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1629 Beach Ave pool landscape plans KURT & NANCY PFOTENHAU� �Z 1629 BEA CH AVENUE ATTANTIC B -.,EACII , FLORIDA I OCEAI�TFRONT INFINITY POOL LANDSCAPE PLANS AU-GUST 12 , 2016 DECEMBER 1 , 2016 i I PLANS PREPARED BY EUTHENICS STUDIO ! LANDSCAPE ARCHITECTURE, URBAN DESIGN 904-333 -7483 kellmore comcastnetNO CRONI� DUCH ARCHITECTS LOU puNTIG0 & ASS'o� uI_A'TES IloiC . ARCHITECTS STRUCTURAL ENGINEERS 904-626-3452 904-242-0908 www.cliff�c„vcronkduch.com �'�'�''��'-�'C4t° ! , DEC 2 ? cots I 1 � 1 ANGLE POINT OPPOSITE R-4611 ► MAP SHOWING SURVEY OF � 1 / + LOT / } _ 120.9 700' , ti LOT 10 I' LOT 6, NORTH ATLANTIC BEACH - UNIT NO R-C-B----S CORPORATION AS RECORDED iN PLAT BOOK 15 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WiTH ALL OF THE LAND LYING EAST OF AND BETWEEN THE EAS T ERLY PROJECTION OF THE NORTH AND SOUTH LINES OF SAID LOT 6, TO THE EROSION CONTROL LINE OF THE ! / / I I ATLANTIC OCEAN. � a.o , 20.0' x'_, _ 0 - / II ® m 1 CONCRETE R i to EUTHEENIC6 / I I / } DEWEES AVENUE (PER PLAT) / z I _ -__ 1 CLOSED PER OFFICIAL RECORD / D° M 1 g _ {{ A 1g AN &TU� 10r rr1 .s I4 L6 E �' I # I ! `C I `! ! 'mss BOOK 15646 PAGE 860 0' n�P 1 I : I� '� f 1 / + 7.0' 1 SEE L I �tt%el C LAND ARCHITECTUFMI 1 137.6 0 1 I , . ,g COMMUNITY PL�4NN INCA / rn 0 22.0 I FOIR ! / _- ANI I / , I 210 } ' ; SEE L L& � ' _ URl•3a4N DESIGN / 1 I 117.0 I i 1 1304 333 '1403 / I / LOT 9 ' kellmore-scomcast net 1 - - - !. CONNECTION LINE TUj�. N NCfRTH ENS FLORIDA REG._ _ FUF,-., HE%5T VER f CAL WALL TCS �C�UTH N GEORGIA REG. No. 665 1160 10 20 40 / 11 + _ _____ _ _ - - i : fURTHE!5T VERT i CAL LINE SCALE: 1" = 20' / +�Ln "- 201 . 9477 ' / I LOT i • 8 i I e SEAL e STEPS 1 { 110.6 { { I 1 ! I / o I I xQ I AF'PRO�IMATE EDGE r BRICK { I I + OF VEGETATION { { / I I I I e ! ! / N=2184447.9 I a Z M I } ire 8 ! x 4t2 m° VERED t I I I { ! I ! ! 1 / { C x1 E=530836.8 A2 1 0 OD I IRON PIPE& CAP / { i -•, WOOD STE i FOUND 1 �+" 1 1 1 ' { I I �`�• rn W / } 22.0 CA ri 1•0 �• 6 S 1 i { ! f � ui pE�CK i LB 4603" �a�__-�'�' 1 1 1 1 1 ' 1 x 12• 1� { �'�� �{ i � :t !n � i { ' {i ! { I! II II �-s 111.0 J I 207' LOT 7ui 24.0 ��.�' \ 1 i ► 1 I 1 ► 1 , I d { I i { 8.1 2 : ! I „o i { x" ° 1 C3. l G7-rl .0' /� e 170 5 1 \\ 111.7 x �. i 00 O o, \ W 1 ; 1 1 1 1 { 1 { 1 g ! I / x 2 g g I I {• I 1 { g { " ! c"::" ! g i Z i x 12 5! x13 r I ; + { I { �m x� 5• i 1 1 1 1 1 .{ 2 11.•`°� 1 { 1 y\ ,w� { g y f } ! f ..w,.•.. f STEPS 1 { \� { t'' g { ! i F I {v { { n r +� -----, 1. x16 j i i / d I g r- i I 6 { ; r fj ; FOUND 3/8 I I 20.7' i % O 1 i 9 i 1 ! / ; �� i C� �: R ! iso `q 1 i { 1 ! 1 RE-BAR, NO CAP 7 i \ 1 }xs• I 07I 1 I i ry I ,r g I i : { { ! { 1 e).2 ,8 O 1 I ii 1 I d �{ r { +, I 1 1 ! 06 ao 1 l I I ; 1 j 1 i ; 3 OQ x �^� 3 8. S 12.7 1 ! 5 { g / �---�--! ® 8 R{CK 'i 9 .9 1, ^\ x 8� \\ I OBJ { ! I c�tf d I { } R { I 4e { g g I . j I I I sr 9 _n N�{ 23 1 x 9 ,. 5 I I { e 1 1 rd P { I ,r ! x ! ,� I 8 W x 8. \ I I f �'c- I { { { } I o�3 ® �-, ? -a cn QOO!- 5 { ! x 9.7 ! \ , { ! I ' d r F. { { { { I ti ' { 1 x .B ;� c� Q 24.1 N m 1 d { .� i I ► dd r I{ { 1 Ig i4 ! { " { TER L4eC a "�N \ , d { F { i g , Of �N \ �''�"" in O D G00W d d-- ! \ I ! {,��°.! d d J g � f { . �. �4 Q -Y -� m Z _ gy m �x x 12• d c-- O y i \ I I I f d I { { s.O +, !' � .r �,\Cf- N v--{r°' m ..�Z 1 � � \ ! I JI 1 1 d d { { ; � ° i��EA+� ���.H W,3 � Z _ cn D I d- d I I i cn_ n sn \ / \ ' I I I I 1 ! I d(' Q 9 `..�►- v� cn D -n \ o > � ' 1 I 1 1 i � d d x1116 �x8• i e x5- E�.EVATIGN >- 00 (�\ I-o I r, z©per z r- z "' :� U} \\ j IV x�,.2 i { I I h3 x11 `ate" i ;' rte- SEASONAL HIGH WATER UNE C� !� D `m 0-< WO o ° 139•x4' I 1 I 0 x8'3 , Lu \10 93' +�� -ric)zM �' �11-r, I o i - 9.85 Q 8.08 8 a-- } DO D" s \ 9 o ELEVATION \ OID D O / iv i N » g.2 O O i W Lu _ 1 M" I / in � 00 i i 1.2 x FOUND 1/2 x X ? 6 D 0 O 1 O (y Z N j i IRON PIPE & CAP 16 x ? Z �` D.N.R. MONUMENT NO. A18 ( o a t-s- �, +-� "LB sols I `o m m + < CONCRETE I rn ! 