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CR91-03 - 100 S Belcher Rd USPO
CR91-03 100 BELCHER RD S US POST OFFICE CITY OF CLEARWATER f`LX- Interdepp r ment CorrWpondence TO: Cyndie Goudeau, City Clerk JUN 2b A91 Cl i'Y CLERK FROM: James M. Polatty, Jr., Director Planning & Development - SUBJECT: Certification of Site Plan for U,S..Post Office-located at 100 S. Belcher Road. (CR 91-03) -, J COPIES: See List Below DATE: June 26, 1991 -3t? The Development at its meeting of June 13, 1991 approved the above described Site Plan subject to the following 1 conditions: 1. The plan shall show a 25 foot radius from the entrance and exit onto Belcher Road. 2. The plan shall show a 10 foot radius at each end of the drop-off island. 3. Install a sign at Rainbow Drive exit that says, "Northbound Belcher -= Right Turn Only". 4. A driveway permit shall be obtained from Pinellas County for the modifications on Belcher Road prior to the issuance of a building permit. 5. Existing drives from Belcher Road to be removed and replaced with sod, and so noted on the plan. 6. The existing and proposed landscape areas shall be clearly delineated through shading and cross-hatch. As conditions #1,2,3,5, and 6 have been met, please certify the attached plans/plats subject to condition #4 listed above and distribute. JMP/THC cc: James M. Polatty, Jr., Director of Planning & Development Cecil Henderson, Engineering J. Terry Neenan, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Ray Wyland, Zoning Lou Hilton, Planner Il (Memo Only) Developer/Project Sponsor (3) - Mr. Robert Clery 240 Plant Ave. B101 Tampa, FL 33606 certcr03. tc ( p4+^~"•;~ nYrw .e ~~dd ~ c ~ ps ~ C~ General Notes tEqulsEo S 1C gnotnseo ulin~ or N"x.7 1. Information on underground utilities shown on these drawings is based. on the best and most recent information ,available to :unmu o1STRICrr rlsr r/sr the Engineer. The Engineer and owner are not responsible for the accuracy or completeness of the data shown. Contractor usEr rusl orrice rose orrice must confirm information with all utilities within the area of wr NIEA (sq.Ft. errJ Aer°"14 construction at least 48 .hours prior to any. construction Or Craa Aree (vtehA, property llnne)r _j,j7.4115 tF t77 4A5 SF r ~ 4._ - excavation work being performed. Ilet Are" (Cron mime BC Mex. tur 2.' Contractor will be required. to submit to the owner a schedule "ehlr:nlar eetenwerejr x/A ~ , ' of the work to be performed outlining the various phases of how the project Will be constructed. Owner will review, ur wlurur 5uu Fr 50o rT r ~ modify, and/or approve schedule prior.. to .actual work being !rtr nErTnr 745 rt ~a,~rr .performed. UElISITY'(RaaeJ °n net ecreeUN/A.r/A ~,vc~f 5rx~. rlr,~~ ruiEr r/t f5ra3 ~ ~,p 3. Owner will require access to the main post office parking area euunuic cnvERxaE (sq.rc, euJ : °r ' tii Q _ 70r''r~~`Y 75.f32 '.I(:-~ 74, cr 9 I - at all times for use by the public. Location• of temporary cr°"a slte(r _ar.ayi ~ v , 2NZ ~(Laxt tc . Paz a5"- drop boxes may be required by the owner during construction. caoss rl.ouR Axes ernl r.n,n.r '+7.69 SF• _~Di 57 Av, ~c. T(ri ~ / G ~ ~ 2?- G fnrv~">~zr ~1~.2v l2 ~C.f' ~ 7o.f~ l•' ~ ~ ' ~ r 7t c~9 t~ ~ „~JY .~9• Kf. ire ~ y 4. Contractor must provide necessary silt-barrier to protect sETnACYS IAl"° ln~l„~" ul.en.lurr" existing drainage system per F. D.o.T. standards during on ~lte pl.n JrewlnAj: ~ ti~au. n~.