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Mayport Road 1110 i M P S1-localr.�v 5puNc+dW4-f OG A PORTION OF LOT 1 AND 2 AND ALL OF 3,4, AND 5, BLOCK 44 TOGETHER WITH A PORTION OF 1,2,3,4 AND 5, BLOCK 45 AS SHOWN ON PLAT OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PACE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION IN THE NORTHWESTERLY RICHT OF WAY LINE OF MAYPORT ROAD (A 100,00 FOOT RIGHT OF WAY AS NOW ESTABLISHED) AND THE NORTHEASTERLY RIGHT OF' WAY LINE OF WEST 11TH STREET (A 50,00 FOOT RIGHT OF WAY AS NOW ES'T'ABLISHED); THENCE NORTH 69° 33' 52" WEST ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE OF WEST 11TH STREET, A DISTANCE OF 254,85 FEET TO ITS INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT 5, BLOCK 44; THENCE NORTH 20° 28' 58" EAST ALONG SAID NORTHWESTERLY LINE OF LOT 5, BLOCK 44 AND LOT 5, BLOCK 45, A DISTANCE OF 154.00 FEET TO THE SOUTHWESTERLY LINE OF LANDS DESCRIBED IN OF'F'ICIAL RECORDS VOLUME 6578, PACE 1072; THENCE SOUTH 69° 33' 52" EAST ALONG SAID SOUTHWESTERLY LINE, A DISTANCE OF 254.82 FEET TO THE AFOREMENTIONED NORTHWESTERLY RIGHT OF WAY LINE OF MAYPORT ROAD; THENCE SOUTH 20° 28' 35" WEST ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, A DISTANCE OF 154.00 FEET TO T'HF" POINT OF BEGINNING, CONTAINING 0.9009 ACRES MORE OR LESS IN AREA. C�-�'r'•1 t✓I�O t~o� Gt�t�1-ru QY Z 1 G� �r./c\Sla I r_l G. o�rcAr.l ��•�T� t✓��til r`I E.30"�.✓�. W I � PARCEL "A" j LOT'S 1, 2 AND 3, BLOCK 44 TOGETHER WITH LOT 2 AND A PORTION OF LOTS 1 3 AND 3, BLOCK 45 AS SHOWN ON PLAT OF SECTION "H" ATLANTIC BEAC11 AS RECORDED IN PIAT BOOK 18, PACE 34 OF THE CURRENT PUBLIC RECORDS OF 7 DUVAL COUNTY, FLORIDA 13EING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORT'HWESTFULY RICHT OF WAY LINE OF MAYPORT ROAD (A 100,00 FOOT RIGHT OF WAY AS NOW FSTABLISHED) AND j3 THE NORTHEASTERLY RIGHT OF WAY LINE OF WEST 11T11 STREET (A 50,00 FOOT R1G11T OF WAY AS NUW ESTABLISHED); THENCE NORTH 69° 33' 52" WEST ALONG SAID NORTHEASTERLY RIGHT OF WAYLINE OF WEST 11TI1 STREET, A DISTANCE OF 154,85 FEET TO ITS INTERSECTION WITH THE NORTHWESTERLY LINE OF AF'OREMENT'IONED LOT 3, BLOCK 44 AND LOT 3, BLOCK 45; THENCE NORTH 200 ir 28' 58" EAST ALONG SAID NORTHWESTERLY LINES, A DISTANCE OF 154.00 o FEET; THENCE SOUTH 69° 33' 52" EAST, 154.82 FEET 1'0 A POINT LYING ON THE AFOREMENTIONED NOR'THWEST'ERLY RIGHT OF WAY LINE OF MAYPORT ROAD; THENCE SOUTH 20° 28' 35" WEST ALONG SAID NORTHWESTERLY RIGHT OF WAY r.