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1 Ocean Blvd awnings 2012 12-1135 (2) ly V iCN ac 0 M , Ult ha q ^�U :} so E re W N w Supplier. innovative industrial Solutions, Inc. ' y3td 1. s Q Yards or Quantity. Sample ' U Color. U 1 2 Cinnamon US127 Rust z Type. Ultrashade C Ip0 I DEP T OF TRY TI ON Ln OFFICE OF THE STATE FIRE KkRSHAL Manufactured y. Thompson Awning � '.. Date. 10/11/11 s. rF r S f Test methods: CFMS Tide 19,section 1237.1 1. s Product: F-88701� OpAOUE AWNING I ti n prBY: m a DURRICOTME z ST LU � 350 X. DIAMOND . oLU z 0Z 44266 , fi YF Yt Jco < � G�OjO W z O � *` IF— �tw Ow } z '' i '� w V Z = ❑ Z ' w SAS U ❑ w w ❑ product meets the minianum requirements of flame resistance established by the California O � `. � �_ This p , . . w = -' a' w � State Fire Marshal for products identified in Section 13115,California Health and Safety Code ❑ —i U � _ � � Q of the — �� = cn current edition w i-- in.the O e d 'd f this product is prove t— use o . d u ve � � z cn e approved The scope of pp o — 2 z AI�1'T(CHEMICALS d he k P _ CALIFORNIA ApPROVE1��.�5�'�F FLAME �` OI=- r, CONCERNSpublished Y F FABRICS,GENERAL AND ifarnia State Fire Marshal. - Q Cal 1 k W • x 4u yy A Y € 3a F Q d�� 3 Uj Deputy State Fire Marshal FR-6 a d : NOTE: ALL DIMENSIONS TO BE V.I.F. PRIOR TO FABRICATION ANY INDEPENDANT FRAME SECTIONS, MnanUitem(Ca. IF APPLICABLE,TO BE CONNECTED 2036 Evergreen Avenue W/5/16"X 3 1/2"S.S. BOLTS 24"O.C. MAX. TYP.(U.N.O.) Jacksonville,FL 32206 ATTACHES TO EXISTING (904)355-1616 FL License#CGC062935 AWNING 8'10 1/2" I 17' 11 3/4" I H 11 11 T - I I 4'4" I Q I l13'9"— I (/7 i 8'0"MIN.TO 06 M ` 0 c� FINISHED GRD. I 18 j W Cr N I ` Z O Q I t 2 Ljj� LL Uj 00 < CO Ljj FRONT VIEW ISOMETRIC VIEW O Lj z m Al Al W W C) 01 U2 Z W 0 z SEE POST TO C.M.U. DET IL"A O U I- 30"MAX l W < SEE POST TO C.M.U. DETAIL"B" OZ RAFTER SPACING GENERAL NOTES: 1. All members shall be 6063-T6 aluminum tube. 2. All other material shall be 6063-T6 aluminum (U.O.N.). N 3. All welds shall comply with A.W.S. code (latest edition). N 4. Cover all welds with corrosion resistant coating. 5. All structures designed in accordance with Section 31 and Section 16 of the Florida Building Code (2010) - ASCE 7-10. 