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FLS00-03-19 FLS 00-03-19 THE HOME DEPOT 2495 GULF TO BAY BLVD ~ o~ !i- ~ t C) ~ a~ :t trti ~ Q- '< :t =- ~ .. III =~a 0 I ~ ..=~ ~ ~~ I ~ .-,.. -; ! ... =~~ .~;. ~ I ~ ' "1 !II I:-~ -Q~ jl~ > ~ 5~::1 ... ...- . '" ;1 ~ :it ~ . ~" ~~ ~a ~"1 I ~ ~ ~ ~ ..D f/\ ~ C) ~ tII ~S I ... ~ 5! = ! ; ... ~ ~ =~ ::! c :; - ~ I = \) ~ = Cl ~ 1Io - Cl ~ ~Q. = .....- / . ~: t~.1 u '. : r'l ":n fi} o -~ ~ , ~__iQ) I J> r--- ~ ; . rr==iI=lJ 4., U U U (0) [ffi1] t:== ~ rn ffi 7, ~ 2J ~~:;' ..A.." 'I ~g ;~ '~~ ~ ~ -, ~~ i1g P ----, ~~~ ~~" ~aC ng ~ ~ .'''1 j i] iU m 5S~ ~ b~~ "a b ,. .::f i ~~ ~E: e~ ~~ ~ ....'1'~ o~ ~ Ii ~ '" " c~~~ ~, .' ~'1l~:; , ~"~ :;:~~ ~E; ~ ~ ) .......,," I H :." ... ~. i p "i ~~ .;:~ it ~~ ~ i~~~ ~;~~~~ '! ~.' a~~ ~ ..~.~ " i" l:S.' ,I U ((I. !~ !7: ;!~ ~~ ~ ... ~ I' ~~ ~ ~; I ~~ ~~ ' ~~ ~" , ;~ g I S . ~ ~ . ~ . ~ ~ ~ ~ G ~e~ ~~~! >~.i ....~~ i~pm I ~~ ~. .~ .~ ~~ ,~ . I 2~R p~ ' ~~~ ~.~ ~~ il~ ~~ t~ . g~ ~il i~ ~~ .". ~~~ I ~ ~~> ~ LL 'I, 1'1' I .' ~.~ Q~- "~~ li .!~ ,,',,' "'I' , :~.. II. (: ~ --- J:j:.:..:.,.:.~j,~ ""., , I ~~ il~ ~~ ~, ~a ~~ L r ~~ !~ . ~ . r7 iH .~ ~~ ~;; ~ ~~~ ~G . .... H a I~ ~ . ~ ~~~ ~~ !s~ ".~... fin ~~ .. ~~ . .J ~<:!rP Q~ ~ - <;: ~.fJ ''In ('1 \fJ~ 4' HIGH NEW HOME DEPOT SIGN APPROX. 4' - S" CLEAR AREA VERTICALLY EXISTING TILT-UP PANEL (NEW TEXTURED SURFACE COATINC) INFILL EXISTING DOOR OPENING --- NEW MTL. DRIVE - THRU LUMBER CANOPY / EXISTING CONCRETE /~', TO BE REMOVED // ", EXISTING TILT-UP // "'" PANEL (NEW TEXTURED " SURFACE COATING) ACCENT PAINT STRIPE NEW FABRIC FACE @ GABLE ENDS- NEW AUTOSLlDER DOOR UNIT EXISTING CANOPY TO BE PAINTED ORANGE -NEW OVERHEAD DOOR UNITS FRONT ELEVATION THE HONlE DEPOT CLEARWA TER ~ FLORIDA EXTERIOR BUILDING ELEVATIONS o 16 I 32 48 ~ i I GFA PROJECT NUMBER 997723 GREENBERG FARROW ARCHITECTURE 24 NOVEMBER .,999 {/Us - DO /0 ( - 0 Z- (5 z z o N -' <( f= z w o Ul w Ct: FACE OF CURB A~ (') Z Z o N OF G.c. A.2' & FENCE -' <( U Ct: w ::2 ::2 o u FACE OF TILT , 6 OF e,c, , 6.1 I. C D m ~CD _en -. ,. i~ cr' - CD , F , F.8 , G.4 - FACE OF TILT H <t OF G.C COL. 'J.8 <t OF e.c. , J,g FENCE , K FACE OF CURB FACE OF CURB 1 <t OF G.C. COL. & FENCE FACE OF TILT 3 , 1,1 2 tJ~- If II I[ If ~ I: Ii II II I: Ii II, I I! I!i I;, I!! Iii 1,'\ III I It Ii If I, Ii 11 I I I I I I 1- fc=-. -=- TRC STOR. f....... ~5~OSUDER .. 6' X 10' I "i' '" '" GARDEN CEN TER NEW f'",., AUTOSUDER 6' X 8' f , , ~ " II : I 4 , 6,' , 7 GRADE CHANGES REQUIRE REZONiNG 8 5 6 NEW RETAiNING WALL TOOL REN TAL CEN TER \CF'0"" STRUCTURE ~' SALES AREA - NEW EXIT AUTOSUDER __ EXISTING CANOPY TO REMAIN STRIPE 12' WIDE PICK-UP LANE ACROSS FRONT OF BUILDING REMOVE GLAZING INSTALL FENCE FOUR NEW OVERHEAD REC'V DOCK DOORS NEW TRUCKWEU. \NEW IS ^,"\ EXISTING CANOPY TO REMAIN -~ NEW RETAINING WALL 1.1"1 11 12 NEW TRUCKWELL EXIST'G FIRE PUMP LOCATION TO REMAIN NEW COMPACTOR -~ .....' 10) :1 I@ I CD @ I I RECONFIGURE EXIST'G LOUNGE TRAINING -. -I L_"'" III '4"ij I' I +EXIST'G, I ,TOILETSII I REMAIN REM~VE EXISrG OFFICE AREA Q:' W m ::2 :::J -' NEW 12' X 20' LUMBER DOOR REMOVE EXIST'G VESTIBULE @) 20'-5" ; -~ NEW LUMBER CANOPY NEW COLS, AND CURB ~RELOCA~ ISLANDS REMOVE COLS. AND PART OF EXIST'G CANOPY PLAN SCHEME B PLAN~NORTH SCAlE: 1/16.-1' o. ~ 13 RAISE TOP OF BUFFER WALL TO 10'-0" ABOVE GRADE (75':1:) NEW LUMBER RAMP LEVEL WI BUILDING FACE OF TILT A NEW 10'-0" HIGH SOUD MASONRY WALL wi OPAQUE GATE , B WIDEN EXISTING OPENING TO 20' EXIST'G ELEe. TO REMAIN c D G H FACE OF TILT I J RAISE TOP OF EXISTING BUFFER WALL TO 10'-0" ABOVE GRADE (90':1:) EXISTING LANDSCAPING TO REMAIN 2l{fs rnB GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING 1755 THE EXCHANGE ATLANTA, GEORGIA 30339 VOICE 770/30.1.10]3 FAX 770/303.2333 DRAWING ISSUE RECORD DATE DESCRIPTION 11/24/99 SCHEMATIC DESIGN REVISION RECORD NO, DATE DESCRIPnOO I'ROFESSIONAL SEAL PIIINC/PAL IN CHARliE Frank Lamia SITE DEVELDPMEIIT CDOIID'IIA TOR Chuck Borysiak I'''DJEcr MAIIASEII Mitch Deutsch QUAUTY COIIT80L ARCH QC I'ROJECr NAME HOME DEPOT USA, INC. STORE NUMBER XXXX CLEARWATER FLORIDA H/6HWAY 60 (GULF TO BAY BLVD) AND HIGHWAY 19 HOllE OEPOT I"OTOTTI'E COOE c=J PlllUECT IIU"'.~R 991123 SHEET nnE FLOOR PLAN ww ".01 -O~ SHEET NUMBER A-l.B NOIISSUHJ fORlUNSIRUCTION ~~ M~ 'l 3 ~ ~, '~lOPME.NT I/~,TER 2495 GULF TO BA Y BL VD. S.R. 60, 0.25 MI. . OF .U.S. 19 CLEARW A TER, FLORIDA SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST I HI: AGENCY CONTACT LISTING LOCA TION MAP' MARK PARRY CITY OF CLEARWA TER PLANNING a DEVELOPMENT SERVICES 100 SOUTH MYRTLE AVENUE, .33'56 POS T OFFICE BOX 4'48 TAMPA, FLORIDAB'58-4748 (l2" 562-4558 (l2l) 562-45'6 (fax) ~'r~ ~\.i~ ()J \~. \..... DRAWING INDEX 19 I (0 I SHEET . [~ SR 60 Cl C2 C3 C4 L1 L2 TITLE COVCJ Sheet Exjs~mg Conditions Gen(;(at Notes Site Plan Misc. Details Landscape Plan Landscape Plan I LISA FIERCE CITY OF CLEARWA TER PLANNING a DEVELOPMENT SERVICES 100 SOUTH MYRTLE AVENUE, SUITE 210, 335'6 POST OFFICE BOX 4748 TAMPA, FLORIDA 33158-4748 (l2l) 562-4561 (727) 562-4576 (fax) LEGAL DESCRIPTION: DREW Cl .~ 0 0::: GULF DRUID w z w w ~ STREET Cl ~ o 0::: TO BAY BLVD. EXHIBIT "A" A trect ot lond lying w,thin Section 18. Township 29 South. Ronge 16 East. Pir,elles Coonty, Flor,da end being Inure part,euiorly ,je-scr,bed llS tollc'Ns 0::: W :r (,) ---l W tD Commence at the NorthNest corr,er of tt-e South,eest 1/4 of said Section 18 for 0 Point of Reference. te,ence Soutl'> 89'40'55" lost along the North I",e ot s'J,d Southeast 1/4 tor 83435 teet; th,ence leaving sai,j line South 01'00'52" Nest, for 5000 feet to 0 po,nt on the So'~th right-of-way line of Gulf Ta Bay Boulev'Jrl (0 100.00 foot r"=lht- NOY) and tr,e PONT OF BE(,I~NING. thence olong "di,j ri9ht -0' "oy line South WI'40'S5" East tor 511.65 fpet. th,'nee ieovin9 soi,j line South 01'01 '28" >Nest, for 27100 feel. thence North 8'1'4(1"J"" >^lest. tor 11 .'\i 'e,>t, Ihpnu' c,outh 01'01'28" Nest. for (j5734 feet to 0 point on the North ri9ht'-of-Noy line of Druid Road (0 10000 1001 "'lrlt-of.woy). thence I~orth 89"18'36" We,,1 <J10"9 "'J,,j "':Jhl.ot.woy line, tor ',00.'1 feet, thence leo'''n9 s,)id I,ne North 01'00'52" East. for 12,31,69 feet. to the POINT OF BEGINNING; less the South lOoon feet of the [",t 460,24 feet thereof LESS and EXCEPT that parcel of land conveyed to State of Florida Deportment of Tr'Jnsportotion by IVQrronty Deed recorded \A'JY 17. 1996 ,n Offie '01 Pec ortjs Be.ok 9546, po'll" 14U.3, publiC reCOI,js of Pinellos County. Florida, CCJmrnence at th,e center of Section 18. TONnship 29 South, Range 16 Eost, thence South 89'41'18" Eost 'Jlon'=I th,e North 1",1" ot the Southe'Jst 1/4 of SJ,d secli')r! ond 'Jlo"':J the centerl,ne of Guif-to-B'JY Blvd, 834.10' to a point, thence South 01'00'52" West 500' to the South rl9ht of woy line of GUlf to-Goy [jlv,j, thenc.. South 89'41'18" ['Jst olon'J 'lJllj ')c!uth t,nE' 32746' to Ih.. point of beqinning. U',ence continue South 89'41'18" East 113420', thence South 01'01'2a" West, 30 a8 olol'q 0 line thQt IS 1120' Eost of and poJrollel With the West line of the Northeost 1/4 of the SoutheGst 1/4 of s,)id Section 18, thence North 89'41'18" West 12.67', thence North .33'40'12" West 2525', thence North 89'41'18" West 1083.3, thence North 76'01'2.3" \\lest 476.3' to the' POINT OF BEGINNING BELLEAIR OLD TAMPA BA Y ROAD OTHERWISE DESCRIBED AS: PARCEl 1: From tbe center of Section 18, TCNnship 29 South, Range 16 E<Jst, Pir,elias County. Fiorida, run South b9"41'1 a" lost along the Nvrth line of the SoutheJst i)'.J'Jlkr of SOld see tion on,j olonq the centerline of GUlf to Bay Boulevard 8.341 feet to a point. thence South 1)1'00'52" Nest 850.00 fEet to thE' point of beginnin'J of tr,e property e,ere,n ,j"5cr,r,e(J, thencE' uJntinuE' South 01'00'52" West 432,48 teet to the North line of Dr'jid Road (laO-foot right--of-way); thence South 8')'14'05" Eos' <J;on,~ th,e North line of Drjid Roo,j 50021 feet tu 'J pOrnt, the'1Ce North 01'01 '28" Eust 4.3644 tEet to a point, thence North 89'41'18" ,Vest 500.32 feet to the point of beg,nning. less the South 100 DO teet e,f the East 46024 feet thereof. 'Jnd '} .'