98. N=2183562.4 o-► o DRIVE - I U r t � E=374065.2 M Z 13.7 0_' ' I 1 1 0 6 .01 CONCRE 20 2 21.0 b 11.0' N . } 1 +Z Ui { M <C `� �u 8• 9 woo I 1.o z of n + a 8.0 x 6 x 5 ?8� 7i < 8.008' FOUND 1/2w I 119.3 { o = , z w Lu 1 IRON PIPE & CAP I N�� I +r `--�---1 r "LB 4921" � .r-- � Z + � `J Imrn i ca� r car+ 1 o.0' o { o+ LOT 5 �� Im i N=2184398.3 u+� Om o 1� E=530834.2 =1� o I I E + �-- { 'Iz �z I� _ _ + 1;THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. fTi O N rn � �"�UNDAR . 1 Lo v�rrn _ '` - - ' 2)NO BUILDING RESTRICTION LINE PER PLAT. - rn � ID I I 3)BE.ARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-81-A18 TI'., D.N.R. I�iONIUMENT No. t , � COASTAL 3 � �'2-81-A19 AS PER THE __- - - a' BRI K CONSTRUCTION CONTROL LINE FOR DUVAL_ COUNTY, FLORIDA, AS - " � i RECORDED IIS MAF BOOK "C" PAGES -- ' _S 72 72ri OF THE CURRENT II II I _ .>v I � 1111 1s.o' 1 1 I PUBLIC RECORDS 0, ! �� � SAID COUN�1"Y, I 1 : 4)THE EROSION CONTROL. LINE WAS CALCULATED FROM STATE' PLANE + } { + COORDINATES FOR THE COASTAL CONSTRUCTION CONTROL LINE AND THE + I 14.0' 8.0N 2.9• I EROSION Ci�NTROE. LINE. } + 5)BENCHMARK USED: A--17 BRASS DISK 1.0' BELOW GROUND LEVEL 15' , 1 ► ..O�JTI-I OF E,�,.�e OF , AL�h;�El�, : 18TH STI��Ef, 2.> WEST �3F EDGE OF PAVEMENT OF SEMiNOLE ROAD. (ELEVATION - 10.89 N.G.V.D. 29) I I LOT 4 � ti9 I N CONVERTED ELEVA T IONS SCI 9.79 (N.A.`�'.D. 88) PER NATIONAL GEODETIC I 122.0 43.1' I FENCE - - + �i STONE COLUMNS SURV"I VERTCtJ SOFTWARE. i M A SITE BENCHMARK: (AS SHOWN ON SURVEY). + �` I 8 UNDER -; • i D 1 TI - ES � SURVEY. C'�U'�i, .� ,l�.I 11�:� NOT L.).,ATED BY THIS ..I<dRV.�Y. xt /)MEAN HIGH `�tIf_%. L,I�lE `Mrf��� BASED ON EXTENDED DATUM FOR !IDE I� 1 STATION 872---0291, JACKSONVILLE. BEACH. MHS!=2.2 N.A.V.D.(1988) WITH IJ + - -6' WOOD FENCE WALL i x A TIDE RANu OF j.1 FEET ® SHEET <:TITLE - - 108.3 1 8`SEASONAL HIGH; WATER LINE CALCULATED ACCORDING ' ` 1TO CHAPTER _ 91.0 ` . 2" IRoN _ _ _ - 1 Wp0 LOT 3 x •.I 16B�-33.0021;45), FLORIDA ADMINISTRATIVE CODE, MHW(2.2)+('1.5 X TIDE FOU P PE f� 3572- CONCRETE W COVERED : 8.0 P.ANGE 5.1 = 9.85 sTOR ) I � PO)OL DEC 9)EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED + �Y, N TWO RESID NCE STONE I d D PORCH 11 PROPERTY tiA , AND S CALCULATED FROM COORDINATES OF SAID DNR { LCT B COVERS I :1 MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL_ COUNTY, 161 - P I I CONCRETE N�� ELEVAj10N - 27.15 1 FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF i } FINISHED FLOOR 8.9 WING 1 :1 SAID PUBLIC RECORDS. + )COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST �� � i Cr�' 39.8' �- WALL d I STEPS x--= ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL B0,4TU1RICI--IT COVERED �' w I RAIL FENCE __ i _ ALUMINUM�NxU--"�"x=-fix LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. G - - I SURVEYORS 11 THE GENERAL PER I + 109.3-- ' - __- ._._-'---"` _ _ - _ - 91 ' )• MIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK C 0 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I 12)THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY r I 135.1 70.9 i � '� APPRAISERS OFFICE IS KURT PFOTE�lE~-I.AUER. i T.51 I m 2_STORY MASONRY p DATE ISSUED ENCS # 1605 16.9 r /� t RES1D a`�PRIL 5, 21(0 FOUND NAIL and , r011ilD 1/2. 1RO{4 { G{SC LP 3672 _ �J� ?IPE lg 3872 + I BRICKPAVERS , APPEARS A R TO Li IN .� , 38. 20.0' THE PROPERTY SI-10'VAIN HEREON A�' .. E: 1fl5 � I N83 �, .52, FIELD FLOOD SONE "AO" �DEi�'Ti-# 2'}, F LC�CD �OI'�E "�'E" �E� REVISIONS N83'19 28 E I Q 38 z 3 4), FLOOD ZONE €a��Eaa (EL i ) AND FLOOD ZONE aaas DEC. 1, 2�1� O LOT 2 151 `� I BRICK PAVERS _; i ARLA OU '•. SIDE OF THE C.2% ANNUAL F IF- 1 � _ L CHANC` ---- N I FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM 1 THE FLOOD INSURANCE RATE MAP NUMBER SCALE + 119.1 71.9' I ' 12031 C0409.H REVISED ,?UNE 3, 2013 FOR DUAL II I I COUNT", FLORIDA. 1 = 2� l � i I •` ON I 1 2016•--0152 24" x 36" v LOT "Aaa i LOT 1 1 NORTH I SHEET I � • z J'p:N , D.N.R. MONUMENT NO. A19 i ANGLE POINT ` 1.'Ib '5`� N=2183631.5 I THIS SURVEY WAS MADE FOR THE BENEFIT OF KURT OPPOSITE R-47� "��`q, tk E=374888.1 ► ' F T +{ e 9 1 HAi I L of PI•-O I�I`�I-I��ER AND NANCY PFOTEI�J. ,. .