6. Awning covers shall be removed in periods of high SCALE: DRAWN BY: Winds; specifically winds in excess of 75 m.p.h. Awning N.T.S. JTB N w/cover will sustain 105 m.ph. (3 second gust) -Risk N category II, Exposure C. DATE: PAGE: �'\\\POSTS TO CONCRET 7. Frames without fabric will sustain 160 m.p.h. winds (3 8/13/2012 -Al SLAB ALL RAFTERS AND TRUSS HORIZONTAL second gust), Exposure C _ MEMEBERS SHALL BE 1"X2"X0.093" TUBE 8. All connections shall be fully welded (U.O.N.). FRAME BREAK CONNECTED W/5/16"X 2 1/2"S.S. BOLTS 7 ALL VERTICALS AND PURLINS SHALL BE TOP VIEW STRUCTURAL ENGINEER: 1"X1"X0.093" TUBE Al LTL 41Q. TES, INC_ ' CONSULTING ENGINEERS , `� 03 CERTIFICATE OF AUTHORIZATION NO.6118 5725 Corporate Way,Suite 202,West Palm Beach,Florida 33407 ^1 (561)478-1845 Fax:(561)478-6881 LEONAF2D A:TYCKk JR P E 'FL.LLC--N 31738 . I NOTE: ALL DIMENSIONS TO BE y.I.F. UIL" PRIOR TO FABRICATION I Tl®mmlps®>m Arg d��➢nantt��cC®a "X 6"X 3/8"PLATE WELDED TO FRAME 2036 Evergreen Avenue Jacksonville,FL 32206 (904)355-1616 3/8"X 6 1/2"S.S. BOLT THROUGH POST ! 1 2 1/2"x 5"ROUND STUB WELDED TO PLATE FL License#CGC062935 "" N AND FRAME,2 TYP. PER, 49 3)4"X 4"X 1/4"POSTS I1)4"x 4"x 1/4"POSTS "X 8"X 3/8"PLATE TO EXISTING CONCRETE SLAB � 3"X 6"X 114"TABS ELDED TO POST, BOLTED TO C.M.U.WALL Q Foo 0 0 o a 3/8"X:5"STAINLESS STEEL WEDGE ANCHOR I I 144 TYP. PER LEG 3'0" (y) lJ Q 3/8"X 4"STAINLESS STEEL 0cj� 04 aJ v ° WEDGE ANCHOR Z � Q J 4 M. ° 8 TYP. PER LEG -r > LL W W = V O0 < C/) mLL, WzCO POST TO SLAB DETAIL POST TO C.M.U. DETAIL "A" Wcl�z w U A2 A2 Z W � I 01 +02 O U O F- W Q 3/8"X 6 1/2"S.S. BOLT THROUGH POST Z O AND FRAME,2 TYP. PER. � ° � GENERAL NOTES: 1. All members shall be 6063-T6 aluminum tube. 2)4"x 4"x 1/4"POSTS 2. All other material shall be 6063-T6 aluminum (I-I.O.N.). 3. All welds shall comply with A.W.S. code (latest edition). 4. Cover all welds with corrosion resistant coating. 5. All structures designed in accordance with Section 31 3"X 6"X 1/4"TABS and Section 16 of the Florida Building Code (2010)- ELDED TO POST, BOLTED ASCE 7-10. TO C.M.U.WALL SCALE: DRAWN BY: ° ° 6. Awning covers shall be removed in periods of high ° ° Winds; specifically winds in excess of 75 m.p.h.Awning N.T.S. JTB 3'o" w/cover will sustain 105 m.ph. (3 second gust)- Risk category Il, Exposure C. DATE: PAGE: 3/8"X 4"STAINLESS STEEL � ' •' ° WEDGE ANCHOR ( 7. Frames without fabric will sustain 160 m.p.h. winds (318/6/2012 A2-_ ° 8 TYP. PER LEG second gust), Exposure C _Y _ i 8. All connections shall be fully welded (I-I.O.N.). - f STRUCTURAL ENGINEER: POST TO C.M,U. DETAIL "Bi' ffff I ASS"CIA TES, NC. A2 LTL CONSULTING ENGINEERS ` .` `. 02 CERTIFICATE OF AUTHORIZATION NO.6116 1 5725 Corporate Way,Suite 202,West Palm Beach,Florida 33407 (561)478-1845 Fax:(561)478-6881 / ` • -)LEONAftD=A:-T TYL!�JR.,P:E. FL.LICA No 317,38 .- �." "f - "vl n L! �"(4) 7-J" i ,�•an p .-1"' I +'`1 n e I I to n w `` i I ' I w1 _ I" S — t + ' � I2. r. _..._._.1 t � --_..r.w.