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EXISTING LIMEROCK BASE r14 SEAL XISTING; COMPACTED SUBGRADE CP ` � X 1l DEEP coNCRETE "��,��: Ci��:� ° C,�YEXISTING MOUND � \ �� NTS HEADER CURB �W/ 2 3 BAR \ ��— FUTURE 32 RECYCLED BRICK WALK CONTINUOUS - 173 LF 8 \ I 2, w SET FACE OF CURB 2' BACK I 20" Y 42" HT. BLACK PICKET ALUMINUM -� I U OF EXISTING EDGE OF PAVEMENT FENCE, POSTS 4' O.C. / w - SAWCUT EDGE OF EXISTING BFPO PAVEMENT FOR GLEAN EDGE FILL SPACE W/ MIN. OF 4" OR FULL Z SAWCUT ASPHALT CLEANLY, EXCAVATE 6 X 9 SOLDIER PAYER BORDER DEPTH ASPHALT O � ,� � (� ASPHALT AND L IMEROCiC RUN CURBING AROUND BACKSIDE I Lu TOWN' CONCRETE FIELD PAVERS OF DRAINAGE INLET =3 I EXISTING ASPHALT --S„ 2" cOMPACTED 0I STONE I V I I I I•I I I I•I•I I I I•I•I 1.1.1.1.1.1.1 I I•I I I I•I�I�I�I I I I " �•N� I •lO„ 5 1AY 5111 QV -1•" QY . • �— z EXISTING E.O.P. W � QY 10 Qv QV 12QV 2 04' GATE II . _ •.}� � T"•.: ;�r. ":i by::,•.n�:•Yti v.t."'.•.i:" •... 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RECYCLED BRICK PAVERS SHEET TITLE CHAMI=ER TOP OUTSIDE EDGE RUNNING POND PATTERN 'OLD TOWN' CONCRETE PAVERS IN FIELD SUITABLE PLANTING SOIL 2" COMPACTED VoS STONE 1'/2" SAND BASE I 1 fv t LOTS SITE ..t. PLAN tr. p•f SUITABLE PLANTING ••�' G SOI L •�•�� .. .. .. ��. . . •, . . . �� •lJl �—I•I I—I � �• �� I—I I�I� � � � �I I•�I—•I•I I---I � III—I I 1 X 4 PT RESTRAINING EDGE -III—III—If I I—III—I•I•I—III—I•I I-'----I I• I----I• I I—I�I I—I�I ' "��" �• ._._. I —1 I� 1=1 —I —I I_— 11=• 7111 I,E:lMi I- I-III-1 I I- I =�_-� _ STAKE 3' O.C., EA. SIDE -I i I i I- 1- 11-1 ISI I TI ISI I - I I-I --1 I III -I -III -; - I L1 -111-111— I� I ,;,I I NEII 1 I I I I- —I D D - I= I I= I I^ EXISTING COMPACTED SUBGRADE i=I I =I JANUARY 22, 2006 EXISTING COMPACTED SUBGRADE REYISIDNS I I SOCT I ON 6 RSC"'CLAD 5R I CSC 1UALm<LUAY SCALE � S�CtIo� � M�nI,�� n�� C�� SCALE : I" = 11_01' `� 1 SCALE : I" V-01, = " = 10' NORTH SHEET L1 of I o"x 1F," CONCRETE HEADER CURB SI 10' 20' EUTHEN I G5 3000 P.S.I., W/ (2) * 30 BAR CONT. 16" OFFSET, EA. SIDE RELOCYATE LIGLISTRUI"1r.� STUDIO 4" •- 6" DEEP COMPACTED 2' WIDE 1" CHAMFER TOP OUTSIDE EDGE ASPHALT STRIP, CONTINUOUS PYAVERS TO MATCH TO i~'ROPEfi'zT�' LINE I LANE) ARCHITECTURE PLANNING 1 -011 " 101 BEACH AVE, DRIVEWAY DOUBLE SWING PICKET URBAN DESIGN SAWCUT EXISTING EDGE OF PAVEMENT 2 - �� FENCE GATE I EXCAVATE LOOSE ASPHALT i2 fax ' 90� 2�(0 X219 \ �\ \� �� B 18' kel more�com904 241 �a st net EXISTING ASPHALT PAVEMENT - �� / GRASSED FLORIDAREG.RECs. No 665 SUITABLE PLANTING 1✓ILL SOIL 6" CONGRETE E3AND AROUND `41 PERIMETER OF CONCRETE PAVERS o�Q a d•.. �-o a, 0....0• o•�. .o a o' / //// `a; ��j\/ �( � ..I fl .O•: - O •..O• .. v ❑ 4' a+ , .. \/ WPPLZ COMPACTED NO. 909 STONE SASE I ` E �'•.f Lu :4 I X I _l 42" NT. BLACK PICKET ALUMINUM FENCE I ?.of POSTS O.C. - �•�; EXISTING LIMEROCK BASE XISTING COMPACTED SUBGRADE r14 SEAL I —4 II II / �� \ � X 16 DEEP CONCRETE / \ SECTION � MEDIAN H0I4C)rmp CURS EXISTING MOUND HEADER CURB W/ 2 030 BAR \ — FUTURE 3211 REC'r c:LED BRICK WALK NTS CONTINUOUS _ 113 LF Sll QV� I �' • II I U SET FACE OF CURB 2' BACK I 20 V 42" HT. BLACK PICKET ,ALUMINUM -� OF EXISTING EDGE OF PAVEMENT I FENCE, POSTS 4' O.G. It SAWGUT EDGE OF EXISTING BFP / - PAVEMENT FoR CLEAN EDGE 0 FILL SPACE W/ MIN. OF 4" OR FULL 0 SAWCUT ASPHALT CLEANLY, EXCAVATE 6 X 9 SOLDIER PAVER BORDER DEPTH A5PHYALT O I / RUN CURB INC AROUND BACKSIDE i ASPHALT AND LIMEROCK 'OLD TOWN' CONCRETE FIELD PAVERS OF DRAINAGE INLET EXISTING ASPHALT II 2" COMPACTED 008 STONE I / A S 10" BAY / 8" QV QV } EXISTING E.C.P. o� I I I oI: I o I I I I I I I I I I I I I I I I '"'`•4}r�. JI •••. r:4�:'.