. PARClL ) o o o ('IJ ('IJ 's r' ('IJ CO o From nil" center ot Section 18. Tc'wnsh1p 29 So '..A h , Ronge 16 E'Jst, P,nellos County, Florida, run South Wr41'IS" lost 'Jlong tbE' Ne,rth I",e of the SouthE'rJ'" i)u,.]rtE'r of s'wJ ser.tlon IJnd olonq the centerline of Gulf To Bay Boulevor,j 834.1 feet to a point; tbencE' South 01'00'52" West 3.3002 teet 10 the South line of the city I"Tlits of Cleorwoler for the pOint vf beglnnin':J of the property herein d.;rsu'bed; thence continue South 01'00'52" West 51998 feet to a point; thence Soulh 89'4)"8" lost 500,32 fE'et to 0 pOint; th,ence Ne,rth ()1'OI':!f~" Ens! 519913 feE'! to Ihe South lin.. of the Cily I"",ts, thenoe North 8'.:r41 '18" ,Vest 500,41 feet to thE' pc,int of beglnn"'g, on,j PROJECT OWNER AND CONSULTANTS PARCEL 3 OWNEr~/ APPLICANT THE HOME DEPO T 546.3 WES T WATERS A VENUE T AMP A, FL 33634-1205 PHONE: (813) 243-2043 SURVEYOr~ KING ENGINEERING ASSOCIA TES, INC. 4921 MEMORIAL HIGHW A Y ONE MEMORIAL CEN TER, SUI fE 300 TAMPA, FLOr~IDA 33634 PHONE: (813) 880-8881 FAX; (81:3) 880-8882 2lf'lS &,6 ffJ/ OS .~ If ID ~. From the center of Section 18, Township 29 South, Ranqe 16 East. Pir,ellas County. Florida, run South 89'41' '8" East olonq the North line of the ':'outhelJSt f)u'Jrter of s,~id see (,on Gnd Glonq the cE<nterline bf Culf to Boy Boulevard 834.1 feet to 0 point; thence South 01'00'52" West 50.0 feet to the South line of Culf to B<)y BO'Jlev1lrd to the po,nt of be,~inn;n'J of the prc'perty herein descr'bed; thence continue Sauth 01'00'52" West 280,02 feet to 'J pornt on the South line of the cily lirnils of ClearNoter, theree South 89'41 '18" lost olong s'Jld South line 50041 'I"et to '1 po'nt; thence North 01'01'28" East 3.02 feet to a point; thence South 89'41'18" East 112 feet to a point; thence North 01'01'28" East 27700 feet to the South Iw,e of Gulf to B<Jy Boulevard; thence North a3' 41 '18" West 010n9 the South line of CUlf to B'JY Boulevald 51166 feet to the point of beqlnnlng .Cl <J) LL o <J) ~ ALSO LESS that p'Jrcel of land com eyed to Stote of FlorIda Deportment of Transportation by Warronty Deed re(CJrded !.ioy 17. 1996 ,n CH'clal Records Book 9346. pGqe 1408. publ,c records of Pinell'Js County. Florida. en .$ o TOGETHER WITH: an eosement for inqress oJnd egress over the folie wing property CIVIL ENGINEERING CONSUL rAN f KIMLEY-HORN AND ASSOCIA TES, INC. 1220 TECH BL VD. T AMP A, FL 3:3619 PHONE: (813) 620-/460 L ':1> > o (..J --- o o <U U --- L <J) ...... CO .$ L '.0 n.) ~ U o ::c r..o <:;) r-... '..0 l.J co 'S o --- A troct of lond lying Within Sedion 18, Township 29, South. Range 16 East, 'P,nell<Js County, Flori,jo end being more particularly ,jescr;bed as follows Commence ot the Northwest Corner of the Southeast 1/4 of SGid Section. thence S89'41'18"E" along the North line of s'Jid Southeast 1/4 for 134577 feet. lhence leClving sa,d line. SOI'01'28"N. for 50,00 fEet to a point on the So'~th riqht-of- w'JY line of Guif- To- BCly Bo'~levord. said point also being the POINT OF BEGINNING, thence S89' 41 '81 "E, olong ofores,~id right --01- 'Nay line for 60.00 feet; thence leaving said line, S.01'01'28"N. fOf 21808 feet; thence S24'02'29"W, for 15652 feet. thence S,Ol'Ol'OO"W, for 874136 feet to 0 point on the North ri'.)ht-of woy lir,e ot DrUllj Roo,j; thence along SOld line N.89'14'05'\",., for 10.00 feet to 0 point on the Nest line of) Flori,ja POWE'r Corporation R,ght-CJf-\Voy os recorded in Of/,clol Records BOok 1403, ~'oge 735; thence olong s'Jid line the following three Courses: N.01'01'28"E. for 959.44 feet, thence 5.89'41'18"[" for 1120 feet, thence N,01'01':?8"F. for 27700 feet to the POINT OF BFCI~NING ARCHil TECT GREENBERG FARROW ARCHI TEe TURE ENGINEERING 1755 THE EXCHANGE A TLAN r A, GA :30.339 PHONE: rnO) 30.3-1033 ENGINEEn OF.,BECORD ",'" A 8~\\\\'tI'~'."""/f ~. ~2. \. '" ,.It -, I ' , 'l' -. '\. g l~ ~~ fu... ~(~_... ... .~"'......o ..~ ,,~ '.,,'---- ~ ~ r-. .-L- Po re7.:... r;. .. 4--- ROBgf.t1;f~:~~~J'~FJ1iJ "f1~E. FLORI91 ~Jl.<-~ 1=(~~ ~},@a& .. ~ ! .~ _ , DAfE/'V~X~~:~5;f#W~~1.~rF I L ;,;"1:4';"~'~F"'\",/,"" i , f-',f}~~; , ,-:.i{:~~;I.';.:<..(,;~~. . j ". '>, ';;'~~;;'f~~~:~?f'" ..... . A Tr'1ct of I'Jnd Iyin9with,n Sec tion 13, Township 29 South. Ron':je 16 East, Pinell<Js County, Florida ond bein9 more portlC ~Iorly described os follo...s ALSO TOGETHER WITH a non- exclusive Droina':je Easement os created by ond set forth in inst(lJment recorded in Cf/ic,ai Records Bocl< 8864, P')ge 1183. more p'1rtlculorly ,jescribE'd as follews: Commence ut tbe North'west corner of the Southe'1st 1/4 of s'Jid See tior> 18; thence S,89' 41' 18"[.. '1lon9 the Nodh line of the SouthE'ost 1/4 of SOld (',edi(j', 18, for '334 10 feet. thence 1"'lvin9 SOld North line SOl'00'52"W.. for 1282.48 ft:'d to 'J poinl of Intersection Nith the North right-of-w'1y line of DrUid Road (a 100 fout "9ht-of-wo;), thence S89"14'CJ':,' E, 'Jlon9 said North ri9ht-of -'Nay I,ne for 490 21 feet to lbe POINT OF BEGI~NING; thence leaving said North line, N.O 1'0 1'28"E. for 1 00.00 feet, thence S.89'14'05"[. for 1 COO ~eet, thence SO 1'0 l' 28"W, for 1 00.00 feet to the point of intersection WIth the North ri':jht--of- woy line of the 'Jforesold Druid ROG,j, thence ~89'14'05"N, olon,] s'Jld North ri':jht of-woy I,ne. fe,r 1000 f<Jet t" thE' PO,NT OF 8ECIM>JiNG (fV Kimley-Horn and Associates, Inc. Net Ac.reoge Being 13.13 Acres More or Less. .--.-.. , , -, C> C> C> 0.J 0.J 0.J 1..0 0.J 6::i o 'lJ .D OJ LL o OJ ~ c..n .$ o UI ~ OJ Q) r; U) .- u o '" u .- c... Q) +-' <t! .$ c... ,t! Q) U o :r: IX) C> r-.... CO ..n CO '<J' C> .- I ) F CIA. )J~OI"'~iJd o 2,'N OH'W CJbI. Bo_ r.I.R. IB .::61 p. ... vr.fI ~Jz.4I'(l>)) . of Qf:'f7I NOI 'OO'~2"E (D&R) N01'01'20"E (F) .... ~. .... ~... 10 -~--~--~--~----------- ~---~~~~~-~~ ~~Jf_.. -~~HAl~ DR,Iv1:'ItA'0 '" ~~., lj[3ot1o.Jt'l r Building ~etbock Lin(:!s ..... ~ Va;ye c.>e .-I -~-~-~---~--~--~--~-- - 2~'-- Sf.R. r.I.R L8 ~776 OJJ'S o ve'N G~.~ 's' clF .1. F.I.R LB 5771 o I~'S. o o~'/I S01 'Oft rW f100.00' (F) NOl'01'Za"E 100.00' (0) ". If II II II II ~ I ~ I :// II n- II II \\ " .. <;[ ~ ) I ~ r) err ,oF I ~ U " e 8 u 1\1 I. ~ l~ ~ ,- ~ << 0 "0" I.' 0 L;::- eg" ,-j..: soo' j f ';! c , I ----T---- -___1____ I ____.L____ I - - - - ~- .- - - 1~,7t ---_.1.____ I ----+---- : I = --g-t-g--- -_.lL t-.~-- 0{) I 0{) - _.r-_ t-.....---- I ---- t~L_- I ----T---- I ----T---- I - - -- T - - - - ----t---- (~~ :) V ~1 4J ~J I il c ~I ~ I ~1 4J -I ~ _ ..J .. ~I ~ o 0 <l. N '-'llcel Pt'st--.~, )~: -"DII~ ~29 6~ '" ~ 'l & t. e I ~ < < ; , ~ I < < ; ~ -:: '" ) ..n """ Retention Pond or: ~'-' ~ ) ~~ N ~~,:d ",0 1~ "Y"..t N~ I ~~ 500' 4.il ~ ~ r I q 'I - ~ '1-r - i - - l.'z-'T-<r-- o ~ ,: 0 ~ -"'-:i- -.a: -- ;2__j_+ _~_.. - --~-:+ - -.- "''' ---1-'+--- --,-t--- - - _"LJ. _._ ~ --,.Ul--- ~ 4G ~ G0t'S U1nJ_-.,.....ur>d : C<Jnc. $I~' 1:1 . '" ",.,,,,'1:; I ~I 'Ii 'I ~~ I I I ":.;PHAlT DR!~'Ii"Y t ~ I I i J. ~ I I I I I I ~ ~ ,,)<. 4i61 " '5ttel Pu.,t--~ ::I '" ~" L$ ~- / " < / V ( V/ /' ..J) ,/.-- \'- " /' () \ v , <Ii d '\ u.r .... TLI AJe 'Cim \A&,...,. ( J__ -I ) / II \\ \\ " o '" [?i I I I 'W 5. :I' g 0' 0 .)l-, '" .. .5t .... I ,. ~ j I .~- 4'~ Cone '" ,. Dr'~_ay "- ~ .::," /..., " .../ " A ,~.", <l' P,_, ,.,!fr...,'l , j , :., :3, ,., // * / < " / / './ ~ ..", (") " /'1 "_' Iv ~~ "'''' >O.llI ~ at ~~ ~~ ~j I", " lar; C, j;;l! i~~ :~ rei)" ... Irr 10 "'J IN <0 " I. ; i;B L' I Ii ;~ ~! I. y I Jli4.5' ~ " o .5t 8 " .)l- :'2 .... _ <~_ltc.P. ---::.q ~ \ I '000' --- ~ !- \ \ Nut.,.. t..Ioin \ \ [o""rr,ent r., i '1 . ::.012 i \ I .O.R 9026 P9 "'2 I '" .. I I ~,~ '""'~ \\. : I ' II \ I ' z ' \~ , !l()11 <II II : I g ~\\ 8 8 .5t .\I~ 1 j ::? \I~ ",' \\ I I I Z \ I l' II '" \ I 'S I II; n .,\:; . : " ~ \\ G ~ II 'Wh)' ,.e." h:-..:::J_,:-_,~o.': ...7 -- ---=-=-=~1-:- - .=.=-: ~;. ~ \ of: ;~ ~g.1 // rf'l If <4 aI ~~'I"I ~I is Z '\.1 I\'\- '\ I I ~ ! \ " t > ;; J :~ " ~ h i~ :,: e ----... ~ ----... ~J.4 ~-,./ Rolentlon Pund ., ~ " ~ I r II II II II II II ,l ~ - Buildinq Setb.,d L,nes :~ ~~un / _- _- / -- -- -----" I / '--.'-- ~- ,/ N ~ I - , i i Ie "I il I ~i a a: I FIR d .2 '='1 La ~7,a ,- Q. 122'S ill ,g'N ~ I) I I >0" :xJ17 4:" -'ll .':!:.. ) f ~.. Post 38" R.C.P. 1 -------- t------ -----,---. - ----- ~._._--~ '---.--.- · 0"", - . 5' Clf ~ '&~SOl'Ol'W;'(Rr='~-OIiIl"'~. r- 5,{!I'W ---- 50HII - sa9'4'05"E 10.00' (O) 589'20'08"E 10.00' (f) - N89'4'05"W (D) ~ 10.00' (D) 5 (~Y<c 5 OHN 5 Oh'l/ G> LEGAL DESCRIP TION EXHIBIT "A" A Iract of land lying wilhin Seclion 18, To...nship 29 Soulh, Range 16 Easl, Pinellas Counly, Florida ond being more porlicularly described os lollows: NORTI-fWlST CORNER Of TI1E SOUTI1EAST 1/4 OF SECTION 18-29-16 round Iron Rod I" Sunny Grove Mobile Horne Pork (Acerage) SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA sa9'41'1a"E 6.H.10' (R) S8nO'~5"E 634.35' (D~ .... 