~~ ~rR 12 t ~5, i Af~w', 7i~E• ~~'"r 'r ~ _ , construction. rroncr - 9o Ft' 9D TT n/A ~oP M.N. 7G l2 ~ T0,4IASINO & ~SSOCI~ITES, INC. ' ! G ~ r,GldY i i Conavlfinq dYrq'I'rwn, Aannrn, S,n»yon N. rf~u'kr IG In (y' ~7",, ~9 9 f,~ i7",q t 5'rC~?. ~ I ~ 5. .Stockpiling of any materials, supplies, or construction debris slJ., ~(ZF( 1n yr ((/n within USPS property will be subject to prior approval from R"ar: alt Fr •,ti1.EL u/n r , ti PA 7H OF LEFT I rUV~d~' 73 / 2 ~ ` U ,~t.f ` FROfVT IkHEEI ~ ';r0~' ~s~, j<"? ~ leePf H 560 Sf. 7hmpa R. J.f6M owner. between Slrnctureer „(~u rl Inn Ei H/n W rAr ?r~ ti'r~ rF~, l'u p T r~ r r ,;1 ; ~ rn (arse gee-sros ~ ~ ~ ti j ; " r, ~ ~c • ~ .k". ~ i rrs s~rr sx e,WWcW~u., rt s~sor 6. Construction of new paved areas shall be as follows: unrERfxunrr • ~ W IAfVF,i~I 7n ~v ~ ~ ~ I fn (eon) ne-un sorer N/n n/n v 3 ~ PAl}i OF RICHT A. 3" Type III asphalt pavement over 12N compacted limerock or shell base on 12" compacted or stabilized .subbase. Reerr ,,•y~n yea u/n tntL~f SI,~ t4ty~ 7 7f?x/, Apt' ~ 51R (5 t2a, ~ o REAR Wt1EEl 1'oP El,~~' 75. r~ TaP M. tf. 32 B. 1, 7/8" Type III asphalt' over 12" compacted "limerock or ` rtcu:nrr ~ ` xrn ry(q ,__yrn shell base on 12"'compacted or stabilized subbase:.- „Ieh ewrua rr°.i~l°netlr.pplic~hlel: N/n Nrn • ';__(!rn ~1.E 1NV~Rr~ 72'~~ 3p°x 2a"i~.C.P. /a1t<E,?r ~~9,7o r3"ccRY - 5. ~nrv~ar >~"~c.,~ . ~R~~ tzT. ~q.~~ ~"c~,~/ W B 50 DESIGN ~ . s ~ 7. Compaction"Requirement rnvFar PRnrcuuR axEAS tSq, ft, .nJ • I o[ eitgr n9.434 tF = 5n 87,296'~SF m 50$' N!n w.' tu~~~'~ ~z,G~ 3a~,rza°~.c.~ VEHICLE RADII Limerock or' hell base 98~ modified compaction ~ otrar srACa _ ____.__._.a.____ _____.____...e__d_.,~__._._________ SCALE; t" = 20' I I ' Subgrade • - compacted 40 F:V. B. Torsi !or are (ac rsa:Fe. anJ - stabilized 95~ modified, compaction - : ~t aite)r x.375 5F • 4s ~~91~ 5~r5,$, (yA f 8. Concrete -'for all sidewalk .and 'curbs provide the following: rer th. [tonic Yed~(sq.rt. anJ nrn. rUA n/A 2 oC raquiteJ trent ~atJ)r - 2'0o0'PSI - 28 day, break r - 0 PSI' - 21 daY bYeak I:Iear space IYaterttbrrt PrapertTir n!n MIA rrL' - 3° t0 5°' slump mix Exterior tatiaeter'Du!letar II/A M/A n/A :provide one set of concrete < test cylinders and ~ ` est results-for each 50=yards poured tatkln6a.ut interler ta.J:°.Pt~g , (Sq.ft. and i a!'terei Vehlculer ~ neees aLo, Japlct on elte.Plen 9. Contractor o saw::.cut and remove existing pavement within. _.,~,Jrerur` Iq N,eJlurrrrmi•,IutchlnG)r N/A A(g N!e limits of construction. Contractor will be responsible for CNWI„yea a carriers'4 ~ 4n,1a2 5F ao,I'ai s~• the disposal of all excess dirt, debris, etc: , o an approved eARxnti; (clre .ppuGui. lorewie), 44 ~ 7 Nrr gt,,t ~ u/r _Hlli dump site and -shall be responsible for all cost involved with Cnslreecrs this 'disposal . ' rPEVaEa • /9/ ' um of 5' in width, with a l0. All-sidewalk shall be a minim thickness of 4" and shall be sloped a. minimum of .1/4"/ft. toward the existing streets or drainage structures. 11. Contractor will include:in this, contract, the total cost to v.._.. . CL~f1,~?i~tt!!AT"Ef~ MAr><a ~ • 4`,r r-"lCc~ .remove and relocate all existing trees or shrubbery within ~ h limits of construction as directed by the owner, a ~ ~3)I•I l_ ~ ~ o ,fib ' : ha U~ b~ V4 .Q ea k `k 1 c 1 .y? 1 ' ~ ~ „ 1~ ~ 1~. 1~ 1k . ~ ~ 4~ YR q a~ Banc au of 9A ~ ~b C 1 -fit.- _ pp,, g~ P W ~ n G f~' e Aim 1' Af v { I, wa'f e~, q~-~ ~ 1. ~l 5 Mtr ,tt~5 l~r'P.[.l. ~ ~ n ~ r~i i, ~ yr",ati7 ?~rl6~^ ti r (r 's•*~f~ fi 1. :'o ~r. ~}P~nCfl { ~ . e r'T r<ryr„ c i.r~3h"4 C ° i (;,rxYtp ~ = i'o 4urlul a ! . _ .._.._._..~..11~._._.__._._. 