .. ,�_�, .P r - �' I I I ^ N -x A. 7.9 6 1 a.4• GARAGE FLOOR 9.72 Sj ... 0 2I.T8. L�� �� w x 1 B.S X � � 6.91 •. x 9:8 x x x �_ I I .. n �tT 6,a r` \ ! ! Q x 5.8 4 m N 5.2 6.6 x 7.1 7 �x 7.0\ x 4.5 I I tJ I a N x 4, I I I x 4.7 x 4.7 x 3.8 x 2.7 x 0,6 x-1.2 - 2 x x-2.5 :0 -10.8' t^ E1 r I uj C.tJ� w 6UOLNKCHREAD ` \ y! , w 1 ' I \s / x 4.3 x 9.0 I x 7.0 x 1 x 7� ) x 5.2 5.0 I �• aq O N. /1 C7 IV 2,,1 x 1.4 $ i�\ \ .,` / ` < I I / N I I ✓✓✓ / ' �+ b N tt A�'S.2`�� 14.2' A). 70.tT \\ �►• Cf� 1.S 21.2x D 1 J Cn + 21.74 CON( 0 qA0 x 2 18 \ \ Z CONCR TE WALK STONE FOUNTAIN 21.78 21,a5 21.84 CONCRETE `b0 7 3 \ \ ri 1 8.8 x 21.3 21, 22 21.9 FOOTER cw,ra i \ --`17 1 M 1 .G 8�5 6. x 5.5 7.0 Ix 9.?l x 7.7 7.8 5.2 6.8 x 8.7 x 7. 1 4.2 7.3 x x 7.5 ( x 6.3 5 1 \ x 4.8 I x 3,9 I x 2.8 I I ` J It I1 1,1 x-2.3 p p 7.3 - W000 WALK , x 0.5 x- MASONRY WALLS A/C MASONRY WALLS 4- 1 . W000\WALK IIi I I I I t'rl Q x w n PAD 25.1 • f a f I FOUND 1/2" IRON 4n `su OUND AIL & bISK, L85316 34.6' x N89 46 20 E 220.49 i (PIPE, NO CAP I NORTHING = 2,1P9,168.4 9. 1o.a' a°' 17.s` ( S89'47'43"W 220.57' FIELD ) CASTING 1 5130,454.3 2 STORY STUCCO ` w t RESIDENCE No. 2 :13 I I Z 1 t+ 14.5' 8.4' LOT 8 2f:o' ' p f210 I Im t 7.4' 7.4' _ ,, o NOTES: I0 1, THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON THE CENTERLINE OF ALICIA LANE t l0 BEING SOUTH 08'32'55" EAST, PER THE PLAT OF TIFFANY _ - _ - - - - - - - - - - -Z BY THE SEA, WHICH WAS BASED ON A LINE BETWEEN + - _ N - - - - IX DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS 1 + `0 R-40 AND R-42 PER THE FORMER COASTAL CONSTRUCTION i t o Ir- CONTROL LINE FOR DUVAL COUNTY, FLORIDA. THE CURRENT + N Z COASTAL CONSTRUCTION CONTROL LINE WAS THEN SHOWN 1 Im BASED ON THE STATE PLANE COORDINATES, 3, THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS I 11 RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, LOT 7 I DUVAL COUNTY, RECORDED JULY 21, 1992. 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR TIDE STATION 872-0291 1 OD (JACKSONVILLE BEACH, MHW = 2.10 (NAVD 1988), TIDE FOUND NAIL & l W I RANGE = 5.07'). I DISK, L1536725, SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA .. ' 0 STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water 1 line" means the line formed by the intersection of the 1 I rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. 2.10 + (1.5 X 5.07') = 9.7 (NAVD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE Q 10 20 40 r, SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD SCALE: 1" = 20' i 1983 DATUM USING CORPSCON 6.0.1 (NOT TO BE USED I WITH BEARINGS SHOWN HEREON). 