� Is 4.S-z LINE, A DISTANCE OF 154.00 FEET TO THE POINT OF BEGINNING. vv ` ' ► 1 CONTAINING 0,5474 ACRES MORE OR LESS IN AREA. G PARCEL. "B" i TVC 1 LOTS 4 AND 5, BLOCK 44 TOGETHER WITH A PORTION OF 4 AND 5, BLOCK 45 IV AS SHOWN ON PLAT OF' SECTION "H" ATLAN'T'IC BEACH AS RECORDED IN PLAT ' S N lP BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS DUVAL COUNTY, FLORIDA a n BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: v3 COMMENCE AT THE INTERSECTION OF THF. NORTHWESTERLYRIGHT OF WAY LINE 44.._... - __. _ c n OF MAYPORT ROAD (A 100.00 FOOT RIGHT OF WAY AS NOW ESTABLI SHED) AND 4 n/ THE NORT'HEAST'ERLY RICHT OF WAY LINE OF WEST 11T11 STREET' (A 50,00 FODT J 4 mP.tea 4 y RICHT OF WAY AS NOW ESTABLISHED); THENCE NORTH 69° 33' 52" WEST ALONG SAID NORTHEASTERLY RICIIT OF WAY LINE OF WEST 11TT1 STREET, A DISTANCE OF 154.85 FEET TO THE POINT OF BEGINNING' THENCE CONTINUE NORTH 69° � sq"14 � _r 1 33' 52' WEST ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 100.00 FEET a. y (� TO ITS INTERSECTION WITH TILE NORTHWESTERLY LINE OF SAID LOT 5, BLOCK f n 44 AND LOT 5, BLOCK 45; THENCE NORTH 20° 28' 58" EAST ALONG SAID W I N J NORT'HWEST'ERLY LINE, A DISTAIJCE OF 154.00 FEET; THENCE SOUTH 69° 33' 52" EAST, 100.00 FEET TO THE NORTHEASTERLY LINE OF SAID LOT 4, BLOCK 9 (� 44 AND LOT k, BLOCK 45; THENCE SOUTH 200 28' 58" WEST' ALONG SAID NORTHEASTERLY LINE, A DISTANCE OF 154,00 FEET TO THE POINT OF BEGINNING, I.J �I CONTAINING 0,3535 ACRES MORE OR LESS IN AREA. i I I I I cA p o 0 Z N v1 o 10 t` 1 0d}00 aoW G¢ %4 4'/ NoTG— c.. /,.... •- - _ —_ _.. — —.__.._ -—. _._• ....__ - 2.e l P1• L�I`L CaS `G���e 17 O f`� pl RC✓ rJ tea" 33' SZ" �,J Z54. 8S " w d Pblw1`r aF v,7 Z) Pyr C�«J►.1�r.1 C� F �L t' 3 P01 M-T aF COMM�►1CrcM�!]T /� LT bC1�rG� l- G-r�JL �` C 1 F�TI01�1. `� T��G )N/ E-ST ��/ { �4 �� BSC.) IeJNJIQc=-7 A�:�1/ 4 •26 B9 CN.q.vG0 7 S 1/7/e V E3ir r Tn 7 .5 e 5-5 "7- ,e aF 7"QE r•My�Cr gond 6 I HeREBY CERTIFY THAT THE�-L�T-e OWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE C AS SHOWN rue- 'I' F� ¢/` �"�� ON FLOOD INSURANCE RATE MAP ao I 1-014 T�-IE FLORIDA, DATED 4 l S• 8 3 dF ..