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OV , , • ~ ~ , ~ ~ 3 PRov/off srRiPEa RREq ~ ~ • ~ ; srar~ ~,afl ' '4 'gy'p°~ ,,~Si ~ d ~ ~ ' - k',~ ~ {^~r ~ T ~ 1'. ~~1 ~ r'~f N I f/~ ~d rU~ ~~I ! ~ ~ ryM r ~ 9 I' fi N s a ~ f ~ CA' ~OF( MAIG pRoP ZD,VE n n r 9 i G~ ,P ~ f; ~ , k J '1~ 'rd" ,P F~ . P G' i' r i 1 G 9~ / G .Y i I K t ~ aG"~uE a~ ' ~ ~1 h°.'; / , 2' ~ fn o 31 D /a".'o 1 tR r p ~ pu a n u~ ~,a g ~ /a ~t;' a U• ~ ~ s e~ n tr j U ~,b ~ q ~G U 1 b V r'~ ~ 1 x P ( ,r'.2r:'anc l~r,sc o~ Q 4 q<~ ~ i ~ h f I s" 1 Q 1 Q' ti`r far~ua;~ ,~;k c1., r.I. ~';.c;.: ,4." ~ r I E Q1 +s ^F ~ t,: t , ~ t r . q, u° ~ oa~u !~yu V, try uti ` ~ ~ r G r ~ . , ~ ! ~ ',ry1 ! ~V, ~ i ~ h~ ~ t«,U ~ f'r.r,t,.l} ~ ~ r.~7r" Y .pnt r~,r ,y 1 q~ ~ ~7~ { x,''.a~N i _T_ __m__ , _ I 4 ~ 4 n~ D ~ o~ , s'r' r. i rF ,fib a b~~ 9 ' ~ (y'~. V- ~ ~,e~'mklfr is a ~ ~ ~`/a»,y ~ /~S GGGUH/TE59`R,(~ ~ ~ cn~e,~~~~q,, u ~ . , ~ s . . rnL/ /75'x`. , 1 Q NfA4~ r..~'i._. i I^ ~ / ~i n.,k. ? ' J ~ e_,. , , _ _ / ' . ~ ("I U- ,~~:7' ® o x k:'.,ar ! cw. ~C. I .ri~" "'rlw'i `e+f. "F ( ~ ~X~~~~~ q.a ~'8tI~7J'I.IA17777:7T2 IL"1,T7~ to k .~t7~I of ~ ~ '~.7E. .'rluh ~ SwwcxrC .1Y~'.n ex1...~~{ ~'F' f't' ~ 1r r7.,,.~ P ~ IN 1 f')nAC r, YTIRfT YJ f r ~ y"`«ry ~ ~'y _ ~ ~ _ _r _ ,~n _ .R~nP f4~ao ~:w mM . w:...~ - a__ , . /~~o r -s~r~p~r~ r (7 ~ ~ ~ ~ A I • l I ~r OG' SH~ZU6 f}5 p/R~CT !7 /Z t C?C) . r 4' ' V ~ 3 ~ n~ ( ~ . _ I Q ~ _ : ~ 8Y _Or~ a ~ ,,b_..__.._. ~ _.m _ u.~ _ . a____._ ~a.. , _ I ~ ~ w, a y i, • ' M~ 1 Mer rr d;'x q h 1- r o U ~ a, t ` ~ ~ ~ ~ do-/ 3 f ti~ h`5 ~.7f, ~ ti l / _ ~q . - ~ r, r' / , x1 4 ti~ /jII` _ _ _ ho ~ r.__. ____ma_ ~wfi , ' ~ E , ~ ;s ~ rV r fiver ~U ~ Y a ~ ~ P, ~ la ~ ,Y L a Ifi, „ro ~ . IA ~ c m p V p _ g . cr . _ _ , r,~x a w ~ _ k, ~ ~ ~m___._.~ i+ _ /o .I G nd~' ~0 nh" ~ q° ah tr~n 7n~ n~ 7 °l,lp ~ ~<°urf~ kr„tEer 4 ~ ,id " ~R ~I qk~ ~ ~k ~ 1tk n ~ 1~`''k, n~ ~k, 1'~~ ~,r to 4 ~ m ,f~ 4 kr„tEer ,,ati~t<~' R~MO?E AN~? REPGgCE,~z~~p~`~ ~a°~ a1~ ~ p° ~b~ ;c~ni~~a`' ~ ~ ,i3~~,~u I ~ F. u~h~, G~ 1G ~ "U U .h~ ~y. P n i ~ ¢a ~k. /1 ~ 1a `r ~1 ~ r y ~4 E. ~p~ . p. ~ p. ~ ~ 4~ ~p ~ gyp. fi yY~~?~ CovCk'E'TE SGA65 F~$~4~ F~~? 4~ ~t1 :r~F~~l~~ k~~4• ~4 ~ e- F'uTaRE DRoP BOXES c q tr I ~ ~ r ` 1~ 5$ p uti a ~ ~ q '1 ~ ~ ' '1 ,e Q ~ 0 t ~ a ~ 1 b ,a ~ ti~ ~ ~ o"~ AP ~ ~ _._________..___.~.:_.__1~.___e.m___..__._.. __.~_1~...__._.__ _ r._ _ • _ _ " p ;Legs Description: t Property Address: 100 S: Belcher Road ` Clear•~rater, Florida 33515 Ft From the eastyl/4 corner of Sec. 13, Township 29 South, Ra se - Range 15 East, run north 0 degrees 08'02" W along the ~'RIN'PE[) section line, 760.07 ft., thence run north 84 degrees Project Applicant/ ' 22 22'44"W, parallel to the E-W center line of said section United. States Postal Service 13 f.... of 13,.,50.00 ft. to a point on the West'right-of-way line u~i ~ U vii • af•Bekeher Road for a point of beginning, thence continue project Rep.: Bob Clary, (USPSj Nc i•W"r• de Narth 89 degrees 22'44" W., .345' thence run North 0 . ~ .degrees 08'02"W, 500 ft., thence South 89 degrees ,22'44" - Architect: Cooper 3ohnson Smith Architects, Inc. , E~ '~E E, 345', thence run South 0 degrees 08..'02" .E, along the 240 Plant Avenue, 8101 I~~+A~'a{~~~~. ®L 'hest right-of-way like of Belcher "Road 500 ft. to Point Tampa, Florida 33606 _ ~`t oT or neginnzig. . JAk .A'S F '..1 J9.9ie:.SY.ia'd9'x~idW.2P'""' a . yPTES PosTq 5 y A~Q `Yi I ltd ,T, p,S /~1' g pp ITED STATES I T p FLORIDA UN POST 0 R - ENGINEERING SURVEY TOM A'S IN 0 S ~ar'f as Qner ate: ook: TRAFFIC DRAINAGE 3 cc T ,.t . .Sv ! w ,'b, AND ASSOCIA ES, INC. l, 5~~ .p .~14~ as lll 200 213N:BROAO5t Oraarn By Scala: Pct9® 10921H 56TIIST., SUIT E Z U PROPOSED IMPROVEMENTS (Y ~ 11 ~'4"t',, .7&M. ,'~s}!RC9:s~^~Ea~pr,6!naL bc+ttM,,`i.'