7. BENCH MARK USED IS THE NORTH RIM OF A SANITARY MANHOLE AT THE CENTERLINE INTERSECTION OF ALICIA I LANE AND KIMBERLY COURT. ELEVATION = 8.67 (NAVD 1988), 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. _ P.I, OPPOSITE R-42 9, THE OWNER OF RECORD PER THE DUVAL COUNTY g59' PROPERTY APPRAISERS OFFICE IS THE DENISE KLETT LEWIS THIS SURVEY WAS MADE FOR THE BENEFIT OF LENNY BOOT. S8+�57144"W, Y LIVING TRUST. t DNR MONUMENT No. 72-81-A16 FILE COP DONN W. BOATWRIGHT, P.S.F . r \ NOT VALID WITHOUT THE SIGNATURE AND "ANS} fd{. p_ tR No. LS 3295 THE ORIGINAL RAISED SEAL OF A FLORIDA FLA. LIC. SURVEYOR LICENSED SURVEYOR AND MAPPER." FLORIDA LICENSED SURVEYING AN-D WAPPING BUSINESS No, .B 3672 CHECKED BY: FILE: 2010-0249 =DRAWN BY: swc B O A TWR I G H T LAND SURVEYORS enc. 1500 ROBERTS DRIVE JACKSONVILLE BFLORIDA DATE: MAY S, 2010 SHEET 1 OF 1 (904)241--8550 - 6 i i Z J O Q ALL ELEVATIONS AS SHOWN HEREON ARE REVISIONS DEP PERMIT Z I F-- I JI �I 7 O I I I I BASED ON NAVD 1988 DATUM SUE 0602/ J U Q F- (n Ld Z I � � 2 Q w 0 w w �. 17 >- I F- I I I LLJ� Z 0 Z (n C' I , I Z I - I w Z Z _Z Z W J w 0 w C O J _Z F- w F- I- F- WW 01 QI QI M I � : I F- M I H I Z ---j J F- E-- - Q - W - Q J � Q � � w x � x ca x � w � I < I ~ I WI x I W I > X I = I w Q Z CL CLF- w O O W w CL C) CL LL. 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W.._: o.o' o.a' D L- NAVD NAVD Z O ,ii • •"� - ^ ' .' .. ch ¢! '\' r1 W , N OTE: U ALL REFERENCED DIMENSIONS W z PROPOSED 8" CMU/CONCRETE FROM THE DEP CCCL LINE TO I- W I .00 40'-0" RETAINING WALL w/ TIEBACKS THE NEW 8" CMU/CONCRETE AND CONCRETE DEADMEN I SEAWARD DISTANCE RETAINING WALL ARE TAKEN IOF REVEGETATEQ REVEGETATE DISTURBED SLOPES FROM THE NORTHERN AND '- 1 EXISTING SLOPES WITH SEA OATS ® 1'-0" O.C., SOUTHERN PROPERTY LINES. i c) W of 36'-0" EACH DIRECTION, ON ALTERNATING z (/ � STAGGERED ROWS o SEAWARD DISTANCE I, Q ' ' til OF NEW CMU/CONCRE SEASONAL HIGH ��; EAST BOUNDARY LINE VEGETATION MEAN` HIGH 1 COASTAL m I RETAINING WALL WATER LINE r o i PER PLAT LINE WATER LINE VvA 1 CONSTRUCTION rn�o 1 D z S ' SET AIL do DISK, UIW72 CONTROL LINE w I N89°46'20"E 26.59' R Z 1 I , 1 1 NOR NG =2,189,220.3 20.1 FOU D 1/2" IRON I , W �' ' i EASTI MASONRY WALLS 19.8 MASONRY WALLS 21.4 21.4- 20.5 x 21 11 _ x . z 0 x I3. _ _, x _ PIPE CAP LB38. i x 5.2 x 5.2 I x 4.2 x x 3 -1.0 3 x-2.4 le � � 0• '$.g �3. 5.8 x4.4 5. x8.8 x7.2 x7 5.8 5.0 x4.8 x4.4 x0.8 x o Ix * 6.3 7.6 9 3 20 7 ❑ O CONCRETE 21.4 i , n r �i A/C PADS 1 5t e ;; ;, t o '� L.L.. w .- 3S 9 x �. . ,z1.1:. I �� 2 j $I Z p 78 k 0 1• F,, I , ' r 0 9 ' /, e O ' W N w 1. 5 ^^ (j1 S '� I z n 4 W 1�ntc ;s2i.o c GRA I s, R1 ' % hi N`..,:,:w•.•. ':.cONCRift- "' 2 STORY STUCCO ct-+ a; .,m'� o H 1 D IJ N E - .r A ; o j N *---1 ¢ N DRIVE w RESIDENCE No. 2215 Z�Ir O" 4 / m 10 o e H J �, �' . .p 0Q - 1 8 , x 1 2 x 9. ^ m I do yG ' v �� , '• .•i FINISHED FLOOR - 2203 p C7 = ! t''"2 'x•''' ► ^ 0 tP ro 1� D n� 7.9 , x 18 4 GARAGE FLOOR - 9.72 3. .Y20A 1 L 1 j x '1 x .8 x9.8 0 4x1 5.2 x 7.0 x a N 6.9 1 N x x 8.6 7 x t7 >+ T 6.4 C ,_ O ,, 7.1 4.5 x x4.7 x3.8 x27 x01 x-1.2 - 2x x-2.5 rn I to ZG "' ' 1. �...,.:. ^�► �wN I x4.3 4 z9.0 x7.0 1 x7 x5.2 5.0 4.7 r=yGG 6 ti t4 ! r*1 n N o 4 , a ' ( 8 ii o .. -n 3 8?. ��w ;21.7 1 '1 t 1 U► \ m r O 'G Al 5 2';p`6 14.2' Ya bb , ::e'%. ;. �� v < li" -.' y�1 J .. 