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SGN2002-00806 (2)
SGN2002-00806 21311 US HIGHWAY 19 N DREW/19 SHOPPING CENTER PLANNER OF RECORD: NOT ENTERED ATLAS # 291A ZONING: C LAND USE: CG RECEIVED: 08/02/2002 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT: DRC CDB: CLWCoverSheet f ICLEANERS TYPICAL LETTER DETAlI SIGN: 2.0 X 13.0 16.0 S E FEETE FEET ,~(~ / CODE; HEIGHT X LENGTH X 6% = UARE FEET ALLOWED 20.333 X 25.00= 498.15 X .06 30.5 TOTAL SQUARE 'FEET ALLOWED 8Y CODE n ;~ r~ ; I i I I ~~~' ~ 3 2i~2 ~, ~U~,~ -~, ~. __~v~s~ - CL MATERIAL DESCRIPTION Mt pLUMINUMRETURNSRND BACKS, FINISH TO BE !BLACK. (INSIDE OF LETTERS TO BE WHITE. M2 1"BLACK TRIM-CAP. M3 1/B" RED PLEX FACES. M4 15 MM CLEAR AED NEON. M5 DOUBLE BACK ELEf.TRODES WITH U.L. APPR- OVEDELECTRODE BOOTS AND 15000 VOLT GTO WIRE. M6 STANDARDTUBESUPPORTS. Ml 1/4"WEEP HOLES AS REQUIRED. M8 MOUNTING HARDWARE (TYPE DEPENDS ON WALL CONSTRUCTION(. M9 1/T Fl!EX CONDUIT. M10 30 M.A. NORMAL POWER FACTOR TRANS- FORMERSIGAOUND FAULTPAOTECTED AND 2161 U.l. APPR04F.DI. M11 20 AMP. DISCONNECT SWITCH. Mil PRIMARY ELECTRICAllEAOS. M13 METAL TRANSFORMER BOXES. URGENT • kTiN: EIECTRICUINS CIRCUITS REQUIRED NEWUE2161DEP.516RTRANSFDRMER TO BE REDUIREINA1AlECIRCURSAIDSTRAVE DETERMINED ® DEDICATED ND~ NEDERAL 6RDUND (120 VOLT( REQUIRED TERNn1ATINR AT PARFL tnDRS:DAUaacoR-1.laaualoaE LJ-V L'J-V L.7-U LJ ~ r~ ~ _ ~ ~ 10~ 4 ~ 3.0.50 SCI. FT. ~. ~, ~s~~ t= ALLOWED qtr 30 50 SQ FT ~: ~ ~ ~ALLOyVED ~ 0:50 SOT: l`LOWED; TOP 0 F PARAPET - ,~ - t =~ _ I__.SIGN__ ~ `., SIGI!J___:j ~ _._ SIGN _ i NI m . ~~r c ~~~ z a ~ 1 -!~W ~ LETTER ELEUATlON ~ SCALE: i/16"=1'•0" ~~ o~ ~© ~W ~f~nn ~Y ~~ M ~ ~~ ~~ C: of a; I± ~ ~r ~; ~. 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ALLI~YIfI=I~ ~ ~_ _ -ALLOIh~E~ _ `:t~4YE(~--~~_ - 2~,_Br~ ~ ~ ~r ~,. - ~ `~TYR: `-~„_ ~ _ ~,211~4~ . ~ . ' ~, --. -- '' ~_~ ~L a~~ ~ ~ zooz , PLAi~;~, ~°~ ~__, _ _ ,: __ . = ~, __ L€~r€~ €~€v~ar~on~ ~1~~ i i V~ C {~.~ ~a ~E Y ~~ ~R ~v ~- 3 ~~ ~~ ~ Ids ~~ ~~ ~ ~ J •~~ ~~ ~' ~~~ ~~ ..~ Q +~ .