Loading...
FLS01-12-93 (3)Fps o~ ~a -~3 aasrlcs- Z!S ~9 ~ ., . Clearwater Mall Pond SIDE-DRAIN FILTER DRAWDOWN ANALYSIS E h NGVD TOTAL ^h INCR. V TOTAL "V INCR Lmin Lmax Lavg HYD. AREA FLOW AVG. ^T ET . GRAD. FILTER Q=KIA FLOW INCR. TOTAL 33.50 8.00 XXXXXXXX XXXXXXXX XXXXXXXX 153,893 0 55 XXXXXXXX XXXXXXXX 2.00 2.00 2.00 4.0000 782.0 16953.8 20 095 XXXX XXXXXXXX XXXXXXXX 0.0 32.95 7 45 . XXXXXXXX 133 797 , XXXXX XXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 15,860.2 1.3 XXXXXXXX . XXXXXXXX XXXXXXXX , 0.55 XXXXXXXX XXX 2.00 2.00 2.00 3.7250 731.4 14766.6 19,050 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 13 7 1.3 32.40 6.90 XXXXXXXX XXXXXXXX XXXXXXXX 114,748 XXXXXXXX 2.00 2.00 2.00 3.4500 680.8 12730.3 , 48.4 1.4 XXXXXXXX XXXXXXXX XXXXXXXX 2 7 0.55 XXXXXXXX 18,004 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 11 7 . 31.85 6.35 XXXXXXXX XXXXXXXX XXXXXXXX 96,744 XXXXXXXX 2.00 2.00 2.00 3.1750 630.2 10844.8 , 87.5 1.5 XXXXXXXX XXXXXXXX XXXXXXXX 4 2 e 0.55 XXXXXXXX 16,958 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 9 . 31.30 5.80 XXXXXXXX XXXXXXXX XXXXXXXX 0 55 79,786 X XXXXXXXX 2.00 2.00 2.00 2.9000 579.6 9110.2 ,977.5 1.7 XXXXXXXX XXXXXXXX XXXXXXXX 5 9 . XXXXXXX 15,912 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX . 30.75 5.25 XXXXXXXX XXXXXXXX XXXXXXXX 0 55 63,874 XXXXXXXX 2.00 2.00 2.00 2.6250 529.0 7526.3 8,318.3 1.9 XXXXXXXX XXXXXXXX XXXXXXXX 7 8 . XXXXXXXX 14,866 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 6 . 30.20 4.70 XXXXXXXX XXXXXXXX XXXXXXXX 0 55 49,007 X XXXXXXXX 2.00 2.00 2.00 2.3500 478.4 6093.4 ,809.9 2.2 XXXXXXXX XXXXXXXX XXXXXXXX 10 0 . XXXXXXX 13,821 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX . 29.65 4.15 XXXXXXXX XXXXXXXX XXXXXXXX 0 55 35,187 XXXXXXXX XXXXXXXX 12 2.00 2.00 2.00 2.0750 427.8 4811.3 5,452.3 2.5 XXXXXXXX XXXXXXXX XXXXXXXX 12 5 . ,775 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 4 245 6 3 . 29.10 3.60 XXXXXXXX XXXXXXXX XXXXXXXX 0 55 22,412 XXXXXXXX XXXXXXXX 11 2.00 2.00 2.00 1.8000 377.2 3680.0 , . .0. XXXXXXXX XXXXXXXX XXXXXXXX 15 5 . ,729 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 3 189 7 . _ 28.55 3.05 XXXXXXXX XXXXXXXX XXXXXXXX 0 55 10,683 XXXXXXXX XXXXXXXX 1 2.00 2.00 2.00 1.5250 326.6 2699.5 , . 3.7 XXXXXXXX XXXXXXXX XXXXXXXX 19 2 . 0,683 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX . 2 284 7 4 7 28.00 2.50 XXXXXXXX 0 XXXXXXXX 2.00 2.00 2.00 1.2500 276.0 1869.9 , . . XXXXXXXX XXXXXXXX XXXXXXXX 23.9 33.50 DLW (TOP OF TREATMENT VOLUME) • 28 NWL (BOTTOM OF TREATMENT VOLUNE) 25.5 ELEVATION OF CENTERLINE OF PIPE 37488 AREA @DLW (s.f.) 18473 AREA @ NWL(s.f.) 2 L max ~ f ~ 5.42 "K ~°= f• (~ ~~ ..t,=."' 92 REQUIRED UNDERDRALIN,LEIV,~Tlsboeo~~, 23.9 TIME FOR SYSTEN~~O~~R~.DC~fV~FAI~ °°e '% d m e °a Octavio Cabr~'a, o j'Jc~• 3a 6 ~ ~ ~ ' ' :° ° o ° _,3 0 0 o . MAR 2~:~9 20~ °~ - o 'r~, c o e FL P.E. Nor 1466, <•• ° ~,~~ ,~'v ~~ f •~.r~`~ps aetta~ -` i CONTRACTOR SHALL SUBMIT SAMPLE OF FILTER SAND AND LUCATIpN OF SOURCE T^ AN APPROVED SOIL LAB FOR SIEVE ANALYSES AND PERMEABILITY TEST. VARIES H I 350' D75' CLFANOUT @ BOTH ENDS (iYP.) PLASTIC CAP W/INVERTED LUGS. PROVIDE a• THICK CpNC- CpNT1Nu CpLLAR AROUND 80TH CLEANOUTS L 5' x 4.5' !/a` STAINLESS 6" P.v.C. (SOLI TERRATEx TYPE SD FILTRATION STEEL MESH (NpN-CORRUGATED) FABRIC (OR APPRpVED EQUAL) UV RESISTANT T.p.B. c'L 'G" FLOW [N PIPE 4.1 S~-dPE 30 MIL PVC LINER W/SpLVENT D.L.W. = 'B' ;Q, TOP LINER EL = 'F" WELDED ENDS 8 OVERLAPS (ALL AROUND - TYP,) ~--- 6' UN'CERDRAlN LPVC) ~ _D ~ NON-CORRUGATEC i~ii~ 11, ~'%~ 0. EL = 'C' ~~-FILTER AGGREGATE cwa) ^ '~ t.5' x SS' - 4' THICK FILTER AGGREGATE (i14: r I ~ ~ (TYP) CpNCRETE CQLLAR (TYP) ^ BpTT r[NER EL = 'E' °~ I ~ !NV EL "D' l2' 6• 6. SAND FILiCR MEDIUM :EFFE[~1VE' «`~rt}J ~ •~ GRAIN SIZE. EO T^ .55 U.C.'+(1F 'j'S 9y.~~a~'rtrii '' x N^ SLAG OR LIMESTpNE ALLOWED OR GREATER, K=5?2 F1%NOUR-P~85 n ,~ ' NWL DLW i1D FL uD IE B.Q.I. T.L.I. T.u.B. i_ENGT ~`°°~~ '•~'' ,~,14,~ "+\1 ~ I e .A, '$~ .~> .D. ,~. .F. ~G- '[{^ I 'D.r .r: °o ~ Z ~ °e CLF) c u PLNt~ No 10 13.00 14,31 12.00 11.75 11.25 14.50 16.0 14.D ]75 p ~ o,~: C~ ~ ~ ' Chill ~.x ~"~ k, ~' C~ ~x 55~ _~ ~-' UNDERDRAIN ~IL~RATIUN SYSTEM y ~~'o.%,... ~' ~ ~ ~ `~ ~~ n ; N r.s. ~.~, ~._ qo ~s~ e ~ f~ .~+ ~c ~ ~ O /~ d ~ 4 1 ,~ df~ ~ in~4 t '[~ i S1l+cb e`.1> ~ M N ~ SD C~ ~.. M ~ ~ '-.+ ~ N ~ ~ . O O o z ~ o ~~ a w o z ~ ~ a ~`' ~ ~ ~ ~ ~ ~ a O w - ,. ,. • • CpNTRACTpR SHAEL SUBMIT SAMPLE pF FILrER SAND AND LOCATION pE SOURCE T^ AN APPROVED SOIL LAB FpR S]EVE ANALYSIS AND PERMEABILITY TEST, vAR[CS H 3.50' 0.75" CLEANOUT @ BOTH ENDS (TYPJ PLASTIC CAP W/INVERTED LUGS, PROV3DE 4' THICK CpNC CpNT[NU I CELLAR AROUND BATH CLEANOUTS 1.5' x 4.5' 1/a" STA]NLESS 5' P.V.C. cSpU TERRATEx TYPE SD FILTRAT1pN STEEL MESH cNpN-CORRUGATED) FABRIC cpR APPROVED EOUAL) UV RESISTANT LppE FLOW IN PIPE Lp, B. EL 'C ~' W' = B" _ q.l S gQ, TpP LMER EL 'f' 30 MIL PVC L[NER W/SpL VENT ~ Z - wELDED ENDS 6 ^vERLAPS W L. _ "A' ~ (ALL AROUND - TYP.) P, 0, ~ 6" :1NDERORAIN CFVG> ~~ ~ I I NLIN-CORRUGATEC ~ ,wit i ~ ~ ~ ~I» ' CL EL 'C' ~ ~? ~--FILrER AGGREGArE ct#4> :c 1.5 x 1S' - 9' THICK CONCRETE CELLAR FILTER AGGREGATE Ck4) x CTYP) in I CTYP) BOTT L[NER FL = 'E' ~ °1' ~ ~ a 1NV EL = 'D' ~ SAND E[LTER MEDIUM tEFFECTIVE x Np SLAG DR LIMESTpNE ALLpNED URAGREAITER,CK=5p425F TlHpUR~-AIVG.) NWL OLW 11D ,rL 1JD IE B.N 1 T.L'.i. T.N.B. LtNGT P~NO No 10 13.D0 1431 12.D0 1L75 11.25 14.50 16.0 14.0 ]75 UNDERDRAIN F~ILTRATI~N SYSTEM N T.S. ® '% I • '~ r . ~y~it..~~t,• ql .. - ~ ,~'~ :~: ,.,,r. ?~ ooou. 'a q r ' '~ ~j ' 00 P '',: ~ nab e. r!,} ~r' • d ~ I °o ( ~ .~ ~ n. ~ ,. ~, \ dt,' o~~. . ~ q te`l wrr' d°' ~ J ~ ~ / , ~,,;?,. G. ~ t7 r , ~F ~~ GC ~ ° `• ` : ~ o ~ 0000 )~_ •~ ~ ti4 ~~J~ ~ 1.7 C.7 a ~ ~~ ~ ~ 1 ` 4 ti~ h r .', d7 ~d~iF~L'II b + tq S 4 V , ry ~CV S}p:~ ~. J ~~Q i 1 :1 t Y _ . ~ a V O Clearwvater Mali Pond SIDE-DRAIN FILTER DRAWDOWN ANALYSIS E h ^h V ^V Lmin Lmax Lavg HYD. AREA FLOW AVG. ^T ET NGVD TOTAL INCR. TOTAL INCR. GRAD. FILTER Q=KIA FLOW INCR. TOTAL 33.50 8.00 XXXXXXXX 153,893 XXXXXXXX 2.00 2.00 2.00 4.0000 782.0 16953.8 XXXXXXXX XXXXXXXX 0.0 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 20,095 XXXXXXXX XXXXXXXX XXXXXXXK XXXXXXXX XXXXXXXX XXXXXXXX 15,$60.2 1.3 XXXXXXXX 32.95 7.45 XXXXXXXX 133,797 XXXXXXXX 2.00 2.00 2.00 3.7250 731.4 14766.6 XXXXXXXX XXXXXXXX 1.3 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 19,050 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 13,748.4 1.4 XXXXXXXX 32.40 6.90 XXXXXXXX. 114,748 XXXXXXXX 2.00 2.00 2.00 3.4500 680.8 12730.3 XXXXXXXX XXXXXXXX 2.7 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 18,004 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 11,787.5 1.5 XXXXXXXX 31.85 6.35 XXXXXXXX 96,744 XXXXXXXX 2.00 2.00 2.00 3.1750 630.2 10844.8 XXXXXXXX XXXXXXXX 4.2 XXXXXXXX XXXXXXXK 0.55 XXXXXXXX 16,958 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 9,977.5 1.7 XXXXXXXX 31.30 5.80 XXXXXXXX 79,786 XXXXXXXX 2.00 2.00 2.00 2.9000 579.6 9110.2 XXXXXXXX XXXXXXXX 5.9 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 15,912 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 8,318.3 1.9 XXXXXXXX 30.75 5.25 XXXXXXXX 63,874 XXXXXXXX 2.00 2A0 2.00 2.6250 529.0 7526.3 XXXXXXXX XXXXXXXX 7.8 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 14,866 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 6,809.9 2.2 XXXXXXXX 30.20 4.70 XXXXXXXX 49,007 XXXXXXXX 2.00 2.00 2.00 2.3500 478.4 6093.4 XXXXXXXX XXXXXXXX 10.0 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 13,821 