21.74. CtiE1E 7� r�* CON TE +MACK•:•. STONE FOUNTAIN '21.78.'.- 1 8-121. ETE ?a 1 F00 R' ?3 88 2. 21. : 220 21.9 �\ I 85 8. x5 7.0 x91 x 7.8 5.2 8.8 x6.7 x71 1 4.2 7.3 7.3 5.1 x8.3 5.1 x4.8 x3.9 I x)•5 x-I.1 x-2.3 D�t 7.3 MASONRY WALLS MASONRY WALLS J. - Alj( � �� , x2.8 FF] Q r w OUNO NAIL d sK. L853,6 N89 6'20"E 220.49' PL , I - M ENA�s'nNGl 2.1 a ( 89'4743"W 20.57 FIELD ) I p0 I z COASTAL 32'-0" PROPOSED SEASONAL HIGH 1 z:z 0 t I VEGETATION ME N HIGH CONSTRUCTION 8" CMU/CO CRETE WATER LINE 1 "'pZ LINE WA R LINE CONTROL LINE SEAWARD DISTANCE RETAINING LL ' 0 NEW CMU/CONCRETE RETAINING WALL PROPOSED 40'-0" CONCRFRANGETE DRAWN CONCRETE SEAWARD DISTANCE OF PATIO SLAB CCK REVEGETATED EXISTING SLOPES CHECKED 76'-O" TO THE BEET OF THE ENGINEERS KNOWLEDGE CCK SEAWARD DISTANCE OF AND BELIEF: 06/0 A SEASONAL HIGH WATER LINE 309'-O" 1, THESE RETAINING WALL AND SLAB DESIGN RANs j � AND SPECIFlCATIONS ARE IN COMPLIANCE WITH THE �� SCALE SEAWARD DISTANCE OF VEGETATION LINE STANDARDS ESTABLISHED IN SECnON62B.M.007, 1 = 20'- i FLORIDAADMINISMTIVECODE. JOB NO. 386'-0" SEAWARD DISTANCE OF MEAN HIGH WATER LINE � FLORIDA . E10-01' { , - SHEET 5 - `" ' - - = LEGAL DESCRIPTION EXCAVATION NOTES: _ �' EXCAVATION QUANTITIES: ALL EXCAVATED EXISTING SAND MATERIAL MALL BE RELOCATED . - I . I- S ITE P LA 1\4 p LOT 9, TIFFANY BY THE SEA AS RECORDED IN PLAT UNDER THE NEW PATIO CONCRETE SLAB ORS PAVERS. ALL EXCESS 60 I 1: I c - r' _ Z BOOK 46, PAGES 94 AND 94A OF THE CURRENT TOTAL EXCAVATION FROM DEADMEN = 1.3 CYDS EXCAVATED EXISTING SAND MATERIAL SHAL' BE PLACED NERC-AkTHE CONSULnNBsTRUCTURALEN EER'' - �� SCALE• 2O PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TOTAL EXCAVATION = 1.3 CYDS SEAWARD OF THE NEW RETAINING WALL AS REQUIRED. 42DOSMOLnAv�NUE, iIIIIIIIIIIIIIIIIII EET 1 OF �.�. LCA "�"�"' CITY OF ATLANTIC BEAC SEE PERMITS FOR AD D i' IITONAI, - FILE C Y REQUIFtEMENTSAND CONDITIONS. I t ..,....",. .:.;; ter- z-.. • - xBVIEwEDBY: �� DATM: !y,2-10 j REVISIONS BY DEP PERMIT CCK Q---� ISSUE 06/02/2010 DNR MONUMENT No. 72-81-A15 S79b0'S6"+ 1.68 N P.I. OPPOSITE R- 39 I N IW 1 N m to MAP SHOWING SURVEY OF J LOT 9, TIFFANY BY THE SEA AS RECORDED IN PLAT BOOK 46, tO PAGES 94 AND 94A OF THE CURRENT PUBLIC RECORDS OF P.I. OPPOSITE R-40 DUVAL COUNTY, FLORIDA. Io IW m apo I Oo ' r I I I U I ppp I FOUND NAIL I i Z (n 1 I - Of ' 1 P.I. OPPOSITE R-41 I w Q 1 LIJ Z 2 ----- 1 1 F- Z) ZL'ONO o 0 Of. � QUCO r-- i IN NOTE. U QUJ ALL REFERENCED DIMENSIONS 0°0 z C14 ' FROM THE DEP CCCL LINE TO ``' m ' Of of I 1 1 Iw ' LOT 11 THE NEW 8" CMU/CONCRETE NOZ a 0 40 -oft RETAINING WALL ARE TAKEN IZ z oo LL_ ! COASTAL I SEAWARD DISTANCE FROM THE NORTHERN AND � �Y ' CONSTRUCTION OF REVEGETATED