'i (tl82.4I'(0)) O/A , ~ (5,'.~e'(l>)) -..2-.'U-, _.~ 2 01.11 {3-- . 2 0Ii'1I . ~ 2 )h/l -v--- 2 OI'W "'Co 0"" ~'.;,'~:tlC. ...- ~~,;~:tito'. ,. -:---=-;- \. CLF' .~~""'''~......~~~., '" " ,,"\ ""\''\S''';~Y6',~'''X,:~~~.~." " ........ "I: '\",,\,'" Gal. SOl 'OO'52"W, 850.00' (0) SOl'OO'~2"'" 33\0.02' (0) SOl'OO',52."W 50.00' (0&1&11) '\ 1231.6\1' (O) ~ 1232.48' (R) "1 P.O.B. I.. 1231.88' ~F) ~I I FIA '/2. 1 ~ I. I. . '111. .~~ S' CtJ '0' r -1 - 2~'-' 't<.1''' - ,:J ,L 2 (A-./I__.1 '__ Ii 4p.o.,B. (Pare.. 2) 0/ V~ ~ 2)t/l ----"k~. ---20"/1 p---- 2 01:/1 --1!1!r1F=='--- x_ x . IC IC II II .IC .~. "~.-J{"--'- .. I. l( Il J _I( It I ~'-_.- (;>-. 15" '.'<<tlt.(j Cone, et. I Curb (l1f.>) ! ( 'I :$lXlFeS' 201:/1 -g (28002'(0)) '=='= rpCl I.leter vn ..oU rife "Noy t-100k up I)fl wall ~'.'2 , 19 ;Spo~es ! j i !>C...S A-;l'h'l't ;:;;,r"'r"~ I 119 I 9 t II II ::' I G:: ~ J: j8 ~poc~s I II I It. II, II' ' I' II 18 spocbs l Ii I Ii ~,/l----J 0:11 I ~II 0/1 ;"/1 oJ. . II , II I:!III :!III II ,II I /I a/l I" 0 II g .11 18 1Pocts , I I' II II /I :J' I:' II /I ' 18 Spoc#s II II I II /I II II II 6 I II It II <,<",,, . '.." ,,,' I ~ t II ~e.1 II I ~ II \tl '8 Spaces jl; 0 I: ~ .\~\ ! . I' I: II '.. ~'/I II 18 ~poC:es -, II \\ ~ II \1 ~ ~II \\.. ~I "'II II'". :., II 1\" I-II II~ II 'f.... ..' '<>[J' ~ \;1 I 8 I: ~ .'\. ~ II 1() SpaCllS I II , ~ ,,\~ ~I ~:: , -L- ~ ,\ ~ II ,t; ..Il \1 10 Spaces ~'I '11 - . \1 0 II ~ II co'l II .. dO \1 II ~ ~I ~ II I II I' "I II II 0; 0 II ~ /I 10 SpQces ~I II II !l II '.ll I.' I; '- ~~I'O(tor .-/,' :: Por~'nq Only :10 ~potes II II , I' II II II .11 II ~: Ai."'" , ....") 0",~1I 'yll "'II 'y II '~II :: \0 Spaces 0 II 0 II II II II :: 10 Spaces . :: J! : !i ~===2~'~~==-=::==-=O .11 ~" rill ~" II N38'4Q'12"W 25.25' (O~ S38'4-0'58"E 2527' F) '\>J..i~..jlt Pc) .e'rT'crI1 G~fJ ; ; : ~"Ilj-J-Ll ~ I I I ~ ~ I I I to t'li ~ ~ ! 18 ~a~e!s I ~~ I -- 0 1,1 $paces (I t/ l(f:~utivn Vo"!v. BJ"Jl /..--- ) ,- ~o /" < v - / / ( v /' J v~ \' " /' () \ \/ , i ~ ,0 <. ;vi . : 3 1"0;", .(-.,"2/, ,...,. "',;.. _ . '. ;/ " J ,I _1,";1 ,,/---- , .( \'- "...... , 8 Spocn '.j, j' (l \ /. ,/ <. ./ , " ,/ ~ "'>. (~ " 0" ,J '5 ~1locks \" , 10 ~poces 0 8 ~1loces ~'\.".l'J' . ~/~l/ ",,04.. .'. ~ ~ ~~ r I I ::, ~. 1 I f , ~ 1 r I -,~L.~--~- .~ i. ~~~ I I I 7\0 ~ I I 1 ~ I I I l5.,lj I , , _( "I ( ) ~.~ , in o . J E:e-c Bo.>: f> , U ~ . 8 '" / <./ " v/ ,,- ,\, C' '-... /'1 ,j Iv' 8 u .~ ~ .~ j / . ~ ~'':.''. ~ c ~ -+ ~ u . . ! " '\~' .., ,"-li~V/ //,~ , . .' c~ _ "~.,., t,,'<"'1... ,~..'A!, \1::, n C"'u.?,'n'~\,p) ,,', - - _ U '/ ~ . -;ii -Ea::~;.n~O;", 3- " Hi!lh C"", Noll ~ 101 J' ". . ~~ !} R 90"6 P9'442 .,~,*, 0 /.... 18 Spates .A'I,"Ji' .J."''',::,'.( Si':Y' (:~l.~~:~l ) ;~ I I 1-- I P.O 8 I (R/N TG~in9 I Per O.R. 934 I Pq. 1408)_ N76'0l'2J"W 47.6J'. (0) S76'00'26"E 47.63' (F) 8 o .5t 18 Spa(es ' ~1.S7 :!I1,n )1," < S ~1 ~ l'$l' ;>o;e '" , ." ." ~ 16 Spaces .' ,'" 16 Spaces ~ Alummium Frome \JnQ Ple~'gf<J. BU1ldJl"1g 6,170 Sq FI t.A OL ,'" ,'" tl' 517 .... < < .. ~ ~ ~ ;:.. " "I." .... .... '\-~~ j ~ ~ .. d ~ ; ~ ; j ~ :: ~. ~ it 1.__'" t "'~'''' """ ,," "'" '''' ""<50'" """<"" ".. ~ ': " <' ~ ~;I' I;. '. ,,~ : : '. :,".:.: ~ : ~"':'. : :~'<:"~"'.;Jj; I,g ~ ~ ~ ~ j t to v" ~ - -Y" - ~ (: :! 1 ~ '! ~ oft "'.l ~ ." ~ ~ ~ S lI: 'I It: , ~ !C iIt: ,,.!Ie '! ' -. "" ~ of """ "" 3'3, ,), %J "'\'./" 'I 'I: :! !!!'> ~. I i"a s "" ~O~" 05 St... Column (I,p) L--.:!:..L_< . i: ~ ~ ~ '.!::r ;~ ':f! .'.!:~~ ,J,~.. .,'~ ~ ~ ~ ':f ~ ~ :!-~.,~_.. $I..I~ & ~ & .. S , A 1b 'lJla 2'.t !; e ' e ~ & & "'-"':$ $ 16' CtF (on C0nC~'Nuflf~ \:I ,'I: '! '! ~ _ ~ r---f---------.o----__ . ~~~~e .~. ~===~====~=========~==============O================== Ple~;, o. Podjtl<.)f\ "........ , u.. '--0 tI... '- it; N.......... I~ ~8e. g;;g, ~~8 W$. ~'io~ ,.,r '" r-.~~ t'1;a \1lZ ~ 101,.,3' JQ4.J' Pie),.~l(JS Cun,:>py ,3,06.3 Sq_F t It,4 O.l ""-;:.,1,,1 f;',,"-"'-(f"" o 10 Spaces '8 :~ac~s ~ *. 16 ~oc~s I 0 r:. Buildin9 Se'back LInes ----- "............. ~ N8~'41'1!l"W 1287' (0) ---......... S89'39'02"E 12,,64' (F) TrufflC SI:p'lJf BOl( Me1j TraffiC ltyht Fto.e _ _~_ .+-_.__. __ ____~8_:pac~~..J___~____ _ T'~~,,~9~~, B~ 10._...;....... F~libTi' ff~ 101 J' ;., i Cone. Slob 6- V",-tit.'lJI Cuncrete I Curb (fiP) 'SI' ~8' 0 CunC. Dri~(...o-Y:---------- II.... ...{r~ 1 Ut-;N -- 0- o ... N01'01'2!l"E 211. '(ID&R) O/A SOl '03' 49"W (F) S.;>.,.~ . '..? <9" ,.. (0) L. 15' EOScWieflt City of Cie",r.ot~ OR 234" Pg 61~ Umits of Ingress ond [\j<ess Access [oSolT,..nt P'er O.R. 8864 P9. 1192 a 06 oJ) r5s .$.;>, (0) SOl'01'28"W (D) 218.08' (D) TfOl!te WiJA,'Woil t;.1 G> NORTI-iEAST CORNER OF TI-iE SOUTI-iEAST 1/4 OF SECTION 18-29-16 FOl..md P.C.E.D. Commence at Ihe Norlh-..esf corner of Ihe Soulheast 1/4 of said Seclion 18 for 0 Point of R.eference; Ihence South 89040'55" Easl along the North line of said Soulheasl 1/4 lor 83435 feel: thence leaving said line South 01000'52" Nest. for 50.00 feet 10 0 point on Ihe Soulh right-of-'Iay line of Gulf To Boy Boulevard (0 100.00 fool right-of--..ay) and the PO,NT OF BEGINNING: thence along said rlghl-of--May line South 69040'55" EasI for 511.65 feel; thence leaving SOld line South 01001'28" Wesf, for 2' '.00 feet: Ihence Norfh 89040'55" Wesf, for 11.20 feel; Ihence South 01001'Z8" Wesf, for 957.'34 feet 10 0 poinl on the North right-of-'May line of Druid Rood (0 100.00 foot righl-of-'May); thence North 89018'36" Nesl along said righl-Of-'Iay line, for 500.21 feet: thence leaving said line North 01000'52" Easl, for IZ31.69 feet; 10 Ihe POINT OF BEGINNING: less the South 100.00 feel of Ihe East 46024 feel thereof. LESS and EXCEPT Ihat parcel of land conveyed 10 Stale of Florida Deparlment of Transporlation by Worronly Deed recorded May 11, 1996 in Official Records Book 9346, page 1408. public records of Pinellas County, Florida. Commence at Ihe center of Section 18, Township 29 Soulh, Range 16 East, Ihence Saulh 69041'18" East along the Norlh line of the Southeost 1/4 of said seclion and along the cenlerline of Gulf-Io-Bay Blvd. 834.10' 10 0 point. Ihence South 01000'52" West 50.0' 10 Ihe Soulh right-of--..ay line of Gulf-Io-Bay Blvd. thence South 69041'18" Easl along said South line 327.46' 10 the point of beginning, the,nce conlinue South 89041'18" East 16420', Ihence South 0100/'26" Wesl, 30.88 along 0 line thaI is 11.20' East of and parollel 'Mith Ihe West line of the Northeast 1/4 of Ihe Soulheasl 1/4 of soid Section 18, thence North 69041'IB" Nesl 12.67', thence Norlh 38040'12" West 2525', thence North 69041'la" Nest 108.98, lhence Norlh 16001'23"Wesl 41.63' 10 the POINT OF BEGINNING. OTHERNISE DESCRIBED AS: PARCEL I: SURVEYORS NOTES and REPORT: I. Use of lhis Survey by anyone olher Ihan thou Cerlified 10, 'Mill be 01 their sole risk -..ithout liability 10 the Surveyor. 2. This Survey 'Mas mode 'Mith Ihe benefil of a commitment for Tille Insurance by Chicago Til!e Insurance Company, A.L.LA. Commilment #50'3600913MT doled December 4, 1996. There may be addilionol reslriclions alfect,ng subJecl properly nol sho'lIn hereon that may exisl in the Public Records of this cO'Jnty. From the center of Section 18, Ta...nship 29 Soulh, Range 16 East, Pinellas Counly, Florida, run Soulh 69041'16" Easl along the North line of the Soulheast Quarler 01 said section and along the cenlerline of Gulf to Boy Boulevard 834.1 leel to a poinl: thence Soulh 01000'52" West 850.00 feet 10 lhe point of beginning of lhe properly herein described; thence continue South 01000'52" West 432.48 feet 10 the North line of Druid Rood (IOO-fool righl-of--..ay); Ihence South 89014'05" East along Ihe Norlh line of Druid Rood 50021 feel 10 0 poin'; lhence Norlh 01001'28" Eosl 436.44 fee' to 0 painl; lhence Norlh 89041'18" West 500.32 leel 10 1he poinl of beginning, !ess the Soulh 100.00 feel of lhe Eas' 460.24 feel thereof, and PARCEL 2: 3. Underground inslallations and improvements hove not been localed unless other-"Ise noted. 4. Bearings based upon 1he Norlh line of Ihe Soulheasl 1/4 of Section 18, To...nship 29 Soulh, Ronge 16 Easl, os being S89040'S5"E per the Pinellas County Coordinale System. 