~A'+Cy ~.4 v9rR*vT4IIiuv^m::cetmRra^%nc!dGxtPd~ TEMPIETEf1RAEE,ft.33687-fi468 TEL. (904) 796-4137 -4t Checked By. Proptct No. Forty Chief: TEL. (813)988.8102 P L A N N E R S t S L) R V E Y 0 R S ThR.{984}796 56 L~N P.O. BOX 16488 E N G I cd E E R S BR H NSVII LE, EL 34681.2925 h C T E C T F1X.(618)969.2242 € 1TA\i A\TNL:F (;111 IA\1PA HAW IPA ."WY4 .'BRIS6xP:l1R!f9~"iD 5~4EiGF.Si- ::"~A9i1d~4v'@YYL"iTNhk;9'.fiS!S1M 5.61id ~,!W.'YTtib?~S°9'~"t$'frIYFP F?;AS:..". ::;.$SS^„8~s&9G kl .SpA$4i'~}Yk7AfiS16RTd3dffi4a2?~'P3fi^at~ . ' Y"d~R.'7~1.37i'AfS"~'TS . , At RC. Pr ~ NOTE.' Z¢„ ZD ~ r 85 - !)~E'urrrl°ar~~Ngcuga`~%EN n~ RPPRowM 4 OEOTN wiu. BE hELD DEIERM/NED scAC~: I"- 20' 2 WALL DES REFLECTS Cou57Rc~roN ~q4 7oP DF wAU. Vq^ l USI,V B"~ DARD CAVCREfE BuCK• ^ , ~ ~ 3 /e c~NreAcfA4ELECTS To FORM AN0 ~,,r~ yeti ~''y 1y~ a" F L CAN M / ~ 'l`'i ~r RXJR W4LL fNE fOPO WAG E 4 . ~ 2 ` 6E $GoPE~ 70 MgfCN PA?EMEAlT M~1~~ _ ,q _ _ _ _ i ~l ER/5fin/~ Pk?EMErVf -v7- - - 2~G" N'v'DEJQNDMA/NTA/NG'rN/N. ^ 1y' ~EK15T/NE/PAVEME.VT ~ P~~~ jg r ~MAlCH £X. ~7'QADE G.r G A~VE PA~E,~IENT 2ro' 1h' 4RAaE a"'~ q9~ Gre) 7°Po6 FcaYeR l2 M~u.PoO~pw uE,or r • ^ BE f3~ Eu ~V 1~' N? N 6' 8'x/G"E95E ~ N S~CT~oN ~-A T~oN '~-q" ' rYPlca~~ YPlCAL~ ' N ?ouR DETAIL WALL # 1 ED CEU.S lN5T9lL (N. r. s.) DDROW4cL , " REINFORCE (auaROw #5 RODS . ALYERNAA~j ~ I 4 a/c r z. „ z' No~ES•~ y": r5 RDD r l~ REMOI/E EX/5T/~cl 51pEWALIS AND ~ V~ v~ pl~Zl UEWRY /ti .T~l~S gREA, RESNApE k W ~ RREA~ ~EfWEEn! ,vExl CURB AND NEx/ 51pr'WRGX. lNSti¢LL- l"Mlt/IMUM ? n r SE~t1oN ~3-~ ^tloN"~3-~" TOP 5olL AND NEw Sap" ~3 I I MArcN Ex. wAU< ,z ~ ~ ~ lY~tCAG III, sx. ~tY~rCAG) 2~ REMDYE EXr57"jN~j A5P1~,4Gt ~}ND Ml/•l. l2 " OF BRSE M,gTERjAL. 1N67ALL !2"BASE G WAL4 AND I'/B"~SPHAGI AT NE1N GRRDC= ~ I Go° b 4~' foV°GwRLL 1U' I I _ 3) CbNTaACroR ra RESNQPE AREA ~ErwEEN NEW CURBS 4NO NEIN E"x/sT/NCCB~ S/vEl~/yG,KS q MATCN E'X. CURB - ! ~iEr ~ N ON BEI.IJfEK ROAD. 5'LoPE TbbciARD 571ZEET, NElENTAT EOE~ _ ~y l1FVIN ~ 13G G;CIST/Nf~ 51pEwAGK ~ lz" ^ reoA~ 1k'i ~.~Gd /NSTA'L(, NEYV SOD OVEl~ it?litl. / "QF NEW TbP SOIL . ld° jbr-° i~ g° Faa7&R ~z'MrN BELOr+/ A ~ / A °f a Tao aF roarER u DET ' PAVEMENT ~1.1.T•5) , 8"'x !G" 6A5E 4 DETAIL WR[.L # 2 (,v. r s.) INSTAGG ti/EHl ~ SAWCDr REMOVE 5/pEWAlX UA,O sE rroN "9.6" 1 ~ 3 ~ c c ) ~ g /NSTA NEW ~ D 4 /N 1H/5 REfT ¢ LL 1 ~ WAG(, ~ RAMP TO NEW FRAOE 5 \ Xi / X/ z 6~ qG~ ' 4 10 P n x, x, `1y 4~ I ' REMOVE a ~ M .1° a' y1 ,o ~y1~ G~ V~ C~ I~p { , ~ E1fi5T. KRMP a~ 1 P~ h4 C~ ~ . ~ I ~A N RAMP x . ~ ~ ~`P 1 ~X. L~6/NT POLE ~ k' @ 1 lNSTALG 1VNlTE M ~ 1~~ 'ay ) ~ 'WroE u NorE: 5~wcurgeEf} FoR T ~ ~ NE1u k/p(,(,. RGfE/Z WA« lS yp'~ 5A?u uT EX/5T~ y~, a,~. 4° 57R1G~ - 5 ~ r ~ ~ ~~o ~p'r 1p ~ n COMPLEfED~ REPI,RCE g'' oAV~M~ ~T w ~ _ p qy _ lNSralc 3 0~ NT R h~'ao s @s~ ~ b' R-5 AyyyAC>DrERlz ~ NFE~.,.,~~ 1•° L~ 1 y MPACIED BASE ~ yf}VEMENT~ BgSE i 1 MATBRi,4'L cTWECN ~ t~ ~ 1 4 _ a , \ ~z ~ / ~lr5 ARE ~ 1 ` THE WgLL C1uST ~ ~ saHAC, r~ \~Y WQGl..~2 ~ 3 iQ. y F ~.1 , 1y ~ N.C.RAMP ,P&5l/AP6W/Tll Q v- 6~, b b~ ~'f ` W (SEE DETA/G~ ~ „ ~ rastyGC ASPNAv7 f}5 ~ ,~,r ~1Ga V NEW WAt~ ~ ' Ot KEQIlIKED MRfCN gip, i G'rABo?E lU' w ~ sq APRJPOXIMgTBGY~ „ R-G.5 MATCN PAv'r n n bh o uM~r of / /a ~ pAV'T SAw«~ SEu~ b~T/.}IL E h R' S, c A3PHgLT " FN~SNED I' s~ ASPNAL> ' ~ ~ ~ ` EE ~ ~ rEMEUT v~' ~ NEW T/ ?'r" v ~t 5 rr ~ Pr b I fj ~ ;r'~,r R `1:, ~ R: 5.5 A~ e ~ e~+~n OEfA1G"D~ _ b~yjfi WRGU ~ i CSEE dETA'lc) ~ / y~ ''y{~ t A,~ZEA toP:75.95 ~i;` ~ R 5.5 w ,Ib• ,'hO1 .U 1 ,fig ;.U ~U' ~h /ntV. = 72.2 - . t m G P ~ J~' . ~ ~ 1~ 1b~'y o' ~ 4!` INLET ~ PRA°c~r~~, ~ a~` Sic=/yorE 2 K ~ 1~~ k /~P G w' ASPNAGT DYER :s` ~ `~$'a ?5 ^U' ~0 ~ 1 4v I~~'4 ~ dy! ~ ~aPEC.