-J• 1I /STeec-r ALL AMEICAN SUP VEYORS, INC. LAND SURVEYORS - 4220 HOOD ROAD - JACKSONVILLE. FLORIDA. 32217 - 904/266-4155 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY --5 RESPONSIBLE SUPERVISION AND DIRECTION. THAT THERE ARE NO - CONC, MON. ENCROACHMENTS EXCEPT AS SHOWN AND rHA T THE SURVEY SHOWN1- 4 HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SEr FORTH BY THE IRON CDR. FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 472.Q27. �� (SEr WITH CAP FLORIDA. STATUTES /'LB 3B57) AMERICAN —x—FENCE �7 NAMES D. HARRISON. JR„ P. L. S. No. 2647 URVEy�ryrj I1./I"f • O IRON COR. SCALE 1 = N (FOUND) jy) l •,i. [_o , _i 9. ® CROSS cur REGISTERED SURVEYOR, STATE OF FLORIDA OA TE May Zs,1-)81) —8 7 ORDFf7 NO IL Vl,' Ali i ceanwalk 0 I d Also" qW,"k;I Orr F z E I k1f or �.l ,- ;1 00 AXES I _. I IP 0 1 Ist IN cc 11prijohm( CL IIC4It 1 4" at" I w r w _j ol Vt I A WING DOI. U .�ypress I z v I�7_r 1 r-A CA �_IqpIZAI­47 01010FIS I M S HLVA �2 w ;,4\1 (p.40j if ii 11(11*01jo ok A 9R t; PLAZA9 $4 r "` I A ,�*l 04 L Cot4-rq_,ac,T-c7M 'Co ee tpA t(7_ 11 W/R I' MARIN �4 V 1-4 r-6 U-y I ls:,-r 114 a I tA(7 1Z 0 N1 6 M e t4 T,:��. coulflW 0I 0_17 v ct 01 e 17 PO Z 11-161 C-0 0,c ICLUB- A 7r(z1XTI0t4 To 32* 1 1 .;1. C-(T'-( OF ATL-A 14TIC, rJ_,r_-AcW CTAW?A�LVIC,. C,0 r-4 t�­l e CT =.,e(r-v I r-e -T-0 Sy_14;;T1r4(2x 30 MI 0 1, 1, p 9 4", ""I FAA:,.,j - ' 1 0 , ; C,0�44,-( SC, Le je," V-Cf- I SITE 101 1 c 0 I-A 0 rl-C._r T 0 V,'A 16 T 10 c__1 C,201-17 c.A At Ott TOP el­� 11.ZI It4V. G.le�G ARK" I 9 N ATLANTIC 4 C,r:� I ZlZvf 1/4' If,), 01�f�A ly .0 cot,azg-r r�rtr,- 'c,' if-fi-eT- o V e-rL 6-A it)-r I 1�j C-g 1-;,' UTtx,1,v,( e.4,7�,"ro:j L All L" it -ror SL-. 1k.C)o T14q.04-r C-Ac�PT 0-1(0, 1. , I vlfl_61101�11SI77 Vrlee_ %_Z� & F w OT E: 11 1 . I p BEAC H r-%rrvv-F_, fptLot-ceev (:W, fvc, ;,T0(LM P—V-- mile ; _ iE,6 ill D0-rF;%_0w Filre, r-groj�A e, I Aj A CONC. DES144M ly UE S-TRIEMG114 +,COOL LVD. __jj� - Mi ' UAII A 32233 i—AILANI Ll 1)T-- (0 In A4pjkvp4D I CIA A% z ov v -ro C-0 G�Z cp I t4 a-r F_�- Cc T-1 4-.,-r StInp,c cla 0 Fmo v e-T-4 e,rA-ra;, w t-rH 0" j.NNG,go Nut "'R I HALL AD7-)Ac- t4r yOtZc7 --V- V ch A > iD iis LU 0.11 30" .4 2 1/4'*, G -3/4: ��.