� r. ;•�A..Y+Y- •�.• .v,Y.Y.�h%•n`•••�Yti✓�+,:1 .T.-�. .ter .tom. I . • LL • " QV / 1D'� QY 12QV 12QV 12 �QV 12 Lj f; 4' G�T �r I I I I I SII QV WPF o.:o :••�.• �•;�� i..��I:.l.�~l•�•1-1��f 1�1•I 1-�•I 1=1�•(�1 � ° ... 41= I;l I I, 1 I I I 1 III I I 1=1 11-11 ►— HLu `J °;C. .. - ,'da - •.8. . SKI I I I I SMALL MOUNDS -0— 777777 Lu —I I I� �I I I I I vl I 1 III IiIIII II I I I s"x 12" CONCRETE BAND FLUSH S�RMSCULPTED PAVEMENT, 3000P40 AT ARCEGTSD DIRECTION u BAR, 1/2 " CHAMFER TOP EDGES D.I. 4' RECYCLED BRICK WALK EXISTING COMPACTED 81.15GRADE 611 X 1(o" DEEP CONCRETE SET FACE OF CURB 2' BACK # � OF EXISTING EDGE OF PAVEMENT HEADER' CURB W/ 2 3° BY4R co � CONTINUOUS 5E AGS AVE. Ct o� o,�ouu��r PAvres CoNCRotrm 5,4Nn KOD_� PLAN oa VACANT LOTS '��J7 6" X 9" SOLDIER BAND, FIELD DOLOR 31ix 000' CONCRETE P-6.1, W1 (2) 40 BAR CONT. RECYCLED BRICK PAVERS AINING 5AND SHEET TITLE 'i2" CNA1Vi1=ER TOP OUTSIDE EDGE RUNNING 1w30ND PATTERN 'OLD TOWN' CONCRETE PAVERS IN FIELD SUITABLE PLANTING SOIL "I '"�8 STONE SII 11/2" SAND BASE I ll� 16th ST. 2 COMPACTED E LOTS SITE FLAN •� ••�:•� �:.•• ,• ..< "•. SUITABLE PLANTING 50I1 .. .. ,. ... .. ,. 4•Y.• 'q' ••~.•• i III--III—I� I�I—•--•I �-�: =�:��}•: .•�� .:�: •�•� •� . . '•ti: •I I�I—I I•�I•�--1 I I—III--III---III — — 1 X 4 PT RESTRAINING EDCxr �•I I�I---I I•�I----1�I I I•I I—III-1`I I•-1.11---I I•I I I I—I•I I—I I ';� "�1" t� �� I i� I i I I I I =I I I I I —1 I —1 - _ STAKE 3' O.G., EA. SIDE — I 111— I �I I �LI i I I� -—I 11 I I— D D —I I --III=III— EXISTING COMPACTED SU GRADE EXISTING COMPACTED Su3GRADE JANUARY22, 2006 REVISIONS Ct i o� ��o�� c�� s RrmC%rr LS 0 BRI CSI u AL<UJAY �o� SCALE SCALE I" = 1'-0" � SCALE 1" = I'-,a" 111 = 10� NORTH SHEET L I of RSP 111 EX15T5 25.5 E c __T----- ..ww__--_- -----.__ _ __- _ _-_____ I I ' I - - CRATE ► EUTHENIC6 IRR G. METER _ _ _ _ _ _ _ _ _ _ _ _ ww _ w - - _ _ - - _ - - _ - - STUDIO EX15T5 No .Boom K' A5 I u E 11/411 E /4 II E 11 E 1„ BB ,11 13B BB BB BB B� 34 G E 3,4 II E E 3/4 N E G E E E E 1 A r 3 j�n 0 0 A5 E 4 E LAND ARCHITECTURE COMMUNITY PLANNING B i E 45 II nc nc nc C UNIT I URBAN DESIGN UNIT UNIT UNIT 8 1 LATERAL CONTROLLER w u 1 904 241�a38221 ax 21161-v. LOCATION kellmorsocomca5t0et I, I MAINLINE 3, " SLv. I FLORIDA LEG. No. 1160 ELEVATOR GEOR31A REG. No. 66a W A 11/411 1,411 3,4 I I • ,atm Atm 0 I 3,4 11 A8 C 71117 BB C 1" l n Alm AIO E 3 3/4" 11/2 11 3/4 0 2 11 SLv. 266 L• C 1'/4 1 3, II SEAL. E 11/2 „ E E E E E 3/4 I I E E 1 11 E I 4 3,4 11 D ___r nomrm BBQ BBB ___r BBBmrrr ...m mm= amm" "monk 0M." ___� �� llll m A A Q 1 I 1,/ I I ~y I I 3j4 I I g I" E E G E E B� 113 13/4 1, 2 1 1 1 G 3,4 11 C I I A IAh I I �r n I I u G �u G I �4 3/4 11 3/4,1 E E E E E E C 3j4 C C C 111 C G 411 2 11 C 11/4,11 G I G F BB 1 p EG loftr ..... BBBBBBBBBB_ BBBBBBBBBBr .� >� Brw.. ...� ___r BBBBBBBBBB_ .,._. BBBBBBBBBBB� _�,. BBBBBBBBBBB� �. BBBBBBBBBBBA BBBBBBBBBBBA o__r mroM ___r w..r_ BBBBBBBBBB_ woo BBBBBBBBBB_ A A 32.5 E E 1F th STREET BEACH ACGESS W E � 4 5 I(oth STREET f3EACH AcCE58 11 WOOD WALKWAY 2 211 - 40.5 • 40.0 rLEGEND JU �C BEAD KEY fit Q 2' MAX. DURABLE WEATHER RESISTANT LD. D ON SPECIFICATION 1-U QL PLASTIC VA)_VE BOX IVITH 0 RAIN51RD 1806 6" RISER ::3 PyM"T. EXTENSICN6 IF NECESSARY. 0 wATr=R eouRCr= 112" Irrigation Meter • RAIN151RD 1612 HIGH Pop � Z � IRRIGATION PLAN WOE FIN16H GRADE 11 (D RAINBIR ) SHRUB RISER I v 5ALL VALVE 2 ;:3raaa a/Valve 15ox SCALE: 1" - 10' 4 � INSTALL VALVE 5OX OTI r-al A. ABOVE FINISH GRADE IN �,�G} � OW i� YIGE I�at�.g 00-1 �Q '-1.5 AQ R.4INBIRD - 15Gt : TUI AND 211 IN SHfta .AREA5. ...,. .