SOUTHERN PROPERTY LINES. (j cin Q ' CONTROL LINE EXISTING SLOPES I - Z Iz 1-30 PROPOSED 8" CMU/CONCRETE C 1 ' '2ETE RETAINING WALL w/ TIEBACKS I ' EM LOT 10 AND CONCRETE DEADMEN 1 L ' ; REVEGETATE DISTURBED SLOPES 2 STORY STUCCO 36'_0" I0 �* RESIDENCE No. 2217 3D' WITH SEA OATS ® 1'-0" O.C., I0 1 i " 120' o SEAWARD DISTANCE EACH DIRECTION, ON ALTERNATING �z ' OF NEW CMU/CONCRE E STAGGERED ROWS 110 RETAINING WALL Iz 1 SEASONAL HIGH 1 a I� VEGETATION MEAN HIGH ' 2\ WATER LINE !0 LINE ' WATER LINE A 5.2' 5.6' 9.2 I 10 1 20.5' in I Z N 4.4' , ►, r I 1 SET GN/UL& DISK, Lesion N89°46 20 E 26.59 'm I � NOR G = 2,169,220.3 CONCRETE 21.67 l.�0.9' FOU D 1/2• I)4­11 V•sEA511 530,448.8 20.1 =7 CAP x 5.6 5.0 x 4.8 x 1.0D MASONRY WALLS 19.8 MASONRY WALLS 21.4 1420,5 2' x ° x 13. PIP L8x 5.2 x 5.6 x 4.4 5. x 8.8 x 7.2 x 7 4.4 x 0.6 -x5.2 x4.2 x33 3x x-2.4 � 8.3 7.8 20.7 �C .3 -V .0-O 359 rx1 5 exO O C0 w 5 , ,: w^ i SEzNN ... CONCRETE 2 STORY STUCCO Fr : w , . .}'i DUNEGDRIVE �" RESIDENCE No. 221a EFic a0.a - x11 2 M m m VF81L9fD FLOOR � 1 8 w x �OQ �� 9.a7.9x 18 4 Z1. BGARAGE FLOOR S 72 ; _ 33.. L 9 1 x .1 -8.9 x9.8 ae N x88 7 x x4.7 x4.7 xt3.8 x2.7 x0.6 x-1.2 .2x x-2.5W's. .8 x5. 7.0 x4.5 x4.3 4 x9.0 x7.0 1 x7 x5.2 5.0 .4 , C `J CA rn 70r- 1 O (JI �'S.2'.M '•' �''' �•F• 7P � CON WALK•:. LLJ STOW FOUNTAIN .78. 1?I• ''' , C9 RETE `'0 1 7.3 Z OJ OPIK, It� 7.3 86 21.3 21.9 F00 ■. �� �- - --- -- 5 - --5 0 -9. -_- _ 7.8 6.8 x8.7 x7. 4.2 7.3 x x 5.1 x0.5 x-1.1 x-23 D 7.5 x6.3 1 x4.8 x3.0 x2.8MASONRY WALLS PAC MASOIf1Y VALLS fir 2J N ISIC Le5318 ,7. 25.1N8 6'20"E 220.49' IFOUND 1/2• I D Q Q U a NO 34.8' , INK CAP z U Q NORTI•� =2,, °' 1Q6' ,,°I"-17.a ( 89'47'43"W 20.57' FIELD ) ---� =1 LIJ FASTING .454.3I I Q m ' 2 STORY STUCCO 1 w PROPOSED SEASONAL HIGH I VEGETATION MEAN HIGH L U ' 8 CMU/CONCRETE WATER LINE I LINE WATER LINE W N Z � RESIDENCE No. 2213 I 1 ' 1 14.5' RETAINING 'WALL > V) < PROPOSED O Q FRANGEABLE REVEGETATE DISTURBED SLOPES W 1 o a CONCRETE WITH SEA OATS 0 1'-0" O.C., im z 1 ' o � PATIO SLAB I� h EACH DIRECTION, ON ALTERNATING Io Q 7'rl 54• 4' r STAGGERED ROWS i� NOTES: 1 I LOT 8 iz 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. In 2. BEARINGS BASED ON THE CENTERLINE OF ALICIA LANE T _-__-__ __--__�_---_-- _--__--_-__--_--_ --io BEING SOUTH 08'32'55" EAST, PER THE PLAT OF TIFFANY �Z BY THE SEA, WHICH WAS BASED ON A LINE BETWEEN 1 ' COASTAL . " io DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS CONSTRUCTION ' 32 -� it R-40 AND R-42 PER THE FORMER COASTAL CONSTRUCTION w i CONTROL LINE IZ CONTROL UNE FOR DUVAL COUNTY, FLORIDA. THE CURRENT ' SE WARD DISTANCE 11A COASTAL CONSTRUCTION CONTROL LINE WAS THEN SHOWN OF N W CMU/CONCRETE I BASED ON THE STATE PLANE COORDINATES. 1 3. THE CURRENT COASTAL CONSTRUCTION CONTROL UNE IS 1 i TAINING WALL RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, ' I DUVAL COUNTY, RECORDED JULY 21, 1992. 