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 5,452.3 2.5 XXXXXXXX 29.65 4.15 XXXXXXXX 35,187 XXXXXXXX 2.00 2.00 2.00 2.0750 427,8 4$11.3 XXXXXXXX XXXXXXXX 12.5 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 12,775 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 4,245.6 3.0 XXXXXXXX 29.10 3.60 XXXXXXXX 22,412 XXXXXXXX 2.00 2.p0 2.00 1.8000 377.2 3680.0 XXXXXXXX XXXXXXXX 15.5 XXXXXXXX XXXXXXXX 0..55 XXXXXXXX 11,729 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 3,189.7 3.7 XXXXXXXX 28.55 3.05 XXXXXXXX 10,683 XXXXXXXX 2.00 2.00 2.00 1.5250 326.6 2699.5 XXXXXXXX XXXXXXXX 19.2 XXXXXXXX XXXXXXXX 0.55 XXXXXXXX 10,683 XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX 2,284.7 4.7 XXXXXXXX 28.00 2.50 XXXXXXXX 0 XXXXXXXX 2.00 2.00 2.00 1.2500 276.0 1869,9 XXXXXXXX XXXXXXXX 23.9 33.50 DLW (TOP OF TREATMENT VOLUME) 28 NWL (BOTTOM flF TREATMENT VOLUNE) 25.5 ELEVATION OF CENTERLINE OF PIPE 37488 AREA @DLW (s.f.} 18473 AREA @ NWL(s.f.) 2 Lmin - 2 L max ~ s_ ~. • _ , : -< ._ ~~~-"...: ``kdGRQA"m4~FR+~dP.`o• si'~,,. 5.42 ~,K,~ ~~°.~ ,.~ ; ~ " ~ ~ `a~g^, ~r rte. 92 REQUIRED UNDERDRF~~TJ_LENC3Tkb,op°pa `' 23.9 TIME FOR SYST~NI T® DRAJ~tt7©11VN'y., °°, .~ , Octavio Cabrer~~ a ~~=~~• _~ -~ QQQ ~ ~}. arA~ 2 s is ~ - ~- o , ! o °o FL P.E. No. 146C~~; ~ oY ~~ . -e L~ TCF~LINE SEE SHEET 23 8" 45' AND ~~) 1 b8 LF g° PVC Vii ~ $" DIP YYM ~ ED qN SANlTA4iY ANH~E 'S4 i~ 13.LV . a. ~` ` yt :ti ` 33 rS `~, 1 1 i ~ . .~ CPJ 3~r S.-`. CSC i ~~ 1l ~' ~ 5 ~ ; i f i ~ ~ 1 'ti a3.#_ ti ~t ' i 1 -NOTE' ' y' ~ ~'~, ~''} ~ '~, ~i, '; ~', P6TAR 'TO BUILD PROPOSED WATER MAI 'i `.. ~ ~ ~;. cQ , TWO (2') FEET NORTH ~ TH P~OP4~Ed~1 i ', SANITRY MANHOLE Ta '~t~~ TA H A t3lM;~ t ,` SEPARA710N FR ' ~E ~xTl G `TRE-' '~ ~ ~ ~ , LF 4 6" DIP 1NM 6.--~ S ~27Q~ $" PVC VII --~ 29 B'° 45' %~ 6"x8" TEE 1 t LF $~ PVC WM SdA1~H EL = 37.1 t~/~vti r Jf $" PVC SAf~~~ - 8"x6"x8° TEE ~ ~h ~- ~ L~ 8" PVC SAN ~ 0.50 ~ ~ ~~~ - J~¢- ~~~ J ~ ' S103 C L:l Fi ~ i n m N A N Q C N 0 ~- m a J ti v n~ 0 0 s m ~, ro ~s W O 6 W O fl U • w .11.1. G A ~ Oi ~~~ ~ ~~ _~ ~~, ~'qT~R,;~~~'~. ~.~ )N(. {ZANGI'. MANNING ~ )I',VI?I ONMIiNI' ~ZhV1EW • ~ITY CAF ~I~F,r~I~VJATF,R PI.ANNIN(; I)F,1'niZ'i'M[?N'1' PosrOI~ru:r•, Bc>x ~7~t~, Cl.rnawnrl~l+, F'I(11<Inn ii75H-'17~i~i MIINI(;IPnI. tit{ItVI(.1'..S ~31111.111NG, ~~)1) S<>Irrn MYIt1~LN. /~VI?Nllii, ~,IJ(AHWAI'1{It, ~'I(IRIUA ~,~]'~~(~ 'f i~u~l~n~ ~N1~_ (7L7) ;(,l ~i5(~7 I~nx (71.7) ;l~l -i571, Mr. 