�ER. FEBUARY +9, 2016 3' HT, FOLYFROPRYLENE 'OST REVEL OFMENT IMPERuIOI s SI R �4CE �- S / ',4L1�IS R 1„fO ED CONTINUOUS I=ABRIC FENcE EXISTING DEVELOPMENT I1'�11='Ei��l101�s SI�R�ACE ��1� S lOOio �`'�� 13 41(o SF 1005101 LOT SIZE - 13, (2) 3" DRAKE ELMS - �OT S!zE �t-�Ol�s� FOOTPRINT I1�1� - 1, 92 S - I 1-401�sE 1°OOTfi�RiN�' - 1, 92 SF (2) 10" W 4SH INGTON I A PALMS 12 ' CT 2 x 41 O.C. APARTMENT FOOTPRINT - 934 S (3) 12 " cA55 GE PALMS - 1(o ' CT" STAKE, APARTMENT FOOTPRINT - 93� S� STONE FAT 10 - 904 S �9 S� BURI= S ABRBC 3► B RI C< FAT I O - 3 UJ LaGUJ,4'I'S - 301 S 2 DEEP UJ � L KUJ PI'S - 301 �' POOL DEC< - 1,29 S STAKE STEWS - 2 2 S OLL. EaU I PMENT FAD 49 S zON INCA CL,4SS II=I C,4T I ON - RS-2 DRME STAKE " ® I UTH N f CS ...................._ 6'' INTO GRNDI . —31 DRIVEWAY 3 s STEPS - 282 S LOT WIDTH - �0 - ° � ,_— STIED 10 /C R S - 02 S 3 S p I i= I DRIVEWAY _ TOTAL IMRERVIOUS 31941 SF 29,E�C. /C FADS _ �2 s m- LAND ARCHITECTURE 4219xI = II � COMMUNITY PLANNING TOTAL RER IO S 3 TOTALI „RERV1Ois ,�� PENCE � I% uRB�N DESIGN I TOTAL- FERVIOU5 FLOOD 904 333 "1483 ZONE I GENE RP4L ' kellmoreacomcastnet FE RM I T' a40 $ VE ,�INS ,X � SILT PENCE I AO L INE FLORIDA RECD. No. 1160 LOCATION GEORGIA RECD. NO. X68 EROSION � C r NTIROL I INS I Szj I COASTAL CONTROL EX I ST INCA I : CONSTRUCTION TWO STORM' FRAME f f SEAL LINE RESIDENCE R OWED 1(033 UJ OD f LOT -I 1='AvER I FATIO I f 0 I ! I ON STORY FRAME PERIMETER GARAGE SILT FENCE I I PERIMETER ro°° L I VE OA< / , REMOVE: REMOVE SILT FENCE 7� TO REMAIN / CONCRETE STEE'S WOOD DEG - - I f REMOVE PALM I Bfi�IC� �J�4LLS x �•�� 171.5 71� _ / t c, , x6.5 3 X1 Jo \17 I It . / � /C PAD � 1 W,45 INITONI Al 1 T O j7 I I .— !� oe REMA IN EXISTING � __� e � � RESIDENCE I EXISTING � � � � lroal � (y) >�29 l d I � � � � j I x � 1" DOR GARAGE TWO STORMFRAME=L '< 6,9 I s Il 1 l 2nd OOR - RESIDENCE � I / 0 RESIDENCE x 12• � I .6 `1 / l x�• � x �•8 � � f FFE=-21.2 1(031 / x 8.5 x 8./� e 1 10 1 © / f 1 FFE-21LOT .2 S' l d l d e 1 I � l � / °� e I o0 z �U �Q DUMi�STER I WASHINGTON A e ee e r U I LOCATION j � _ E',4L.�''I TO / � � �-- ` E1`' AIN lea. 6� � I t � / � i � ee � j �— cv J I / 00 O N CHEMICAL I CAL � I TOILET f � x B.-Z LOCATION � - g, CONCRETE � I ' 41 , �'2 e e xi.7- i �— � 11 x8.04 _ x1 I x .2. � 8'0® REMOVE FALMS CAP 4 COYER WELL REMOVE FALM ( IM TER �, r r— p REMOVE _ REMOVE" _ r Y C �4S TNfG I SILT FENCE O 0 WOOL, DE REMO •x ,.i O — 1 OOZ)EN 511"E f=,5 BRIC;< SEAT WALLS I x �. FILL &FACE TO I M - R BR I CX FATIC PERI E CO�IRT1'ARD RADE 5I1-T FENCE t �. �- M TAGGED TR ES � 0 * 0 CONSTRUC RA P TAGGED FA MS I L/ EROSIOJ. CONTROL WOODEN STEi=S I z I z ! EXISTING �IG UJ�4L S FTI l ONE STORY CONCRETE ASTORY 1=Rr41„lE f W l IN THIS ARE RESIDENCE � �, < 1 19 0 � V� W W LOT 5 SHEET TITLE � I I Iqf / COST4L ( < CONTROL. CONSTRUCTION — �.INE olo I E� �� i ON N) 0 DEMOL I T I � �.o I i ►...��.ON�TRO� I _ FLAN 00 FAVER L IN - IN I FATIO 0 zlz x> 10, I AO ' VE DATE ISSUED APRIL a, 201ro eENERAL REVISIONS -0 FER~°IIT DEC. i, 2016 (-� I LINE _ v I 1&31 BEACH AVENUE TIE � � � f �� �� � SOLE O >C II III = 10' ON 24°' x 36" I NORTH SHEET 2 or- 12 ! I I II • �2 _0" I I APPROXIMATE � ----°-------_______ . I EDGE OF I I I VEGETAT10NATE SUE E I E CE CUT T=ILL CALCULATIONS SUMMARY SECOND FLOOR I CUT f EXCAVATION (CUBIC YARDS + 30.15 ( TOTAL EXCAVATION FROM POOL = 37.3 CU. YDS. POOL I I T � T � COURTYARD = 60,9 CU. YDS. 5 ,�� SF'� COPING ! TOTAL ECA�fA : ION FROM I PARTMENT COURTYARD TOP 01= HOUSE L 21.E 21.(d" I + 21.28 EXISTING GRADES - I . • . • • .• O I ( I TOTAL EXCAVATION FROM PILES 2 7.1 CU, YDS. OL -INFINITY EDGE PO TO REMAIN I I TOTAL EXCAVATION FROM WALKWAYS 4,1 CU. YDS. EUT�4ENIC6 BEACH - : : . 13 a I ( TOTAL EXCAVATION FROM WALL FOOTINGS _ 61 .7 CU. YDS. ARAGE00 AVENUE � '6EE".STRjCTURAL 1°'L NS.:. I EXCAVATED MATERIAL- 32 CU. YDS. 6TULD 10 1=OR F'1LINC� �•,4YOUT : • : ° TOTAL UNDESIRABLE Undesirable excavated material: sod, pavers, debris, etc.) LAND ARCHITECTURE 1 . . . YDS. :. 