� MAINLINE 2" SCH 40) PVC BQ RAINBIRD - 15T d 3M-DBY WII� coNNEGtoi�s I 0 RAINBIRD - 15H � 1114AND EXPANBIGN COILS, SLEEVING Schedule 40 PVC o 10 WRAPS AROUND I/2" PIPE. p CONTROLLER Rainbird EJP, 6 Station Clock 00 RAINBIRD - 15TO ELECTRIC SOLENOID � r r CONTROL VALVE. Q RABINBIRD - 4'55T VALVE Ra inbird PCNA Series w/ PRS_p E LATERA. PIPING Pressure Regulator Q RAINBIRD - 15F IRRIGATION NOTE5 I TO SPRNICLER6. LATERAL LINE GL 200 PVC, 1/2" unless noted GQ R4INSIRD - 4'EST I 411 PEA GRAVEL BASE � I rr i C a t i on Contractor shall be responsible for • • • ' W/ FILTER LINING. 9 YALE NUMB R H o RAIN5IRD - 15TT f- 211 vA51z 0 RAINIBIRD - I GPM IBU5 3LER '•.' � ° • a VALVE w1R1r FRaM LVE � BB all applicable Fees and permits- . . . . CONTROLLER. ZONE GFM -AV 0 RAINBIRD VAN SERIES NOZZLE ,411 Pipe and LUire under paving shall be placed in MAINLINE R,A(Nl:31R17 "OGLE OTHER THAN 15' R � p p Glmo Schedule 40 P.V.G. Sleeves for the full pavementWATERINGr SiC�IEI��TLE coverage length and shall l be at least 24" below grade. a "'MIR FC-A= - Pc-6" POP-UP 4.0 NOZZLE g g TYPICAL 60LEN00 VALVE PROGRAM ZONE GYM MMJM DAYS/WUX HUNTER FC-d= - PC-6" POP-UP 2.0 NOZZLE Mainlines shall be buried to provide a minimum cover of 18", "Tg A 1 25.5 15 3 while all Lateral lines shall hve a minimum of 12 ". ,4 2 32.5 15 3 _ _ 11 a HUNTER F+GJ Pc 6 POP-UP s0 "oME ,4 3 20.5 15 3 The Contractor should take care to reroute piping A 4 40.5 15 3 to avoid plant or tree roots. Mand dig as necessary. 12" A 5 40.0 30 3 All Sprinklers shall be site adjusted to prevent water SHEET TITLE overthrow onto building surfaces and walkways. 411 Piping downstream of Solenoid Valve to be CL 200 P.Y.C. T. 12" A l l Control Wiring to be 14/1 U.F. direct burial. "O7�' S8r'�L �'"`�� 4; AT FMIBEIED c�RaDE 8MMANUAL 1=oR WALL_ MOUNTING, IRRIGATION . � . ". COMMERCIAL CONTROLLER Install a "MiniCl ik" rain and freeze sensor device. 4 APPROVED OAdCfiILL NT' INSTRICTION6, ALL WIRING TO BE PLAN INSTALLED AS PER LOCAL CODES. g Tr�I L CJ L SPRWLER Verify location with Owners Representative. HI-POP SPRAY OF%WLER a POTENI"P GRAM Install 5a ckf low Preventer in an inconspicuous 4 .. _ APPROVED 13AC44F►LL DO NOT U8E SIPE INLET 4a location such as shrubbery. 011 PVC OR BARBED AIRY sPRN ItLM All piping 1/2 " CL 200 PVC unless noted ALE ELL DATE ISS9ffD_ JUNES 7 2005 /21, FLEX PIPE STREET ELL JUNCTION BOX REVISIONS /411 FLEX PIPE TERAL PIPE o CONDUIT FOR CONTROL AND ATEI?.4L PIPE COMMON UP,DIRECT BURIAL WIRES TO REMOTE CONTROL —LATERAL TEE VALVES.EXTEND CONDUIT [L A RAL TEE TO IRRIGATION MAINLINE SCALE CONDUIT FOR 120 VOLT WIRE 1=R1oM FOW�R souRcE. 1 r, W 10' NORTH !. _ TYPICAL H1 -1="0P 5PR,4Y 5PRINKLER Nrs TYFICAL WALL MOUNT CONTi�OLLE- '_ SHEET TYPICAL. POP UP ROTARY' SPRINKLER NTS � NOT TO ecAl>; L � � 1 QTY. KEY COMMON NAME 50TANIC,AL NAME SIZE HE IGHT SPREAD REMARKS I QV LIVE OAK QUERCUS VIRGINIANA 411-41/2" CAL. 141 - 1(0' -11- 8' FULL, STRAIGHT, MATCHING 2 WR WASHINGTONIA PALM WASHINGTONIA ROBUSTA 16" CAL 20' - 22' OA -1' - S' FULL, STRAIGHT, REMOVE 50OT5 6TUE) 10 4 CID CANARY ISLAND DATE PALM PHOENIX CANARENSIS 20" CAL 16' CT 10' - 12' FULL, STRAIGHT SPECIMANS LAND ARCHITECTURE 3 PC SAND PINE PINUS CLAUSA 30 GAL 1o' - 8' 5' - 6` FULL COMMUNITY PLANNING URBAN DESIGN I TL TREEFOR"i LIGUSTRUM LIGUSTRUM JAPONICA 30 GAL S' - 10' 7' - 8' TREEFORM, 4' CLR TRN1C e04 24(o 621S CENTRAL LEADER 904 241 8382 fax 24 SP CABBAGE PALM SABAL PALMETTO 1411 CAL 16' CT "1' - 8' FULL, STRAIGHT, BOOTLESS FULL CANOPY WITH STRAIGHT TRUNK kBllmoreecomcaet.net 2 CH EUROPEAN FAN PALM CHAMEROPS HUMILIS 15 GAL 2411 -3611 31 - 4' FULL, SPECIMAN ACCENT FLORIDA REG. NO. 1160 GEOF;raIA FMG. NO. 668 4 GS CRINIUM L-ILY CRINUM SPECIES 10 COAL 