1 i 4 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING ' I EXTENDED DATUM FOR TIDE STATION 872-0291 FOUND NAIL t I 1 LOT 7 i LSK, LB3872 (JACKSONVILLE BEACH, MHW = 2.10 (NAVD 1988), TIDE D 1 rn I RANGE = 5.07'). I 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA 1 1N i STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water 1 line" means the line formed by the intersection of the it! 1 " I rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. 2.10 + (1.5 X 5.07') - 9.7 (NAVD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL Ica CONSTRUCTION CONTROL UNE AND CONVERTED TO NAD 4 1p 20 40 1983 DATUM USING CORPSCON 6.0.1 (NOT TO BE USED SCALE: 1" = 20' HATH BEARINGS SHOWN HEREON). Io 7. BENCH MARK USED IS THE NORTH RIM OF A SANITARY MANHOLE AT THE CENTERLINE INTERSECTION OF ALICIA DRAWN I LANE AND KIMBERLY COURT. CCK ELEVATION = 8.67 (NAVD 1988). 1 8. THE EROSION CONTROL UNE AS RECORDED IN PLAT CHECKED TO THE BEST OF THE P.I. OPPOSITE R-42 BOOK 35, PAGES 59, 59A & 596 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY CCK MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. AND BELIEF: DAT �=:44_ IN 9. THE OWNER OF RECORD PER THE DUVAL COUNTY THESE RETAINING WALL AND 060272010 - PROPERTY APPRAISERS OFFICE IS THE DENISE KLETT LEWIS SCALE STANDARDS ESTABLISHED IN SECTIONN62S.M.007, 1 = 20l-0 LIVING TRUST. AND „ DNR MONUMENT No. 72-81-A16 FLORIDAAOMINISTRATIVECODE JOB NO. FLORIDASEAL E10-017 - SHEET `L GHRI C. - CONSULTING STRUCT1JRA &GINEER 4200SCEOLAAVEME .. - JACKSONVILLE BEACH,F =A3=, SHEET 2 OF 4 (80812174707 FL P13100 REVISIONS BY DEP PERMIT CCK (n COASTAL CONSTRUCTION STRUCTURAL NOTES: ISSUE 06/02/2010 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE LORIDA BUILDING p CONTROL LINE CODE 2007 WITH 2009 AMMENDMENTS. DESIGN LOADS N ACCORDANCE -P N 40'-0" WITH REQUIREMENTS OF THE AMERICAN SOCIETY OF CI IL ENGINEERS ' SEAWARD DISTANCE OF REVEGETATED EXISTING SLOPES "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER S RUCTURES", N I ASCE 7-05. 36'-0" rri ALLOWABLE UNIT STRESSES SEAWARD DISTANCE OF NEW CMU/CONCRETE RETAINING WALL CONCRETE: (PER ACI 318 AND ACI 301) cn I PROPERTY LINE N 8 9 °46 ' 20" E 226 . 59 ' CONCRETE (MINIMUM f'c REQUIRED AT 28 DAYS): FOUNDATIONS f c = 3000 PSI I 20.1X 8.6 CMU CONCRETE FILL f'c = 3000 PSI 21.4 20.5X 21.48 X X18.1 X1 .3 CONCRETE MAXIMUM WATER CEMENT RATIO: 0.60 EXISTING ,,� : .. REINFORCMENT ASTM A615 - GRADE 60 I LANDSCAPE .. . REVEGETA ISTURBED SL S SOIL BEARING PRESSURE: 2000 PSF ' X 21.4 ''' '19.0 X WITH SEA OAT 1'-0" O.C., REINFORCED CONCRETE U STAH DR D RIOWS LTERNA REQUIREMENTS OF THE LATEST EDITION Z A NG X ALL CONCRETE WORK SHALL CONFORM TO THE w 21.1 . OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE w ¢ REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. L ALL FIBERMESH CONCRETE SHALL HAVE f'c = 3000 psi WITH 3.0 lbs OF w Z) of { 101' _ 12"W x 24"DP x 36"L " moi`' "FIBERMESH 300" VIRGIN HOMOPOLYMER POLYPROPYLENE FIBRILLATED FIBERS Q > o ____�----- CONCRETE DEADMAN, PER CUBIC YARD, VARYING IN GRADATION AND LENGTH FROM 3/4" TO 1 1/2". ¢v to r -19.2X � Qrh CAST IN PLACE w/ f- ¢ UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL d v J w r U, FIBERMESH CONCRETE .'