1.'I U. S . . . . . �,L I,J�EI��LE EXCAVATION 'i 9 . . . f COMMUNITY PLANNING I UR5AN DESIGN FILL CUBIC YARDS) � : MAIN HOUSE FILL - 0.0 CU. YDS. COURTYARD FILL = 22.7 CU YDS. 904 333 7453 - FLOOD ZONE GENERAL lcellmor��comcast.net SEASONAL MEAN GRADING FILL = 48,7 CU. YDS. R•O - �° 'x' LINE PERMIT O ONE FLOOD ZONE - - COASTAL � � EROS ON ! FLOOD Z I I HIGH WATER I i-�11C-�H WATER POOL DECK FI�_L = 163.5 CU. YDS. LINE i -CONTROL LINE ' I CONT oL AO LINE V'E LINE LINE - ELEY. e.65' LINE - ELEV. 2.2' � - ��� FLORIDA REG. No. 1160 CONSTRUCTION DEPTH 2' ELEV. 16' TOTAL L ��LL � 234.9 � Y®�. GEORGIA REG. No. 665 I -- R I LINE I � LINE - FLOOD ZONE SET I PCI TED L"�E ILL a 43.8 CU. YDS. 'AO' LINE --- s DEPTH 2' SITE DATA�IMPERVIOUS � PERVIOUS CALCULATIONS I T`I'E AREA: 1 ,4 , D � �® MAXIMUM !M E VI US AREA: 50% (69 738 S . FT.) � HARD C E TAKE-OFFS SEAL 11 ( I ( I APPROXIMATE I RAPERVIt�US I � 42 -0 � • .-EDGE OF _ �s -� 492 SQ. FT. I ( I VEGETATION � I MAIN I-�O<.l�w CO`�ERAGE d f � APARTMENT /GARAGE 934 SQ. I II °� 6 SECOND FLOOR I I I COURTYARD PATIO 904 SQ. FT. + 30.1 AC / POOL EQUIPMENT PADS: 131 SCS. FT. POOL ( I WALKWAYS STEPS 649 S . 5 ,� COPING FT. PARTMENT COURTYARD TOP OF HOUSE L 5 SPA � 21.0' FILL I I POOL & SPA DECK 1 ,294 S Q. F T. I + 21.28 AREA OF LL EXISTING GRADES °' .. . • . . .. . . • : . . :. , . , , EXCEPT Pool) � I I I DRIVEWAY 345 SQ. FT. I .. TO REMAIN �3EACH -AR-A,OF CST 1'�Ti4L; 5,749 SCS. FT. AVENUE ,4RAGE + •SEE :5�'RGTUI�4L O 1 INCA.L;41'OUT 1 fig' P L { : .. 42.7% .. . . ' , . •I . . . .• . " . . . .• •. . •. • ' • . : • : . . • • . .• . •• _ •. .. . •. • . .. .• •. •• �� . • � • .. . • • . , " " .• PERCENTAGE �1F SITE Ii1�PE�ISI�US. I .O.W. _ FLOOD ZONE GENERAL 5EA5ONAL MEAN R INE PERMIT FOOD ZONE FLOOD ZONE 1\-HIGH I I H WAT RLINE COASTAL X L ER 610N I L � I � I UJ,4TER HIGH E �- I LINE AO LINE VE L INE I I - V. 2.2' � CONTROL CONTROL L.NE - ELEY. x.85 LINE ELEV. - --- -•- ��� JJ CONSTRUCTION FLOOD ZONE LIN DEPTH 2' ELEY. 16' �SITE - C , NIS ,� FL D I S,TE AREA CAL�.ULATI�. !�1N� � 'AO' LINE II II II � .� �!II ff DEPTH 2' � � MAIM HOUSE: 1 ,492 S0. FT. Z Z E - TION T ` O ��-�2 I ,�, � � - APT. � GARAGE: 934 SQ. FT. � COURTYARD PATfU. 904 SQ. FT. � �` L3 FOOL & POOL DECK 1 ,727 SQ. FT I I TOTAL AL CO ERAGE: 5057• SQ, FT. ADJACENT 3 1-TOMES I I I GENERA FURTHEST I - FLOOD FLOOD S,'TE E AREw'!: 1 ,., � � � ! 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NO. 668 NEW CMU CONSTRUCT WALL IN SCREEN WALL- S' PANELS FOR FRANG151LITY 138' LF -7 -- 3 15 6AND SET TRAVERTINE WAVERS ON 919 STONE SASE \ \ / / / 20.82 20.82 ' 20.82 5' x 5' SAWCUT 1=RANG I I P TY GRID ON CONCRETE DECD POOL 7— ANTER � � 6U5-5ASE � EQUIPMENT -�- 0.82l I 21.0 21.0+ I ' a TROUGH j -� 21.E W TWO5TOiR-`*� A S�� INFINIT`' FOOL �8� 21.28 1�fi.�1 12 ' x 32 ' Ez21.2 I I2 8 �-r EI � N� —}- —�— 0.9� —�- � � �HOT,CET� � 4- — ROOL. 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DEC. 1 201(o FINIS IED GRADE PLACED IN LIFTS, WATER PAGKED III *..�. ..,4.a.•, I=11111 l,U/ Ff 3ERGLASS PINS :T. •'. • ..�• I �5 UJ�ALL I coNSTRUCTED . . I I _ 31 WIDE x 12'' DEEP GRAVEL i 1=I I a�a. . . �.:: =111=� — — — — .III ,a S,4ND 1=��� `IiI _ ••_� �� • 3' WIDE x 12'' DEEP GRAVEL WALL 5,45E FOOTING. �— _ — - III— ORIGINAL. GRADE ION II STEPPED VERS' �° , 1 CouRsE ,I I-;—_!I=_ � of ORGANICS CONSTRUCT III-1 I I I I=1 i I=i' �u,�LL SSE FOOTING. LINE SCALE i—�i TRENCH WITH FILTER 1=A5RIC ORIGINAL GRADE STAND, FREE SEE STRUCTURAL Dl�JC5. OF ORGANICS 4 CONSTRUCTION FOR POOL GRADE 5E,AM DE5RI5 NORTH PILE SPECIFICATIONS SHEET , 5ECTION f 1�� OOH 4L UJALL 6" WIDE GREEN MEXICAN GEAC.H PEGGLE ACCENT 5AND, CONT. - 2't FULL BULLNOSE 24'° C,�S*' STONE 11 - O" & 0° �'� POOL COPING ON MUD =D � r 4 2' FULL GULLNOSE CAST STONE EA. SIDE :4. "�" POCL STEPRISERS POOL COPING, SOURCE FROM TA55Y5TONE ! 1 LUE PEAR; PEGGLE TECH FINISH 4' GLASS TILE FACE TRAVERTINE STONE POOL � � EUT�4ENIC5 ASS POOL TILE-6' LAND 21.5' CK ON THIN SET GED "� ! 1 1 HT CLASS POOL TILE 21.E �L P DE " + � � � I � �4 LED POOL � �TUDfO 16 DEEP FACE 6 STEEL DOWEL, 12 O.C. POOL SIDE — J ` I I ' 21.0' /. LAND ARCHITECTURE 1 < ' 1 t :,1• < • ' ` • ' ° . L / ., 'L . . 1< L COMMUNITY PLANNING 1 < s� 's, e• .,1 cL', r � � : " � : " : � : � " � � :• � �•" � " Uf�5f-iN DESIGN S P A - < =1 I I III III i I I III III--I 11- GLUE PEARL PEGGLE TECH , LL < ,. ,• ••` ' - �� I III III I i , ' I -III.