+.nom' .w.... .-_,._.___".. '.I �___...__.__,.-.._. _...__.� ._ _. - i ,., � � i l i l t I OOF I J li 00 i' II '1 1 ,1LL $ ! I +1R C r_ Et_: 85' 3" ZN � Gensler 1 i � I 6 coo * 2 � ..6 k EQ. A 2' 6" EQ I , LEVEL - - E ---- - CL t FF I R i 1 " co I E j r"EL 6FILE t FILE COPY rr�Jl � ` f ENLARGED ELEVATION STAIR. ' 1 C. i l_. �.+ d L 2 n - - �i• 59'--9" SCALE: 107' = 1'-0" I A09-1 O uW ¢�I1 iTt � � I G t �o LO I! 1419 �Dahas `Mite i ;r} RC I L- 51 f i �+ 4 r REFER EF R PHASE I Thornton T( CKD . I rn CONSTRUCTION SE'f E423��� 4 Q — Structural Enl A\ EL 1 ,/3`� F-- NEW NEW PORTE COCHERE 09.3 /1\ 12754 Merit I g I ,; Dallas, Texas CID 'i•F; _001 //2 \ _ �-- � ! LEVEL _2 _ I � .... __ -_—_-- __�_ __w__ - - --- Thompsoa C EL: 34'-3" T - I W L3 Lj a) ,k _ + - 50 Technolol ME ngine� y PHASE II - ,, SCOPE OF WORK Norcross, Gy LE VEL 1.5 --- _. r 1 ONE OCEAN LEVEL 1 _ •-._* _! i - - EL: 16'-0" o , - - --L_i- �N _ Consultants to R _. s - er LEVE Mid CEI Engineerinj- Civil Enginee Q 4475 U.S. 1 S Suite 301 ti St. Augustine EXTERIOR ELEVATION - INVEST KALE: 118" = 1'-0" EE_tO.OWG - Leo A. I I Interior Desi] 1 The 0flices a j Station G� 3t17 I",ayt M( 1 Suite 400 [)allay X 11 4 E H F '' � 8 'l A A z' t o �' A y .. I I i Issue Date 8 Issue Des�ripl l - - _ _ { 1 04.28.06 PENTHOUSE PRELIMINARY PRI a - - 2 05.26.06 I ISSUE FOR PHAS I. 1 6 07.25.06 ADDENDUM 1-4 9 08,11.06 f ISSUE OR PHAE 10 12.08.06 ,LAY ROOF TILE t -. _ - 1 ISSUE FOR GMP 224�:3 y 11 12.22.06 ROOF ____-- — - - — -- --- -- _- - r J ISSUE FOR PERF/ - i I 13 02.02.07 F I L I I I I ¢ PHASE III - FOL J 00 PHASE III FOUNC . LEVEL 8— i ( +0 +0 +0 I _ �` ,� +0 '�" $ �` 2 I �` kI +1 -+- 09.4 -- — 00 X 4 LEVEL 7 j r 1 I j riQ F ' ! +2 +2 , +1 I LEVEL 6 f +2_j Yl +2--', e e Iw CID LEVEL 5 +2- , +2 I +1 l .c n . LEVEL 41� s _ Y _ ri eaI151gnature +2 +2 4` N , N , N, '!. PHASE I t a, +1 REFER PHASE I LEVEL 3 I CONSTRUCTION SET L +2- L it 3 +2--J TIPI � �7 / ` SHADING INDICATES LEVEL2 .�.. ..� ,..... �. �. �.. ..... .1... .,.� .�.. ..... ..� .�.�. ..� �.� .� e. PHASE ? SCOPE Project Name Sea Turtle Resort I s ' Asl,,rord Hospitality Trust ^ R 5 } ' I ��w 4' "v1� S__.-__- k EW R F v� �"; � k +' , �« ,; i {Project Number p: .. L_ 4 J _ _._.— �.... - . 1 ye ..