6. Subjecl to 0 Ten foot (10') -..aler main easement 10 The City of Clear'Maler. Flollda. per O.R. 9026 Pg. 1442. This is 0 non-plotlable easement. From lhe cenler of Section 18, TaIWnship 29 South, Range :6 East, Pinellos County, Florida, run Soulh 89041'18" Eost along Ihe North line of the Southeasl Quarler of said section and along the cenlerline of Gulf To Bay Boulevord 834.1 feel to 0 point: thence South 01000'52" West 330.02 feet 10 the South line of the city limils of Clearwaler for the point of beginning of Ihe property herein described; thence conlinue South 01000'52" Nest 519.98 feet to 0 poinl; thence South 89041'18" East 500.32 feet fo a point; thence Nodh 01001'28" Easl 519,98 feel to the South line of the cily Iimils; thence Norlh 89041'18" West 500.41 feel 10 the poinl of beginning, and PARCEL 3: 7. All 'Jnderground ulllitles sha...n hereon were token from Paving, Grading and Drainage Plan, and Sanilary Sa-..er and Waler Dislrlbulion Plan, Prepared for Stiles Development Company, by King Engineering Associales. Inc. and from Cily of C!ear...ater Record UtiJitily Mops. 9. Ingress and Egress eaHment for refuse and garbage collections to Ihe Cily of Clear'later, per O.R. 9026 page 1442. 10. Legal description per O.R. 8864 Pg. 1180 as provided in the litle commilmenl by Chicago Tille Insurance Company. From Ihe center of Secfion 18, To-..nship 2'3 Soul", Range 16 Easl, Pinellas County, Florida, run South 69041'18" East along the North line of the Soulheost Quarler of said seclion ond along Ihe centerline of Gulf 10 Boy Boulevard 8341 feel 10 0 poinl; Ihence Soul" OlOOO'5Z" Nest 50.0 teet 10 Ihe Soulh line of Gulf to Bay Boulevard 10 the poinl of beginning of the property herein described; thence continue South 01000'52" Nest 280.02 feel to a poinl on the Soulh line of the cily Iimils of Clearwater; Ihence South 89041':a" East along said Soulh line 500.41 feel 10 0 poinl; thence Norlh 01001'2a" East 3.02 feel to 0 poin'; Ihence Soulh 89041'18" East 112 feet to 0 poinl; thence North 01001'28" Easl 211.00 feel to Ihe Soulh line of Gulf to Boy Bou!uard; thence North 69041'18" Wesl along the Soulh line at Gulf 10 Boy Boulevard 511.66 feel to lhe poinl of beginning. II. Tree feeder syslem in the paved areas nol located or sho'lIn hereon. TOGETHER 'WITH: on easement for ingress and egress over the follo....ing properly: ALSO LESS that porcel of land conveyed to Stofe of Florida Deparlment 01 Transportation byWarranfy D'eed recorded May 11, 1996 in Official Records Book 9346, page /408, public records of Pinellas County, Florida. 12. Building Selback.: Front: 25' + (25% heigh I grealer Ihan 20') Side: 5' and 10' + (25% height greater than 20') Rear: 25' + (25% height greater Ihan 20') A Iract of land lying -..ilhin Section 18, Ta...nship 29, Soulh, Range 16 Easl, Pinellas Counly, Florida and .being more particularly desCllbed as follon: 13. Subjecl properly oppears 10 be in lone "X" (Area oulside 500 yeor flood plain) according 10 Federal Insurance Adminislralion Flood Insurance Role Mop. Community No.125096, Panel No.OOll-D, effective dole Augusl 18, 1992 14. SIondard Parking Spaces Handicap Parking Spaces Total Parking Spaces . 644 14 G58 A Tract of land lying ...ilhin Section 18, To...nship 29 Soulh, Range 16 East, Pinellas Counly, Florida and being more particularly described as follon: ALSO TOGETHER WITH 0 non-fXclusive Drainage Easement os creoled by and set forth in instrument recorded in Official Re~ords Book 8864, Page 1183, more particularly described os lolion: 15. Underground Irrigation Syslem 'IOS not mopped or sholln hereon. 16. Access to the subjecl 'properly is by 'May of Gulf 10 aay Boulevard and is Il'IOinlained by lhe Florida Deparlment of Transporlation and also by Druid Rood and is mainlained by the Cily of Cleor-..ater, Florida ond also by Ingress il Egress Easement per O.R. 8864 Page 1192 and 10 be mainlained by Ihe "Grantee". Commence at Ihe Norlhust corner of the Southeast 1/4 of said Section 18; Ihence S.8904I'la"E. olong the North line of the Soulheast 1/4 of said Seclion 18, for 634.10 1881; thence leaving said Norlh line 5,01000'52""", for 12a2.48 feel 10 o point of inlersection 'lith Ihe Norlh rjght~at-'MOY line of Druid Rood (0 100 foot right-of-tray); thence 5.89014'05" E, along said Norlh righl-of-way line for 490.21 feel 10 the POINT OF BEGiIlrNiNG; thence leavin9 said North line, N.OloOI'2a"E, for 100.00 teel. Ihence S.89014'05"E, for 10.00 feef; thence S.01001'2S"W, for 100.00 feel 10 the point of inlersection 'lith the North righl-of-'Ma)' line of the aforesaid Druid Rood; Ihence N.890I4'05"N. along said Norlh ri9ht-ot-way line, for 10.00 feet '0 Ihe POINT OF BEGINNiNG. Nel Acreage Being 13.13 Acres More or Less. \ e ;0 ~ "! ~ __a'.ll.v~__ _ ---------- Cat"" Bo"" ~ ~ ::I It) <: a. ~ <: r a. v> ~ ~ c o ~I o .. " ~~ 'l.:"li ~~ LJ vi .. 5 "~ OQ ~~ ~;; ~ .w.w ~ ~ ~ <0 '" .l; ~~ a ~I ~ ~ ~ ~ -, O'~ l '" e ~~ .t:i ~- s~ .... >- ~ ~ '" CD - 8 ~ ) e: OQ N rJi <0 .. j ,..... ~ .. ~ ~~, f ~ <: a. <: ~ <: L COACHMAN ROAD o <l t.l Z t.l t.l :.c (F) (R) (0) (M) (C) PG.(s) O.R. P.B. (RAO) R 6 A C CB S.I.R. - .)i-- M---- .. o O/A F.I.R. FPK&O F.O.P. F.C.M. P.C.P. (xxx) LB P.L.S. C.S. CONC. S/W CL R/W DS F.X.C. o PVC R.C.P. F.P.C. AC. M.O.L. :t SEC. TWP. RNG. P.O.B. P.O.C. P.C.E.D. ClF OHVv '.J-.i'M &::I ~ M -"'..,. -GL- -RS- LEGEND I 25 .50 i 1~0 I-""J ~ GRAPHIC SCALE (1"...50.) Denotes Field Me'Jsurement Denotes Data per Recorded Instrument Denotes Data per Deed Denoted Measured Data.' Denoted Calculated DatI.}; Denoted Page(s) Denotes Offi.cial Records Book Denoted Plat Bock Denotes Rodi'JI Line Denotes Radi'.Js Cenotes Celta Denotes Arc Length Denotes Chord length Denotes Chord Bearing Denotes Set Iron Rod & Cop (LB2610) Unless Noted Denotes Chain Link Fence Denotes Catch Basin Denotes Overall Denotes Found Iron Rod Denotes Found Parker-kalon Nail & Disk Denotes Found Open Pipe Denotes Found Concrete Monument Denotes Permanent Control Point Denotes Corner Marker Designation Denotes Cor porate Certificate Denotes Professional Land Surveyor Denotes Concrete Slob Denotes Concrete Denotes SideNalk Denotes Centerline Denotes Right-Of-Way Denotes DONn Spout Denotes Found Cross Cut Denotes Light Pole Denotes Power Pole Denotes Guy Pole/Wire Cenotes G. T. E. Marker TO o <l o '" W .J: U -i W <Xl Polyvinyi Chloride Pipe reinforced Concrete Pipe Florido Po", er Corporotion Acres More or Less Plus or Minus Section Township Range Point Of BeginninlJ Point Of Commencement Pinellos County Engineering Chain Link Fence Overhead '\vires Water Main Mitered End Section Sanitary Sewer Mon Hole Fire H ydran t Sign Water Flow Gos line Rain Se...er D ep t. 5 01- " L~ w.... ~t".-~'--=.=~= ~ 0,,",' =~~~~,~.,~ ~ ()j.:l' ~~--,- -- ~ OhW -- F- -=-=-~~w ~.______ ~ (n:'N -~-----._~------------_.. t?-.~- '5 (>>,ift -----~-- ~ GrN ---------.-.~--,-_._.. Li. 5()t..N ~--~---{;T- 5C*w -- -------- 50hW------__.________ 50l-".w '- West llf,e florl'jo Pc~er Corporation Rlyht-uf-- Nay Florida PONer Ce'rporotlon r"<Jht-of- N<JY OR. 1408. F'-:j 735 ~ e. ~ rn 0{) -~p 0 B ~ In9ie-'iS &: ~ ~.';,;:,~:)".rr\o! I ~ 49.8~"(F}' 'Q., -j r €J Denotes Well , " DRE'N GULf DRUID BELLEAIR Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes lIB BAY BLVO. ROAD ROAO 7 ~-, OLO TAMPA BAY VICINITY MAP (NOT TO SCALE) (1) q ,... (1) ,,() (1)'0 ~ ,,() .. 1<1 0{) a~ cx:~ ct' >Q:!~N W ~ ". ~ ..J p(') T '"j ::;:11<10000_ Qct"''''Z a) 0 <J) 'J> '..lJ Lcr~~ ~..J ~ 3~: 2 ;; l-lJ..cl~ a.. <J) 2.{l- ~~ ct I- Commence at the Norlhwest Corner of Ihe Southeast 1/4 of said Seclion; Ihence S.89041'18"E, along lhe Norlh line of said Saulheast 1/4 for 1345.11 feel; lhence leaving said line, S.01001'2a"W, for 50.00 feet 10 a poinl on the South right-of-'May line of Gulf-To-Boy Boulevar.j, laid point also being the POINT OF BEGINNING; thence S89041'BI"E , along aforesaid righl-of-way line lor 60.00 feet; thence leaving said line, S.OI001'28"'N , lor 218.08 leet; lhentt S24002'29"W, for 156.52 feef; Ihence S.OloOI'OO."N., tor 8'4.86 feet 10 Q point on the Norlh rlgt\t-of--..ay line of Druid Rood: thence along said line N.890I4'05"N, for 10.00 feel 10 0 poinl on the 'West line of 0 Florido Pour Corporatiall Rig"I-of-Nay as recorded in Official Records Book 1408, Page 735: lhence along said line the following three courses: N.0IOOj'28"E. for 959.44 feel: thence S89041':8"E, for 11.20 feel; Ihence N.0100l'28"E, tor 211.00 feet 10 Ihe POINT OF BEGINNiNG. .. . ti .f: o V) 0 vi 0 vi ~ >- ~ co ::::. u 'lJ -'" U 'lJ -<= 0 U 0 gf +oJ ~.~ ~i EU ~~ V) t.) ~ C (:J .2 U) ':3 cv) C c cO aU '- QC3 ..... c.nc C<1.> .;: E <1.>c <1.>0 C\.. . c::n > c C IU 11J ~ ~ x co ~ c c :;a ;:' 0 o a.. ~ II U ~ f- W (/) ~ ci (/) >- aJ I.. c 0' 0 v> 0 v <1 o U >- ~ m L> liJ Z f- 0> ;;~ ('oj o z o ~ <J) ;5 > :I liJ ~ (1 L> L> i.t: a i.t: I:! < ~ < !.oJ -i L> ~ ?: u 'd '" r v 0 'lJ u..... u c ~~.