-I I 1 90� 333 ��83 POOL PLASTER W/ AGALONE <•� , ' • ' -.• <' 16' SPA E3ENCH • ' ,.�•L �< • =) I I III III- � 6" x 12" 'NOCHE' TRAVERTINE IN SHELL — II- 1 kellmoreacomcast.net / 4" CONCRETE 5U5-SLAG ADD FILER SOLDIER EDGE G,�ND `/ e �..e N 1 L `' -I 11= OVER COMPACTED SU5GRADE I .1: e — / FLORIDA RECD. NO. 60 GEORGIA REG. NO. 668 < , ie e 4' P O O L L. NEW SHOTCRETE SPA SHELL <' r 1 .e / <s �:, 1• t < ' L < ' �- 16 1a ROMA TRAVERTINE SQUARE tOOL d..+" ON MUD D VET 450 '4 .1 III I I---4}I i I ISI I I III I I_ .;�`�: •'�, � � -! I Iii I I-=1 I I,;1 I i, , • I I I_ � �� , � ,� FOU SEAL 1"1.098�o COMPACTED Su RADE I I I GP - 1 •.G <.L r I s E a �. 1 ; e / 2" FULL GUL�,NOSE 12" GAIT STONE STONE STEP TREAD ON MORTAR GED 1211 1 1211 1211 .—TRAVERTINE STONE II II II _ — ---- e` ON 1'°'IORTAR GED I f LEACH PE55LE RISER EA. STEP I' e lI �- t, a. ®' DOWEL al-- ---� Ia• .. dT a �,lll�li �Il i II;II�Ii�01�1�-` it STL J Iil-oll-� I-i�4,,0 *140 GAR, 1S" O.c. -SL 6" x 12" CONCRETE RESTR,�t IN INCA3�ND , 9 I= �I I li i lII I I�9 I I itI 14!!!II I I-I i I- -MIN. >> 'I' CON �� F��MUD SET TGILE # CRI 6" STEEL DO�JEL i —. — —T_ W1 40 GAR, CONT INUOU5 GAR, 18" O.C. I�!I I=!i I®9 9 I=' ADI 5ER, LL 3 CM 'ROMA' TRAVERTINE DECK i� ' � � 3" GRANULATED PAVER SASE � rDEC< ST S Z z� � fW w 111)filt�(I(1!(1lIfIl0111 _ T,��35�'STONE C,4ST Gr4P �� NTS � � u- L 1 <. SII 30ND GE AM CMU U U i II-T W/ #40 15AR CONT., FILL tI 1U � IIBEAM W/ CONCRETE • . • t• / GLIDE GREEN ME.�IC��r� ���tC,-1 —i PEGGLE ACCENT AND, C�'ONT. I Lu < L t rn TRAVERTINE STONE 2" FULL BULLNOSE 12"CAST STONE COMPACTED SURDE IGS �N MELD ON MORTAR QED -� � POOL COPING ON MUD 9I�ED � � �— FREE O OjRGAN, . I D ,.�ONSTRUC 1 ION DGR � GOTH STUCCO GOATS C 2) z SM R _ i OU S S S" CMU CORE 6 E°� I '� SNS �� � SEEN C R � UJ/ #'40 5AR, 2�4'' O.G., FILL GELL a - ;����•__. Le 5RE/-'iK WALL i.� i 1-�1 '� I �' � .,...'.., q•,.at.y� r• ir:.%i.;;•..�;.,,,.•' > i�',�'•c-•i i�d/s: ..J�i' re•re -:y:.•.•.n.'•• *Y', l�d�f: •rJ^�•[!!a`.:;•: :..• r.•is..•- FOR FRANGI51L ITS °. 4 " -- GLASS POOL TILE -6 5,�tND �-- - III _ I II � . ,III 9p1--! II l ,I � ! I --1 , 91 t1iII � , � . ' � i '��_ �It STEEL DOWEL,, 1a" 0.�. SMOOTH STUCCO COATS C 2 I �- -� I � - EACH SIDE IT—,_I ! ! - 9= . Sl-IOTCPETE POOL Eti"I WALL i I�► 1 ;=AK�<- I THTC KEN TOP 2 TO 12 THICKNESS i " CONCRETE SU1 pSL= 1 ADD ri5ER ---� — '-TH ENDS GLUE PEARL PE�GLE BSi® C®1"IP ICTED Si l !-�RADE -� s' TECH POOL PLA6TER i FICA VINE TO GROW ON WALL � 0 • �' - ! i SGTIONF,) E=:TAIL SHEET TITLE As 42 •D a �a n 'D 09�o n w a III IIIIIIIIII 1111111 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINI IIIiIUII /1111111 II 1111 UIIIIII �4ARD5C;AFE ani ,�� � � ��ii� 6" WIDE GREEN MEXICAN 5E>�tC1-I 1()U(GI(O(I(�I) 1(10)(JI( VA)()I6(1(II()1MI060 �ii� i�ii��i��i��i, �� PEGGLE ACCENT >�,ND, CONT. DETAILS 1�� 6" x 12 t I 'NOGHE' LIGHT R TPAVERTINE f=AVEP5 TRAVERTINE 5ORDER �!r.� i°i% �!r��!r,��%!i��!���!���;��� ON T�-19N-5ET MORTAR 5ED -- 12'' X 36'' 3000 PSI GONG. 1=00T INCA - .r ,! -- < W/ TWO 0 GAR (3) CONT INDUS /vf� ,'yT+f'�pyJ q�..��•�/A�, 4 Lr 1 < / •.•��• .#.. �rr��,'"^ cam'••. . \ W/ GROSS ✓ T 5AR 16 i O.G. I , L' 1 .. L y. - ,r y ,".• >< ' f •i w:.r A�j.'rs•'o'S. ;ti,�.;^o.....i;,.l' _ xt < 1 ^;.. t,?`a,::_it i'-r'•'i; r _} :i:':,.;i^-'�r tit.. .a...: CREAK FOOTING EVER'' � L < FOR FRANC 151�_I Tyr' _'_�_ _ r ----�� ��" -� I..I_—� .� I� � � '--� ' ISI I ��=� � 1—_.� � � . � DATE ISSUED APRIL 5, 2016 _III III III=J IIIll III III III - 1=1 IREVISIONS -- _ I I -III III III III III III III I I I I----1 -I I" 11= I=_j , _ DEC,. 12016 COMPACTED SUGGRATD uc IIoN° ��RI S I, t t l I I I I1= , ,� ORGAN I GS AND CONS R , , I E �, „�- ,. F 1 CONCRETE �,+�� SL .� D IR -- THIG<E.N ENDS I 6 SCALE eECTICIN 11 ®� 5CF;�E=N- WALL 1359=, C,0Mf=,4C 1 ED 5U5GRADE FREE O OR ANI', .SND CCN575 DE RI& L� NORTH SHEET I 1CN � tR I IME IEDEG<- COASTAL_ CONTROL {�— CONSTRUCTION LINE 1 TWO STOR:* FRAME � OWED I ' RESIDENCE WOOD IEUT�4ENICS ON STOR)' FRAME 1633 DECK ( PAVER I � � STU tO GARAGE FATIO D LOT �1 I � 6 - M _ _ I COMMUNITY PLANNING 1-C - I-5P 130-TA 21- '� URBAN DESIGN 1 _ _ 3-Cs 1 ZM 1 SP 60-�P � 1-CS. � 12 -ZP � I � ,� �.