. BE AS FOLLOWS: Z> wo m z N WVn (nJCL00 TYPICAL 6 LOCATIONS w :`''21.48'' X 16. FOUNDATIONS 3" ~ Uo S w o J 00 O ' X 21.0. ��,, ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. O z N o U- . .. ..X , '` ' ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. v cI', ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED zo -' g/8"� T READIED R D TIEBAC AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES = ,77 s w/ 3"x3'x�/4" PLA WASHER AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD U n AND HEX NUT EMBE DED IN PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS O N` N: ' G THE CON ETE DEAD EN. SHALL BE PLASTIC DIPPED AFTER FABRICATION. ' p `� 2nd ORY (TYPICAL) ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST DEC 11.2 EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. C :' o. ' ' X DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. 21.0 X. X16.8 LOT 9 MASONRY ` N Z 1_ `9 20.0X. x'.1.46 ALL EXTERIOR CMU RETAINING WALLS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. O - ALL EXTERIOR CMU RETAINING WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT z z' - PROP ED 8" CM /CONCRETE FILLED CELL WITH 1#5 AT: 10.8' 22 -9 t •. :' • RETAIN I G WALL R INFORCED • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, 10 EACH SIDE OF CONTROL JOINTS w/ 1,� # VERTICAL WEL • AND AT A MAXIMUM SPACING OF 4'-0" O.C. AT THE 4'-0" EXPOSED ® 48 O.C. FILL ALL LS SITE RETAINING WALL r ' SOLID w/ ONCRETE GR T. I .:. '► ' m ► oo LAP VERTICAL BARS 25 MINIMUM WITH WIRE TIES. J 21.1 X X17. Q x'1.48 GROUT ALL CELLS SOLID WITH CONCRETE GROUT. DO NOT BEGIN PLACEMENT OF L1J EXISTING 2 STORY STUCCO �� -8 -o ` OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED` AND APPROVED. RESIDENCE , N' 2215 ,_ (TYPICAL) 1 ,; A +� ATIO :� ' • �: � •- c-4 MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1.NEW � I'EL. +22.0NAVD;:• " FRANGEABLE CONCRETE : w w o TOP OF FINI HED FLOOR REVEGETATE STURBED SLOPES THREADED ROD HARDWARE Z a i SLAB w/ TILE FINISH .:' `(EXIS PING TH SEA OATS ® 1'-0" O.C., J �:: ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. OLTS SHALL MEET ¢ _ 40 EA DIRECTION, N ALTERNATING REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED IN z v ¢ sr STAG RED ROWS Lv J w 4 I ACCORDANCE WITH ASTM A-153. THREADED TIE RODS SHALL MEET REQUIREMENTS OF Q ¢ m ASTM A-36 AND HOT DIPPED GALVANIZED IN ACCORCANCE WITH ASTM A-153. 