�p-/- �l. N J!! I I I'vil I % x Indian Out s . V f ALL PEXPOS60 f0t E51 NEPTUNE "I V-S.'rul i � . i.1 0 11111MKII 14, E DA rj Z_ CORMeRS ANO "95 46 IIA '01 EDGES To SIE 14� BEACH 9 4 Ell CHAMFER15D 3/4' 11 hill, i I I!FIVF DIK.% 4 223 ,A Z-x 27, 1/4- AN41.6 VAPU(J.-Ay DO 4LO-r Q) �n - 9 lRokj SEXT fr�p 951- 1 639, AY PILAZA co w Ob eL w 72111-1 71-71 w > z z 0 (D U cc 4- 1 Z"O.C. 5.W. Ocean Futes wiii II BEACH PILAIA U.1 TA !! " - (f) 4 CL lia Al i w cc 13' day I In 12 1 il PtAZA 14 11 V �i il C). -Z 07. PIPE MUST NOT 13E GROUT OK 17T0q-(-1>SD A rL VICINITY MAP is- IAJ CONSTRUCT10m M NEX0 if JOINTS W4EM JOIIQT !", . C0f`­(C,(ZSTe; C7V"I7c�,-rEF_LF_ FaD -C2UIFW RE -0 ol z CA lz.so 11"O.0 5.w. PAVING AND DRAINAGE NOTES Pb I NY (0-130 1 CURB AND GUTTER SIIAI,r, BE 6" STANDARD TYPE UNLESS OTHERWISE NOTED. .. ........ LU A ,?". co 11 A:­� 2. ALL CONCRETE FOR CURB AND GUTTER SHALL BE A MINIMUM OF 3000 Uj P.S. 1 WITH A FIAXIIIUM SLUMP OF 5'. 0 . . ... MIPUIMUM 815ARIMCS LQ eo-0.c. &w 3. THE CONTRACTOR SIIAI,L COORDINATE THE CONSTRUCTI[ON OF PAVING TY CAPACI Zcicio rsr� AND DRAINAGE WIT11 ALL OTIIER CONSTRUCTION. .................. X. --- . ................... LL -1M 4. ALL UNDERGROUND UTILITIES mus,r BE INSTALLED PRIOR TO z L) LL ------- PREPARATION OF SUBGRADE FOR PAVEMENT. -- ------ ... X 2 STORM SEWEB TYPEE INLET 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TBE LOCATION OF 0 .......... MOM EXISTING UTILITIES AND SIIALL EXERCISE CAUTION WIIILE WORKING 0 R , 'RUCTURES 'Alli.) IN AREAS NEAR EXISTING 91 CONTRACTOR SIIALLREPAIR OR PAY FOR ALL DAMAGES MADE TO .................... UTILITIES. TIIE EXISTING STRUCTURES Atli) UTILITIES. 2� 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF .... ....... ATLAwric BEACII STANDARD SPECIFICATiONS. ad 0 TREES, BRUSII AND OTHER MATERIAL, SHALL 139 3 r,-L_r-,vA-r i o t4 c. 0 w 7. DUPNING OF (D CL c 0 H 0;p-r 4 o u F I*L A c7,�7 <1 A FTL-c>?,-� A A2�2u me 0 APPROVED BY All[) COORDINATED WIT11 CITY Of- ATII.ANTIC BEACH FIRE VI?e O(L P_(;>UAL� 9A_rV" -rAV_e�t4 F17-0KA rvL?ff_,1er 0,,( c,L. MARSBALL. z >_ 44 10),9.7 Orl I socpcp ALI, OFF-SITE DISTURBED AREAS SIIALL RECEIVE GRASS, FERTILIZER 94 c A p w w A R E A P_Te�-I 7-10 r-A AV_e�-A AN[) FIULCII. > It. o4 ALI, DEBRIS RESUI,TING PRO" ALL ACTIVITIES SHALL BE DISPOSED o-r-r o&A tF-- L,e-v, C) rp 9. eL-. 0.6)0 �i�;................ ix: 10. ALI, IMPROVEMENTS SII0Wt1 ARE TO 13E WARRAUTED BY THE CONTRACTOR .......... .......... Til E -ROM 1*0 DEVELOPER FOR A PERIOD OF ONE YEAR F DATEOF FINAL cloo"er-T' To S,04�5Ttt4c;q PAYMENT. X., U _:;X 'AIN Al.l. rEptivirs TO . ...... THE CONTRACTOR SHALL OWI COMPLETE INCLUDING RIGIIT-OF-WAY PERMITS. coms,rpucrtou IDER ENTIRE SITE AREAS SHALL BE 12. ALI, UNSUITABLE MATERIALS Ut REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL. X *x, '14" 6 A LV,&W I-L E P 96 W1 'A A ZP'W,&V e ...... 13. THE CONTRACTOR 19 REQUIRED TO M E ET ALI, APPLICABLE REGULATIONS CONCERNING PROJECT SAFETY AND ASSUMPS FULL .................. .................. RESPONSIBILITY FOR SAFETY -XIECT. Ott TNE PR( .......... wso . ......... ... 14. ALLEXCESS WATER SIIALL BE REMOVED FROM EXCAVATIONS BEFORE 4D . ......... PLACING FILL TIJEREIN AIID EXCAVATIONS SHALL BE MAINTAINED K�:; *4, it-OAF I I : `,": go ...... FREE OF WATER ONTIL Fit,[, IS PLACE[) AND COMPACTED. ...... ..... ... ........ SURFACE DRAINAGE ANO/011 RETENTION SIIAIA, BE PROVIDED DURING -OD THE PERIOD OF CONSTRUCTION III SUCH A MANNER TO MEET 15. c _A\_ LM IT so APPLICABLE RFGULATORY REQUIRFMIENTS. WATER DISCIIARGED FROM LU 0 ct"wwwlcn from ka I* hOK" wo ruawfla q1 W4 THE SITE DURING ALL PHASES OF coNsTRUCTion SIIAL1. COMPLY KITII r I!? !, C'ea arxi G'stm ALL REGULATIONS GOVEPNIMG TURBIDITY ANI) WATER QUALITY. U. P& rl End C�wv GU F,(?e (9rz- (If A 4-- c 01� F_ jwft -UM ww F_ 16. STRUCTURAL FILL MATERIAL SHALL BE IMPORTIED FORM A BORROW PIT a *..pm Class APPROVED BY TIIE OWNEP. STRUCTURAL Fit.[. MATERIAL SHALL BE :L= Or OUTVL,OW 0V-,-rAjL 0" 10 Class 1 13 �ft *TIC, TAINING LESS TIIAN T10 NOPLAS INORGANIC GRANULAR SoiL, CON PIN r1T, Aida valm vh*k\Asn"-44 WAN I N c0=1we %domoa S4111110116 4*cwj, sweva.111 PERCENT MATERIAL PASSING THE NO. 200 I`IFSII SIEVE. 4* y / 17. FILL MATERIAL SHALL BE REPI,ACED IN TWELVE INCH (12") LIFTS 73 ��Iv C�is:_74 life AND COMPACTED IN NINETY-EIGwr PERCENT (98)OF MAXIMUM DENSITY I OF THE MODIFIED PROCToit @ f/- 21 OPTIMUM MOisTuRE CONTENT. Crmwaj Fkwe cr N117 Ilk Wor 9 Wag if .75 0 cum MAYPORT ROAD ft Iraft J I_vQ MI, 1 'Ubr= V WwrIc I L—A WTE For de*xl cd 0" Qn. 1411411 DISTAhCE 81TWUN CURIN AND SMWALK 13 GREATER THAN V WHEN C113TANCE XTWEIN CLWB ANO SMEWALX 15 5' CAN LESS Uw Adel 300 A N NMES -7 pp" secis d Ue"le /�Prall1le-FmN at Sdamawk prW1119-800 at SKIllwalz pronw-Ault co *Sm*whw *www" 00waft"I Ue v7 f-- ,A' cuizr3 aL)-T-rSo?