°LZ~~I y y' SEE~o7E Z. ,J @ l J<°1 k ~(Mw.) rya iA0!'05lS/ ' \ no \ ~ Q N \ .BASE I, h .L I ~ ti o~ j .y E~ ~ ~:~4 y D /o R G2' N'' /NSTALL / ~8 " ASPNAGT ~ ~ ~ - ~ ~ °~"'^'4 G h .SeelJere °'2 A° 1 ~ T. ~ ~ , - q'~ ~ s9 iti~~ y S' k , „ „ /N TH/5 AREA k' 'f°~ M,N.~ 3 eF i5",~c.~ 5' ~Go' U.5 ?0 4-~/.~ ~b !3 1 30, nk. ~.5 ion ~i, ~ y . u k,,,.w: i ° T ~ ~ ~T r I ~ ~ rr 1 zr ~ 1 EX/5T. E G• ~i"~ 0 F~rtnzc.,,~~:'~+, r y: ~ ErAI EXr 5T 1h' ~ ca 5T cvRB cu w i I ~ ~ ~ , 2`' ~ n SEE p G ~ cuRB ~ ~n ~ a8 Rg y t I ~ .r ~~?s+. ~ ~ ^ EX 'Ja"x Zoe R c.i. ~Na cvRB z~ . R~ Nr-o~ wAY I - - - ~ M / I ~ J _ - ' ~ ' /T - it PI~oP. luGET ~z sE SEA ~`-I - "0 ~i' ~k' I ~ no 5' rr n NOTE'~'1 N TE #1 ' I D iE INST~Lb coNC • a ~ I Q~ uh SLAB FoR Mq! 1. ~ I t00 ~ ~ 1k' `b . ~ tOQ ll1fG1O~ SeE . //fOO ,Ih• o SEEl7E1AIG C-J /ZtOO r- I Q , )3100 I: ~ NDTE~I ~ 5/W BRJ~G LJ/U~ BOXES ~ I t '.p NOTE: MaTCy E 5T. N~ , M ~ AWvSr SAN. M.N. ToP rNSTAU NEw ~ EK• POLE 9P SEE # SrpEIvAGK ~ - y ' aE A K NOTE 1 pL FKAOE I DTN g L - - -L-t , ~ - I--- - N :~y' ~NST ~ ,VEw 5/ w L R/!, ^11G//t 4~~ : N ' .4-5~ k.~.x d~~'h aN,w 11 ~XR~wr'I ' yr'.~~ . f~ ~ r..;~ \ ~t~ MV ...R ~f VC~iLNYI N.l, ~~~.ea.V! ~Sa ~yf ~d'~ l r/"K .42~ ~r~ - !Y: f~ . ~ M ~ ,'r~~.i^ ~ ~ ~ Ycw~litlte~ 'N n'hi ~ ~ ~ - - ` ` ~ ` 1.;. .l-~S ~ - , 1 r ~ L U ,ly~ qG . Q p ti p ~ ~p~. 7 .5t c, H S~a~nc--L- z v ~ MATCN EX, CURB NEi~ ? AT EOErE of EX/ST/Ng 5/OEWAG!( Cvi2,B S TU n~ATc/~ INLE1 ~1 ~ CX , pAV%. /N TN%s (~RArE FY's. ~ RREA foP lNSTgL ~ ~s, C&NtER CvaD S4WCU 1U,~ b AROlalp TREES SCOPE l " I Ex, A GSPS ' G"CURB ~ rt7 ~ /QEM~YE EX/ST. CURB ,r ,r I ~ ~ T~ ~I' i ~ i ` - ~ ~Nlkl l / / / ~ A5 RGw~v/REO TO •MA/N7A/N SEE BAIL C-2 jNLET /NV. 73.! 7 PAV•T o~5cA8P PaOVioE ~t/N, 2' ACCESS lliNF~ 4 CovE,~ T1ZpF~iC TYPE) / / . DiSrq'NfEFROn4 REFS Kr 9 ( ~ ~ PIPE 1HRoAT 75.5 / l rt p S ~ FIELD TUp 7G.5 ; QCT/~ G ~ "J S' r ',r m 9' - DEfERMrN bs e ~uvo ~ .-•s~=': ~L G"kEi,V~oRCEa CONC. r 9s, I >o , ~ z, ~ EX/5'Ti~j TX'EES - - - / I ~ - I A ~ I \ r ~E TR 1 L, ` l N07E: , 6 e~ p~ r` o ~ ,3' ~ MATCN I ~ p MarCN ' °3. ~ lo. S / ? ~b I I EK.CURB _ ~ I ! gu_CUR6 BA$EjWALl,TO o~ 1 . Q ' ~ I wx ~ . 8" I 8E SAmEAS r 3 ~W I,-I~ F' G N LET # .C , DI~ENIAIb r . . ~ p I I ~LOCATlCN DG l'R0~a5E0 KANI/7 Q , • ~Qti ~ ~ ~ INLET To 6ECDNFIRMEO so ~B " Q ~ / A 1~1~ ¢V IN HELD. CaN57RUCY 'c ' i Z NEN INLET ov&R `~.r . -:a ~ ~ p vP Ex.Cuf11 ~ bo r.' V , SLOPE TD , RE/a/Fi+QGED CONCRETE' Fy ~y ~ NEW ~ `'1r wAlx ExlSTiN l2"PIPE ~ 4~• //L ~ ~ rSEE D AIG~GI"\1 / ^b'^!V ',~1 0 ~ V f~c I ~ Pb ~y f RAW LINE p-I 1^~ . , /~'iPE ~6 ~ w/#4Roo5 2"o/c Ew ~ r Z 5~ 1~ ~ 41 n E o CEN 5EE AsTgj . ~ ~ 1` eFj ~ ~ ~ . ~ ° .D $"CONC. BgSE 5LAB cov 111 ~ ADJuSt SAN M,N. S E ORIVEtvgY ~ ~ \N ~ . ~'Ss ~ ~ ~ ~ErAlc. "C- 2 - - INLET DETa1L ~ 1 CEP 1 0 DErA~c. ~ D~Tg1L C D~T~JL 8 1~~~, DE7"'A1 L D (,v. r, s, (N.T S.~ T' N. r s. N. r s. ~a~ o~~~r~~~~a~~~ u~~ n~~Y nl. Ts b`dAP+f F c."]FW1MtA°335`AbtR!10kaNeAFt.\A.' ° Y9itikb".WiOG! "WtiY• m•..• Mk R E:*5 ~P"ES Posrq, UNITED STATES POST OFFICE CLEARWATER, FLORIDA E Z E Kim ENGINEERING SURVEY KOLB 11 ee , ote: Fhod off: AND ASSOCIATES, INC. A.G.T. Avq.l991 S IN m F TRAFFIC & DRAINAGE PLAN E proven ByScale: Pogo: IZ F SUITE 260 273 N. BROAD ST. F T 3 Z N ENGINEERS BROOKSVILLE FL 34601.2925 A R C H I T E C T S I N C 0 E, FL 33681 6 48 8 TEL. (90d) 796.4137 M&MAIL c HORIZONTAL & VERTICAL CONTROL °uMef No. N Checked By Project No. Party ieh. 102 P L A N N E R S I S U R V E Y O R S FA%.(904)7964156 0 5 ~•R• 9/025 N f7 242 240 PLANT AVENUE 8101 TAMPA FLORIDA 33000 813 2 7) 3 2 616 ,16*****`9 1026 _ ~XlSTIti/C 5rrquC7'ut~E,S lul,~t srA. rl.r~2 IrvcEr 5rR• I5t~o3.4 ToPEGEf! 