'filn~Hhy J~~hns~n) J~~hns~~n, f3lakcly, t'u~~e, I~~~k~~r, Ru~~~~el <~'c Hums, i'-/~. I'.O. 13ux I.3(,K ('Icarwater, t l . ;_757 I -~(~K Ills: I)rvel~~~~nu•nt Ur~ler ('ase I~I,S OI I"' ~)3 at ?O5OS l I_ti- Ib~~hway I') N~~rih (('Icarwa~cr Mall) Ucar Mr- J~~hns~~n: 'I~his letter c~~nslitutes a I)evel~~~n)cnl Order ~)ul:want Ir) Sertii)n -~!-~O?.I; I~t the ('ummunily 1)cvel~~~~ment ('~xk:- "1'hc ~-riginal Flexible Standard I)evel~~~~n)ent a~~~~licati~nl, a~)~~r~wed ~~n May ?(l, ?OU?, included a c~~n)~~rehensive redcvcl~~~n)ent ~~f the ('le.uwatcr Mall with 7KK,~)<1h square feet ~~f nuxed retail sales, service and restaurant use: within 1;3, ~mc-story strucUires with the f~~ll~~wm}~ rcr~uesls::Il reduce the required Ir~mt (west and mirth; setbacks alcm~ US 1 ii~hway I'1 N~>rlh and (iulf~ I~~ f3ay 13~~ulevard, respectively, f~n)m 25 feet tl~ 15 feet 1~~ pavement; V~~) Increase in hulldinp, hci~hl ~~run) ?5 feel t~~ _~5 feet; c) pennil an aul~)Irx~tive service slaUl)n wllhin the ('~nunierclai l)islrirl; d) an:! reduce the required nulnher ail parking spaces I~r~i'In 3,'17 ~ spaces (five spaces per I,OOt) s~~uare fort ~+t gr~~ss I lour area) t~~ _;,K I ?spaces (-J.H_~ spares per I ,OOO s~~uarc feel of gr~>ss (Muir area ). I'hr applirati~~n has been amended with s~in)c min~n~ changes including: huddin~~ Ilx~tprint, dun)~~slcr Il~rali~m, lanclsraping .uu1 building facades/architecture. anlendmenls. 'the ~wcrall buildlnf~, area has Incrcascrl t~~ 7h~1,~351) and the nunlher ~~f huildinf~s has increased t~~ I~! with Ibis prl~p~isal. 'I~hr f)k(' recun)t))ended appr~)val pit the anic:ndcrl apphratil~n with the. f~~lluwing bases and c~~ndltl~ms: {3ascs f~~r .Ij~~~r~waL I - 'I'hc pr~~p~>sal r~~n)pllcs with the, Flexible Stand.ud 1)cvel~~pnu~nt crlterla per Sccli~m ? 711.x. ?. The pr<~p~~sal is in c~~n)pliance with ether standards in the ('~~dr including the (icneral nppficahlllty ('rilerw perSccti~m _3')1_;. ~. "I~he devcl~~pn)ent is c~m)patihle with the snrr~nuuling area and will enhance ~~I,~~~r ~~:~I'~~v~~1l~pnu•nt cffl~rts- f~HI~N ~ nllNlal, MAti'~)N (.I~MMI>Slf 1NI~I! {tU f I~ltl, VIA I'. MAY'(Ht-(,(1MMLtiSIUNFIt WIIII NI~}" (ilt~l, (.uMMI','J~~NhH I I~ ~1~f I IAMIIJYIN, ~.~ IMMIStiIl1N f.N ® nll l ~~ )Nti~ )N, l ,1 ~M h71'~Slr ~NIK "{:~111nI. ~'.MPIA)Y'MI~.NI ANI~ /~rPI1tMAl~IVI~ n~-I1nN ~'.MI9~~YI~.It~~ ~''~. ~'~ <; ~_ - r y .~ ~ ::~ .. ~ __ __ - _ _. ~. _ ~ - - . - _..a ,,, - ;,.. s r,, ~ `~ _ .. ~.. .__ . z--~ __~ . - ~ ., - _ = - ~"ie~i~ loohin~ south ~~ie~.ti~ lo~okina south • 20~0~ LT.S. Hv~~-. 