- `< • PHASE I1 5COPE OF WORK 02.5635.000 EJorI LEVEL 1,5 j File Name DAD I, 1 •_ NNHW .. -, Description A99-10 Dest ipt o n LEVEL 1 EXTERIOR ELEVATION LEVEL 0 OI � tale VA 0 � Of as} 1 LL 11 17 + ° eel ,r / Ci:! S yI 4 ' 1 k I+ r 43 1 T Z F Y �4 s 3 A I E MAP SHOWING AIa'I'A "AC;S TVI LAND TITLE] SURVEY OF : I "" PARCEL "ONE" PARCEL TWO a I A PART OF BLOCK 36; TOGETHER WiTH A PART OF THE ABANDONED ALLEYS WITHIN SAID BLOCK ALL OF LOTS 1, 2, 10 AND 11, TOGETHER WITH A PART OF LOTS 3 AND 9, BLOCK 3'; I 36; TOGETHER WITH A PART OF AHERN STREET AND A PART OF ATLANTIC BOULEVARD; PLAT TOGETHER WiTH A PART OF AHERN STREET, ALL iN PLAT NO, 1, SUBDIVISION "A", ; NO. 1, SUBDIVISION "A", ATLANTIC BEACH AS RECORDED iN PLAT BOOK 5, PAGE 69 OF THE ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RE:iC7RDS I CU0EN7 PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WiTH ALL OF THE LANDS OF DUVAL COUNTY, FLORIDA, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOP, A I LYING EASTERLY THEREOF TO THE EROSION CONTROL LINE OF THE ATLANTIC OCEAN AS COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 1; 'THENCE ESTABLISHED BY PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE AFORESAID PUBLIC N.05'54'10"W., ALONG THE WESTERLY LINE OF SAiD LOTS 1 AND 11, A DISTANCE .OF , RECQRDS, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A 256.00 FEET I0 THE NORTHWEST CORNER OF SAID LOT 11; THENCE N.83'24'50"EA_T7fJG CO�AMENCE AT THE NORTHWEST CORNER OF LOT 11 OF SAID BLOCK 36, SAID CORNER BEING THE NORTH LINE OF SAID LOTS 10 AND 11, A DISTANCE OF 71.10 FEET TO AN ANGLE POINT THE INTERSECTION OF THE EASTERLY RIGHT--OF-WAY LINE OF OCEAN BOULEVAHD (FORMERLY IN THE NORTH LINE OF SAID LOT 10; THENCE N.89'06'50"E., ALONG THE NORTHERLY _'NE ~ CONTINENTAL AVENUE) WITH THE FORMER SOUTHERLY RIGHT-OF-WAY LONE OF AHERN STREET OF LOTS 9 AND 10, A DISTANCE OF 58.19 FEET; THENCE S.06'35'10"E., ALONG A LINA. (FORMERLY PLUM STREET), ALL AS ESTABLISHED BY A SURVEY PREPARED BY I.R. WELLINGTON, 15 FEET WESTERLY OF AND PARALLEL WITH THE EAST LINE OF SAID LOTS 3 AND 9 F'ID ITS REGISTERED LAND SURVEYOR NO. 179, ON SEPTEMBER 29, 1937, EXAMINED AND APPROVED SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE 5.83'24'50"W., ALONG 4 BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LC'rS 1, i BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM 2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RiGHT-OF-WALINE EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C RIGHT OF WAY, FOR THE PURPOSE OF OCEAN BOULEVARD; THENCE N.05'54'10"W, ALONG SAID EASTERLY RIGHT--OF-WA' LINE 4•x4" CON (N89'07'06"E 58.15' FIELD) FOUND NAIL OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT OF OCEAN BOULEVARD, A DISTANCE OF 13.00 FEET TO THE ❑ M FODUND NO 1DEN�CADk* PLATE, (LB 1048) 24' SANITARY SEWER REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK."; THENCE 5.05'54'10"E., ALONG 21'21E 71.14' FfELD) ;`.i� { i,l( r.,{., �)rj 