10 O I 23', X �n v 21 8 21.2 NUTS SHALL MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPED W (f� N z¢ X 2 8 GALVANIZED IN ACCORDANCE WITH ASTM A-153. a EPDXY ADHESIVE SHALL BE SIMPSON STRONG-TIE "SES" TWO COMPONENT EPDXY ADHESIVE Q W ii . SUPPLEMENTARY N _J NOTES z f l i 21.84 to Too Q THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTR OR BE RESPONSIBLE FOR Q 21 85`: EXISTING o EXISTING CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROC URES, SEQUENCES, ACTS AND/OR LANDSCAPE CONCRETE OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PER NS PERFORMING WORK, NOR FOR O FOOTER r, `,� _ THE FAILURE OF ANY OF THEM TO CARRY OUT WORK N ACCORDANCE WITH THESE CONTRACT DOCUMENTS. �- j X22.0 ' X21'9 ' _ PROVIDE ALL TEMPORARY BRACING, Q ' 010 H GUYING, OR OTHER MEANS TO AV EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELE ENTS IN PLACE DURING PROPERTY LINE N89 `46 ' 20" E 220. 49 ' X24.2 19.5 X WOOD DUNE WALKOVER ' CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DIS RBED, OR UNSTABLE SOIL, 0589'4743"W 220.57' FIELD ) THE ENGINEER SHALL BE NOTIFIED. COASTAL CONSTRUCTION VERIFY ALL DIMENSIONS WITH CIVIL/SITE DRAWINGS. EXCAVATION FROM CONCRETE CONTROL LINE DEADMEN SHALL BE USED AS DESIGN ASSUMPTIONS . NOTE: BACKFILL UNDER NEW PATIO. ALL REFERENCED DIMENSIONS I `32'-0" NO IMPORTED FILL PERMITTED. THE FOLLOWING DESIGN INFORMATION WAS ASSUMED R THE ANALYSIS OF THE FROM THE DEP CCCL LINE TO THE NEW 8" CMU/CONCRETE I SEAWARD DISTANCE OF NE . CMU/CONCRETE RETAINING WALL MASONRY RETAINING WALL: RETAINING WALL ARE TAKEN NO NEW EXTERIOR PATIO RETAINING WALL FROM THE NORTHERN AND 40'-0" SOUTHERN PROPERTY LINES. LIGHTING PROPOSED SEAWARD DISTANCE OF REVEGETATED EXISTING SLOPES o = 30' Pa = 40 PSF LEVEL BACKFILL w = 110 PCF Pp = 330 PSF 40 PSF SURCHAR DRAWN SURCHARGE LOADING FROM CONCRETE FOUNDATIONS F ANY ADJOINING CCK PATIO AND RETAINING WALL PLAN BUILDINGS SHALL BE A MINIMUM DISTANCE OF 15'-0" ROM THE FACE OF CHECKED THE MASONRY RETAINING WALL. TO THE BEST OF THE ENGH3NS KNOWLEDGE CCK SCALE: 1/4" = 1'-0" AND BELIEF: DATE 06/02/2010 THESE RETAINING WALL AND SLAB DESIGN PLANS SCALE INDICATES SLOPE/RUNOFF AND SPECIFICATIONS ARE IN COMMANCE WITH THE ,� STANDARDS ESTABLISHED IN SECTION 62&33.007, 1/400 = 1 -0 - 16 - EXISTING GRADE FLORIDAADMINISTRArnECODE.. JOB No. X g EXISTING SPOT ELEVATION 20. Lat(bi►sE/►L E10-017 ELEVATIONS SHOWN HEREON ARE SHEET BASED ON NAVD 1988 DATUM CHRISTOPHER c�x�rHE CONSULTING STRUCTURAL ENGINEER 42ODSCEOLAAVENUE JACKSONVILLE BEACH,FLORIDA 32250 (808)2174707 R.P.E.368Z0 SHEET 3 OF 4 i y REVISIONS DEP PERMIT ISSUE 06/02/, TO FACE OF DEADMAN REQUIRED HANDRAIL DESIGNED BY OTHERS 40 PSF SURCHARGE RETAINED 8"x8" CMU OPEN BOTTOM BEAM AS PER OWNER'S ARCHITECTURAL FINISH EXPOSED LINTEL BLOCK BOND PERMITTED SIDE w/ 1-#5 CONTINUOUS SIDE REQUIREMENTS DRILL 6" AND EPDXY 5/g"O THREADED EL. +21.48' NAVD UNREINFORCED 4" CONCRETE BREAK-AWAY ROD INTO SIDE FACE OF REINFORCED SLAB ON GRADE OVER