19 N . FLS 01-1~'-9 ~~ie~ti~ looking east L ~-ie~~~ looking at south side of ~font~omer~, `~~ard 20~0~ V.S. FLS U1-1?-9~ ;t ~, "~ ~. si rF~_ - - __. ~:_._... -~-- _- ~~~. ~,-ie~~ loo~ina zast ~~ie~~ looking ~tiest ~~~~ • View looking east from west side of site View looking north from the west side of site a Hvvy. 19 N. FLS 01-12-93 .> ~u '~ View looking west ~~ie~,~ looking :oath a1onU south propertti~ line ~"~ It_ ,`. ~~~ - r°z ~'~ ,~ ~~ .~ ~ ~sir~r ,~ ter-"' 'd' i ~"ie~~ looking ~~est a1on~ south side of site • • 2OJOJ U.S. Hit-`-. 19 N. FLS Ol-l~-9~ ~~ie~ti tookin~ south at Sep ille Boulez and entrance .. - _~: ~. :'q°" i. ~,-ie~~~ looking? east a1on~ Gu1t to Bad Boulez and ~. _,, }.~ _~;: ~,` .~ -~--~i r ~~ _ ~. - ~. ~--- ~-ie~~~ looking east near Harpo • 20~0~ U.S. H ~-ti- . 19 N . FLS Ul-l~-9~ r ~-ie~t~ looking east ot~ site __ ~~~ - _- -~~> - ~ : - _, - ~ _ -~ ~ --_ _.___.-- 1 ~ °' '~` ~_ ;' - _ e ~ '70~~~~~ k ~' d ~~ ~ ~ ~ ` ~~ ,. -~ ~_ ~_ ~ ~ ~ _ - ~"~~`,.3 i ~.. ~,ry, T '~~ .. ~~ ~; ~'' --~ , ~ -- ~YI~ - .Ik '~ 1':~' L ~ L rt 1R • Y P ~R~~3?i~"i.L=. .. ~ le~~ 100kInU eaci n8ar Don Olson Tire 20~0~ U.S. H`~-`-. 19 N. FLS 01-1~'-9 .~., ~. - ~. ~~ ~ ~f ~~ w -- pnk~r ~ ~`~~ Y _ ..- yam. :: -_ .. __ .~ - ,~ £+ ' r~ ,. ... ,, _,s L., -~ , ~Y ~ ~~,~ ~"ie~ti lookin~> north near `~iont~omen~~i~~ard • `-ie~~ lool;inU north along L~ S Haiti 19 ti acce:; road • ~~i. ~-i ~.. I . _._--- ~V f~ s,..l f:. F^c.~ ~~ ~' , ~.~ ~MlN~3R - ~vlv~.rJ4N~r~ Gtr SKY ~~ ~~o~ 'D f~.tiv~''4 • oi~+l+lo+~+i+~o- ~N+o++H++H+a ~o+~++i++~o l• ~ ~ ~ ~- C ~# -~- l - U ~, .N III{Illln •~ w - __ _ 9 4' h~~ 5. col ;: 'z ~~~d s~£~ zt~a sT$:xa~ f r~%._.~`:~ W I U ~: ... ~ - ~ _._ ,, .::_ .. .. ._ _ ;w ~- ;~,~„~ # ~~ ~~ W~ l'+~.~~~ Hadti asr~n-~~r~:n~ f1('.~n Tn ~n .... ,. __. _ .. ___ J L F: a. ~~ ~` ~`~. ~y~'i~g~~ w ~'~.r 1. ~ _ S ~~r 3> try:' `-yl` t ~ ~_~ F f '+ r..J T~.>"~ ~r ^~'1 ~- v ~ ~~~ I ~ .., sr _. _ ~;~a ;~ r lFr~.t. ,~ ,= t .,c ' ~ - ,~ (~ A~ '~~`s ~' :-;~~ ,µ~~ hc.. .s ei~J ~~r : `. . i^ ~~ o . ~~,~ ~ ~~~ ~' i .r~. a.. j _ , -~ ~, Best Co-py Available VIII ,x. ^'trwro.ua .a ~ ~ /. ~s MVC-001S.JPG (640x480x'16M jpeg) '~ ~~ ~~__ ~. _ MVr~ OU:cI _II'r ~(l4Ux~ltt(~x I~;M ll~n'~) _~~ ~AV~ ~. [lU4 : Jf't : (r1gOx4til)x Ir;M ~{,~q) i MVt _ (1(I[.I: JI'~ : (t~gUx4,iflx I~~M piers) •MVC-007S JPG (640x480x16M (peg). ~i _ ~f:~ i B•st copy Available MVGOOSS.JPG (640x480x16M jpeg) ~~ MVG009S.JPG (64flx480x16M jpeg)~ 1, BQSt Copy AvailablE M1AA/f - I11'~ II V : n.,1n„nnn., ie_nn .....,.~ ~" ~C!~ri~T l~~S /` nevr_n~~e ior_ iaen..ean,.