_ .,tk Ina" volefft".M OW alled as tvqhwav hwfic r--)c I r-jT t t�j CIV2 ve D F 0 acews fto 1114 00641 dwwk�_ Il fA VP-IA e 0'r 1:�, F"F--- 10 bows fit wtv" C*"- co t_1 Ir 0 U M ket,1�5 Ift" far cless 1 9". Zj Z—. ?o 10 14 PROFIL be y reduclold 0 11-1 C-M e I'r—, f1AN/e V-4 clau Ak Clam I *VT.- T'-*,a Ls-d&&,wk-Tcw as a On-*"-%%rwn 12%tAit-4AC-_*e� V-LoW an pkr% IWVCIW 013A 51 an PWFI Sbm call bo adp4wd w*-* esk" %ko Mw ft MMM cQ 02 ll/If h" III **WON wagers'll W4 1 0 1 W" 02 IWO of W" 02 fl/11 am Ia bi karmoarmcl v cwP4 04 IVII 08 IWO I. G4 tvfl MM 0111 ftAl ckhm ts- "Alloc" 0000�lv t jwd 7=-z- 46*h" 0 0 C-7" T�4 T �Lffb Skzo fma gwtw t* me kwcrA cd IL *M SO C2A -(6, A Y I M 0 0 In" 90 "dopok Ogle" bwA ia W-0 ro*." q4"mAL- PW4 91 F*Xb M%d 9wrler, DRAWING NO. r-CAIX11111I.— abroo me 'hwi.We C40 a wethas oAft wd mji*w. no SECTIQN 'A-4 SFECTION '13-13' Ll .1 � guoucil Go 94 ec"NIF '11141.16 , ­­ , ­­ ­ ",r. 4o 435'7o OF �-AAX - -F- ObQ) *%" was Iwo -0 11 OF L 1-b, w*02w. *hWaw wm tkw bo Od �iwm ..&% h� Awd w �r 10 -w W1.4- I U i TYPE A CURB PAVEMENT SECTION FDOT STANDARD DRIVEWAY CONNECTION DETAL Jwit I l4l.AABOq ,`,"k.,N+lurrt Mwnw�a t+ "r;4K5; ES yy AK tfl'� rl:. Fy l t ,r • k t'iGt+ ,` .'�' '� Must IN 1.41111141 I n t • f 4Vt I,AnnWGDA •'�. �.f„"yt.I>♦+ r �a L�ypreS$ [N {1D~' y 1 Mi"r,gnr A w IN AM A SELVA i IrAttga,rnnnair ZW rIAIA* �I S I� + ff �tt�w+^• q•I MARiHAlAb q 32 1 , rat 1 w � 41 Z � �ttuu1-�� r+t .;t w ,) 'K, SIVE 4t{A"YtIr I,Pk P,u A . t1 1 "7, /1 aM LY r3 HSt. .r Pt 11Ar,P IA I O" rSJA(� y t� , -11iR 141 t:# s� �/t q _ r., :otMATLANTIC •tr� AZ41 :i,,•P.r�ii. ptA p�i t HSApa / 1 r. - r 4 PSn++•+ .- 0 It 0 trC 'r. � - ��r) I�41T ,�",r (�(� 9t R (�"s+ N_S ,l,q,�r•i Ti ' _' + � 1 51µ SI � 1 BEACH I)b I rrJ/1 t� u LYpr ,`�q I Arr La .. .f,, ��. SI r A inY _�ii4kw p �'J ,� 4t • 32233 ~o All NI BI �rtt�AltPik ". V _Y, ��cl �• 4Hnr i ANcI r N�,� • �t Q 1)Cpti r• ° i,wrsPn $ - •'+' «jN„t 1 HAIL >✓ ; •I`4sp-1 •�y N: t• i ylq r,l �vt � r � ic,r !,,•,r 4r:ij �1" ,M k: pA1�...(� •t r,, • q Pn r S1 . ." ' ,,,,, NEPTUNE i�}r+i,•Ira M11fIR II)A� RI _1t•+ BEACH '-' Yr.FM�lri',t� pftc74r .p `.t%�.