21 - 3' 31 - 4' FULL, 8 LEAF MIN. FOR TRE1_53"+ CALIBER 45 PM PODOCARPUS PODOCARPUS MACROPHYLLA 15 GAL 41 - 51 3' - 4' FULL, STRAIGHT, BUSHY STAKE TREE W/ 12 GA. WIRE,AND HOSE 1200 AROUND TREE WITH 2" X 2" WOOD TREE STAKES F(OR P.T. WOOD 2 X 4 STAKES TREES 3" OR LESS, 2-3/TREE IIF FLAGGsINC: 21 IC JAPANESE HOLLY ILEX CRENATA 5 GAL 24" 30" - 36" FULL, NO STEP UPS NECESSARY FOR STABILITY 4" EARTH SAUCER FOR WATERING 35 PT GREEN PITTOSPORUM PITTOSPORUM TOBIRA 3 GAL 24" 2411 FULL, NO STEP UPS 6" SOIL MIX - 1/3 COMP05T, APPLY ro" PINE STRAW MULCH LAYER 2/3 TOPSOIL INSTALL TREE AT LEVEL GRADE 1 BV RED BOUGANVILLA BOUGANVILLA SPECIES 10 GAL 5' 2411 FULL, ESPALIATED 85 RI INDIAN HAWTHORN RAPHIOLEPIS INDICA 3 GAL Is" 2411 FULL, NO STEP UPS �� '�'\' �� ,� •3<y �`� COMPACTED EXISTING SOIL a ~�� BACKFILL FREE FROM DEBRIS 14-1 AK RED RUFFLE AZALEA RHODODENDRON O5TU6EUM 3 GAL 24" 2411 FULL, NO STEP UPS `'�i iii`i i i`% ...� TAMP AND WATER IN TO REMOVE AIRPOCKETS 250 JC BLUE SHORE JUNIPER JUNIPERUS CONFERTA 'BLUE PACIFIC' 3 GAL 1011 18" 4-LEADER MIN. 92 TD FAKAHATGHEE GRASS TRIPSACUM DACTYLOIDES 3 GAL 2411 1$" FULL LEAFD 515.9CONTRACTOR TO 1=3E AWARE OF POSSIBLE UTILITIES IN AREA WHEN DIGGING `J 40 AS ASPARAGIUS FERN ASPARAGUS SPRENGERI 1 COAL 12" 12" 6 SHOOT MIN. 548 EG EVERGREEN GIANT LIRIOPE MUSCARI 'E. GIANT' 1 COAL 12" 1211 6 BIB MIN. N.T.S. 545 to DIUA};4-- ASIATIC JASMINE TRACHELOSPERMUM A51ATICUM I GAL. 4" 14" FULL, 3-RUNNER MIN. 40 Fp CREEPING FIG FICUS PUMILA I GAL. 411 1211 4-RUNNER MIN. u 285 AA AGAPANTHUS AGAPATHANUS AFRICANIS I GAL 1011 10t1 8 LEAF MIN. / 54 mc; MUHL.Y GRASS MUHLENBERGI,A CAPILL,ARIS { GAL 16" 12" FULLNO STEP UPS, � � �96 Lm MONROE L.IRIOPE LIRIOPE I MUSCARI MONROE1 1 COAL 1011 1211 FULL, 6-BIB MIN. LL� LL 110 SR MARSH HAY SPARTINA PATENS 1 GAL 121' 1211 FULL �--- AE C S O AS ELATIOR 1 GAL lro" 12'1 AST f R PL ASPIDISTRA T N ANT FIVE LEAF MIN. 0L fli ca RA 2 DJR DON JUAN ROSE ROSA FLcRIBUDA 'HYBRID t - DJR' 3 GAL 2411 1211 3 CANE MIN. 15 AF ANNUAL COLOR SEASONAL MASS PLANTING 6" POT - - MIX ORGANICS INTO SED � ca — � Z 1,875 SF SOD ST. AUGU5TINE GRA55 STENOTAPHRUM SEGUNDATUM 1' X 2' - - FRESH, ' CLASSIC' w �-- O a FULL VEGETATIVE HEAD, -f' - 8' SET PALM 50 THAT IBUD 15 90 DEGREES PERPENDICULAR TO GROUND SHEET TITLE 2" X 211 WOOD TREE STAKES 2-3/TREE IF NEGE55ART FOR STABILITY FROND BAsEs VE 1/2 FRONDS, GLEAN-UP REMOVE ALL CONSTRUCTION o FRON DEBRIS FROM PLANT BED TRUNK FULL PROVIDE P05ITIVE DRAINAGE w UNIFORMLY CLEANED-UP BOOT SCARS 2 4 GAMES, 5 T CLEAR R SPACE ON STRAIGHT TRUNK 4" EARTH SAUCER FOR WATERING NON-HURRICANE GUT PALMS ONLY - PLANTING INCA APPROVED APPLY 6" PINE STRAW MULCH LAYER 4" PINESTRAW 1"IULCH 2" X 4" BRACING WIRED TO BURLAP WRAPPED TRUNK, STAKE SUFFICIENTLY �'��!—� STRAPS o z TO GROUND FOR NIGH WINDS 6" SOIL MIX X1/3 GOMPOS�I', 2/3 TOPSOILS BED TO r r :• ' EDGE •, 4" HIGH SAUCER W/ 6" PINESTRAW PLANT AT LEVEL GFADE MULCH LAYER _ 611 SOIL i11X (1/3 GOMF`05T, u I olyllllgtill{11111111111111IIIIIIIII 1111111 11 IIIItiIIoII+Iy�11116 ..........1� 14p 11111�1�1 jigiI 2/3 TOPSOIL) D D COMPACTED EX15TING SOUL ISACKFILL RoTo-TfLLED INTO SOIL 111411�ti1� 11��1111111 � - JUNE `1, 2005 1 BACKFILL MIX AS SPECIFIED. TAMP AND REVISIONS � � CO1`1PACTED EXISTING SOIL BACKFILL WATER INTO PLACE EXISTING TOPSOIL FREE SET ROOTBALL ON UNDISTURBED SOIL. OF LIMEROCK AND DEBR15 MIN. 30" ROOTBALL DIAMETER. MULMT f TRUN< TREE PL.AN,mr Na SHRUB �t�r.yI-•.J�r. CROUNDCOYER �-ANT ING DOTA i NTS T�' = I C �L � � .M T�� PLANTING SCALE ,I I ,_ 10' N.T.S. NORTH sHEEt :. L5 O� EUTHENICS STUDIO LAND ARCHITECTURE COMMUNITY PLANNING UR5AN DESIGN 904 246 6219 904 241 8382 fax - -�"� � �llmore�comcastxtet FLORIDA REG. No. 1160 GEORGIA REG. No. 668 i SEAL • 3-SP - exst. i Q • L------------ ---------------- --- -- BRICK f ATN PINE5TRAW MULCH PATH -15-EC-� --PG • • 3 SP 80-AA 80 AA 30-EG -75-AE GATE 1-PC 3-G5 1-CS + + t + + + « r r + + + + / , / , / , / / , / + t Lu '%%++ + + i ++++a + + + + + G ATE « 'F + * 'r i + + i ++++ + +tt+++ l:Fff''11 l! 6o-AE + ++++' / �!', / /�, �/ 155-TA I -I-P`1 i-WR uN,r ur�rr uNr uNir , 140-TA I-GID 24-PA - WR w o /, Lu DiNING 501D SAND TO �ENcE 1�G1❑ , LIVING ROOM � / , I i-QV i-TL euevaran / /, > 45-R1 � 15`15 Sr SOD� 14-PA � �• ��\� ,�j U �.�15--10 ' ' ' LL ' - Ju 15 SE-AC 1-1-Rl 2-DJR 6-IG 2-DJR t 21-PM 90-TA + t + 32-LM t O KITCHEN BREAKFAST I 1-BV 32-LM -1-SP 55-ECS I-TL � tt Room + + 32-LM 150-ECI -TL +++++ ++ 1-PM 40-TAALU 120-TA ++ + + 24- ' C I-C F + + SOD - (L+ + ul -5NN ip - - E + t fi + I—TL -12-ECx I-QV - exst. ++�++•� +ttt+tt I—CS REMOVE VINE AND / + + + • • • r r r ■ r f lu �• /• SCRUB VEGETATION, 80-AA } SOD 3-TL 45-AA 16-PM -SP 40�AS I-GiD 101 O. 124-EGSOD 8-SP 14-PT _I-PC � 16th STREET BEACH ACCESS 42-EGI --CS 21-PT WOOD WALKWAY 18-FP TEAK f 3ENGH UPT 6 X 6 - RA15ED AREA 16th STREET BEACH ACCESS AUGMENT BED AS NECESSARY WOOD WALKWAY 167- H s7. 7. SHEET TITLE , TRrzr MITIGATION TA5Lr= PLANTING PLAN TREE REPLACEMENT 5CHEDULE PALMS REMOVED 1011, QTY. COMMON NAME BOTANICAL NAME. SIZE, SPEC. PALMS RELOCATED 511 PALMS REQUIRED 24 CA515AGE PALM 5APAL PALMETTO 16' CT, 1411 CAL. MIN. PALM5 PROVIDED 425,1 v D NOTE. JUNE 1, 2005 2 WASHiNGTONiA PALM W,A5HINGTONiA Ro%6TA 16' C.T.. 1211 CAL. MIN. � 4 CANARY ISLAND DATE PALM PHOENIX CANARENSiS 'CANARI' ISLAND' RELOCATED FROM STAGE LOT ALL TREE5 ,AND PALMS REMOVED FROM SiTE 1--lARDUJooDS REMOVED 5(,11 REv18ION$ 1 LIVE OAK QUERCUS VIRC3INI,1ANA 411 CAL MiN., 14'--1ro' HT. SEE SURVEY (L--1) 1=OR EXISTING TREE LOCATIONS 2511 HARDWOODS REQUIRED`1 TREEFoRM LiC:;USTRUM LIGUSTRUM JAPONICA 30 GAL., 4.5' CT HARDWOODS PROVIDED13" SCALE 44 PoDoc,4RPUS HEDGE PoDOGARPUS 1~1A►,CROPH�'LLA 15 SAL, BULL TO �3A5E 3 SAND PiNE 10iNU5 CLAUSA 30 GAL, FULL To BASE 111 = TREEFORM SHRU55 PROVIDF-D 4411 NORTH SHEET L40t= - HR1CK ROWLOCK, PAINTED MORTAR TO TOP OF WALL BITUMINOUS WATERPROOFING ON INSIDE OF WALL PLANTING 8011- MIX +54, BAR ib" O.C. IN HALF-EIGHT CMU AT RADIUS'S 5" CMU WALL, FILL ALL BRICK ROWLOCK CAP b" X 9" SOLDIER SAND CELLS WITH CONCRETE 2-COAT STUCCO FINISH OLD TOWNE CONCRETE PAVERS a . ' �j` �r��j��f�j��j�� PAINT TO MATCH PAINT TO MATCH \ \�\� ��\•�\•\\ TW ELEv. 2" COMPACTED * b8 STONE BASE o RECYCLED BRICK PAYERSTHNIG °. �, RUNNING: BOND PATTERN 8 RETAINING: WALL .: STUDIO FILL CELLS WITH CONCRETE SUITABLE PLANTING: BOIL ';• i — — STUCCO WALL, PAINT WITH :. :`'• `' 1�-2" SAND BASE �I I'1=I I—I 11= I I—III—I I ISI I 1=1 ELASTOMERIC, COLOR - LAND ARCHITECTURE ' 50 BAR lb" O.C. COMMUNITY PLANNING IhIC: -t�1L—III •,>•.,... .�:•�.';, ,:.:.:;:<,• .,. 59% COMP TEO L �— TF EI-EV. • ;�..; w p " -:a _,�.,,,: j., �� :=••Z':';i �,.a•:.,v .�r'K.='tib';: '�"e T�...;tet:'.. k. :.v,f AC FILL cb 4 - u. . . ;��i�'�;•:. o''%y,::i..I';.r , ..::.�•"'t• "•.•+•• ��::�� .`� ;;�. 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EDDYING: a •4a, BAR 12" O.C., EA. WAY = — — — _ — - COMPActED 8U13GRAD>= EXISTING COMPACTED BUBGRADEI- Lu : .1--llI=ll1=ll1=ll1=Ill=111 1 -I I=III—I I I�----I III—III—III—III—I I I- 99% COMPACTED SUEGRADE L 1�,�,T I Q1�1 TY 'I CSS, '� t'4 IN I N �U,�LL ��`I aN RECYOLMC BRICK WAL�GWAY ON SUITABLE SOIL SCALEI Irl" • f'^0N 3 SCALE 1" = 1'-0" LUALL 3 BCALEI 1/2" . 