~~~ ~~Q)Q- ~.....u.....cou ao,..J~~~_'= tJ) _ C Cl.. - _ __ cOo 0 U 1/1 Q Q) \- r... C /1) 'llEvn.;:-- v .J t/) E 0 ~ 0 c\-~-::~u O-I....'O:J_O u V'l ~ coo \I) Co-a _lJ'I 'll c U <t LCU-'1)O -- C" .;:. 0 +- (j) C:. - +- (j) ~ r~~~~.-:tl ~,-^~~:~~ '1> ~ (1) Ct: ~ ~ ~ ~Qj~~~~~ ~,LLl...iQ)~ o~__~~_Eo +-- _ ;.>o-..'ll c: ~ - _. c- '-- '1l >.. cQ.lco..E>-.0:: rJ)V'lOfj);;::I-D-= EQ)uou _0 ~~~~g~~ (l\/'IC""" -+- (> C 'l.l ':'! 0 ;J (T)....- ..c. ,L ...: 0 ~'u;:=~-g-.c C <lJ .r:. c 'U '""= I-u"!.!.~oc,~ I- (j) <.{ W <.0 <!~ 02 1--<1: 00::0:: (LOI W-.JI- OLLS .. (j) WO::::Q) 2W(\J 01-0.. I<!I W3~ :1:0::::3 1-~2 -.J(1) u (f) Z o l- n z o U <D Z I- (f) X W 2 o I- U W (j) W .J f- f- u (/) w a C1 C> C> o (\J (Tl ., <Jl ('IJ U:::i o (D D (]J LL o (]J ~ Ul J o (\J (..)1 ..... (]J (]J .c: U1 ,- o 1:) to U ,- '- (]J ,+J to J '- to (]J U o :I: co C> r-- CO lD a:l ~ C> ,- I GENERAL NOTES: I. LOCATIONS. ELEVATIONS. AND DI~~NSIONS Of EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INfORMATION AVAILABLE AT THE TIME Of PREPARATION Of THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS Of ALL EXISTING UTILITIES. STRUCTURES AND OTHER FEATURES. AfFECTING THIS WORK, PRIOR TO CONSTRUCTION. ALL PLAN ELEVATIONS ARE BASED ON NGVD. 1929. 2 PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, CABLE TV, COMMUNICATIONS. SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE. REMOVE OR CAP AS NECESSARY. 3. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS Of BURIED UTILITIES AND SHALL CALL "SUNSHINE. AT 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS Of BURIED UTILITIES. 4. THE CONTRACTOR IS RESPONSIBLE fOR REPAIRING ANY DAMAGE TO EXISTING fACILITIES. ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT Of THE WORK PERFORMED, BY THE CONTRACTOR OR SUB-CONTRACTORS, AS CALLED fOR IN THESE CONTRACT DOCLJrvENTS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME fAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIfiED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSfRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION/REQUIREMENTS. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. ON ALL PRECAST AND MANUfACTURED ITEMS. TO THE OWNER'S ENGINEER FOR APPRQVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESUlT IN REMOVAL AND REPLACE~~NT AT THE CONTRACTOR'S EXPENSE. 7. ALL UTILITY SERVICE STUB-OUTS (WATER, SANITARY SEWER. etc.) ARE TO BE INSTALLED WITHIN 5' OF BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. 8. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF VNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC FACILITIES. 9. SAfETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT. ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE fOR THE CONTROL AND SAFETY Of THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. C. THE MINlrvtlM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE Of FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS. SHALL BE fOlLOWED I N THE DES I GN. APPlI CA T I ON, INSTALLATION. MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROl DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. D. ALL TRAFfiC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROl DEVICES PREPARED BY THE U.S. DEPARTMENT Of TRANSPORTATION FEDERAL HIGHWAY ADMI NI STRAT I ON. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE . fRENCH SAFETY AC T' . THE CONT RACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGUlATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO Ca~LY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S I NFORMA T I ON ONLY AND DOES NOT I rvFL Y THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'TO OBTAIN AN "ON-SITE PIPING PERMIT' (If REQUIRED) FOR CONSTRUCTION OF tHE PROPOSED UTILITIES. THIS PERMIT ~ST BE OBTAINED BY A DULY LICENSED PLG~ING CONTRACTOR (OR CLASS A GENERAL CONTRACTOR) PRIOR TO THE START Of CONSTRUCTION. THESE PLANS AND ANY SUBSEQUENT REVISIONS TO THESE PLANS. THAT ARE ISSUED BY THE ENGINEER. WILL BE SUBJECT TO THE APPROVAL CONDITIONS OF THIS PERMIT. II. THE GRAPH I C I NFORMA T I ON DEP I CTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS. INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. 13 ALL UNDERGROUND UTILITIES MUST BE IN-PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 14. WORK PERFORrvED UNDER THIS CONTRACT SHALL INTERFACE S~THLYIVITH ANY OTHER WORK BEING PERFORrvED ON SITE BY OTH~R CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO Coo'RDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY. AS BUILT: UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER .IVITH CCM'LETE 'AS-BUIU' INFORMATION, CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS-BUIU" INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS GRADE BREAK LOCATIONS AND ELEVATIONS FOR PROPOSED CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY (C.O.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION HAS BEEN RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. CLEARING AND SITE PREPARATION NOTES: I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INS.TALLATION OF THE EROSION CONTROl DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS. PRIOR TO ANY SITE CLEARING AND/OR DEMOliTION. REFER fO THE "EROSION CONTROL NOTES. SECTION CONTAINED HEREIN FOR ADDITIONAL REOUI REMENTS. 2. PRIOR TO ANY SIfE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL fREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE(S) SI~WN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SEEDED. MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE ~ATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES. UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKP I LED ON-S I TE. AS 0 I RECTED BY THE OWNER OR OWNER'S ENGI NEER. OR RlMQVEQ FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR R[~VING ANY EXCESS MATERIAL FROM THE SITE. 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OfF-SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIRE~[NTS. 6. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAfLABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. 7. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY CONSTRUCTION FENCE AROUND ENTIRE PERiMETER OF PROPERTY TY~E OF FENCE TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR APPROVAL. EROSION CONTROL NOTES: I. CONTRACTOR is TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIERS (HAY BALES OR SILTATION CURTAINS) TO PREVENT SILTATION Of ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, fAUlCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAfFIC IS TO ENTER AND EXIT SITE. IF. IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 2. THE CONTRAC TOR SHALL LI M I T THE 0 I SCHARGE OF lURB I D WATERS OFF-SITE. OR INTO ON-SITE/OFF-SITEWETLANDS (IF APPLICABLE), TO NO MORE THAN 50 JTU's (JACKSON TURBIDITY UNITS) OR 29 NTU's (NEPHELOMETRIC TURBIDITY UNITS), ABOVE BACKGROUND LEVELS. 3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION. THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 4. CONTRACTOR SHALL INSPECT AND MAINTAIN ON A DAILY BASIS ALL EROSION/SEDIMENTATION CONTROL FACILITIES. 5. THE CONTRACTOR SHALL ENSURE THAT SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMv[DIATELY REMOVED AND PLACED IN UPLAND AREAS. PAVING AND GRADING NOTES: I. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) is TO BE EXCAVATED AND REPLACED WITH SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE OWNER, THE OWNERS ENGINEERS, OR OWNERS SOILS TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED 'WITH APPROVED MATERIALS AND COMPACTED AS SHO~N ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACOUIRING ANY PERMITS THAl ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COlLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVE~NT AT LOCATIONS M1ERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOfED. REFER TO THE LATEST EDITION OF F.D.O.T "ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 8. PRIOR fO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE SOILS ENGINEER FOR APPROVAL. . 9. CONTRACTOR TO PROVIDE A 1/2" TO I" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUtMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER POURED 10. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 117346. ". THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIRE~ENTS TESTING AND INSPECTION REQUIREMENTS (PAVING/GRADING): I. THE CONTRA~TOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE SO I LS REPORT. UPON COMPLET I ON OF NORK THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN-PLACE MATERIALS AS REQUIRED BY THESE PLANS, THE VARIOUS AGENCIES AND PER~IT CONDITIONS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUI RE,\1fNTS. THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING STORM DRAINAGE SYSTEM NOTES: I. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." . " 2. ALL STORM SEWER PIPE SHALL BE REiNfORCED CONCRETE CLASS III (ASTM C-76) UNlESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNlESS OTr{RWISE NOTED ON PLANS. EROSION AND SILTATION CONlROl: GENERAL: ALL EROSION AND SILTATION CONTROl METHODS SHALL BE IMPLEMENTED PRIOR TO THE START Of CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY MUlCHES SUCH AS STRAW. HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY Of THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION. WHEN CONSTRUCTION IS COMPLETED. DETENTION AREAS WILL BE RESHAPED. CLEANED OF SILT. MUD'AND DEBRIS, AND RE-SODDED TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES. ", (j) 0 to r-.: aV co a crV to w <ta,o co I- ~'])<D~ V 0 0 z ..J"'fog .. (/) ~"'O6 0 <t O<tNN 2 . COa<DoD '-' w .I: cr ~ ~ ~ ...J UO<O_ 0 <t W ...J -)( u . ~ 1-lJ...J. Q. U) W,.. o . I- C\j<t I C\jo.. 0 -;! (/) 0 <t (/) 0 l- v; C\j '- '"' v (j <D ~ D C (j) i - '-' ':! (j) (Jf .c 0 U 0 <D i-J E'~ f~ V) ~2 ~ Co x: 0..... CJ"l'S '"' x E1'J (j) <D D (- V) c: .EO .- C c C ~ ~<<S cO 0 0 .. aU 0 Q. ~ -- Q -- 0 ..... C\j CJ"lC ~ .~ l- II "- E w w <l>c (/) .I: <1>0 ci <J) c "- '"' (j) .......,.- ~ en::> <D lL C C c: a l.!j IJJ C7> ;;; 0 (j) <l 0 U >- ~ <D w 8 f- '- <l 3 0'- <'4 0 I. 3. PIPE LENGTHS S~~WN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES. WITH THE EXCEPTION OF MITERED END AND FLARED END SECT IONS, WH I CH ARE NOT I NCLUDED I N LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS. EITHER EXISTING OR PROPOSED SHALL BE TRAFFIC RATED FOR H-20l-0ADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXISTING DRAINAGE SfRUCTURES. 2 PROTECTION AND STABILIZATION Of ON-SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SIIE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL Of DUST fROM SUCH STOCKPILES MAY BE REQUIRED. DEPENDING UPON THEIR LOCATION AND THE EXPEClED LENGTH Of TIME THE STOCKPIOLES WILL BE PRESENT. IN NO CASE SHALL ANY GNSTOCKPllES MATERIAL REMAIN MORE THAN THIRTY (~) CALENDAR DAYS AFTER SUBSTANTIAL PROJECT COMPLETION. 5. CONSTRUCTION Of THE STORMNATER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF THE FOlLOWING: IssuANCE OF THE FIRST CERTIFICATE OF OCCUPANCY; INITIATION Of INTENDED USE Of THE INfRA- STRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY. BEST MANAGl~~NT PRACTICES: 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND \Nl-iICH ~ST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. TH I S PLAN HAS 8EEN PREPARED TO ENSURE CCM'LI ANCEIV ITH APPROPRIATE CONOITIONS OF PINELLAS COUNTY AND DEVELOPMENT REGULATIONS, AND SWFWMO, CHAPTER 17-25, F.A.C.. THE PLAN ADDRESSES THE FOLLOWING AREAS: I. GENERAL EROSION CONTROL. 4. SEDIMENT BASINS AND TRAPS. SEDIMENT TRAPPING MEASURES: PER I ME TER BERMS. SED I MENT BARR I ERS. VEGE,T AT I VE BUF FERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT Of SEDIMENT ONTO ADJACENT PROPERTIES. OR INTO EXISTING BODIES Of. MUST BE INSTALLED. CONSTRUCTED OR. IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTlMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTr~N STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS. EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR EROS ION WITH I N ONE 'WEEK Of I NSTALLA T ION. 2. PROTECTION Of SURrACE WATER QUALITY DURING AND AFTER CONSTRUCT ION. 3. CONTROL OF WINO EROSION. THE VARIOUS fECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE SI TUATfONNl'IEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED IS A CROSS-REFERENCE TO A DIAGRA~ OR FIGURE REPRESENTiNG THE TECHNIQUE. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED 8rvF(S). THE CONTRACTOR SHALL PROVIDE POlLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FOOT INDEX 1100 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION SECTION I GENERAL EROSION CONTROl 5. ALL SWALES, DITCHES AND CHA~NELS: CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITH ARGENTINE BAHIA WITHIN THREE (3) DAYS OF EXCAVATION. THE CONSTRUCTION OF UNDERGROUND UTILITY CONSTRUCTION: UNDERGROUND UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE fOllOWING STANDARDS: 6. I I GENERAL EROSION CONTROl BMPS SHALL BE ErvFLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL POND SLOPE CAVE-INS. M-illE THE VARIOUS TECHNIQUES REQUIREDNILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES A. NO ~~RE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE T I rvE ; z ,., ~'I z. ' Wi " ~ I !,J ~I Lt. u ~l c. I a:: I l:!: ~I ;~I ~ <'4/ I 2 CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRuCTION ACTIVITIES SHALL BE COVERED IVITH HAY OR OVERSEEDED AND PERIODICALLY WATERED SUFFICIENTLY TO STABILIZE THE TE~~ORARY GROUNDCOVER. B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION, EXCAVATED ~ATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES. TRENCH MATER I AL SHALL NOT BE CAST I NTO OR ONTO THE SLOPE OF ANY STREAM. CHANNEL, ROAD. DITCH OR WATERWAY. 1.3 SLOPES Of BANKS OF RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 4H:IV FROM TOP Of BANK TO BOTTOM Of POND. 7. ALL EROSION AND SIUATION CONTROl DEVICES SHALL BE MAINTENANCE: CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL ANDNILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED I 4 SOD SHALL BE PLACED FOR A 2-FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS AS SHOWN IN FIGURE 5. SOD SHALL BE PLACED BEFORE SILT BARRIERS. S~~WN IN FIGURE 3, ARE REMOVED. SECTION 2 PROTECTION Of SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTiON: 2. I SURF ACENA TER QUALI TY SHALL BE MA I NT A I NED BY EMPLOY I NG fHE FOLLOWING BMPS IN THE CONSTRUCTION PLANNING AND CONSTRUCTION OF ALL 1~~ROVlMENTS 2 2 WHERE PRACTICAL, STORMNATER SHALL BE CONVEYED BY SWALES. (j) .c 2 3 EROSION CONTROl rvEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED NILL BE SlfE SPECIFIC. THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: A. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSfREAM LOCATION. B. STORMNATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN IN FIGURES 3 AND 4. PROTECTION MEASURES SHALL BE E~LOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE. SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION: 2.4 HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORM-HATER COLLECTION AND TREATYENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD 0 I KES, HAY BALES OR S I U SCREENS AROUND, AND SED I!vl.NT SUMPS WITHIN, SUCH AREAS AS REOUIRED fO CONTAIN SPILLS OF OIL, GREASE OR.LUBR/CANTS. CONfRACTORS SHALL HAVE AVAILABLE. AND SHALL USE, A8'SORBENT'FILTER PADS TO CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE. 2.5 SILT BARRIERS. ANY SILT WHICH ACCUMJLATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALt. BE REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS. I- (J) <t W (0 <t~ Oz 1--<1: Oa:ct:: (LOI" W -.J I- oLL6 .. (J) Wa:()) 2W(\J Ol-Q :::C<{I 3(J) Wa:z I<{2; I-WI- -.Ja5 U (J) W I- a z -.J <1: 0:: W Z W 19 2 6 WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE. A TErvFORARY SEDlrvl.NT SU!vP SHALL BE CONSTRUCTED, AS SHOWN IN FIGURE 6. THE TEMPORARY SEDIMENT SUrvF SHALL REMAIN IN PLACE UNTIL VEGEfA T I ON IS ESTABLI SHED ON THE GROUND ORA I N I NG TO THE SUrvF. < 'I SECTION 3 CONTROL OF WINO EROSION: 3 I 'NINO EROSION SHALL BE CONTROLLED BY EMPLOYING THE FOLLOWING rvt: THODS AS NECESSARY AND APPROPR I A IE: A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO lEAVE THE SITE UNDER CONSTRUCTION. B AS SOON AS PRACTICAL AFTER C~~LETION OF CONSTRUCTION. BARE EARTH AREAS SHALL BE VEGETATED. z o I- U W (J) C. AT ANY TI~l: BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WINO EROSION AND/OR TRANSPORT OF FUGITIVE OUST. OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF OUST CONTROL FENCES. IF REQUIRED, OUST CONTROL FENCES SHALL BE CONSTRUCTED I N ACCORDANCE 'Nt TH THE DETAIL FOR A SILT FENCE SHOWN IN FIGURE 2 EXCEPT THE MINlf,UM HEIGHT SHALL BE 4 FEET W ...J l- I- u (/) w a C2 o ~ C> o o (\.J m (T) en (\.J 0'1 o (\.J (\.J '- CD :::-: '0 llJ :;c CJ'l ~ '0 (T') u, ..., G) GO r: (jj /' '0 '0 CD U /' e- G) ...> CD ~ e- CD llJ U o ::r: ro C> r~ CD LO ro '<;j '0 /' r <I t)flf ~ ~;:N t.'x"'.ad EXIST. 