�---�-—. �-.._� _ �.� X � � 904 33 3 �X83 �° �, $ 1 4 kellmoreacomcast net or / 30-L 1 '� FLORIDA REG. NO. 1160 3 -�,�`, 2 -LG 30-T'A _ GEORGIA REG. NO. 668 zP EXST. WR FE / -12 4-AV 1-CS Ar 3-PDM + + / o -MC i rI 1-5R i EXISTING / / i DUN i I 1 — 1_QE0_LM .*++ + —30 MC 2 02 Sl° 1 I ESIDENCE +++�+ + 18-1=XT *+� Z / JAMIE ZO,C'SIA � R ► + I 162 t+ 2 —1=XT TW 5TOR� FRA1 IE I i i SOD e ► I I . ist FL IOR - GARAGE + 1RES#(1D E29NCE T9 2nd OOR — RESIDENCE COURTYARD SPA ® — 36_�Cx\-6o-•g X 24-FX . ' + + + + xI I III 6I iI6 I� ! I►I l0 + + + + t . 18-FXT -ZM FF -21.28I x 8 I1 I I l r SEAL 1—QE + / 0—M� + 1001EXST. WR 3—PDM I F 45-TA 20-FT 1_SR ! � t > - 00-LM -1ZP +i++ I / I -42 _ -� 1-5F.... + � FI-TL 45-AE / -- — — — — —. — _ _ — t I I 30-TA 3-LC ` -P 1-CS— 2 -QE 1-S� I � 6,6 1 -AV COASTAL I C CONTROL I CONSTRUCTION ONE STORY FRAME I LINE. � I RESIDENCE 1619 _� I I � Zo Lu . > - u � LU � tu ca SET PALM 50 THAT 5U0 IS W DEGREES caV r PERPENDICULAR TO GROUND `— REMOVE 1/2 FRONDS, CLEAN-UP N cl FROND 5ASES 01 ate. UNIFORMLY CLEANED-UP 5ooT SCARS ON STRAIGHT lC�+-!T TRUNK FLANT S ' � NON-HURRICANE CUT PALMS OAIL�' - ------- -- 2° X 4' 5RACIN LUIRED TO 5URLAP QT*r. K�� COi`'�1"f ON NAME #�OTAN f CALo NAME� �'�_— HEIGHT P; �,�D REMARKS WRAPPED TRUNK. STAKE SUFFICENTL*r � I I TO GROUND FOR HIGH WINLDS 6 PDM MEDJOOL DATE PALM PHOENIX DACTILIFERA 'MEDJOOL; 161 CAL 161 CT 14' - 16' STRAIGHT, DECORATIVE 500 T S 4' HIGH SAUCER W1 6' PINESTRAUJ I I ,q II r� -- _ I - I — , -�- I MULCH LAVER 2 LD R15 5ON PALM LIVINGSTON.A DECIP.ENS 14 GAL 16 CT a 10 FULL, STRAIGHT, NO 50OT5 S 3 SP CA88AGE PALM SA AL PALMETTO i " C"AL 14' - W -T S 10' FULL, STRAIGHT, NO SOOTS b 15ACKFILL MIX AS SPECIFIED. TAMP AND 5 LC CHINESE FAN PALM L I V 1 ETON I A CH INEN51 S :30 GAL 42 54" 31 - 4' MINIMAL TRUNK K1 DATER INTO PLACE 6N C-AMRO S �� ` ILIS 30 GAL 42N - ' - �4 FULL, SPE C IMAN MIN. 30' ROOTIBALL DIAMETER. SAL— RL ANT r NG DETAIL 2 51D 531 RD OF PARADISE STE RL I TZ I A REGINA 30 GAL 424 - 54" 42 n - 541 FULL, '1 FRONC) MIN. I N .5. 2 5R SILVER SAW PALMETTO 5ERONOA REPEN5 'CINERAI i5 G AL 30H -. 42" 3011 - 42" FULL, -1 FROND MIN. I SHEET TITLE 12 CS CRINUM LILY CRINUM SPECIES 30 GAL 4' - 5' 3' - 4' FULL 4 QE QUEEN EMMA LILT CRINUM ANGUSTUM 'QUEEN EMMA' 30 GAL 41 4' - SI FULL., -1-LEAF MIN. REMOVE ALL CONSTRUCTION 4 ZM CARD 50ARD PLANT ZAMIA MARITIMA 30 GAL 41 4' - SI FULL -1-LEAF MIN. PLANT(NG DF_5RIS FROM PLANT BED FLAN FULL PROVIDE POSITIVE DRAINAGE 45 PT GREEN PITTOSPORUM P(TTOSPORUM T053IRA 3 GAL 2411 2411 FULL, NO STEP UPS SPACE SED 4' FINESTRAW MULCH 15 AV VARIEGATED GINGER ALPINIA VITTATUM 3 GAL loll 24" FULL, NO STEP UPS EDGE • e PLANT AT LEVEL GRADE 26 ZP COONTIE PALM ZAMIA PUMILA 3 GAL. 181' 2411 FULL, NO STEP UPS JiIIJiInnunlnlln I Jill nunull nmu a nwI1IIIIIID III In I Y, n I 6' SOIL M I X (1/3 COMPOST, 42 AA AGAPANTHUS AGAPANTHUS AFRICANUS 1 GAL l6'I 1�" FULL, NO STEP UPS DATE ISSUED 2/3 TOPS IL) JULY 15, 2016 ROTO-TILLED INTO SOIL 200 MC MUHLY GRASS MUHLEN5ERGIA CAPILLARI5 1 GAL 16p 12" FULL, NO STEP UPS REVISIONS COMPACTED EXISTING SOIL 5ACKFILL !_ DEC. 1, 2016 EXISTING TOPSOIL FREE 45 AE CAST IRON PLANT ASPIDISTRA ELATIOR 1 GAS- 12'° 12=I FULL, 6 LEAF Mlle. OF LIMEROCK AND DEIBRIS _ 84 FXT FOXTAIL FERN ASPARAGUS DEN5IFLORA 'FOXTAIL' I SAL 1211 12FULL, 6 LEAF MIN. 5�RU5 / GROUNDCOVER PLANTIN DETAIL_ _ ___ �_�__--__ _. SCALE NTS 60 FP FIG VINE FICUS PUMILA 1 GAL °' 16 FULL I I =110' ON 220 LM SIG SLUE L IRIOPE L IRIOPE MUSCARI 'SIG SLUE' 1 GAL _- 10u .2" _—FU,� �; 11I� �. 2 x 36'I 40 i-ID 5EACH SUNFLOWER HELIANTPUS DE51L15 _ ' GAL _ _12" _.