1'-0" I SEAL ''5' DAR, 16" O.C. IN SAWCUT ASPHALT CLEANLY, EXCAVATE b X 9 SOLDIER PAVER BORDER 2-COAT STUCCO FINISH 8" CMU WALL, FILL ALL PAINT TO MATCH BRICK ROWLOCK CAP CELLS WITH CONCRETE HALF-EIGHT CMU AT RADIUS'S ASPHALT AND LIi"IERDCK 'OLD TOWN' CONCRETE FIELD PAVERS PAINT To MATCH TW ELEv. EXISTING: ASPHALT a„ 2" COMPACTED %a STONE I I I I I I I E I I I I I I I I 111 11 11 ! 1 1 1 1 1 1 1 `tr .,.. �f. LZ :; A A17 _1-• a x 12 CONCRETE BAND FLusl-,1 , TF ELEV. CSS WITH PAVEMENT, 3000 Imb-1., -P 40 14rd' BAR, 1/2" CHAMFER TOP EDGES :{ .,• • q. EXISTING: COMPACTED fiUBGRApE 4 =III=111=111=111=111=111=111=111=111=111= IIy,�P,• TF ELF-v. a 4 I1IIIIII�l1I�I1I�I�1111��1111II111�11�IIIIIIIII1111I�II. a. u. 12�' • ^ — . . •' A. :�h d• 4. 4' U I 1 —1 I I— 11 11--i 111 1 I LL- 111 I=1 I I=1 I I-1 11=I I ISI 11=1 I i=1 11=1 11=1 11=I I I=' � marioN ROADWAY / PAVERS / CONC STra 5AN1G I I I:,TIMI I I-- III—III—III=I I TI I, ,III—III-1I ' 2' STEPPED FOOTING � u ' `-„ I- 1 ' "j11�" � �'�'- 3b" W X 12" D CONTINUOUS SCALE : I" I'-0" CONC. FOOTING: COMPACTED SU15GRADE 054 BAR lb" O.C, EA. WAY lu CO b" X 9" SOLDIER BAND, FIELD COLOR 8"x 12" CONt'RETE RF-TAINING F3AND �'I "v�•i•I Q'\ I A �+ r I moi` A f ' I I A I T Z 3000 pB.l, Ill/ (2) • 40 BAR CANT. RL I\i CPs�+RAGM LMi Y ML R "�A I Iii INC WMeiLL V$" CHAMFER TOP OUTSIDE EDGE 1C,e,LE, 1/2" • V' F � 'OLD TOWN' CONCRETE PAVERS IN FIELD �" 2" COMPACTED �'b8 STONE ca PVC GATE PANEL - PVC LAMINATE OVER � 3/4" PT PLYWOOD CORE sr,' a. ��. .• -� �: ^��:•�:�: :j "• 8UITA13LIw PLANTiNGI BOIL " P RUN VERTICALLY `•.�,. .. ,•�, ,v-•a• •;._ :��. a' •c•'�: a�•.: a,..� X71•. _;�;:� �._- t' .f •�rj..�4�t. .� ..•••,•�. 7ty !.' t, :.;�N;. : v� PVC TRIM PANELS -I 11-1 I f-1 I I—III-1 11—III—1 I I—I I•I---III--=•I�I I--I•I'�• �4"`�� --1 11=1 11=1 11=1 11=1 11=1 I I- 11=111=1 11=I I I +, 6TA1NLE85 STEEL HANDLE, —I 11- 1 I I III-1 I I-1 11=1 11=1 I =111=1 11=1 :,,.., ,,; b PEEK HOLE HINGES AND LATCH =1 I ISI I I, ,III- 1 I 1=1 :(1 2 X 8 PT CAP i1 --.IIP1I1=1I = —III-I 11= EXISTING COMPACTED SU0GR4DE � '-111`111- I I �r .I �./ mvr I CN ' MEDIAN H eAmew =R5 �11 SHEET TITLE I'"0'I ON'OLD #�8 ISTONE BASE TFIELD PAVERS - I 040 NOSING BAR its (5) 4I/2" RISERS, 18" TREAD 21.15' I _ ,4RD5C�P 3000 PSI CONC. STEPS 2% SLOPE 2bb' + DETAILS ROCK SALT FINISH. 4 n i + il� �" �� " �,'� �9" R s5.�' • +. :STONE TERRACE 2�� - - „ 255 +. N n __ _�I I = I I I II I�� I I 1�I ill I!; 4 �.. 3000 PSI C.C7NC. DRIVEWAY ? '. .," n ' .� ROCK SALT FINISH. + u — � LI I,;I I �n LLaU L�-LJ-LJ Lt LLl b xb 10/10 WI,uM f 11 .. •4: �. o A _fir y• I I��I �LlJ WLI.I ��.rrL'.J.J� •• '' ,9• •• a .•��f� --III l I Il-f-rl I I—III- I n ,> TI=III=III III--III=1 I '� =I�— h" TO 9" NT. PVG WAVE ICICKPLATI= I b' HT. CEDAR SHAKE WALL D ISSUEDATE Ci n' a UNE 2P�fa5 ". - =-- -=� - ,�, ;� M4� BAR lb" O.G. EA. WAY I ON PT I X 4 LATTICE ON 2 X 4 J _w_ •,> . FRAME, SST NAILS ..4`" n i .k :u' _ Li �p T gip\• n.' ,1 I, _ :�, -TTY—,O7-'�7-� a I- -7�}�7. , i , _ 1} _ ,,: III I III — __ d '~ �I—I I I�I I IW CDM b X b X 8' ANCHOR POST, EA. SIDE I REVI510N5 1 I-I I I I I l- I I I=1 I I- - - COMPACTED sUBGRADE - �. 30" DEPTH MIN. 16" -1 I ! I I I I A 11, III �x Ac 22�'ST STEEL DOWEL co'MP TED BUI3Gf�AT]1= cr * I f I I J ELEVATION � PVC / WOOD GATS SCALE C�NC� "iT� �I��W�Ir� ��I� � BCALI;r I/2" ■ P-m„ r,or ro g � SECTION '� R001'CLOn BRICK WAL�C� A*ro 3 NT6 NORTH SHEET L Q ERICK ROWLOCK, PAINTED MORTAR TO TO>P OF WALL 22'-4" PLANTING SOIL MIX STUDIO LAND ARC;W ITECTURE __�• �� CoMMUN1T1' PLANNING-x I r6UR1:3,4N DESIGN a cMuBLOCK WALL AND Cah1Q FoOTMG PLANTER Pl1NG44oLtT FOR PALM BITUMINOUS WATERPROOF LAY1=R U! I I I 904 246 6219 ` CONTINUOUI3 ::-s CCINCREM I I I sTEPB oouN 22'-4" 904 24.1 8382 Fax i 013'--4" 025'-a' I I I 3 kr911mor��ccmcastnet 6" X 9" SOLDIER BAND a6• 1J-1 I e" CMU SLoc1[WALL I I I OLD TOWNE CONCRETE PAVERS �, AND 'C'FD°TNr" 2 4" L _ _ FLORIDA REG. NO. 1160 . 