TERMITE TREATED CONCRETE FILLED CELLS ® 48" O.C. ? TOP OF CMU WALL COMPACTED EXISTING SAND. SAWCUT SLAB-ON-GRADE ON A 5'-0"x5'-0" GRID. EXPANSION JOINT AND Q ELASTOMERIC SEALANT r• ►: °• •• CENTER VERTICAL o • ' •.. o D. . . . • . °• : x REINFORCING IN Roil �l \/ % o x /�\ x 8" CMU CELL z V) o w HOT DAPPED �`"��/i./�j\//\\ — Of o GALVANIZED` ROD \ \// NOTE: LTJ Z c / M INSTALL RETAINING HOT DIPPED • %/ oWALL IN 5'-4" _ zLljc GALVANIZED ;. .. ; 8" CMU RETAINING WALL I x LONG SEGMENTS. Q z u HEX NUT AND - 4' a a Q b w/ 1-#5 VERTICAL ® 48 O.C. z 3"x3"x'/4" PLATE I :'a; CENTERED IN CELL. FILL o a WASHER N ALL CELLS SOLID w/ CONCRETE DRAIN GE WEEP d v J (10 COURSES HIGH) % _-_ HOLES © 48 O.C. :3 0 1-#5 VERTICAL DOWEL w/ � W o- �. " STANDARD 90' BEND AND \ z o 2 12"W x 24 DP x 361 25 ,. MIN. LAP w VERTICAL / I0-<-j I- N CONCRETE DEADMAN 1 -0 / » �// VARIES 0 ' REIN.FORCING ® 48 O.C. I-- o CAST IN PLACE w/ \/� _ TOP OF GRADE (n V) a FIBERMESH CONCRETE ' 10 NOTE: PROVIDE KEYWAY ` 36„ 4 CONSTRUCTION JOINT IN RETAINING WALL EL. +13.81' NAVD FOOTING ® 5'-4" O.C. 3" CLE R BOTTOM OF FOOTING 9» 8" g" 8" 12"x24" CONCRETE FOOTING w/ 5 DOWEL 2'-0" 3-#5 CONTINUOUS Q " 12"w x 24"DP x 36"L 4'-0" EXPOSED 8" CMU RETAINING WALL CONCRETE DEADMAN, CAST IN PLACE w/ FIBERMESH CONCRETE 1 S E C TI ON.116 z o PER SECTION C-4 SCALE: 3/4" = 1'-0,. HOT DIPPED Q GALVANIZED W HEX NUT AND W U 3„x3»x�/4" PLATE g WASHER � � z �--�-� ry LENGTH "L" 5/g"o X 10'-0" HOT DIPPED ` GALVANIZED ROD c o PER SECTION 0 n DRILL 6" AND EPDXY v I w W r^ Q° 5/g"O THREADED RODE; Oo INTO SIDE FACE OF "� 0 o REINFORCED CONCRETE rn FILLED CELLS ® 48 O.C. WIDTH x DEPTH x LENGTH I _ CONCRETE DEADMAN, I o X ZCAST IN PLACE w/ W FIBERMESH CONCRETE ., k I;. 8 CMU RETAINING WALL THEORETICAL SHEAR0 wlt 1—#5 VERTICAL ® 48 O.C. 1/2 CENTERED IN CELL. FILL CONE INFLUENCE SEALANT TYP. PRE—FORMED a CONCRETE LINES BOTH FACES. NEOPRENE GASKET I AL CELLS SOLID w/ (10 COURSES HIGH) 4/4 L /2 'o L"/4 FULL HEIGHT OF WALL 5/g"0 HOT DIPPED GALVANIZED ROD PER SECTION \CP COTENDICATES —#5 VERTICAL, FIRST LOCATE HOT DIPPED GALVANIZED TIEBACK CENTER LINE OF CALL EACH SIDE OF jl 4'-0» OD AT MID-DEPTH OF CAST IN PLACE CONTROL JOINT. CONTROL JOINT. FILL ALL C.J. CELLS SOLID WITH CONCRETE CONCRETE DEADMAN li DRAWN TIEBACK/DEADMAN LAYOUT TYPICAL TIEBACK OD ANCHORAGE IN CONCRETE DEADMAN CMU CONTROL JOINT CCK CHECKED TO THE BEST OF THE ENGINEER'S KNOWLEDGE CCK 2 SE C TI ON 3 SECTION 4 DETAIL AND BELIEF: ATE 06/02/20 PESE C-4 ESIGN PLANS SCALE: 3/4" = 1'-0" C-4 SCALE: 1 1/2" = 1'-0" C-4 SCALE: N.T.S. AND SPRECIFICATIONSARE IN COMAINING WALL AND SLABDPLIANCEWITH THE SCALE STANDARDS ESTABLISHED IN SECTION 62B-33.007, 1/4's = 11— jj FLORIDAADMINISTRATNECODE. JOB NO. j FLORIDA_SEAL El 0—017 SHEET CHRISTOPH KATHE CONSULTING STRLICTURAL ENGINEER 420(WB)2474707�FL P 38820 SHEET 4 OF JA K87LLEBEACK FLORIDA3= i I I