� NORTH SHEET 2, 2F SO 'JAMUR' ZO51A GRASS ZOYSIA JAPONICA IJAMUR' 1&" 0 5 SD `r x 2' -- - FRESH O� ______ L 1 _ _ C l..i®ASTAL. CONTROL. CONSTRICT ION L INS I �! TWO 5TOR4'1' FRAME RtDE � t`5I NC WOOD EUTHENIG& ON STORY FRAME 1633 D CK PAVER GARAGE PATIO 5TUD 10 LOT I . � LAND ARCHITECTURE COMMUNITY PLANNING e URBAN DESIGN WP=, — — — — _. -.y- — — — — 904 333 '14&3 0 -��� ! t 1 ` kellmore-scomcastret EXST. ro *0 0 �0 ,�� � BB / /� �, � r FLORIDA REG. NO. 1160 SIVE OA / / i / 1 1 i I 1 j ` " 1 GEORGIA REG. NO, 668 PE - / / � ,/ r� � � � � ,XI �Ii�G I ► D UN I I JESIDENG�=_ ®G TWO TORT FRA1 I i 162 �SID�NC� 1�t �poR -GARAGE coIRTYARD SPA ®O� ( , ' xf��� I I 2nd 1 LIOOR RESIDENCE ® ' e xa o �FF -21.26 , I ! ® FFE -21.2 8 > / / ° ) i ► I I SEAL 010 ,) ) I I ) ) ) I I I �- I I � ) I I ! IE35 5 00 (D I Id I f-9 X I I I I L E C---:;E NE:) �EAID <E � ION 9 $ I.D. Dd�`RIPTIC�'N o..PcI�IA 1 ION NOTIEEa 0 RAINBIRD 1006 6n RISER ® RA INB I RD 1812 HIGH POP ; ��-- �- 1,� ,� , � - I W ER 5 U, GE 1 . 2 I rr i . a t d on Meter b Contractor 1, l rr I �t 1 on Con gra etor nd b or In subcontra star Sia ,I be responsible I b 1e � ® RAINBIRD SHRUB RISER C for call ink and ident i fyin and verify ink all ut i l ices before d iee ing. CONTROLLER Ra lnblrd .5P 12 51il.atlon clock � 1[1. 2. lrriation contractor shall be responsible for all applicable AO RAIN51RD - 150 A VALVE �, LLs ' � � 2'' bra�� wf`�'� lv � x fees, permits, roadway safety concerns and Maintenance of Traffic. � RAINBIRD - 15T > rl.00� BACKL.OJj DEVI(_�,E Watts 00 -OT-1. 3, All Pipe and Wire under paving Shall be placed in direction ally bored 4' Polyethylene sleeves. Sleeves Shall extend a' into CDO RAINB!RD - ls- MAINLINE 11 2a 0 ' Vr��— plant bed each end. 0 RAINB!RD - 15TQ lPaleth lsn o r Ivc61eeve j q W Mainlines shall be buried to provide a minimum cover of lc5", AIN ! - 4�SST --- LATERAL I GL 200 PVC Pressure Pipe Z W Ca �. p �� �� R B RD L �R L � PE p � � while all Lateral lines shall have a minimum of 12 . l� _ ----- DRIPL-iNE i''IPE 1r2 �� Polyethylene The Contractor should take care to reroute piping as 0 RAINBIRD 151= �-- necessa r to avoid utilities and tree rootba l l s. 0 RAINBIRD EST 3 VALVE 1NUMBER y 1,/2,e GPM Ra I�nbIrd FGA }— 6• All Sprinklers Shall be -s to adjusted to prevent water , � fi�AINBIfi�'D - 1STT � 2� VAL.VE SIZE overthrow onto roadway surface. Meads Shall be set BBD RAIN51RD - 1 GPM BUBBLER '� � with flex-pipe 3" from ed e of concrete Curb. VALVE Ra inb i rd PGA 150 with adaptor for �-- w � AV 0 RAINBIfi�D VAN SERIES NOZZLE Nelson a014-51R Pro ram�nabie Actuator -l. All Piping downstream of Solenoid Valve to be Cls 200 P.V.C. 0100 RAINBIRD NOZZLE oTl-IFR THAN 1S R with Rain Sensors and Freeze Clicks a. All Valves Shall be ro rammed to run between 3:006.m. to HUNTER PGP - PC-6" POP-UP 4.0 NOZZLE 6:00 a.m, and installed nd tested with fresh batteries. , Install Ba Clef low Preventer as close to Ri plht-©f-Way line ® HUNTER PGP - PC-6" POP-UP 2.0 NOZZLE as possible and in a protected area if poSS i b le. ® HUNTER PGJ - PC-6" POP-UP 8.0 NOZZLE 10. All Spray zones shall run for twenty minutes three times a week. .. DURABLE WEATHER RESISTANT PLASTIC VALVE BOX WITH �,=���=d ,-.-= � A..� f NOTE. IWALL ALL S�'RINKLER April to Se tember and twice a week October - Ma rah. =1�1-I I lel I I:-1!I ' ��1-1�i-���I-I�I� ®,�T FINIsHE� GRADE SHEET TITLE p EXTEN51ONS IF NECESSARY. E!.EI ► 1!Mi 11=1 I---- 1---!i 1=1 I I=1 I I--I I I FINISH GRADE I_i IIIEEIIIFE! IE-III t--APPROVED 5ACKFILL INSTALL VALVE BOX 1/2' ABOVE FINISH GRADE IN i s -- ---�iP�P SPRAY SPRINKLER NOTE: INSTALL SPRINKLER TURF AND 2' IN SHRUB AREAS. I NOTE CONTRACTOR MAY I RR I GA T I ON AT o INIS�IED GRADE I>�STA�_L PIPE TO SIDE S �-_ ---- .ET � 1�l —I I—III! 111=f i-;;I i 3M-DB�r WIRE CONNECTORS IN 1-=-III--I I - APPROVED �Ae�I�L AND EXPANSION COILS, _ j D i I=III—III I I—I!I—I 9 I—!I 10 WRAPS AROUND 1/2" PIPE. - ,,23 I 1,1 PVC OR BARBED D E TA I L,5 IALE ELL --ROTARY SPRINKLER ELECTRIC SOLENOID CONTROL VALVE. I/2' FLEX PIPE 3/4' PVC STREET ELL LATERAL PIPING TO SPRINKLERS. LATERAL PIPE DATE ISSUED xPIPE JULY 15, 2016 3/4' F LE 4" PEA GRAVEL BASE LATERAL TEE • . . o .• REVISIONS W/ FILTER LINING. LATERAL PIPE o • o VALVE WIRE FROM LATERAL TEE '0 CONTROLLER. MAINLINE SCALE T�'PICAL HI-POP SRRAY 5PRINKL.ER - -- __ TYP f CAS SOS SND I D VALVE 6 .