~T 7 r- ~. ~' ~I:HLt: IN:I:S: BEGIN BRIDE FFBW END BENT ( STA. IDOL+8224 BEGIN 50:1 TAPER STA. 1000+39J9 $ SURVEY US 19 END SOJ TAPER STA. 1001+39 J9 _ ~ SURVEY US 19 ~ FPONTAGE ROAD 'BB'& PGC Silt[ [NYQ4 PN[If 0 NOTE: ALL STATIO ARE TO ~ ~pENOTES LOCATION OF SOIL BORING. P, ~ 3 Fla. BRIDGE UNO. DETAILS, SEE 'REPORT OF CORE BORLi'GS', ' ROIiD 4AA END FRONTAGE ROAD "BB' SHEET B-6. `` 1~~- STA. 104+0420 ~ FRONTAGE ROAD BB' _ ~+ BEGIN 50J TAPER FERN - RETAINING WALL 3 STA. 28+7024 >~ SU~4VEY DREW ST. ,~ DENOTE-5 (NTERSECTfON ANGLE FRO~r ~ STA. 1010+96.22 STA. !~(+9123 - $ SURVEY CREW STREET TO @ SUk4'fY US 19. ~ SURVEY US 19 BEGIN FRONTAGE ROAD 'B' ~ PIER 2 ~ , @ ~ , ~ STA. !04+04.53 @ FRONTAGE RGAD '8'= END 50:1 TAPER ~ ~ 8 '~' STA. 28+70.24 $ SURVEY DREW ST. +~ FRCNTAGE R0.4D 'B' STA.1011+%22 STA.1002+88.74 I ~ \ &PGL (CURVE '8-T - ~ SURVEY US 19 r I ~' j ` --- - -- -- - -- - -- - ,1 ~--_- ~.~: ~ i74 r05 106 p 107 108 ~-. -. -. -. - NO !N Ir2 NOr03'38'E ~ tl NOP54'S0'E ~ PC STA. 109+90.71 d 90' ~3'2•i' [ 89' 25'24' @a ~ , DRAINAGE SCUPPER 0' ~~\`\~~ ~N~,~w~ ~ b i (TYP. SEE TABLE) \~'\~ \\ 11 P _ ~ R \\\\villl I I,~ p ~ t ~ ~ ,U, r ~ US19-2 e U519-5 0 BEGIN APPROACH SCAB I STA. IOGI+61,09 TL UGH STA. 1000+70 --{ B-3 rPMVC ~~ I Ivi ~, PMVC ~ ,~ 1 ' ,, ,, ' J' ~ ., 'Y \ 8R(QGE I NO.150226 +~ '~ M P VC ~ ; ' , .~+~ - - ---------------- . - - ; ~ , - -- ---- ~ - - 2 ~ ° _ -- -'_---- --------- -------- w - ° a ~ - ___.___ -~ BRIDE ~ UGHT POLE r,' , , ' , ~ ,. ~ ~ .` I ,; , y I , ~ '16'3 ' l~ ' ' ; ---------•--- ,;% ! ..------ , TION OF ' ' ' ~ ~ ~ POND 4C ~ a « y &PGL STA. 1010+50~ ; r -- ----- ---- , , , ~ ; END ~ BRIDGE ~ SU~4VEY ' ;; . ~~ o .I I. :89 6 > ~ ,~ I r ~ D ~ ;; , ; DIREC ;~ ,' ~ o < bl _______-- --- - a « -- _____- - 7700'00' (%' STA. 1010+%24 U$ f9 &PGL '; o ~~ ~ ;1002 ;~ ~~~(003 ~ `~ ~00~ '' A' I 5 ;, ~ -------K~17--.---N ;1006 -- - ~ ~~ ~ 1008 ~'' 1~ ®~ I I // ;\N~s7'n'E ~, BI-3 ' ' ~ ii ~ '~ ; I ; ei-4 ' ' ~ ', ~ , ' ' f I b ~ '; Bl-2 ~ I HT POLE. ' ° ' ~~ iE ~ S4 3;~05 8 '+ {'' 1'„ ~ ~ . ; ;, ~ , '• ' ' ~ ~ PIER 4 STA 1006*%.74 G „ ~ L '' ° ~ Sra.l0o3 15 I ~ + ` 1 ~' __-___ , ~~i~"-~ .UGHT POLE _-- _-- , ~ . ~E LIGHT POLE '------ / ~ 1 ~ , '. STA;1005+60 ~~ 1 STA. 1008+OS--I r ~ ~ ~ ~ W >+ BEGIN TE BR10GE ~ ? ~ ~ I~ i a9 STA.100E+39.24 ~ ~ °• ,M~~ l ~ 88'59'33' I 90'51'39' rOr 102 103 04' - .NOr03'38'E.1.