75.82 7'oPlu(,ET 74.59 E. luv~Rr 7,3.20 . l2"R.C,P E• %vvERr 7o-/d 24"~C.O 9.E• hvvERT 7/.09 G"CLAY Prc Property Address: 100 S. Belcher Road 5•w.lu~ERT 72.10 3o"x2o"R,G.p ' Clearvrater, Florida 33515 • M.M. .2 u.Wln/?~f '7/•08 G'GLAy foP 7G 1 N INU6Rr 7o.GG 8"CLAY Prc Project Applicant/ SroRM M•l~. Sfy. 15to3.5 E. hvvERr 73.12 B"C.M.P ' ' Uaited States Postal Service •R TaP M.N. 74, lo, t,l. rN~cRt 73, /2 6 C.M ti, INVERT G9.9o 24 "R,C•P. Prc W. luvERr' 70.0 8"CLAY w• /,UVERT 69.90 24"R•C,P. Project Rep.: Bob Cle~'y, (LISPS} • Ari ,Architect: Cooper Johnson Smith Architects, Inc. SCgGE: ~ ° 20~ INC~f 5rA• l4to¢.7 240 Plant Avenue, B101 ® SFI,cI, M• STR• (5 tZO, ¢ TOP EGE?. 75.15 Tampa, Florida 33606 ToP M.M. X4.32 N•E.INVERr 72•Co5 30">< 20"R.C.R N, /,VVERf X9,70 8"CC.9Y Lec 5. 1nIVERr 72.Go l5"R.C.P ltiIVERT ~9.l02 8"CGRY Legal Description: W. IAIV~Rr 7Z•la5 ~o"rr2o"R.C.P. . Frc From the East l/4 corner of Sec. 13, Township 29 South,. Ran sec Range 15 East, run north 0 degrees' 08`02" W along the. section line, 760.07 f,t., thence run north 89 degrees 22' 22'44"W, parallel to the E-W center line of said section 13, :a~., ,13,.,50.00 ft. to a point on the West right-of-way line ` of° Be~eher Road f or a point of beginning; thence .continue Nor North 89 degrees 22'44" W., 345' thence run North 0 ~dec ,R,_ ;degrees 08`02"W, 500 ft., thence South 89 degrees 22'44" 'Wes E, 345', thence run South 0 degrees 08`02" E, along the 'West right-af-way line of•Belcher Road 500~ft. to Point .of .of Beginning. EffRwATER MALI P05T OFF/CE CG h /ov 5~ BEGCNER /ZOAD r~~ I a• ~ ©I' ~ ~ 1L o~' 0 0 • k b L.~I c 1h rya 1fi~ 1y~ 1ku 4 4. ~ 5prr'nkler{kAdS ~frp.) ~ _ . 1q qk Ak Conc. aU qU pp AD 3h \ Palm9 rF W ! 1 P ~ Mtr. C~ras$ /}Tea Water 5prgct ~I ~ LG ConC. Inch b ? ? ? ? ~ CvrasS area lo" 1(', G' B ~ ~ ~ ~ ~ /.G' ~ Pa/m5 1 ,h. 0 0 _O I'XI r~andscapGUyht! COhC U2nCl1r Gnnd9rPpE O'ghTs 1y ~y'I ~ T' ~ btu , L~ r pY Ranters Col umus V ~ o ~ 1 ~ (Trp,) 1 o ~ N h ~ ~ ~y R 1k ~ ~ ~ h , 31 ~h 0 0~ ,~a• yti • 1 1~ p1 ~ Canc y1 Conc, 0 oa ? h 0 0~ 0 ? M Try Conc. ti y °ti ~ ~G• 1d StepS• 1q. P, ,1g• 18' rho 1~ f~. ~ 4Ra%l ° E 1~ ~ ~h 1h ~ 1~~ o ~k D ~ ~ o ~ b V ~ ~ E~y. ~ 1 11~p' 4~' P• ,11q ^^a 11A 11' 11. 1'11 q. 1~ ~ o ~ ~ 6 1 + 8" alms N 1~ hh ~ 1 0 ~ ~ ~ ~ ' N.C. It 1 11' ~p ~ Q. V 1/ ~ k ' ~ COnCK /.IA /if Pole \ 1k 1 1p• ~ c ~ v P~ ~ ~ ~ ^y. a I ~ v 1y' ~U l#spha lE ~avemErl f w 1~ N4 P ~~G' U~~. Try Z D n~ ~ 1- U ti N 1 0 h V ur ~ .Ich ti U ~ h y V V ~ d C b G V• V U' U' b U' U' l~° ~ 1- 1~ h 1b kti ~ ~ 1U Ep G, 1 1 1 1 1 1' 1 ~ b ~ q 1~. ~ ^ ~1 a 5r n9 ~ ~p G. Q1 11U d ~h'GP~ • ~ 1A' 3 9 1~ ag ~b E n • ~ y9• ~ q B"Halm 1U. 1~ E Q °j~~ v 4 ~ ~ v 5 ~ p i ~ wlo Orkinq ~ C tit y.P y~ 4 ~ o c sign d C~ 11.4P 1U D~ ~ ~ 2'X 2' ~ ~ 4' Conc. Conc.Liyht BlocXWal( 0h 1V' 111 B"Palms p, Ep• D. ~P G• E4• G 6p. G• P. G. P• G• 1 ^1 P• G. ~ 1 'h a , h~ h ~1 h o°' a Ab ~ ° ~ 1U ~ c M~ o o U tx •u ~q• 1. U. 1~. a ~V Uu V• y y y b tr 4 0 1 V. ro b' ti ~ 1 1 1U' ~ 1 ~U' © ~ qU• 1 U• 1 U 1V,1G ti Q• 2`K2'Conc, se D~ ~ a ~ ~ ~ ,II y 61 kl g v 2 Curb ut r ~.Q'G. 4 a P. q ~ A 4 1 Palms h 4• P~ ~ d I ¢ 4U h 3''Metal Li h7 Water II I k t' ~ u G' • G G' f r Q' h° ~ {VotP/' 9 ~ y 9a h /o q q. 4~ ~b '!}1 ~ 1U' ~ ud ~ ~fypreal) 5pi9ot II Light Post 1yV~ 1r' • ~ Palm q 4~p4^~ti~ ~~nu~u ,LPG. Q.G.^~~` ~~~~ti ~ j ry ~ \ ti V 4 U. SP/got rrnklt! II 1 U 1• C~` ^1~ ~ o'`H~d 1 ~rYPica!) ~ Speed Gurb ~ uttt P ~1~. ~ p' urb Futter h ~ ~ 2' nc. II 2'Conc. GrmiE G meeE 5%qn 2'rnnC. 1qu' B"Palms OoA/ot Enfz~$iyn fl.P, ,,p 1 ~~"'1. yUoal J o II Wood 5awcut San. S~n.