~ane ~..e„~ r ~AAVr. nt7'; .II ~~ : ~r,q(la4fillx IGM II'PU) MVt. ~Lt4G.ll ~~ ; n,anxnxn„ u,nn ~„a,~~ ./ `-,s MVC~n'~dG _IPC: !Fid(hrdRf}v'EFAA incnl ~MV/~- U3'~';.II'r; (GQOx~lftUxU~M II1Pf7) III .I I I ' ~,,I I il~ I I I ~~ i I) .~6 III I~ .I. (~ 4 ~. 11 III~I! ~ ' ~ I) I, I I I~ , r Best Copy Available MVC-O IG(> Jf'(~ (R411xdRflx IF,~A inanl Bost Copy Available ~MVr~. I) I i ;.ll'~ : (I,gUxl7tUx Ii,M u~n~~i ~MVC U1l4f: JI'~ . ((,Qnx•17i[la Ir,M p~r,i~~ nn~i~. ~r: n~~.n~~ . n,a~~xaanx ir,nn n~~u~ MVG022S.JPG (~40x480x16M jpeg) ~MVGQ23S.Ji~G (6~Ox~~0x1fi~/i jpeg) ~VIVG024S.JPG (640x480x16M jpeg} ~:~. ~V~: U;",:; JI'~ : ~G4Ux4riUx I~;M p~~~~) ~AV~ :.'i,',.ll'~,i~..IIi,.Ji?l i.!.PA ~~~~~~~~ • Bost Copy Available ~A',,~ r-' „I'~ .....I~i,.~r,u, li~M ii,~~~~, • Q ~~d 1i~ I1, ~~.,.., ~ ~J~i..~i ii',. „111 ,~~~~~~~ • f~lIVG029S.JPG {640x480x1~6Ni 1Pe9) Bust COPY Available ~AVC I1:4G;: JI'~ : 1~~4Ux47i0s I(~M II'°VI t - „~ ~;;~;; MVl[- iL;in JI't : jr,gUr4lulx I~~M p~~,y~~ MVr ~~_~dt,,.il ~~ . ~~~4nv4n(lx Ir,M p,F:,~)~ RECOMMEND EB/WB LEFT TURN PH ~ RESTRIPE LEFT TURN LANE "' """"`'- LENGTHEN YVB LEFT TURN RECOMMEND EB/WB ~ ' I LANE AT US 19 LENGTHEN LEFT TURN LANE Q LEFT TURN PHASE Z ° r - ,-~ e ~ - w N eli - - - - - _ _ _=_= _ _ _ - = - _ - _ _ = -_ -_-____ " - - - _ ~ _ _ _ ~O _ _ _ _ ~ I I - _ -_- - - ® - = ~ -_ _ = _T~T e - - ~ - ~- - - - - - - - - - ®- - -- - - a LL I' 1~ 3-~_ f t I d~ ~-_ -~ 1 PER FDOT ADD NB LEFT REQUIREMENT, , ~ ' • --- - EPi tin ~ TURN LANE CHANNELIZE NB I ~' J I LJ ~~ I I ~ - ,~ - L I tIDn ° FROM BURGER ~ Y ' APPROACH FOR III I I ., I , N f, e. N ' d~ " ' ~ I ~ 11. I I KING DRIVEWAY N m ° RIGHT-TURN ONLY ~' '"`- • °" ~ ~ ~ ~ ~ Q ~ TO SR 6O. w 3 ~. 6 -~ ~ 17. 16. t ~ ® ~ . , $ ' > WIDEN SKY a I Q ~ I fisting o HARBOR DRIVE ° ~ - ~ I Fire I II I 1 ~ ~ &il fOfi© 0 I I I I Nd~ sy.< :e 4 V J ~ ~ I I I ~ .nt s. ' I ' x I II $ Z5L pp s i I 24 VI ------ - -- I r I I Iqi ~ i - _- ~ I i II •>~~ ENIER I - " EXTEND NB - ~ I m - II ~ ® , ~ 6. ~ 1; `' RIGHT-TURN LANE I I I ~ ~ ~ ; - - - - - - ~' 22 I ors[ I I I I .l2 151 12 IwI1 i - I I ~ Ik I ~ ~. U7 I ~ I!tlCdil619 I I I I RIVE ~ Abe ~o iaal~ ~ I , 1. 4 ' I n >u,ou 1 I~+~I I+1 I ~ g I I I I I I ~,~ eNUa21e 11®U ! I I g r ~ I I ~ I _ r l i I I 9~~7 - I ,~ - ~-- I I ~ I ~ I I I I. y I 1 J I I ~ I II 19 ~ r t ~ 252 I I ~ I Z I ~ / I ~ ---.. .« ~- I S ' ~ ,~ _I I ~ / 14. r---- ----~ I .ans I I I / O I r I I I I I I I a I I / I I fn l I .sea ~ f i I' I _ Z I 7. ~~ . I I 13. I ~ ~ - u, I ~ I as I I , II .9.' 