-.- ~ .-.-.J...-•-T••------'-----•-- ~ .-.-. - -- ------------- ----------------- 1----~ I Iw'-s' ~ PROPOSED R/W ~ FRONTAGE \•~ ~ (= ROAD 'AA'& PGL ~~ I I ENO 50:1 TAPER •~ a a ~ ~~+ '-~ ~' STA.lOOr+39.30 -~~ a I @ SURVEY US /9 P! STA. (004+05.84 ~ SURVEY U$ 19 ~L~-j M I-' @ SURVEY BEGIN 50:1 TAPER ~ = 00'OB'48'LT. DREW ST. STA. 1000+3930 PI STA. 30+60.00 ~ SURVEY DREW ST. $ SURVEY US 19 ~ = 00' n'03' LT. ~F~.F_Yi'3itD'r A7 ftT~ ©F L~2€~G~ 31~2Y~(~~L ~r134~E-. DRAINAGE SCUPPER LG'CATlONS STATION OFFSET STA, 1006+82J0 51'-O'R1GHT STA. 1007+1138 57'-O'LEFT STA. f008+86J0 57'-O'RIGHT STA.1009+1538 57'-0' LEFT 106'-6' RETAINING WALL 3 FFBN END SPAN 1 BENT I (DJ51 '~~(p~ '~ 7o i ~ ~ 5D E 19- '~ 36'G DRILLED SHAFTS - ~' `O ~ (TYP. AT END BENTSI ----;! io ~ $1 EL~VA ~ (ppJS 42'm DRILLED SHAFTS (TYP. AT PIER FOOTINGSI- 204'-0' SPAN 2 ~ PIER 2 ~2, 36 '~ vARIES . . ~5 N00'S4'S0'E- 1016•-•----- --- -- -- ----- -~-- PROPOSED R/W ~ PIER 3 STA. 1004+92.74 END FRONTAGE ROAD 'AA' 5TA.104+08J2 ~ FRONTAGE ROAD 'AA'= ~STA.31+29.77 ~ SURVEY CREW ST. BEGIN FRONTAGE ROAD 'A' STA. 104+07.79 @ FRONTAGE ROAD 'A'= STA, 31+29.76 @ SURVEY DRE'N ST. PLAN >~~_ U519 1 `~ !0~ (TYPJ 1010 l; ~; 1 " 0519-3 VVriT ; ; ; ' Scone of ~~; Pt PIER 5 rly pY~/T ; ,' ,~---- STA _1009+00.74 ; / 1 i SLAB 2 107 !08 109 .L.-.-.---'--~- --.'- ' .- .J. STA:1C6+82.51 ~ FRONTAGE ROAD 'A' AND PGL (CURVE 'A-I'1 BEGIN ~ ACCESS ROAD B' STA. 9+2352 = ~ FRONTAGE ROAD 'A' STA. 109+2352 PT. STA. IIO+19.16 Iro .1. .-.- ` - N02lI'13'E 1 N06'00'00'E e ti Q1 J .,I n a4 fFRW -BETA STA. !010+442 TRAFFIC DATA ROADWAY ADT YEAR J995 ADT YEAR 2015 DESIGN SPEED % TRUCKS U$ 19 (SBl 3!,477 37.521 60 MPH 4 US !9 (NBI 3!,477 37,527 60 MPH 4 DREW STREET 22J00 20,952 45 MPH 5 FRONTAGE RD. 'BB' 18,712 2(,382 45 MPH 4 FRONTAGE RD. 'B' !6,807 20,952 45 MPH 4 FRONTAGE RD: 'AA' !8.712 21,382 45 MPN 4 FRONTAGE RD. 