1 ts' THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF (N83' „ -�� : ._._. ____. _�_._ _ � OWER POLE 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC - STOP SIGN ___ BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATT_C1 RIGHT-OF- WAY LINE THE j FOUND 1 2' IRON A` `I J J --'� "� -- - -- FOLLOWING EIGHT COURSES: 1) 5.62'27'04"E. A DISTANCE OFPIPE29 !8 FEf:1; �'} I vn'E - -� -P OHE o+ „„' 4<. ,.- 4'� T ,hlrE OF 155,53 FEET TO T;1E POINT OF CURVATURL UI A CURVE UND /LB i0 - GUY - - - "` - - _ N.89'2 _0"E. DIS. t )~1 - WDOD {]N - �� _ '- -`- "-' WOOD PO51r YtTi! :, :, l QN('A`.c SCIDT�-WS(ER! HItV. _: A RA,DiC S OF zF 5 69-FEE T, 3) SOLITHE AS TERLY ALONG THE "` - POWER POLL - I_ -' -� y� ppSiS YifH ChkV►+ �� r BETWEEN ON UNE „ - f r IST STREET > �� V ARC ,�F SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING- SUB TENDED BY A CHORD `' , c� BETVEEN ON LIW Ht AkINT F 68'24'32"E. ANG 4 CHARD DISTANCE OF 50.76 FEE T TO A NUN - TANGENT END T*1 r�F F'AIG1 , ,Iv' 4t N.89'2450E ALONG THE NORTHERLY RIGHT-or--WAY LINE AS p z d ! BELL SouiH 5, r7i'.:NED I. R. WELLINGTON SURVE'r, A DI STANCE. OF 7.10 } > DD l CONCRETE PAD E l Afi? I FI L L ? THE AVOREMEN AHERNLn r riEE T TO A POINT ON A CURVE CtONCAVE NORTHEASTERLY HAVING A RADIUS OF 18.50 FEET; 5,, SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 24 53 FEET SAID ARC BEING SUBTENDED BY A CHORD BEARING QF S.52'36'25"E AND A CHORD DISTANCE OF 22.77 f FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89'24'50"E A DISTANCE OF 26.04 n FEE T; 7) 5.00'35'10"E. A DISTANCE OF 4.00 FEET; 8) N.89'24'50"E A DISTANCE OF A-i-A ATLANTIC BLVD. c; LIGHT POLE 120 54 FEET TO THE AFOREMENTIONED EROSION CONTROL LINE; THENCE N 02.18'03-W,, ALONG SAID ERASION CONTROL LINE, A DISTANCE OF 34 17 FEE t Ti) ANGLE POINT NO- 37; C.R,10 w N C.R.2 [HENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04'38'3O"'w A DISTANCE OF a 1 x -+ i 254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT--OF-WAY a � c) LINE OF AHERN STREET; THENCE S.83'24`50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY V) I I LINE OF AHERN STREET, A DISTANCE OF 72.16 FEET TO A RECENI[,Y CREATED .BOG IN SAID m D t --OF-WAY THE FOLLOWING m Fn RIG)1T--OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT m { I THREE COURSES: 1) N.04'42'12"W. A DISTANCE OF 10.15 FEET. 2) S.83'24'50"W A -+ Lf1 I DISTANCE OF 50.55 FEET; 3) S,52'28'26"W- A DISTANCE OF 19.73 FEET TO A POINT ON THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE r I 5.83'24`50"W. A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED .TOG IN SAID RIGH T -OF-WAY LINE; THENCE N.05`54`10"W. A DISTANCE OF 18 00 FEET; THENCE j S-83'24'50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT -OF-WAY LINE OF AHERN STREET. A DISTANCE OF 150.