~?p ^ ;J4WCfJt Q • Spa G• 4 S' n `To AM Con .Slab 0 Sp/'+»Kler Tow Awq Sawcut L.l.p Y QM rlBaxeS 8"Clay ~AJ~ LIE ,0 -~u NcoA $"C/a~ k' ~U P h, Sawcut Sign (Eivf) ~AS~LItiIE ~u ,9 P M.N. 9 wn v 1 IDtO 1~ • s, ,y ll-r00 0 °II IZt00 (EnMance~t + -y~-- U q~i o ~ ~ ~ ~ ~ ti b b 1 h~ ~ 1 0 --/3 D--~ - - - - Sin - r- 1.--. - - - - - - Stogy 5ign~ - /4 OD - - - - - - -x+rni t-'-i-~-== k ~ ~ ~ ~ ~ 1~ k~ h 1 1 ~ 1 1 Nq 1 1 1 1 h A• 1 I'xl' Conc. ~ 1 kM ~ ,Metal ~ N . ~ o ~v/ h ,~h ~ II ~ti o V Pak 1 t ~ U ~ ~p Syr ~ ®~~-G"clay ~c y ^y ti• 1q ti ti ti y. y. ti y ~ tit y. E oncg1lb U ~ 1 ti Conc. ` Uti ro~ y h Ah 0 ~ 5 Gonc.W lk ti 1 ti ~ ~onc. m ~ ~ M Conc k~ i 1k 1 1 • 1 • 1 • 1 ' ^ h~ ,Apron 1k' 1ky ~pro~v V'h 1 ~ m 1 Qpron bry t~ .G~°~ 1 1' 1?.Y. ~ ~ ~ j ~ 5forrn Mfl. ^k• ~ ~b ky d~ 1M k1 4P d~~ 0~ dq~ a 1k' kQ d 1 k1 1y u° y y° V k. h p ti kU 1 /p~ 1 k, 1 p' 1 q?' 1 1 U 1 tr' 1k 1b• ,~k hU 1k 6 1 1A• 2'Curb ~ C~ufEer 1 ti ~ tEer ~k' qk' ,~ao,~a~ ,~a°,~k, qp' ~~c° ~ pti ,~3 ~~u ° P' P~ f~~ 01 yv P~ f~. P ~ F~ P' F~' b 4~ 1q. P•1 Pv p. P 1 1a. P~ P P~. 6 0' ~ E' tiP~ 4. E 4 ~,aQ~ ~ P SET rt/AlG srq. lof cap 5"~r N~IG srA. i5t~. 44 ti 1 V 1 k k `q U~ O A ~ 1q ~ k _ DP y _ U 1 _ q6 11 1y p y ~ ~1 ~y . 1~ 1 - - - q ~1 1 1 1 1 1 1 1 ~ 1 ~ -~l~ ~ LC D ~ Ad 44'Asphalt Pavemenf 9 ~ 1 q o ti 1 h V 1 9>° h q A S ~ 1 Vq p ~ 1 1 1 1 1 1 1' 1 ~ 1 ti~ tq ~b pq p~1 qo ~ TBM TEMPORARY BEA/CyMQRK) ,5'rA. lD t 00 2 ~ Box CuT D,V S.E. C'Ok'NER . /o. o' DEFT C EG V. = 7G 3~ D o~/C • WALL E , SEP 1 0 ~1 F~r~ ~~~F~~~~~~TB~N~~ USA ONLY Ric y ~PTES POST ~ ENGINEERING SURVEY ,cPTE Zr V Designer ate: Book: UNITED STATES POST OFFICE - CLEARWATER, FLORIDA H E3 a ) AND ASSOCIATES INC. w w W TRAFFIC & DRAINAGE PLAN T is 4G7 AuC~. l99/ lOBS_g ys . r~ . ; , s ) Drown By Scale: Page: 10921N.56TIIST„ SUITE 200 273N.BROAD ST. - P.O. BOX 16488 E N G I N E E R S BRWKSVILLE, FL 34601-2925 A 7~ Z w 0 94F 20 JAI' 71 TEMPLE TERRACE FL 336816408 TEL 901 798.4137 A R C 1-1 I F E C S I D U. ` z ~o rt N 3 N Checked By Project No. Pony Chief TEL, (813) 9889102 P L A N N E R S I S U 11 V E Y 0 R S FAX. (904)7964156 * Existing Topography °o~Gi No. S REtiI 91025 dK FAX.(813)989.2242 '_40 N :AVI AVI:AL;I:' I I I I II'; 1:1 1~11T:A e 01 me 91025 } 3 D , I N '4., 2~ Property ...Address: 3.00 S. BelcYier Road ~ Clearorater, Florida 33515 t Project Applicant/ ` United... States Postal Service t i I IN I EXIST: ~ S.~A. Project Rep.: Bob Clery, CUSPS} ,VM Architect: Cooper Johnson Smith Architects, Inc. 240 Plant Avenue, B101 s _o Tampa, Florida 33606 ~ R' Sao r ~ To P~ Legal Descriptian: Q ~ E AIN ~ From the~East 1/4 corner of Sec. 13, Township 29 South, Range l5 East, run north 0 degrees OB'02" W slang the section line, 760,0? ft., thence .run north 69 degrees ~ ~ 22'44"W, parallel to the E-Wcenter.line of said section 13, 50;Q0 ft, to~a point on the West right-of-way line 'f~?~K oU1 ~ p of Belcher Road far a point of'beginning; thence. continue ~~IvES - C ,1'a P>~ ~.EMoYEf% g North 89 degrees 22'44" W., 345' thence run North 0 t` 4y . , r degrees 08'02"W, 500 ft., thence South 89 degrees 22'44" lil E, 345', thence run South 0 degrees 08'02" E, along the I West right-of--way line of Belcher Road 500 ft. to Point of Beginning. D: 11 REQUIRED ~ ~ ~ ~ F~(15TIt1G FROFUSED (Nir~ or Pfex.) I f ~ ~ 7.DIIIUG UISTRICT t I"/$~', P/SP e t T i ~ I, ~ osr,: I"osl Offi(e Post U ice ~ ~ ' ~ I ~ Nr 1 ~Xl~a~ ~I ~ LUT AURA (Sq.i°t.nod Acrun); Craaa Aren (wltl,lu propcrt.y linnet .JIZ,~f3'.i..SL. 111.4115 ~ i C, OoGI c ~XI ile[ Aren ((ifOaB udnuR DI l[ax. for , ~~~NG~~s A vnl,laulnr nacenawnyn)t jdfA ~:t~: . . ;~r i ~ ~ LoT 11IUTllt 500 FT _5U0 FT .J wY:ar{??tit}}}!