8" CMU R1T'AINING WALL � ��_-�. �_� � — [sE01�lA REGs. No. 66B WALL FILL CELLSy WITH CONCRETE 2'.1" �'� SAND�FFOOOTMi 2" COMPACTED M 66 STONE BASE STUCCO WAbLL, PAINT WITH P _------ i I d'-4" ) I ?' ca ELASTOMERIC, COLOR -� C' T --------50 BAR I6" O.C. �_ f-_______ - - �- 991 COMPACTED FILL .III •I. e I Id' 9'-1• 9aD' d'-d• bA' !!'-D" 6�' d' + I{'-z• II'-d• 36" W X 12" D CONTINUOUS - CoNG. FOOTING 4• AL16N CM WALL W/WOOVWALL 4 b 1040 BAR 12" O.C., EA. WAY I - ._. ._._.. __ ._.. � _. .� I_ y�,_m. �,_�. � _�I I ISI I ISI I ISI I I.�I I��11�(.�IAil6N cr>l,WAS.,,. uu Woovuuu..>.. _ a __----�. Se% COMPACTEP SUBGRADE ON BUITABLE SOIL e•av \. _.,__ _a" cru 5LOCK UJALL lI I \ AND C" FOOTIAfCv 13AC PILL W/SAND I I I I _ _ _ _ _ ..» ��••+ GARAGE LMv L WALL __ �] N eirG I EX15TMG WOOD STAIRLILVLL AND ACCESS RAMP 2 SCALES 1R" • 1'-0" 6" CMU BLOCK WALL AND c*1104 FOOTm 1 � 7. c� Lu u� f GMU WALL h A%T"*CUT PLAN o 2 D � � u lu tu S" CM BLOCK WALL • • AND CONK. FOOTING i �-�- • TW T1= I28.1' 22.6' 243'1 1 TW �- 26.1' TW444 I Dab, - - 25.1' I 26.15' 26.6' � T$ I I 2rf.10 21.151 (4) 5412„ RI3f=RS, 18" TREAD CONCRETE STEPS a" CMU OCK WALL 4" I _1 I ROCK SALT FINISH [� > AND C. FOOTING ___ TF t_J 11311 2 ,I I 8.1' 1 22.11 ' Tw --.____.. TW u 131 /�_ -15-0 I I 28// all CMU BLOCK WALL, W/048 13AR, 16" O.c. I 115 , TP= TF •r- FILL CELLS W/ CONCRETE, 2-COAT STUCCO 140' 1410' TF my T- 19.x' 22.1' I l // oN )^XPOSI=D P=ACE, E 1TUMINUOS COAT ON \, ---1--F� ----- -}� 1 - I ---� I -------J I-�- INSIDE OF WALL. BRICK ROWLOCK CAP ZT A� -� -- TW TW TW TW 3 1 F �1.0' 20.0' 2210' 245' 28.1' SHEET TITLE Eck. Ery r=a 5" ROCK SALT FINISH CONCRETE PA�11✓L BAG[FILL W,' SAND I WITH 9 X 6 OLD TOUN BORDER TT�� T� TF CMU WALL 12.0 14o' 140' E=1%jo2335' 263'- ~ GRADING r _ TWA c�---------- - TtL �` � Tr- 1431 143'1 1163' 163' - _. . . - - - - ,� \� 263' � 1 I • 'I-SAN Tp: BTW I I TW 2m'` 1143' 1 1 \ 2935 TW T I 3' L 163' 14�' 1 i a" CMU BLOCK WALL 12B' FOOTING I��_�-_�_�.�.� - _ 1 � AND CONK. NG D ATE D Tw 143 -�� • � JUNE 1, 2005 REVISIONS 1XISTING WOOD STAIRWELL AND ACCESS RAMP 8" CM BLOCK WALL, W/+4' BAR, 19,11 O.C. FILL CELLS W/ CONCRETE, 2-COAT STUCCO ON EXPOSED FACE, 131T1.1MINUO5 COAT ON S T 7. INSIDE OF WALL SCALE CCMU WALL ELEVATION PLAN NORTH SHEET L 2 0� 6c o o s M TUMBLED LD TOWN PAVER PAV4 ER COLOR MIX: J ON 211 68 STONE C ASI—E 60gd 13RO11,N / TAN PVC GATE � 0 40% RED / CARCOAL CJ1 RANDOM o PATTERN AND MIX I o 5" ROCK SALT FINISH CONCRETE PANEL N i C' TRASH CAN PAD WITH 9 X 6 OLD TOWN BORDER " I v 6 CM TUMBLED OLD TOWN PAYERS n J I NEW WOOD SLAT FENCE 36 WIDE RECYCLED BRICK PATH PVC GATE ALONG PROP. LINE • i ON 2" 68 STONE BASE ON 2" SAND BASE 3 ' EUTHEN I C5 TW TW STUD 10 22.6' 2�b' i I 8" CMU STUCCO WALL I ' 1 W/ FOOTING, BRICK CAP L�' LAND ARCHITECTURE AC Ac Ac Ac I COMMUNITY PLANNINt� UNIT UNIT UNIT UN17 i - - - C - w o URBAN DESIGN LIJ - - - 3 - ILJ I "304 246 6219 013'_4" - LAUNDRY I 904 241 $382 fax - ez�'-�" - DINING k�llmore�comeast.net j2ft 1027'-8" FLORIDA I I FLORIDA REG. N0. 1160 LIVING ROOM I GEOR31A REG. NO. 665 24.9' Z TW TW If d 7 7 _ 180' i-i-ITT i y'yy'/' rwYIR.' TW `1 113012L�� 21/6' 028'-2• EXISTING SAND FENCE . ' 220'TW 2000 O DEN/ KITCHEN BREAKFAST OFFICE/ .ROOM 36"' WIDE RECYCLED3RICfC PATH EQ. EQ. EQ. BEDROOM 1 BATH 1 ON .2" SAND SASE, B% SLOPE-T-= V 3 I I H SEAL D all CONI. ,SAND 3 I NEW WOOD SLAT GATE I ON 4 X 4 POSTS, 3' WT. 6" ROCK SALT FINISH CONCRETE PANEL I WITH 9 X 6 OLD TOWN 13ORDER — — _ _ �. .� _ _ .