8. -~ --------- ~ , o W I i I I ~ .~ ~ w I I I I ~ I ~f I~r~Ir~I I nst 9 ~ ~ r ~yJ ~QQ a~~ II ~ 12. UI I ~ ~ ~`Nir~jO I I I I '~ ~~ ~ ____ ~ ¢ N II L ~~ ~-- 2 ~° Jr ~~ ~~ I O ~ - I I ~' , ~ ~ L ` a I I I 1. ~ /_ ~,~o ~~ zQON I ~ I am ~ ,/ ` ~~ r z ~m I I ~3 a St ~ n ~/ (/~ o a r li ~ I P ~ ~ O / `\ J' ~~ / ~Z E~ Ili I a ,_ i ~I 11 ~ I I ~, ~ ~2 N t // w ~'~ li r I I ~ , I !o V . ~ ~ \ ` Pond / ~ ° ~; I I ~7 ~ ~ ~~w N- I I i \_~ ~f~ W to y ~ z u ~ I ,~ II q ~ , •, ~ 1 I N @ ~ "~ ~ ~ a Ulfl~f~/ m', '~ / I I ~, ~ ~ , A~ "~ •,: /. I - mple; I I /'s SEVIELE BLVD. ~-^'--~ - - - - - - - - z JW o g w a u N O ~+i h ~ ~' '~ t ~'', o LEFT REAR Wt z ~ _....__ ~ ~n o m ~+ a ~ ~1 ___.~._.... '~ ~ 1~ \~. RIGHT FRONT ~~ ~ ~~ OVERHANG RIGHT FRONT WHEEL ~ O ~~ EAST BOUNQ ._~ _ ~~ 14 5' S/yy1 ~ ~ ' _. __ i i, II I I' I i I FT REAR ~ ~ WHEEL ~~ + ;I ~ ~ ~, BUS STOP / ~/ ,' i ~, ~, EAST BOUND -RIGHT FRONT WHEEL ~-RIGHT FRONT OVERHANG J ~ ~ ~ ` I } ~ ~ ! 3 I I ~ ~ ~ 06 R 6 s a K ~ ~ ~ ~ ~ I # M wYw Y M 9rAr w Ywb PAEPYIE9 Eqi, ~ - SHEET OE9ESRtxw a • OC r Raw """°"""9 ~ I~1 Ca[]1llpYCD M I 1 e~ 5 „~~,„ ~!9 /~ FLORDA ~~` CONSULTANTS, ,~ `/ yLCnf7n ICfI LL~r ,~ / g . RI}' I RN » M Lru.rrw.. U ERGNEERS, ERVnorrEERikKTS. 3URYEYORS ! PLAM~RS ~_ ~ Cj©THE $~ C~ANY CI.E14RwA1'FA MAIL OPMENT y y YS rx L9w9 25J9 YrCawrL pr. CIrs.Nx fl. 9Ji99 ~ 9x30 fCNTddL SYf9NE ~ 1 A ~ ~ Ek~(T ra L. fi fi LL~EM IN full rn.9132 -far. 1121)129AG06 ~ 9i. PElER9YR0, SL Jli0i 1 ~/~ ~ ~~ ~ irl. Ii2il S!9.5000 - !L. 1i31J19S-191> a+taoz , ~ e .~ -~ -„ ° ~~} ----- 1 ~ ~ RIGHT REAR WHEEL. J \ `\ 1~ 1 ~~`\ \~ ~~~ BUS STOP 5' S/W ~~ WEST BOUN6 ~'~ ~~ ~~. 1` 1 ~ I I ~ 1, ~ ~ ~ ~, ~ . 30' zo' 1 RIGHT REAR WHEEL ~ 1 I ~' ~ /~ / ~ / / i /; /' / 2 € LEFT FRONT WHEEL LEFT FRONT ``\~~ ~ ` _ _ _ ~ ~ ~ J ~ ~ i I ! I I E I I I ~ .o OVERHANG `~ ~ .WEST BOUNp ~`~ ' ' ~ , ,. ~ _ - LEFT FRONT - - - - ^ ` ` ~ ~, WHEEL PAEPMpD fOh SHECT CESCAPIiaq. ,", °` 1 "~" ~, FLORDA DESIGN CONSIJ~TANTS AVC ~ CLEARWATER MALI., LLC . , = p~.1 ~ .. ~ ~ q~ARIMATER MALL REDEVELOPIENT " "' """" EeGwEERS. EYrtl10YlENTAI.15TE, SUIYEYCRS d O~w1EP5 ~ ,,. ""~"'"`~ [~ CJo THE SEIuIBLER CC3~IPANY s a ..,«.m ,s ssw+s. ` 2wB lac"~~ d. cw...m fs. sslsf ~ sesc cEnTpa •YE1M ~Tx ~ ~ Ex~IT EY rx, I12fl 1N-e<22 - f.,. iTtllrze.eeac ~ sT. PETEnswll, r~ vror "y, fr 1N, ITiil 1M-iD00 ~ f... 1121I1T1.a41> a ... .., i1p0102 ~ ° 0 Q Z 7 O CO f- ~~ / REAR WI 1` s1~ \ I ~ ~~ ~,\ ! \ f RIGHT FRONT ` ~ I, ~ OVERHANG y.,~~______ RIGHT FRQNT WHEEL 21 I ~/ ~ [~ ~ ! 'r ,~ i ~ ~~ 1 I r _.__..----. ~ I