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY Cj LiNE OF OCEAN BOULEVARD; THENCE S.05'54'10"E., ALONG SAID EASTERLY' RIGHT-QF-WAY I } LINE, A DISTANCE OF 18.00 FEET TO THE pI h x i r y DETAIL z I I I LA `- =-- nBULKHEAD 24' SANITARY SEWER Com' U O to � 11 �t WOOD VALL &, DISC ❑ .. SET MAIL SET NAIL k 6�2' < ,�j S' Vtl[]D FERC ((l�B HEAD I Z ` DISC, L0 ' iN CONC. BU Jam- --- CTYP) N m -i �1 4"x4• VOOD POST I WOOD I LIGHT POLE GRASS WOOD POWER PQLE� z �__•. ! b z SET t 2 IRON _ -STt7RY - ROE)MASONRY MS Q c PIPE. `LB 3eT2' S,TpRAGE & RESv�p DECK 430 soft,* i ❑VER CONIC, $ EROSION CONTROL LINE ' I I _ 35, r i � ,•.- T ICD C�) { 0 0 1 w TE 1 I 8 RISERHONE GRAPHIC SCALE :� I 10 0 5 10 20 40 CABLE TV RISER 1N FEET } o I ® I inch = 20 ft LIGHT POLE FOUNO.LB? � PiPE, IRW N04.42'48, (FIELD) j f I 4. ' + J , WOOD 13.5' CONCRETE ! /r J I C ; POWER PU_E4 / To uAE 4 1 l { Y� ,... _.. ..,:.: t _ _C. ,1 t. :' K .- ..__._ .. r__..:>r _- __. _� _ _. , .. ..-,. ._.. ,_ .._- _.>,_�..... :: _.. .I•• .. '-... T�- -.. s .'�-> ..r. sY._: :+si`-:� "mac ,:f R... h - •.r [ _. aa+n_. r.... -_l._....... ....... .. - - .'fie=z 77 3 _, } E _ _. 7 ., u. ,r <$ET 1 2' IRON j .. ` ANT ". piSC. y PIPE. �LB 3672" 7-WOOD 4 OHE ' WOOD POST CONCRETEF[RE HYDRPOWER POLE VACONCRETE POWER POLE I- POST -` �! 1 MyATER- 13.04' IRON 0 }. al --.__ _����- ��WA+� �� pts ' r+ TO IRON) SANITARY , ���'� '� ( CONCRE -� o WALL,-,--7SEt )872) 9111 --�"� LUICC E IELD) !N C HE,D' UNDERGROUND GAS UNE INDICATOR r.---- �'� 4 .� " p� v 15"W 5 � J GRASS UyC. 6U N 06 3 7 (FIELD) 583 - g TEED) _- 1 yp 06` 7 W 1 81' , ��F 1p� 1^� 4" `� - NAV 1r t i w I _. a 1,y f.-�•'_-_ -- - t ,� ,�. i l 1 ._ �� DI - ` ' (FIELD) i SET NAIL do 0150 _ SET 14AIL•k DISC 4'51"W ( L.Le 3612'3612 5$3'2 j 'LB 3872' (;+! ��� FOUND NAi;ac PLA CRASS SET '�2� 3672 MASONRY x ` FIRE HYDRANT e 1 % "Le 1048 PIPE, Le 1 1_STO Y REST ROOMS Q x i I WATER VALVE CABLE TV \ 430 9 OVER DECK t� RISER r X _ 1 0 35' w STORAGE S ft.i Wool) w -- "W FiELD) 1 I ALLLL UNDERGGROUND ` ( 112.86 (FIELD) ,_.STORY MASONRY I ,p 35. C a x•24'56 ( J`. `_��--,--- 563'2110`W _. r/ NO ,�+r k SL3• r t I ,r - -- o p M1 - r(k1NDN IL LL 1048 F�LATE�tu/ CONCRETE 31•J � UNDERGROUND GAS , �---- -� -- �. cwt NAIL, -�e�_- ,yOOp WALL`"r � 0 �'-} °� LINE INDICATOR 0.8 CONCRETE � I _. . _`.�.- 28.0' �- FIELD) _ = i 505'54'46"E ( _- - y #e g0 1 WATER 'r-," } r 1 -� WOOD POST 00 POST FOUN �L8845" �`� � �.