'A' !6,807 20,952 45 MPN 4 871'-O'fOVERALL LENGTH OF BRIDGE! (5 SPAN CONTINUOUS DECK UNIT) 204'-0' SPAN 3 --- ~ PIER / ~ 0' O vr< ;~ I ~ N~ PGL-''I ~-~ SURVEY DREW STREEr 204`-0' SPAN 4 ~ PIER 4 ~ ~`$, S~ F DHW EL 23.2 PR(1FOSED POND B;,Trq.M~ EL.14A ELEVarrON ~'~~ , i, 5. ~ ,; ~ - - I' APPROXJMATE +~ APPROXIMATE ~~ FINAL GRADE /' EX75TlNG GROUND , _ EL ~ VR ~f OArS BRrDGE N0. X50226 ~ v ~ u REVISIONS names Onto ENGINEER OF RECORD: LOGO: }EEdl: /. "3e~= ~ •` FLORIDA DEPARTMErr70F TRANSPORTATION vt[r ml[: - PLAN AHD ELEVATIOR ~Ji ~Orc.irp rac Dore ar 0axr~l~ar, oo,e ar esa«mr~a„ Oro.n o. JLS !0/00 uRS caE¢aER wooowARn a.me Y ~ (, L ~ m~k~a or MCM 10/00 PA BO% A616 7650 WFS[' ~ STRUCTURES DESIGN OFFICE BRIDGE N0. !50226 I ~ I ~ ( ' ~ n ~ Des~yrea or 'MCM IO/DD OW7RTNEY CAMPBELL CAVSEwAY URS&relnerWoodxardClyde F; ~0 ~ cantr rH:.+ce> ~<tr o ~ - °`°"" ""` ~'`HS" croaked or SLM 10/00 TAMPA. FIARmA SN07-N62 ~ ~ Z P S 256 US /9 OVER DREW STREET lnDro+ea or M.C. MGDCNO(JGH Na 0000000: SR 55 INELLA 957-t-52-01 e•\b id \ I~ i r des us19\sectlon4\drew street\DaoetlrOLCan~1( 03/28/0! r221:5r PN 1 ~i ~-.-~.. - 4LCnra „- c!i //~~ ~~~ 152'-6' /~ ~~ I`ll 112 1 PC STA. !(+g3,ls $ ACCESS ROAD 'B' CURVE 'ACCB-fB'J END 50J TAPER STA, 1011+%26 @ SURVEY US !9 BEGIN 50:! TAPER STA. lOIO+%26 @ SURVEY US 19 1 END BRIDGE FFB'W END BENT 6 STA. 1010+53258 ASURED - ~ PIER 5 FFBW END ~Q if BENT 6 (OJ51 /:.sd. /~~~I6?# RET F E ~~ C . .:. 'rim "s4 1 rz-" _. L - xt•-mo. 'R r ~:.. , _ j\ # } ~~ ~ . ; i .7. w~. f. Lk~'{ ~<wr 2i x4.:::~ ,:'~:: :. ,:... ,: • , . .~. ..:. ... . ~ .. - J. ~E`~F' :4 ~~ `~""~ r`~~ r~ °`.,,_ xa;~~ ~- fa-a _.....-_ 'na ~ :xa~ ~i -~ -na ~r .x-o'•~~ ?i 4y St C a~ ` r; F ~ i r co I : fE~ a• vrxfn ` xs, s •ti x'b ~'~ - 6-III' R f P-1 b ~ ~~F ~~ .Y I I I, _ ~"' 0~ ~K:. S HEST''BUY~CO: 'T~ voila t~. ' ~ ~r°° A °`~•~t~ ~ ° Y~ ~ ~ I I b ~ ' / ' r I : I 7075.. 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CF QV: MiIL - /P',., _ ~ 5.. - }.r :. ?i. :~,r.:. ..v.,1e «,. iAn ...... .,,. .. ._. .. ~ .~~~ ~Yatt'earftfta ~~ - - Ys i ~~~ t~IOiNl;~ ' ? DET41k:®,G01+1TROL JOINT..::,, ., .• „i~pTAIL ®'CONTROL JOINT- .~ :: .; : - ` ~, TIGKE? MOUNTING'DETAIL :.~'BLOCICING'EL6yATI0N ®tUEDg'a6 ~FT' • -~. .: .: -.•.'i... '~`'°I ~ - ,, ,..... ,. ...<... ,. ~ c., qr. ra... .