5' HIGH BUFFER WALL TO BE RAISED l':'~.:~" -- ~" ." -- . .." - V:'O A ~::w.' ABOVf EXIST. ",.,:A~ __~. =~ ~. I' _: -0 oft to .. ,=4'~ ~. ..co ~ .J '" I -.-- -- ~ "~ii'; .con<..~ocl.w~I ~ ;;0 --~T~~~-~~~~~--~~-~~~~~~~~.~-~~A~~~~_~~-~-~~~~~--~-~_~~~~~~-~ ~-~----..L . - '" ~ '"P.VC~. ';',1,":..' ,',:. .;.... "., . .,''''..,'''';!!.''',,,.,.....\,,,..,....i'' L__..J__ ...~~~__~jB~i1d;ng s"tbock Line5 ------......... MATCH EXIST. ". .1~,C;,n> Sr"".'''' "::"j~gdi;c' .; ~ I II :r::T~T:;:'":.'S. . - \' \\ \, ' ~~i~/L, THIS 0 ~~~~~~s~~f..rfr- .-?~ ~,l': ~ ~ '1~~ r.: ~ ~8;STflP~G (TYf'.) fEE D[rA~S ,: I:; I '~jl :! i ~- I l I! II \~\ V ',.", " .."."~~.~ ~~':NSjlJM'I[RCA.oPy ISFe MDG ,;; ,~ ~ 'j :: > b. ' . ~!i ! t I ' , : : I I ' " '-Ii:: : r, ' i: ..~ Ii I' I~ REMOVE CURB 8 ISLAND. PAVEPERTrP. :-i~/ . ~'1-h?9 = 'II ' ; CO'ISTRUCTFDOT'C'/M.fTDVI (l.ll. .. lijlR~MOVE'CURBtlLANO~~ADPEINTAG"PHEAV:::R ~Il L.~ -ic",OVE9'WIDPSEtTIONOF LtJ ..~ ~'r I __2.....Jl.t.P___ _ ~ II - ""ASPHALTPAVfMENTSECTION-HEAVYDUTr .', r EXIST.8"PVCSTORMPIPE. V l..- ~ .--;luTrp.PAVEMENTSfCTlV'J fL. ~II I. ASPHALT8BA!>[IREMOVECURBON r~ __________ STRIPiNG TO REIIAiN! ;/-. . - - RIM t< 47.30 " . ~/IDUTr RELOCATE EXIST. LIGHT POLE 8 -,'.11 g' (TvP.) SOUTH SIDE OF ISLAND PROVIDE - 1'~lf:':C<llc'" 8n.'o I ',1/ --- ) Rort""Uon P""d " ,,1(JY;;O;:; ;;:W;i : ... ~ ""._' r, ~ INV,' .<350 / ~,v , \' _, ~ t, I ~!; ~ 9' i'li .._, fRSTO MUlA.OS 0-1~u~"j ,.: [j N[~ ~~;~ fAI/OSWiNG ITYPj '1, I .,1 ! MA TCH EXIST. 1\.;......;..'., " /, -/ \..) _-"i"'1,--_- ,]....... ,II ,. u. , ' . ,/,i\...J. . _\_~l, -' : ~ II I" GRADE-_______... .}:. ' ,c'. .~.~--'f.:. '_ PROP. TRUCK \' ,(-. - j {/ i.:: "(v'~- ' \ ; ; 18 ; "It,. .. '.1'1'" WELLS (5[[ " /~ / I. ~ ~II :: I\.. \'r''-' J i ~: l -1j'- I "." .. ' '.. .r"", DfTAIL, THIS ',/ \ ,<.~/ :~) S ~l~ ~II .'11 "'-"'-FXIST.'~,7Fi.,'B'rOI?EMAIN(Trp..J/ L......' j"'t__ I"", I I .' " SHEET) '" -'>. ~ .., " CONS TRVC T P NEW LOAD-N-GO ~ ~'<' , -.- r ; 1 ~ \\ , r-S~RIPE EVERY 30' j --------- .~~ _ .... t~ '\ ,IT- ~ ' ~l' . .---+':J. -.... ~ II~ - / ) I I ! ~ ' ~-? J Z6 r~'~ :: I , ' ,;' ~=. ___. ~ IIJ /" - /" / '" C '.~:..'- r--i~~ . . " el' ,;; ,\ II" -.............. ." .iI (-/-) I " ----...-J .' ",. "L"'; l_'~ 'i?"C O<,,'''w'y ..::..-+~:....,... :' ......'" \' .',," ~ ! I r - <. / /'v ~ J: /(). /(). /0' L1 ~ -. '" .. ~ '''':' .".'~, ~ I -EX.!~..Ti.'N. C we PARKINyC., ""...:, ~II -cliEW CURB.8 LANDSC~PING C.",)-~. "' ! \ 'v / 1 -.. --. '..1 :J '. '. . '. f;j, ,,~ ~ II ) \ \ / -\ ..J " :7.j '- JO ~l' ' I " >. . '-"'-~ " . -1 \'~ II '(SEE LANDSCAPE PLANS , , ,> ~ <" SEE DET AIL (BELOW) , r. I" """ , I rl I/~ ,) ,>':.(' ,<(,,\ l' is" ~0:1~~ ~ i ! J ~'.~.. "<.N. ..iL~RArDC~EXIST. li;~ ~::~: d. \ REIIOVf fJISI" 81- ~{]: .: .. , C>-"=---1 [n ~,~. .. 2 ~'" i~ I ' < / ~ f-..., r >..' ~, .': .>,..' "''' c , '~. t'" -". -"'f7 -". 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PROVIDE SL EEVES . ./>.J ," ~,s I ___ EXISTING 5 TORM'IIA TER P(JND.~~" u ,\ SCene V.'I C",b (111') - <:: ~ ~- Cl:: ~ ,. : ':;-{l II " [POST DETAIL :> I -W.-""-- ).. \ \'. : I t ~ :.; ~ ~ ......... of~"'. . Ii'~' II~ 1/\1. .lNtC) _-.~ i'JI 8 CAPS PER TEMP. FENC. r 4 0 \\.. ,I" \, . I:lll.:~~, ..~ ~ ra "'...,.' i I ~ . :r /;' ...,.".. 1" i\ ,~ '''. ~Br:;'.z y ~~ (XlSr ::::: ;,~ JL; ; ~0' ',; ~"~J~~ ~\;-O ' [J _ .~'" I II I, \\ I:I<:: ~ \ ~. " I SEEBLDG PLAN ......'" 'J. F4)IRE I;;, ";.,J!' ( 1 II ~,' '~;; " FOR IMPROVEMENTS., ~ 1/ G! TES -/,: -''"1' i/'",,,< ,i ~ - J ~ ~~. \'. L .~~ ;. i """"" _ : II J' \\ f, :r,OI~ ." t~~ ~"..~""'~.".~..~"..~....;'."'~""'\,:,,.,.~) ..,.=,) ) i i ",,,,+~ } J ,/ ,/' .,,,.,,.,,, I'''~ I~ ~ ..~..,~l/ >/. ~: Z .7m,........ '.."".... · ~"JI' l II all'" \\". I """. "'" ~~~~: ~ ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~of:"i-'~"~'~~'~ I<""~-'f-'.~ ~ of lei;: '/iJ~Y~ .~VVv:'...i2.. .1] -TWO(P)FtJTURE ~ . --25 - 1.1, I' d~I" ',?' 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I F.I R I Q." ~:,'" - [XIST STOP' SIGNS a t' - 5 (H --.----- 5 ~,.. .--------.- 5 all" ----------~.r 50.'10'- --'SEE D[T~~'~:'A-8now SOIl" ------ .-------r-- ~ -- ___ ~~"'=_. ,__. ... Ii' . _...:.......- __ LB 5776 __ ~ BAR TO REMAIN We,t Line florid,) Po..?, C()'~o'af,on R'ghl -of - WJV / \, ~ 7 ' I r /0'.)1:. 'W~' C3'.6~ ~~:;:~€~$,:,I,;frt~~l~WBJ~'lorldcRi:~;~'~f~~,~);rotion ~~~~~t/~~A~~U~~:F;ff~~~gN[ ~~M::%tM:~:~~!g~AMT~Gf~y;S~'CRfTf ~~~A~:;~~TE -~~~~?~S~O:S --..~~ / I \, i. ~ . ~) , - - '- - - CONNECT TO EXIST STRIPING 8 - . CONTINUE WITH NEW STRIPING - - REPL-A CE~XISf:"J IT ~i~~'. . ~ \I . M! . ~ ~ . , )\ .... (TYP) (2 COA TS TRAFFIC PAINT) MANHOLE COVER . --:: ~ Ui,'?; Cone Slab for 100a,ng dOd'\.i2j 31 D PAINT SOLID WHIT[ LINE 65LF-24"RCP.~'!!~~l.. ~~'.~' 7"CONCR[TEPAV(ME'NT .,~ --) (?COATSTRAFFICPAINT) . ?-.C.f''::~:::::::----' 4~JI rA\I~ rrYP.)(SEEDETA1LSJ .{.1 '\. d~~:.~:CTFOOTIC'INLET /!i~'~~. ,,~. ~l)~ OVER EXISTING U'Y~:'? F.P.C. ~ con1".= e" PVC STORM PIPE. OO() . ~~ "~~., f.) Transformer ~~... f"-.. RIM" 47.30 PROPOSED RfTAINtNG- 8"~~~C: ( ,0. ..:.-.~~, INV." !43.50 WALLS (TYP.)(SEE BLOG f.' vC~~~S-'l-\l) r-f=- - -=:: \ PLANS) . (S/<i ~ ~III ~ . ,. x484~,{f) """ M k . ~ 4!3.23X .1 II ""I ~ ~ -:-a: .~.." --.. PROVIDE CONN'ECTOR C'~'" - ~ ~ ~ TO EXIST. e" p~/C I-<.~' ~-~.~ ~ I _ 0:0~ (STORM). 145 00 , ~=-. -~- =- ~I ~. t~~:-~- - =.J f\ , ~ I. . V:i ! I 55tF-e" PVC .0.0' -...., I n .a~~f_--M" PI: . j~" RELOCATE EXIST. METAL 4878 x XIST .1 I .. fjiSfl f 1SS.X Goes undergroi .;{t, ~"; CL EAN.OUT 8 SLAB "t ~ EJQJ TWO. (2) TriPE 'C'INLETS ~ . . Bill .... '. F47."0!'.. c-:: G8A TE ">#7.60 (BOTH) \l~'~ . ~ 'r~. VINV" 45.3? (EAST STRUCT.) '. ..': . . . .llJ-- -\ INV" 45210 (VlEST STRVCT.) I !1 ' ." TWO (2) TriPE 'C'INLETS , OJ .', . . ". . '[UQJ ..... < GRA TE ">#7.60 (BOTH) ! i ." . '. . ., ~Vj rL/ ~~'NV" 4546 (NORTH STRUCT.) 20l-8 PVC.04X.,.:=.=- .' fJ-4~. ../0. '\()....... IN..Vt<45.4?(SOUTI-ISTRUCT.) 4)67x ii~"~ ~D47.70i_ ~'~~~~~~}'70 ~, i U' ~lJ 5 47 e IS7.~.:.J.~ ,:,.f ~ I . 15L -8" PVA 04X -- .......1....Y' -- ..' :'W ~ '( _- I 1211 -8 , VC. 4K - fi'J '4"770\1/ 147'7'01"':'" ~ IS J .. . ,y .~') .1I1.Q.. X ! I STORM 'ANfIOL E . "k Y ~ ,!' ) I RIM,,! 14(MATCHEXIST.)/- ::! l..>>1 I' INV" 4 38. .~ ..... '.' CO"-en ~ : i 15LF-8" PVC .OU , . cr: ~0.-l~ ~ o PARKING SPACES ~. ". . ~' .... ~., . fiiSf.l _ ~~. Cone Drtve,^~ : . h.....~ '-_ _ 50 4) ~ x5l1.43 ~. '~~ ,- --. ..J .. <: ~>- >, G). I'\. "il ~. .' -.-".:. T ~: ~ .., ~ .~.);. ~I ~ 6' .". r= ~.:)~) ...' '.ell '!'} ~ ~ 6Cft.2i51+3 !. .~ \. ~ XIST t '.' ..~ ') . ;...PiSfJ.(1(llli.t Q) :=t- .. . \.",,-.-'-, u q) :1\.' ~ s:; r; i'c; .,;;: '.. \&~ 'i ,L) I '._', .., / I ~! J il ~j ~l S (~ * . . L~ ..... I L -'-1 A'Sf'HAL f [)P,:Vf.w,<\y ---1 i I I ~~ O"N 8et ~~ <(cr. ~; ~I! pj ~I ~ ~ ~l ~ ~ ~ "' ) f-< .. I Sunny Grove Mobi!e Home Pork (AcerogiC) """C> ., 'L - 20l'W ~I-. NEW E' HIGH SOLID 1'000 WALL TO / BE CONSTRUCTED ..:l , , ,,~.: ",:,. " tl~---.: OtlW ,--~~~2~" FIR 1/2' I .~ V cY<# '1. ~~2~rN ,4~. , S;c~::i;.oI ''''-~.. .",' ,! 'l--. --~'-r.' '--'--'. . i (Curt> (.11') :: Iii I J !: " ~ I~ ~ 'J .- .;i..., =r--{ ..:l t. -"....;; 4l.Il ~_~ ~IW ~ " .... ,~".... n "" '.,. !~.'" "> "'."" "'''''' " " .,. ...."... '" '" "" ".." '" " ..... "~ ~o . >Jr: -"1. ,=_.__= !Jl~~ ,,~ ~ NEW STRAIGHT CURB 8 LANDSCAPE 2 OI.'W -1 , -- r . -r TII I, I I \ \ 'iI.R '.I.R _B.577S JJJ'S o Oil''' ....- 25'- j " ''!' ::i ~ .. " ! [X r IFm A~ ~ ~ ~YAlvr I I I : I I I I I I I \ I~ :! .....z -g I. .. ~ 0.: 8 ~'l"~'~.t~ -- OM'. ~~ NOTES: I. STORMWATER GRATE INLETS SHALL BE PER FDOT ST ANDARDS, H20 TRAFFIC-BEARING. ( .~ "" n . OJ OJ r,,\ l.j () r) C~ < ~3Iot) -0 x 48 76 DOUBI- E " YEI_I_OW Y/ -K-]----'--7<7 _ jl I . ~ ~:- - - _I~- - \;j- ex/st. c/ fence --x -x. '/ /0 ' /0 ' /0 ' ~.... --~ :::.. 70' ....) ~ ~ ..- -t_ .~~ )(4"1.92 -- ~2JJD + ';) ora ( + * qC;;;V + LCSS (0/(05 -1). ~ ~ ~ I ~ ~ I I COACHMA.N ROAD / ..., (.1 ~@~G:l .. ~ // t! () . 26 ~-~\ 60 / . 100 1 GRAPHIC SCALE (1".,60') PRO,-JECT INFORMATION ZONING: GC a RM-8 SITE AREA: 13.19 ACRES BLDG. AREA: 110.969 SF GARDEN CENTER: 28,029 Sf.. 139,898 SF RET AIL FLOOR AREA: 129,770 SF IMPERVIOUS SURF ACE RA TIO: 78.5% INTERIOR OPEN SP ACE 8.06% VEHICOLAR USE AREA 308,740 SF PARKING RA TIO PER ZONING: I SP /200 SF (BUILDING) I SP /~ SF (GARDEN CENTER) Z.IIO EXISTING PARKING:: 626 SPACES REO'D PARKING :: 590 SPAcr~ ?fi9 PROPOSED PARKING SP ACES ADDED :: SPACES ADDED :: 24 60 -36 +626 (EX.) TOTAL PROP. PARKIN~~ Z;/4W5/tt:; lEGEND: SCALE: I' " 30' LJ PROPOSED NEW CONC PAVEMENT ~--fJ PROPOSED WALL PROPO'SED STORM PIPE, INL.f T. AND MANHOLE G~ PROPOSED LANDSCt>.PE ISLAND, CURBBING, PARKING SPACE STRIPING. AND RELOCATION OF UTILlTY'S AND SIGNS AS REOUIRED ------ 9\00 \ J -~ .