< yRPE 3].8` { `Y} t PLATE7 PARKING SP CES LANDSCAPE \ c y �► _ W004 POSE VALVE `WATER METERWA r r I �' `WDdQ�POST Xo L.t MEAD WOOD POWER P 0.2. w 5• COVCREtE Y 4 ANG -- WITH DOM CU NAtI � D15C �; y CON 7 E { ~ SE }8721 n JOHN J. AHE MARKER ' ` (� r� -` LA APE C '-- tP '` L,F +,St STORY t IWO I _-LIGHT POLE m T +^ 1 % trn o { Lo" 0 PALM TREES (TYPICAL) rn /r \` N i I I ; � E.2T. Ln 0 1 i _ j t,_.� (X1 to �!4 o 10 } 3 tx o �. / t?2.T _ __-----�` 25.0' / J STORY N �, 75 60t.1 e.T `il CONCRETE COOL DECK ( SiEPS b o i - - 1 STORY UI ` c GAS REGULATOR ~ �RYt B1,5' i { z OHC. SHOVER PAD KING _ I '' HCPTCI PAR 1 v GNLY -227-40.8` L 7.3 I N � 24' SANITARY SEWER LTUllCnXfeMS48ACK 24" SANITARY SEWER MANHOLE I T r HOLE to- LIGHT tem N LIGHT POLE o - eon r % I --LIGHT POLE Z A n 0 ' m O 0 z �� - C T1 I i 1.5'COVERS FOR UNDERGROUND f\ ' � GAS TANK FILLER CONNECTORS w ° I i 0 0 � it � i 'WOOD POWER POLE• .� WiTH DOWN GUY ii n ` 0 0 I WOO POLE w 1 W EC METER 1 0 ASS EN CATCH BASIN ' S6�¢ �) 29 LIGHT POLE �� I ul SET NAIL & DISC T ^� 139 (LB 3672) ELECTRIC O ''uY t, > ,` ��. 7.3' ME R \ r� ry �` �0� (N89'23'42"E 156.52' FIELD) 1 � I r- I CJ l F 1'`�'- 'r !_�: � F' 6. C.. � i�tASONRY WAD- 1 p 74.1'._._:_...__,_-----'--' ♦ FOUND 1\2" IRON PIPE N�� _ 4 J C_ ._�.__.____T �� TSPS LB 45 FOUND NAIL do PLATE -- CONCRETE 18" CURB Ec GUTTER LI T POLE � t (LB 8645) -�..,, �m C4VEREA AR � STEPS 1 I FOUND NAIL4 A L M T R E E 5 do S H R V B - �_ � SET 1/2' IRON f COVERED AREA P-LATE, (LB 15) PIPE, (LB _�----•_....�-----.__. - � 3872 R I .a �� �• 8 C K W A L K j BRICK �, I I a •." '_ P LLT N -- "- --_ _- r•-�� 4.70' LANTAINS OCEANFRONT 01 55 12'W 34.55 (FIELD.) CONCRETE TRAFFIC POLE 18 CURB Ai GUTTER r _ �.> - DININGSIGN r N89'25'23"E (FIEF} f t• f. r� MEDIAN ! \ FOUND 'X' CUT n \ PLANTERS I!y�9 I `. \ - -= _ MA RY WALL } PLANTER SET E 2' IRON} \PIPE, 83672 I �• , ��s I " i !/ f/ •``.� \ \` t �(LF1A36�)DISC -)4' ::''-)_ '_ , ��. ..i r�' � ^ S89'24'57"W (FIELD} SET 1/2' IRON PiPE a W Ln S02.00'09"W 4 36 (FIELD') (19 X72) II 1' I a l PLANTER 1 f i R I CATCH BASIN N88 36'43 E 26.24', ',FIELD) � M \\ ! t 14' � w ©RICK TURNAROUND BRICK TURNAROUND �/ f ` I T , } I I I II I 6 1�v I J �r�, l j A I Y Y J` t F 'F- " - "NOT VALID WITHOUT THE SIGNATURE AND FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No, {-P :672 � THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' --- ... I C G } ��; r I ( �,� _. FEBRUARY 3, 2004 _ ' 9C�� } , 'a 1 3550 i DAF } �- I. - � I �_ A � � D JRVEYOR Inc . 1 .� C, ] E _ �__ _ - 0p � c B � I 8 X--REF: 'TURTLE-J.DWG