~}}?i i:tit{~::{~ vi 'W ' 1,oT Dr•.P'fn: 345 rT 345 rr :1a} i:vr vii c0 SMGN ~IGM'~E,u°f tivi: r :5i°~ i:vr }i: t 1)EUSI'fY(Dnned un unt nrreo)t _W/11 Jd(A w :'1': na NAT ~.Nrt~.r~ nuiGUnm cnvEi(nr.E (.:q.rr.. and z of . lirnRa S11.1!);, r..LILJl.ted~ Zl4% -Xt~aGt]%..e1`JY.~...~...._... ' ~:f;~ ia~i vi: '(O dross FLOOR nlxEn nn,l rn it t _..~Z~(ilJ..SL~,3U% .~,fy~ SF~ 3U% v:^: :;:r:' w } r ........::.....:;.....:....:::::.:~.~::::::~i . ~ SETDACN,S (Alan lnrludr_ dlinensinnR ~ on,~sirt'e.=pln~.y~drnwing):... .............~..................r.............::: Z ~~g I~I{~1 W r~ ~i?i: 21(aNT ~IIIZN DML'~ 1 Franc; 90 FT _~0 FT; ~ N/A ~Ivf :{{r: 111 ~D} No ~.~F~ ~J~N sloe; rl Id/q k ! 0 . Q n 0 is r/dt~'rG~=N ~~'/N(`}'~ Renr: ~F,I_T.._..,_ . ~111.E.T_.____._, fd/h ;';4'.• ..;may.; ~ti: lletcteen Structurosa {~u~'r 1[I(1 Fj,__ (dlA ~U I.'l • i vY. , . 1L. IN .f. ~ r.. X .'1: ~ tt ~ i N~~ C~~~%~7C~ 3/ Z2~ I ~F a a~RFitanT: .7:. ,raw ' J:: i:1': I': A /H~ .Jt J.1. 1 .:ti"~ ' (~f 4_ NL~_ II i i / t :iy. ::y: a' nn ~'i : U~ ':Y.i Renr: _.!d/Jl~..:___ W/A N/A' f' ':'r t . a.. :m . .}rr: r- .1 1:'~ 1y5~ Vd 5.. J J.. .Y t ~ n I .l. 4• ys .4 1.7.. :!J:: :h. :v'r',•} r i. ~ :'r}51i va?ti ~ i't: i ~:^i iii i't:~?'r't: r:;:;: }tiff uEIOU'rt .NlI1 _N/tt__._:..,._. RLf!_. NEW ~,~P{~At,,i I ~ogl~F ~ ii}' r:~; ii::: :.ti . :'i; : fi {:f! •,'Y!• L` ~•I.': ~ Wikh Uouun Pravla,fon~:(!f ,ilt(rl~[cn61c): , N/A L/1~ f a 't:':: 6II.~ •.t{ n': .';4'.' 'r:ti^i '~:ti~ 1'AVEU VEIIICIJLAR ARI:nS (Sq. Ft, and ~Il.': :•l': ri}}i'r:? •:'1'. ':L':' 1 •.'~i: ' z of sltnJt J34..9~~_SCas..52'% ,.N1,f125.SE..~..51% N/A~ ::'"i':' :'J' f~~'.~ ti':' ::~'i . 1.. {'J': •.l I OPEiI-SPACE .:V:• - ':'f:: ::tip •i:~:{ 1'attil for the Lat (Sq.Ft. and 2 of eitn): 7,336 SF = 4% ,73t3G SF - 4% fd A 'J1J: ':'t': 'll:': :';5 .till M:: °:'J'. :'7 •:1::: i •:'1:'. .'I :':'t: :'i':: •:v:. I Iii: •''i ':N': ve:. :;:yi •.`t ' Far tLe, Frnnt Ynrd (Sq,Ft. nn,l PI/n fd/ll ^ I of required front pard); NSA ':'l.': . t:' ~•1 : l:. i:f ;;ir: vk• :v.+ t'r'iti~ Clem. 5pnce (Waterfront Property); -f,/d~~ rd/A N/~ f X~iav;; ~:;:;i;;{i::• ~iiii};'r'r•':?'r'r.%S}ii'rikv'? ~'r}: ."F.: 1 I}: 'l!'l f': 4'r.•. 1 sir i 3 .1:. }:V.' :.Vl 'i t:. '.'J': .r. .r.. Exterior Pcrlmeknr Duffnrs: fd/A Pd/q ~~T ::x:::::::....: ti'ii: ii.': / i ~i'r'r: ~i~: ^q 7 ' Pnrl;ing Lnk Intr.rior Lnndncaping 1::'t:ti'::.:'::: ;l.ti'::' ~ ~ MY ::l:': hV t:. ' f}: •!M1 n •':J Ix ~Ba i~/.'. ~ (Sq.Pt. and 1 of Pnved Vnl,iculnr nrenai Rlso, Jnp{.ct on site plnn 1 4 1`: Ve i ~s~J Y I I I A I~ . drnwinG by shndluglct'oRa lu,tehlog): _N/I{._ N~~ N!A • ~ I ~ II laiipinyer~ &cirrriers 40,142 SP 40,142 SF 3~~,c~ CARY,IpG (Give npplicaUle fatawln): ~')_1,..2...rlL('~.~ 46 + 7 N/f . Cu>tuiiicrs I~ ~ I ~~K ~ _ ~ N~ _ ~ ~ . , ..._m _ _ , _ , ~ ~RANBWD_E i i ff i ' i I i I ~ G i~ ~ ~ i Certifiedas a true and correct copy,,,Sita,P,~~n as approved i by the Development Review Committee on ~Tli$~~,]3, 1991. !k Witness my hand and the seal~gf`~,e~City of Clearwater, Florida, this 1st day of July, 19 lq s c~ ; ` , t ` ' v, . I , ~puty i , t~erk, . / ~ ~ ~ e 1 Conditions #1, 2, 3, S, 6 have.b~en.~esv~, +j Subject to following conditiori~.;~; p , ; 4. Adriveway permit sh~alt~ba,pbt~i2`~ from Pinellas County i for the modifications on Belcher Road prior to the issuance C ~ of a building permit I 4 j NSN SMITH; CLEARWATER M.P.U. TRAFFIC REVISIONS CO ~ PER J ~ ~ gl5z ?U&MAl m100 SOUTH BELCHER ROAD CLEARWATER FLORIDA 34618 A R C H I T E C T S I N C SITE PLAN MRO, -rFFlC, 9 + 240 PLANT AVENUE B101 TAMPA FLORIDA 33606 8132532616 16 SUNE»12~hqM .n