- .1- - pYa ri~ ~ I lof() I;DtD; tY 1 ~ ~ {(!)tl'7M' ~ ~ ( .'-. ',.:::.. ....::~.::--::. :"::..:::'::'::-' :::.::' I .C I I d:.,'-' PR":O' 11' J:-- ~ I . i :;: L I ~ ' l ~ Ii "-~-~:" ..~ DOUBI_ E YEI_I_OW - - -- ~ -C) ~- ::J (...) ') 4) SOX L. CD . :,~ L ex/st. " lr _L ~ curb -t_ J I U) -- ~ Q) {} j I j; , I j ~ 1, r Iii I '<;; If W.M. \;j- ~ ~ ~ SO.~4 ~ 50.17 X TRUCK WELL/FORKLIFT RAMP AREA DET AIL SCALE: I' " 30' DETAIL A-A DETAIL B-B SCALE: I' " 10' SCALE: " t< 10' ? --- ~ ,( /'q1 ~ I ~tI; ~ /IPtV -:- v 1'(, I ~.., ~cro J-(f/P Z Q L( ,t..L I ,., ~, '{;1i1 --- ~ .,' . ,., 10 oq ['(q <r' > ~ ~N wtP.r.r J'" ,I!:' ::> '" 0 0 o <r N '" m 0 ~~ :r ii' !!)!2 OOCDe I.l.l J :; X ~ I.l. u,:r o - \-. (\J<r (\Jd -~ <r 1-- 0) o t': 0) 10 0) 0 g 10 . o . 7. - u LLI .' ..J o <r . u u. (f\ u1 g <Ii 0 (f\ ~ >. ~ m _ 'U OJ -" ~ ! r 0 U 0 ~ h'f +-" E. c: c: LultJ " ~ ~ c c II o 0 () (l ~ II U cD ~ ~ I _.. 1- "I ~~ ~ g ~ 0'" ~2 - ..... >, ~ CD LL Er. 0 ;;. 0 .. <f o U ~ r ~ ~ ~ 0: 0 ~9 o < 0" < ~ ll? < < ~ ~ ~ :5 de-, ~ 15 ~ ~ ~ Ul/1 ,- --- "-f-~- -.- -. - o Z N 4) 0 il, ;1.... V ~ c- ">~ ~D:; ~ ~ ~ ~::: D u-- 0 U ~;~D~~~~ co..... _ <JJ~ooou"" ~ 4:1 (1) 0_ '::! c 1.1, ~; ~ 6 F ~ ~ -~ ;;-~~~~~~ Ut~~go~~ (]) c: u c:1 r c: U ....... ct> 0 .... CJ ...- 0 +_ III c: _ +. I/l \,.- ~~~~~<l~ . n:J C I C 4ft -: +- ... > ID~Q.iQ:g~_~! r \,.- .c u .c: I E ~,:~ ~- ~ i ~. y 2 ~ 2 g.. ~ ;: . ~ ~..~ ~ y >- ~_~Q.lC-o.E>_~ ct tJl 0 Ul :J D--::': F~)~ouc-g Jo.<1!J'Oo- u ~.- u .;- - g ~ ~ ~ 0 +:J ifl_?':-;:)=-~~ _..l/l__ 0.- r'Q) -CC"'O.": 10-- "0 ~ ~ 0 ('J }: I " " . i I t/' 'C"', \ , , \ . - " ;:'0:;',', I ~- ) , j -~ - ': ,"" ~ '!t",-,. ~"...I' .tv.." " . \'. ~1.!<*1f, *:!': :, / 'I (;/\.~,;~..~~. Vit.l".~"~"",""~' I:.~ ;.;~.'lt; ,/tC \.....(~ ';ot "'j~r~' ,.ll'i-~J~F:r(roj.J., \~.~. t'; , ,....p-; ..1.' .r" .jft'.~,~::-j',' .-- ...~ ill ,r~' . \ ,. a ~ ~! .....'./'l".,"..{ '.i~.'..";i"".. . ....' \1 . y- rMi'1" ',II';) ~.,'" :. -t h...':t1!~, ~ \S~':t-n~'i l r ~.~, '., ~'iP 'I -'~Lt~ ;.; ~~'~!~!~r(;) (~.~~/ .. ~{I~;; :';'fJf>f.r{l#(~.( ~l .... l<J!"'" 'HI,n'.L~" r;.., . , .~;,,:~-t,'.r Jf'J.:~\f,\ '<if-' if) <r: I1J to .....r LJ.l '4. (') 02 I--<r: Ocrn: ^ 0 .. L-l- II W --' ~- oLL6 . if) wcr(j) ~WN 01- I<t:~ 3: if) llJ cr 2 I<t:6 I- w ~- ~.. UW 2 o ~- U LiJ if) z <r: ---' Q.. I1J ~- (J) I.l.I J 1-- t= u (f\ u.l o ~ C3 . , 6H '~-'1 Seal 11 /Joinf <t<t; I ,<) 10 0'" 0::'" <ta,o >-,gN w~"" ...J ,<) -., :),<)6;; O<tNN (]) 0 <J) <J) .:I:ii:~a u 0 <ll~ w...J ~x I- l.I.. ..J<< WlL o . I- N<t No.. -:! <t I- ('/2. EXPANSION JOINT a SEALER (TYP) TRAFFIC . . BEARING I PVMT. TO BE '/4" ABOVE GRA TE- I EDGE OF INLET !e . -- Conc. Pav/t. I ,. f4 ~ l Exp. Joint And Preformed Joint Filler STRAIGHT CURB . . o c - . '.;,. F.D.O. T. T'fPE .c. OR "0" INLET (/f 2 E.~ 08 t~ .(1) 'EU 2~ ..' Note: For use adJocent to concrete or flexible pcvement. concrete shown. ExptJnsion joint. preformed joint filler and Joint seal are required betNeen curbs and concrete pavement only. see diogram right. ". ;, ,/ MIN. SEDIMENT SUMP BELOW LOWEST INVERT V) Q~ c: o.~ ~:S c:v) 'c c: c:0 oCJ - Q'o .. .'to- ~c: c:<1> -;:: E <1>c: <1>0 c:~ .~.~ c: c: Lu I.lJ ~ II ~ NOT TO SCALE NOT TO SCALE r ' FTP - 25 12" l i;; ~ .. w 8 ,- ~ <( 0 0'- N o : <D -t STANDARD DUTY PA VEMENT AREA UGH T BROOM FINISH (TRUCK WELLS AND FORKLIFT RAMP) 6"X6"X1 0" Wlr~E MESH L ~ 0 If) ;z, w > .;t t.i.J ~ 0: U U ~ ac I:! < ~ << d ~ ~ 0 0 N Z iNTE.RNATlONAL SYMBOL OF ACCESS (SEE NOTE 5) BLUE BACKGROUND WHITE BORDER a SYMBOL WHITE BACKGROUND BLACK BORDER a LETTERS I" SERIES "e" LE T TERS . C\/ ~ PARKING BY DISABLED PERMIT PERMIT ON~ 11EA VY DUTY PA VEMENT AREA 3/8' HOLES LOCA TEO fOR ALIGNMENT WITH HOLES DRillED ON I' CENl ERS FULL LENGTH iN METAL POST. (MOUNT WITH 5/16. I Z 1/4' BOL TS. TOP AND BOTTOt.l OF SIGN) . - . r (MIN.) TrPE S-' A5PHAL T CONCRETE IN 2 - ," LIFTS \ S TRAIGH T CURB ~ '. .":.~\,,-:-~'~..,.r',~.',,.",~,:.; , : ,>> 1255 FINE F .S. 318.14 //;~. "77. r;'7:'--... /~,,~,~~~<::< " / \.' ">>:,-, .~ ,/ )i').. '"'>,,Y/' ,/,.\. /<'.,'/X"~<,:,,.<~ ~<::<:~\~<< ',". '" y.... / ""-',,,'<>."-'.>^ //->>',/ /;~<<;/ " . ,~~t>f: . '. . '.' '.' . . . . :, . . . , . . . " ,~ . " . ,~~ . .~ ",./><;~'~'.< ..' ... '0 ~ ~~"""""/>>",~"~<,,,-~~:.//,,,,""" (',','...</","-'" . .' '.. > Y. T/',>..",,/?>-'-.,,~,,;, . /\.,. '/":'>.'/""""T'/':":"'Y''-,'''-;:')-;'''''Y~''':..:: . . ..^..", /;//).:_,.,.y"</~;...;",,,- /.'\, ///').', >/\.?///"",."///",.,y".).,>.,',,..~,/),'\",y/ /""-"'.1 ", . ///)" //','/kY/,//)> /.'/. >'/'///''\(' /../)..'y-._///^:. >', ,.'/",./"///.,/,,~,~-/,,.., "/. ..~////:~ -(<.///."'/~.< ,.'. ~-:/:>>'~<,X'('j//:,~~ <~';</; <._<'/<<.'A'".,<,., -':_://"'.;._':_,/ >:./.,,<<>, '<';';'< ',,: /<.:,!~'< //' ,'~~'</, / >':y '......'.,</~",","/"...,',./',._'.//,.,'.,..<<.~ '-,".,../"...... "'//,1 ..../..",'//' "../" </... - ~<:~~'_->~~>;:'<'.'~'>/~~- '-"~~X'~<'-:<.-.,x:",>~~>" '.'--"",'<""'.' ,'-,-.(,"--' , . ' . ~ ' .......... - MET AL POST 'NT OF BLANK POST SHALL BE 2.2 1/2"IIFT \ 7" REINFORCED, 4000 PSI ~f CONCRE TE I-,~j~ 5~~ '0 I j-.... . ,>> , ~>> o 2 , N r MET AL POST (AS1M A'439 GRADE 60 STEEL WITH AS1M A-IZ3 fiNISH) 6" LIMEROCK BASE 98!f COMPACTION - MOD. PROC TOR MIN. LBR 100 12" COMPACTED SUBGRADE 95% MODIFIED PROC fOR 1 '>> ... o .:J a ... .Ill 12" COMPACTED SUBBASE WITH 98~ COMPACTION-MOD. PROCTOR MIN. LBR 40 ~ WHITE 8" LiMEROCK BASE 98.!f COMPAC TlON - MOD. PROCTOR MiN. LBR 100 --- 6. DIA. BOLLARD fILLED W/ CONCRETE. PAINlED YELLOW 2 o I ;., TYPICAL SITE PAVEMENT SECTION TYPICAL CONCRETE PAVEMENT SECTION "J '.1/ ;.., NOT TO SCALE NOT TO SCALE CONCRElE fOOTING ~.~~ I, 3' to 5' square , ~ BOLLARD MOUNTED HANDICAP PARKING SIGN NOTE: LOCA TE PIPE SLEEVES ON 10'-0"CENTERS MAX. ALONG FENCE ENCLOSURE. AT GA TES LOCA TE PIPE SLEEVES AT JAMB POST LOCA TIONS. VERIFY SPACING AT GA TES PER GA TE SIZES. NOT TO SCALE HANDICAP PARKING PAVEMENT MARKING NOT TO SCALE (4) BOLLARD-MOUNTED HANDICAP PARKING SIGNS- \ 'i POST o o o C\J -STEEL PIPE SLEEVE - 4" DIA. STANDARD GALVANIZED STEEL PIPE (4026" I D) WITH BOTTOM CAP 4" 0.0. GALVANIZED FENCE POST 10'-0" HIGH MAX. (NIC) STEEL PIPE PLUG - 3 1/2" DIA. STANDARD GALVANIZED STEEL PIPE (4" 00.) WITH 4 1/2" DIA. 1/4" GALVAlNlZED STEEL TOP WITH BEVELED EDGE ON BOTTOM SIDE (WELD) ~ 1/2' EXIST. ,ASPHAL T PAVEMENT~ - ')" ~ ,"'.... " ':. ) 'J FENCiNG (NIC) EDGE OF CONCRETE 12" I- l EXIST. ASPHAL T PAVEMENT . ,>> , LOAD-N-GO SIGN (TO BE PROVIDED BY THE HOMEDEPOT) , 111--111 -, ~III=IILJ" 1='==11 C-.-I ' 111:-' 1- (~,. l j"" t'", '~ '....J' ~.,... C- :rrr=1 - . 1-111-111-1 '11-.111=111: 'I ~III I 1--=:111:= -I 3/8' HOLES LOCATED fOR ALIGNMENT WITH HOLES DRILLED ON I' CENlE..RS FULL LENGTH IN MET AL POST. ,MOUNT WITH 5/16. I Z 1/4. BOL TS. TOP AND BOTTO'" OF SIGN) 12' 5' -1-- -1- N ~ (, , ;.., '0 .' 7 . ,>> , ;., . 7 , ;., J; --' 1/'. MET AL POS T #IT OF BLANK POST SHALL BE 22 I/Z"IIFT IT'J METAL POST (ASTt.I A.499 GRADE 60 SlEEL WITH ASTY A'IZ3 fiNISH. PAiNTED WHI1E.) o ~ ~ ('\J C\J C- <'0 Z. o OJ ~ NOTES: I. METAL POST TO BE GALVANIZED ALL BOLTS. NUTS. WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRElE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE' A MINIMUM COMPRESSIVE STRENGTH OF 3.000 p.s. i. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL. MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES B) 2" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM lRAFFIC CONlROl DEVICES. 5. THE SYMBOl IS COMPOSED OF TWO ELEWf:NTS. A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND. INTERNATIONAL BLUE IN COLOR (FED. STD. 5950. COlOR 115180). 6. SIGN POST SHALL BE MIN. 2'-0. CLEAR FROM BACK OF CURB. I~.~ NEW LOAD-N-GO SIGN - - TEMPORARY FENCE POST ---- 6' DIA. BOLLARD FILLED VI/ CONCRETE. PAiNTE..D YELLOW o , ;., . ,>> :' \. CONCRETE FOOTING CONCRETE FENCE POST FOOTING UI ~ o ... uI .... OJ '3.1' .c. U1 --- o o <'0 OJ --- C- '3.1 .... <'0 J C- <'0 '3.1 ~1 U o :J: ... 1'-6. DETAIL HANDICAPPED PARKING/MARKING DET AIL NOT TO SCALE NOT TO SCALE NOT TO SCALE W ...J l- f:: 00 o r-. 00 lD 00 ... o ...-- C4 I . . <D 0 I"- (t) 0 10 W (t) I- 7 0 0 Z 0 r.Il Z <t -;:; W ~ ..J 0 -1 ... U Cl. lJ') '" 0 0 r.Il 0 '" N " >- 7 en :::::,. u '" -'" v '" '" ~ J:: 0 U 0 ~ ~ >- >< '>> (!) u c ~ ~ 0 0 ... 0 Cl. 7 '1 I- W '" W .:I: Ii r.Il >- '>> (!) LL c: 0 <.7' ;;; 0 '" '1 0 U U r.Il W o