� �. _ — _ _ _ _ . _ _ LU � ' J FVC GATE V I 8UB II WALL Oz - -�_ FILL CELLS W/ CNCRETE 36" WIDE RECYCLED C3RICK PATHNEW WOOD SLAT r-ENCE EXISTING WOOD STAIRWELL AND ACCESS RAMP ON Z" SAND BABE ALC7NG PROP. LINE a" CM BLOCK WALL �, 1 FILL CELLS W/ CONCRETE 1 t� U FAV INCS FLAN / Q 1 SCALE: P I0` (L/ CAI fi O + o • POOL j-- Cli N 1 Cn ------------------------- LU _ + M • I SPA _ _ ----------------- —– ' 1 91.47' TO CCCL LU TW' TW 28.1' ' 027'--2' 27'--3' 0 AG Ac - AC UNIT UNIT UNIT UNIT V D 027--l- AT STREETA ' rj•"r w a W 025'–B'013'-4" 027'-1' LAUNDRY DINING I � LIVING ROOM m z I ElEyATOR l!188 TW1 027'-4' 024'-11' 2$_I' � 28.-2„$ ci 027'-1 N .Q I TW ------•�_. I .w •- iB33 I TW t'j 2),4' 028'-2" ¢ U 1833' TUJ V---1 I 024'–t3' � I a FZZ� SHEET TITLE I N TW TWTW TW I 20.0' 220' 245' 28.1' ? 4, O KITCHEN BREAKFAST J1 413 E 1 Ln rn V i a N N N I OFFICE/ SATH 1 ROOM Cann Coll o (,`' w j BEDRggM 1 1 I 27'-2"0 I I 1 ..A Y INC 2B I GRADING TW TW1 TW II FLAN 1433' 1633' 293$ I TW TW 1433' 1633' 29391 City of Atlantic Beach D D TWPlanning and zoning Department 1633' 1 PRELIMINARY PLAN APPROVAL JUNE 1, 2005 TW � Approval of Site Plans, Conceptual or Preliminary REVISIONS Plans does not constitute approval for the Issuance of permits. Final construction and engineering plans must demonstrate compliance with all applicable local, State and Federal permitting � ra 7' H � r � � � r requirements, � SCALE Y Date: lit _ 101 GRADING FLAN *'- � � ate NORTH SCALE: P 10' SHEET L C 1 9 MR . & MRS . THOMASP F-j TWAY RESIDENCE 1601 BEACH AVENUE _ ATLANTIC BEACH , FLORIDA Ad311 LANDSCAPE IMPROVEMENT+ acl GENERAL CONTRACTOR MORALES CONSTRUCTION PLANS PREPARED BY EUTHENICS STUDIO y LANDSCAPE ARCHITECTURE , URBAN DESIGN 904-246-6219 904-241 - 8382 fax kellmore@comcast.net ai l� of � MAP SHOWING SURVEY OF LOT 1 AND THE SOUTH Y2 OF LOT A TOGETHEF: WITH THE NORTHERLY 10 FEET OF 16th STREET r LYING EAST OF THE SOUTHERLY EXTENSION OF THE EASTERLY LINE OF LOT A, NORTH ATLANTIC BEACH, UNIT 1, AS RECORDED IN PLAT BOOK 13 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COU\ITY, FLORIDA. OCT P 7 `?I (If N i Q U N ZaiLu 1 Q 3 LOT 3 1 ad.: 1 o Q LOT „B„ _ 0 o 1 Uo � z l Q } n 1 co o ► 11 O (36.06') I �� I LOT 2 11 ov 1 o IOZ awl 1 N NORTH 1/2 OF LOT o r � NSI Z r; Irn I ' N . `o Z of Z I o W 1 "p v OPALAI ^T TO CCCL 1<"PAL -n 0 91.47 Un `nc<`ter'•- Z r m Z LOT 1 �2 F < s � O � 0� \��• or Ln q ^^ Cf? m J r CP LA \ m0 z D 0011 OR L31n �, - ► SOUTH 1/2 OF LOT A v, _ - O o 01 N _ D v / 25.1(2)*178AY(3) =rn U► 11P L 10PALAl 8•PA 11•Paur - - —� - OF 16TH STREET •5612» E I -0 O 0 10• 107PALM ' _ S 0 5 I IRON NORTHERLY 10 F TO CCCL FOUND 1/2. ' v Q O 9 PALM 90.09 PIPE (NO CAP) W 204.58 4.68 I >C O 83.21'05» w S 83'21 05 ..� S I �� FOUND 1/2" IRON 95-95 PIPE (NO CAP) N 04'15'36" W I Si X-TF EN TH C 6th) STRE T 10.01 ' LOT 12 NOTES: 1. THIS IS A SPECIAL PURPOSE SURVEY TO LOCATE TREES. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BOUNDARY SHOWN AS PER BOATWRIGHT LAND SURVEYORS, INC.'S DRAWING FILE NUMBER 2001-901 DATED OCTOBER 16, 2001. 4. NO OTHER IMPROVEMENTS WERE LOCATED BY THIS SURVEY. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AND FLOOD ZONE "AO" (DEPTH 2') AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE '1961 SWA1R0A*FWRhQHT, .,'`P.S,M, ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 'E1OA1'(dp `�vtRY02-:and 'MAPPER NO. LS 3295 SURVEYOR AND MAPPER." FLAQt�gC. 1UR'jWIt�G'& MAP_PING BUSINESS No. LB 3672 �•' CHECKED BY.LA FlLE:2004-1470 111 DRAWN BY: JCJ BOATWRIGHT LAND SURVEYORS, inc., 1500 ROBER'rS DRIVE, JACKSONVILLE BEACH, FLORIDA, 241 =8550 _' DATE:OCTOBER 15, 2004 SHEET-1-017-1— XREF=2003-1297