(y{'� a "• a• to -Y - f• ''•, �I Y(t 1{' 1 1y r� .Il��irr '1 4 ' IN1```YI.•.r•th 4.1 �`"i / IFI ~ya 27,: 0 AA!,JR,f ' cel �al�)af �i I�r . r ••.,. A. a! ,I s rAftk I I) .).! ft n6A,rt AY ire j � "+_1 6 q V" ?;r ��, t,:. ;' is r 1a,11F.3 r.�}IAI+t)AY rt AIA f y. ,,,,I.i �. Nays ,�,'..'; ►, rlrt=� .,:; . { lRl cii rt AIA (� N ! UCE�ft f(11CS1 R , 41, ' r !`•,.'r r�� M�jnR t A \v Jay ' ., w•1:' �n t1 1 ora (t •. i h 7 ! A,laittotrl a' r ��./.'t .. *1h $Q rl AIA �. ACUc�M R.av �� _ r.� VICINITY MAP f�T�E-•►`nom P`-� _ ,f � a I+� ' �•�, �.� � � � � r i D:p-y tyG ARBA f r � 1 1 .'�} �,'• f .(' 'ronin,!,FY r _ A `, ., _ .. _ ��.: L-�CJ�G 1'.�+ C+ �{�!��1`r'•���i� 1"-�•�a� N a t , n 4p t` • * 21, y,Y .I. ..3Y T, • . _ 1 • 32 -& a� ^err► ] �. .� w. . / dl a _ r:., !ate.- .,...�,L3': s._,.,+r.. '- ,. A,:-. .•. N;.�..7,rrr. i.+.. clq 41 Ji za �r t. 'r .5 .1: . o V, Ilea t ,�4��pit L:F-,Als-rlwG LIGW �dL It IN t•. ClTy OF ATL4NTIC .,. . / U"')ING ;aur.►vRUED sr oFFrc �ru�r: • S i t e P l a n , 11 _ 201 - off AFPR V � Cny 11LAIC 9CAC� �IJti. lNo OFFICE SEP I Z X89 • � A , J. Do CLAS SNEAO. JRi, A.I.A. A R.C:.H I TE C T . P . A., Car Wash for 180 ALTUNAV&NEM Jame s Jaffa S .It -Aq ' 1 CA7 II V 1 I�, vi� 2 15'-211 3 I�-�'' 4 ►� '-�'� 14t f� !�'' `�1 Ali $ l2ii -5 C-0 1G , LA WiT4 679b xldjia W� 4 • 6 u �D M�A G T"p2, !��l.l• r I I 14t-8 11 pN 2'-(O{1 X2, ,cg C- ATG. Tye' @ a r-L) Vs 11 SA F J4WI'+ 6 -411 NA — �- i• _ 0- u p�zDl , �4a I N� Q I _.......t W m I:,'' mull t:'Ol� t 7t0H Wd(,L vel I _ 2� cu co + �r�+ I ,I _ _� 41 _-r i �. �-- � � ( -r I fi— I W a a ! - I Re >5 T-41 Z A I -� I - i �I I I I '► I i I 15a bV T, r I I I I I s I I w • I D r CA U rp lb T1014 NA,�, I� , ► - I �` i - ' I ��I � :_ i , ►a,1 xzo� �o►� ,�r�r�. �( 2�� ��I � I I I Q Q ING» 2 '' X$2'' MLP O 1.1�-• c#of d 'i� Ou 2,,C11 x �'-Cn'' G�� TC-�� I _ - - w �I * f •c�i1� � � µr � ( _. 4�, �r<, ca��{ �dg o�! Ga�4t'°dL Ll I I Q z 2'-6� I�'-21' I ill_ f91' 2.► 0'W I,,1_ 2 I I�-1--p7'' , I(v►_(�' Cy" 13'-+fin I r f N Ya.�Lju� PAW - rSIt PArb1L _ o Iry 1 ` ') , 1_0 t�Qt� tot- all � � c m 14 CL 110 112 Ix Fou ndatio*n' Plan 111 `-.411 -:T 4�2_07 i¢ g I� -Csr f$ ""ren Iz►� _ �� MAW - o CID F-OUW17 c, ► , q. ' it ,Q 3 _i 1 3 r r sp b� 51ldV1N , i • OB Q © IN ' 4 Q GG►1Gr-� T� 41 0 N,&Lv, - 2 S I I S J� / 'IP x 3 2 160 SQL, P I P P ep { ! !0 a - _S ,I t_lig 12�t I II 12�I II- II 3'-p' 0 10 Ln 2,11. o S I I I 1 11 T� r�\ I w ° Floor Plan 1/8 1 ' - o „ - � Floor Plan — Equipment Boom Ii2" •1 . 