~ . - ~ 4C~ .. Vr'- Y R ,~k ~'I'~.ta. rp ~n. Y~...' :..wa. < ?.,:~~,..~.;:;i,~ i~t;-;xa'~:.~= a,fiv~.__ .~k.~; _ .;ffibz 1, a ..s~.' 1 f..: ...u:r.> 3~•*M`-` ::.. >.,..~.. .. ;:yv.~ ~s~+ka., , I aaaz~z~ 3 az m m 0 < ¢ $ranoN 36«SO.D1 ~ % u Q suRVEr DREW sr. °a " A$ 9/0WN ON DREW $i. O N > e: ~ ~'a° ¢ EAST PLANS PREPARED , ~ ~ 0• 50' 100 o rc ° ° a ,~¢a ^ RY UR$ GREINER WOODWARO o ~ ~ i 4 a " z FOR FDO7 ~ ~ SCALE: I' . 50' ~ i ° ° 0 F o PROJECT 256957-I-52-01 i e ~ a ; a 81EET N0. 24 < b d M i i~ u LWISiRUCi RFIOCAIEO ER~AMT ; o ~ - < O W EIa9raC E)Ai 6 RAYMKi e a~" " W W nla rnR FunKa Access Rove ': d ~ = m '^ DREW STREET WiREw°R,K(9EErp0rAESaRw+9Fw°.=191 5e~==~ g (' ~°, w~l - I- - ~- - ^ - - _T- - r 1 r.ae ,-._-~ .,~ n~. ,~ .fir m ~. __- _._ I r~ off. - T J n ~' S- " ._h - -- _ - I _ --- .. .-Im~ xar _ .. ~ .•~ _... ~` OAK " - - z i ~,~ ~> .. --, - m ~ 25 EKISi DACES i : OA e ^ z NNRE PROPOSER /~,1 " / k --~ L- _ ~ ~ 1'y.-.- i - ~ re-+, ~Rle, ~ a OVERPASS NONUNEN -= - ---'-' ~ ~ p ~ SIGN SEE MCN. // If., 5~' ~ 5 3 - ° yl __ ~__ m '/ + M ~ V I I I I i i I ~~ ~ I I <°I ~ IRK N tN-~m O OI 2 'Pp /~ m 0''s Q I vl Fi PINIS POR OEiAllS /// ,< ( ~ ~ I ,ryo ~ _ - - {-- si ~NRBEOR f~LVYE ro M.Er lf„~ /. ~ ~ +~/ ~ : ~I` II Q a O ir1 ~ a .=w-~cn9 ~~r I a°m, RLiau¢ uar REY01f aRmtw roP Avo ~ ~pI( ~ g m ~ 3 a k ~ ^ ~~ ~~ ~ '~' / ~ / ~6„ o _ e FNE W wsivNUrar unrd Nae "' cawslmxr xEw rw Iq II A° / `~ ~ +~- a -{-.. «+i .. m V b RI,N~ m f ` ~d II / I ' 61 i • ° B °a'. ~ ~ . ~ A~ovr auras ~ / P / ' ~~ ~1 _ 10~ gS ~q6 °~ r II / I /i ~, 1C" h. FAw. P4vEwdr ~ R / ~ snit Aetudr CS AK 9F"- ° ~ z ~, I / ~ r w5ru1 xEwIwDFA EXISTING ` m ~g ~9 I I // ~I Ilt ~ ~ ~~ .A t! ~ ~ A • ~ ai0 / ~ ~ / 1 4 5 U ~ ~ 11 /~ ~ ] 1- ~ . `~ I aEUOVE NRe RE404f NRV E7(ISTING a rOOG w 6° II 9 ~;) ~~ '. '~' 1 ~ . ~ ~, ~z RrsrNL P4vr. nsrw, RAVr. AREA TO SE ~ I m - b a h B v ,1 I r y a~ °ct6RUP eREwame REMODELED bF I ~~? a'~~o II II I ~~ I' mGm saa x, n ~' ~ ~, ~ 7,232 SF 1` . 5- o~ ^ II II ~~ r ~ ENwrOrteva I ' ~~ ~ cauFlananDN I aa~g 6a~` I `« ~.. ;.... I I~ l /~ 1'3 ~® NAY VARY .~~y2 EIAST. P6RCEl@17/79/16/OOOOD/IIO/a~m0 ~3°a °<$~ LL I ~ ~ , ..,. O xan SPACES I awER: m.la a Fun2° Ca°eNee ~ s ~ s m I II ~ 9 \. ~ ~ I °ghdl oe..