� � _ ill _ 10 ON NOT TO SCALE NOT o SCA1sE 2411x 36,, NORTH TYPICAL POP UP ROTARY SPRINKLER SHEET TO SALE - L1101= 12 COASTAL. CONTROL. CONSTRUCTION LINE fI TWO 5TOIR*' FRAME I RE5I1DENC UTA N I CS ON 5TOR*r FRAME IE 1�0 33 � � I &TUDtO GARAGE LOT I / I I LAND ARCHITECTURE WALL MOUNTED COMMUNITY PLANNING z STAIR LIG1-�T5 - - UR�3AN DESIGN 4' MING. HT. I UJFF — — — — _- �� 5 904 333 83 I ED ED9 ` kel lmorsecomcast.net /EX5T6" t 1 I } FLORIDA RECD. NO. 1160 L!V OA _ A/C / �' r� / � C�EORC�IA REG. NO. 668 I WALL 1°'IOI�NT�D / � i o � g � � � I � � � � F 5CONGE LIGHTS � 1„ITNG. HT. / r I UNDER.UATER / / / 15�"ING► I 1 s WALL MOUNTED FOOL LIGHTS � / � f �` � � � � DUN I 5CONCE LIGHT& / / e t NG � � ` ° � ` ; GRA 5 I 5 i D , 1'°�ITNG. HT. TWO TORS FRAi„I 1629 _ � l i t � ! ► �� I 1st FL OR - GARAGE E 51 D ENCS , ®O L / l I x 6 161 2nd 1" COR - R aID NC► COI�RT ARD # / 1 1�2g - -� / / 16• X �.Q ;1" -21.2 ' ELEV. 19.E 1 I �- 11 � i I I o FF -21.28' / / / x "1B x - I i I I SEAL 00 ,� � I � I ELEV. 21.0 L GAR LEVEL I 1-100 STA I R I / ' I I DSD ! 1 / —'� C0 \0 1 1 1 1 1 1 1 ELE . 8.�0 I 0 PATH L IGHT5, 15NT. t / ' � I � 0 I I � xB B. I I 1 X — I9 ► I 1 I I ROS ION COASTAL "'"-- CONTROL I CONTROL LINA GON5TRUCTION E I ONE STORE 1=R'A1„I� 1 LINE I R�SID�NCE I � ( � I 119 � alL J_1__t > u-- U � -�l--l� W U � �- sa.=.oEE SUFFLIED CIT eHEETS FOS LIG�4TINe FfRODUCT5 �.L 1„IOUNTING WILDL I�� OTS". 5**T ' L® I G�4T SCR I FT I ON L. f G�-IT 5UtL 5 T�FE H IG T CE RT I ., NUt"00 R LOCATION 2 _ INTELL1 ITE 5 G UNDERWATER FOOL AND 12 VOLT, 26 WATT, Al„I��R LSD 18 LOW 2015-015 � i - IN FOOL I 5FA L IGWT FOOL COF ING 1 - IN 5FA SHEET TITLE 1 • T�101„IA5 TURTLE LIGHT�-IT I,UALL SCONCE 120V, FAR 20 LED, AM5ER, 13 W (o ' HT. 2OO-;-020 j WALL SCONCE CAT "' 5L.'3210-1 ' 5EACH IDE LIGHTING - R3A 12V, MR 1(o, LED, 5W Alm 5EIR � 2010-014 I FAT�� 4 tDOLUN FLAN 1�o1111 CAT 0 F H0105fR CAT * LED 1156 RED 1'0 ; L;� ' DOWN IGHT-1E063-05 12 VOLT 6.5 WATT LED ' ON 5TEF WALL � � 1G I C�L� D�C�1G DO �. � - # X21 1 93CLR COUR�*ARD o"TAIR:.,UAY, CAT. 1 110GR STREE , LE E-L DATA ISSUED S 'a^ t JULY 1 20 RE V I S IONS DEC, 1, 2016 Rik \<k, tvil L K St o a z v ALS ON , x _ , y Y v, , z. .,arc ,., , a .. w ...., � 2� x _ < , NORTH ..': ET >, SHE .. ., ,..... +. � ., t::A... _. •eS< _-v.. a r.. ... . v.,. _, ... ,a,. , _.. xr, ,, v u - .... .. _. '„, _-.. ,. ....k .. .fix ,,... .. .. ,.a.. _ ...-:. ... ._..,... .,,. ... :,.. ry ... w .. .a, ,. > ... 12 -� DO NOT MEASURE DR� — — 1 �4� AWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES C', o � t m . kn (� 00 o00 a�� w0 -- N ^N C� v .. " �' c� •— . �, .� � �{.���� —,— 11 vD-b _ w � \ �. ,— _ I I , ��r( g Cq ^, WI 4- W Y I ti{ ' - ��qq sw {� • VN a \ 1 1.7 ..........-.1---i.... ; ........I T i . 1. .......I_ FE _1------" t6 (--I90- � � . -1--... T L 1_ [ _1 1_€ � � � z 1, i „ C-. � ® vo 0 � _ I I f t I I i : — . = I C U - I I I r 1 1 .� i b� � I — z i-- m ::..... r.... , 1..I.......a a� a 1 1 s�, W -r-�-,- 1. ..... 1 1 I _f : 1_ - .. I-_. a _L 1..._ J t.: -- : - — r..::: .. N �'- . _ ( 00 _ I - r-- .....i....,. _. ...._ ..T ..... I 1.. . I� ; , :. J 1 I JT �— � 1 J I 1 I.., lk-��]-- 4 �� 4�' . _ _ [] I _ - -� Y11 _� _�_: T. ^ --- ....... .I---__.-- CONSULTANTS: -- I. l 1 1 . ( .1- 1 1 I - . I i � , E t 1 i : ..... z Y__ll ` �...: 1. m I I j :..:. ....� ` i _. i_---1 1 SURVEY. 0 11 1. 1. [; � I i .... �....__.. �I - 1 — : ir—} i �— _� ; . j L1_ II ``� L 1 T / � � I=IJ 0 -- t o -J i ...F__ _ _ -- 1 . .......1 ._ �. . L..._.__1 ....1 Z — [ III (....: ...� I..._ T, I _ l _ } : i � r ,._ � _� I_ .[ .1 fit. 1 1 1t .1 1 . . .L I [ I i I 1 _ _ .. -- .... ._ . "...... ....... .... f ;. 1... I. ::1..... :.C.. _._ I O I ...... .............,........._........................................ y -' -11 . _�, f -L-_L- U - :._._ ......._ ... :_. f.:_..i. L:.. ; [" —�—— i— Z ....."..._ . .. .._. .::. ,_.; :. .. ` � i ::.., s � Iz7i:ii s STRUCTURAL: 0 ry L4 0 `; 11� _......... ......_. _ \\ cn Z ... ,�r, w REVISION: DATE > _ Z Qit 11 ;_.. ....:... ...... . it M _ t it ; : O >.:. ..: '" ,.-......_..... .. .... .... ._. ... ..... ...... __ - -- -- - -5 Z _:..;... --.. .. ..... < O ............................... 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