011 o I � � D a y� - V AV 1 1 SSE SLP , PL F[(� �4 /1 Irl ,1 I l J 1 C Toi PUKtl.1Nca i N �r • / _.._.__ I ' I � � t G t pU 12S.ih�-.. .�_ �.. - --__-_�_-- t�i� �r1 ���f�`��•I''-`., ' / ..-_._......-.�... -w.-. ..._.-.—_...�_��. ' 7c��ars�n�`�"�r�*�:���s�'r+t--�-_a.'.. _ J.'. ..,._..-�. .._ _ �'. _._.-._.. •..---_.,-- - --- --- ��-=.�-.��.�........'"�-""� 'i: '- , �w• w•-___., _.y�� � � � y I • t.+ /q' �a � � f ��. 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G(1NG• t2�V�h L. �'�` ik�'T�r7-...,_ _ �d l.�l ►hJA L'- Gti� -•-�.-_ �'d I�,.1'f tib `�_ �,d�.v• WALL c►F , pA lN�.b _ ro �'�= tri �- 18 X I$ �1t, ..AM M &tluy- C�6 P t, , pe I N Q 64 IL MT.,, ��aM ���I� � '4 . puR.,t.! ►� y . 0"64KL 4o I-a6 w11 Co X Ca X 16116 `- 4,, ,}� �''d'' ifa u . L } I'1 INT ,• ► i � - - •---- � ►' DI�d1' Dov�>u� Cr4 r - i �•—`._.'- 6 L.• �41J C�� C•,Iib 4E `i�� � ! 411 0 10-T::�' rk,Ii-V9 6Id .. Section B '0 $ - f • F . , J E ir . , • �INp. I�NG- covLFR, MTi1 LIr-T1� FzIII.Y. � Tr Q } _ --'©u 4'I� 0 0 0 0ro I2�ii •tF ° JLL G c G N Q Q m G Cl _ u Q V , U O To P��, L Det. of send grease trap �u N _ i N(:�• 4 Iz 5.A-- IrpQP G&L TAN IL � I,r `r"�� ' �� v ❑ � c9 Qcc LU a n z LL .� (i it Q :3 ! I�oo(D '�aL �d�aI�s✓d � U r� ray . v. . l.oce. L r.� J a -l-aa pd w Fs L I I Ia.4- �. r�b > l.� KZ A�za<� 11 0 rte r�'A t-i�L " *. ' J1 LU Al 0 r - �' i Gb t� IV ; . xis -'C'�.�4P a A W �, A �' t✓I�U.� Pd(..� 20' �-ICS�+r Po�� '. � Layou Electrical Plan lis�� Plumbing y Ise - I lighting fixture schedule general note general no ; a I Alli. �-wlr,L.. N o kK gel&U, C6 N�4gN� -t� E I-d �T" all, �t-� t3 I u G , !�a-ru L c3�ca �.0 r-ta!2f PI pl t�G� �►�a I�.l. (� }2►� ll�la l n _M15- T L. L �[" c_ob�s 4 &LL LOCAL. c�N pe12Ni -rb -r�+� L ST' t ����ohl oar �0 0W VO�aW r•; L- UMIrMM Pl-4JM>bIs.Jc• caaa aLl. L ,�rtdr c �b� aL 44LI� !�5 �° 4r /WALL .HPUNTvp �a1���, � uLA"ttat`I,S 0� oixvIQa ►�.�cp � MaY A�-� 1, ` 2. bL�. uf.�p� U►�p oa u tl ?� cbpvui-r �4+,&LL IA&r- I U in OT/ Mir ►�I n Gobi vU i-r' �- rVG l�40I 5 p�MI T"f� � Gam �� L. 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