~l ~~ e/e Rae-°-te"e W c `~ $ 3" ~ ~ 1972 wnippN Na Mi I II li ~ ~0.o~ casmucr REw IaArms 21,716 SF I II I .:. sa Nz RA c.:... ~.. ~ m ~ uwr aqE. ~ ~I~ un wEAOFn aRa ~ ~ Lk/ _ I ~ C°nla+, pr 44NS A 8 E® = q Ian Ixriu rafr'iaioER aura "°"' "~ ~ L o ~ ~ TO BE LEFT r law OseA a ? ..~..q II I ' ~:,.,:.j.. ~ ~ ~, b /J 48,109 SF VACANT t wwvsm, ! ~ I II I ~ ~'°~ Y " PA . I / / / / ~ sENO~ , III o °e ~ ~I ~ ~ ' p'®AAY~vA4Y11ENTM^d l ~I ~ 327 SPACES REMAIMNC ~ ~ Q I~~ ` q = I Sr7 IND RF$NPF A9 Ww I ` \ ~ 3 _ r- - - _ ,1 q yj m Q II of I ~ w.T ~34s CES 7tEN 116. ~ .l. ~ r1 `111 \\ ` I c = C W : i I ~ ~ I rn I $ `c " ~ I II _ I /' i 'll ~ « ~ sFL PARTJaNr <I.1 i ~ w~ ` ~; d $ E 3 WNI I III E'.In ~' ~ /{I ?n/ / / / / J I x s ~ i, U CW 3b~g Q' ~ ji IjS~cl ~ CpRSrROCTr,eklaxlos l~ ~/ ~/~~~ TI EXISTING { J nm dS$°,'t f" a II I Avis awEn ro' * / p_ -,~' D~ N i; II~OX( I ~ ~ ~ ~ ~~ ROOMS I' ~' ~¢ ~` F ~I ~ W a PROPDSEO ~ ~ ~ ~ .:~',~~ ,' ..~, iN0.m ~~~. r~ ~ ~, TO GO- :; 3 ~~ RELOCATED I II I : a wr. ~~. ruNN wine' ~ ~ ~ ~ ~ MONUMENT I II ~ ~ ~ a ~ 1 0 ORA CE PER ~ a~iuPSWR I 0 ~ U `m SIGN I II' W ~ ~ a f ~ Cltt O~{F G£ARWATER doosr --I ~ '~. s ~ •I I ''~ t; ( 1~ (`~ (~--~ ; ~`J ~,fe ~~/11'.J L"~ ~~1 aN W e _ ~ /~ 56,600 SF sEC oar ~ ~ m 0 3 H 1~ ------------- 1 - I (\ ,'. II W I I i REw aKros TAIL. a~wi0ir ^ ~sseuK >tow~RwP3 aos~swux ~omvuA ^•9 I I ~ ~ ; waovY Emswc I I - ws Awva coRSmua Row R4N i ~~ 2 E DARE mwErna ' i , ~ . ~.. ~ ., ~ .•,y;.,.., ~ r. • : a ~~ ~ i As slow. I .~ ` ~ ., s "k , . "_ ~ :ALS~t ~`7~ • s" 6 i _ - I I II Inm II q I EXISTING I 9vvn911 P°••"•°t o I II a. I RETAIL IENANi PARCEL EXISTING -_ Z u I tl I i TO DE 180.85' TO REMAIN ~, 1------------------------ -- ,,J AJ wmES 0 ` 5 I E%PANDED TO ------------ -.-_-~ ~s II m,vao eF PRwOSao ~- _ " _ - _ -' -- `- - ~ - - -'- -_ R9..- - - o I p w So,ooo eF Emsrac 1.1 naoa OLV. 4LT5 sraR11WARA - - - - - - - - ler!'nmOm ~ I I II I I . u DosW+c sue. AsPVµr Arm EXISTING Form D Panl ~ Q. 0 °') ;'Sb U7411F9 W BE REYOREO MRQN RETAIL DOWNSPOUTS IO DE OIRECIED ~~~_~~.x - II ~ I og lmrs a REw emlaxt TO SE °f rD POND SEE vAwnc, cssn9m ` a Z xEr / F PotWOSED Itl FLOOR EffY. N.7S m 'W0 °R~A'~ ~ ~~ `roa i •eirl oeae:Vm. r REMODELED ~'i 116' ae au o°in~r 0 I II I ~ zv,za EG 'I I awPS ~ 8 V - „`, ~~ I L___-__-____-____ ~~ ~~ I p sz A r I •,,w g BAB I mR U S Ensnxc I:, Roar nLV, m.n aw I ~ V ~ 7799 M E%FAN81 1 ~~' ONmSiER v j. ~ -''P" I I } ~~ ~ ': a ° ~' m~ ~^ ~ T MARSHALL S sxd o~r ~ , ~, ,, ~ I ~~ ~ I,t. a ~, I II a ~ .: 7AO.JC ~-~--~---t °.°e.~l °......1 ---I~ 4 I ~ L~ ¢a o I ii - ~ ......1 wwP1` Fmi. wo I ~ 32 EbST. I ~ JI ~ I ~~ - I L) Q ~ ~, , I 3 laA l2 ~ _ J SPACES I I ? I - J ~,~` a ~ ~ ~ e O _ _ _ _ - - - - - - - - - - - :a I 10.00 UINtt EASEMENT ~ N ,: re Ir ww -- ~ Y°,m 9 °mP"ir Iroe rn ° nr .x I O.R. ROOK 4621, PC. 1928 - 1929 L_ ~ (' ~ ~ ~ I II I II I II / 'L ~ _ ~~ I l -------------- IJQ ~ ------------------------------ ~, ~.. - I ,r-.. .-- -__'--'-'- Pulalm:nry9/IV/oovoo/730/maA I, I a ~ L I C .;J N \Q ~ OwNCe lvlnq Ge9n94e , I I _ 3 ~ W e/9 C°M-N°tl°n Rwl 4lab I I ' ~~ Jxw~~"eA°iN 3T"iwsw6 mo 1 I I I ~ j C~ ~0' X LLJ a O C3 W W TOTAL SITE AREA BEFORE R/W TAKING = 17.17 ACRES EXISTING IMPERVOUS BEFORE R/W TAKING = 656,459 SF = 87.839, TOTAL SITE AREA AFTER R/W TAKING = 16.37 ACRES PLUS SURPLUS PARCEL (AFTER FDOT RAPROVEMEN TS COMPLETE) = 0.23 ACRE TOTAL SITE AREA (INCL. SURPLUS PARCEL) = 16.60 ACRES PROPOSED IMPERVOUS AFTER R/W TAKING AND SITE MODIFlCAT10N5 AND BLDG. RENOVATIONS = 640,691 SF = 88.fi0S THERE IS ACTUALLY A 17.314 $F REDUC110N OF IMPERVOUS AREA THE IMPERVIOUS 9. IS NIGHER BECAUSE THE SITE IS SMALLER PROPOSED OCCUPIED BUILDING AREA = 181,171 SF (NOT INCL. 21,716 SF TO BE LEfT VACANT) EXISTING AND PROPOSED PARKING = 797 SPACES = 4.40 SPACES / 1000 SF OCCUPIED m< EXISITNC OAK o° EXISRNC PALM " EXISTING UGHT POLE . INDICATES AREAS OF PAVEMENT l l-] TO 8E REMOVED INDICATES AREAS OF ® NEW PAVEMENT INDICATES AREAS OF PAVEMENT OVERLAY m EXISTING MONITOR WELL '~., INDICATES UMITS OF i BUILDING DEMOUTION INDICATES UMITS OF NEW CONCRETE rL I Q ? ~ C~ a0 a `----~,~Z ~ ~" V oc C _~ ~ Z tl SURVEY PREPARED BY i••' U ~1 POLARISAS=a.>a>F$ ~. z 5 1913 SR 590 sziE I7 N Q(ARWA IEI7, M1O9tlA J959 z E (717J 6fi0-0572 0 E U r N 0