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FL00-12-61/FL99-09-14 FL 00-12-61 FL 99-09-14 PAOLILLO 1010 JEFFORDS STREET , -, ;:;'" 0" N"" " 0;'''''' 1:-1 " " 2'= -flo ...J: Q::; w F-< -< ~ p::; -< w ......< ~ ~ ~ " O! '" " ~~ ... "''''' oo~~ "" " " ~ ~~ l-~3~ Cj ~ ~~ ~ 0 ~ t:.. >= 0::: ~ ~ ~gf<~ ~ ~ E a ~;;: r- :iU(~ zoia~ j~ ;.r. 0 lro "';t'~F:" x N c..., 0 L.:it:.. ::t:I ~ '-1.1 d ~ iJ it g:f o ~ OJ ~ ~ ~ g~ u ~ o >- F-< ......... u iJJ,g:r;ru.t;r l~~~' vorPj;<. ~ )j l~ r ;- .,(y~ ~ " "-lEA "-~~ ~d~~ -..~I 1111 ~~'Yi'q b.~~---; It I .,1 l~f.:."'~ ~ ~ F; 11 't~\1 Nq-~~ -':t/i!. ""...\'\.~., -~~'oI Cl~>'" ,I' -?"'}1j.... L'i'~., " " ::::. .n :;:j 0_" ==] t -5 tI} 0. 3 G' ~ ~~~ E B] ~~-5 :::::;:olt-. s ~ 0 "-;;j~N ==~g E _ <', g. Ii ~.. ~~ ~ ~~~ ] ~~ ~ ...~" m _ otJi ~ )~~g~ -"," i= ~ ;::I .Q..;I g ~ ~ ~ 3 ~"O ~ -= 2 " <.l ~~.a ~ "" ..<: ~ ~ ~ ~ ,..; ~ '0 '" ~g.~~ ~ ij) ~~ ,,'" <.l gCgg ~ ~ ::::= 0 cn..e..2'O o ,R'.; -::: (f] - " "' " " iL: '" E ~__o~ ~ ~ :; ~ 3~==E 0... ~.g ~ ~ U '7 " ;E " eJ 5: ~ ;;: ~~~~ ~~28 ~~o~ c2~~~ ~~st qtL.O:&:l _Cl:>:Z .s~ " ~ ~"'" bi5 ~ " "'"~ '" ~~ ::l " g-~ .... " " " ..,'" -= ~ "' g '" .: " '" t2 ~ _ 0- " " "" 61a - " '" ,.. @.E -::: 5 E "" &~ b1J" 5..2 :E'" ;::; - .., <.l " ~ ;; .. Sd)OQ ~=~ ..,<,..,.... " "N E 5 ::g ~ n ~ QJ 2 a ~ t:l 5 " " a 0:::80:: a o '" 0;' 1:- 2 ~ -e .r:J 8& "i~l '" " 5 ~a ~ i :}t i c .---.r-:::1 ~ ~ '--........ t 5 ou ,g " " "'" ~ '" '" ,.. := c:: 0 "Or- .......J >-.~ ,,'" ~rof""1 :2;~....J '"O~u.. ,,;< - ~ 00 ~ .... <A ... ,,'" " ...._....l ., e (fj I- ~ " u :.0 " "2 .., '>J) ~ ... " '0 o g <i " 0:; ,.. " o ~ ~ " " "'" i:l :;:;: "'" ;:; Q .5 ~~ ~ c ~ ~ ~3.s.;::e"'2 o~ ,,""@- ~EaU'::s~o Qo~~t:=--S8 ul;I)'I..::,o,..:::c:UE 1.0 [;0;::= ~ ~ ~ l! {j '" g.,e '"l~ ~~.~~~~~~ .......... E:t.., .... I- ""C:J ~g8~td;tE gN ~t2~1 C (I}~m~~~~B ::;J N v.I ~ .0 lLl ~ - ~ll?" is] g gi5 13:--S~". ~~~sj~gn ':;-'s<> -",,<3 Q.~~~~~~~ t07i~E("-oo:J "W c..,~ 0 - - 0"' o~,,;:;..::: 2 ~;:; _co~~~~e~ gO 5 9.2~ 5:oq~ E~~tiQlf'1 ~ d ~ =' U'J N -:I in Sl.g",1J~" =i-l5 ~8~~::J,g..;-3 o ~..t::~"tl&5 ""j~~~tJ~~~ ~E .::"*~"'8. Eg."'2~QJ<S2 -= (j n:j 0'5'"0 +-" 0.- ~~$Q:"g~~ 80~~~6~f- b~5=ge~u ;:;~eg.gog5 .9 E g.'i)"o.......t!:; ~ ~~a3~~ij.-.O ...... ...... >- "C ~ ~ 'ii ........ ~8o~~'@;O ~Ultn2 ... " " o \ ' \1, ~ -- " ~ - .....\~ -- ..\ ~ ..I r4 r " r I" r J [ ~JS~~~Y,}- g,_~__~(:jC: 2~O~:~~ o.cu.J:;"oE~ .s~~~EUa ,g~]s-g~-i3 _5_":l=Ob -gS:3~~~O :::0 g.:ncc~ 8-'u t.f::u~ ~:::Ion~ -e~.3f,l'l~5'o gClRE=dt;~ ro ~ : !~ ~ ~ 8 .s~~ ~ ;;-~,g.~ gii:oC;5g::i\c; ;::1-.;:;~~o-g<.;:: .s<2 ~"'.E~g it) ~ ~ ;:j ~ ~::::::: 0- 5t)c;OE:g.~~"E 58-85.g31.g5 t:"O.gu~";3uQ.. '::;;1a1!:;'@=g. ]~",f--S;,~2 ~a~ ';i~EVl ,..l::l ";::I ~ .Q.) ~ i) :::I _a5--g;;;",gE ~UloU9Eo~ {':;j o/liI 0. --" "::: n QJ a g-s~5'g~..8g ;::..t:: a3 E 0..0 ~ t::. "::l +-' ,... 0.. u - It) ~~5..91:~~~ Q.,~..e~_ao g.~ ~;<-5~~] iU I:"j: .u I.-..! ~... 0 .s~"O>";?;~~~ i3~~~S~~~ '3"5E3~a6 ~ ...... x: E ..::: ~ u ..::: ~~Eo5:]25 ~ ...... 0 {/) ~ ~ :;'1 ~ ~ ~ .., .. '" ., ~ ~ ~ ,- - -- .fl - " :~- ~ J ~H :s.::t i~ .. t ~'" ~~ . '> ~~ I ~ '" g '" '" ~ ~ ~ ~ '" ~ ~ ~ '" '"-- .' ~ ~ b 8 ~ ~ ~ 'S!: 88 ~ :E 08 .Q ~ ~ ~i: g 1i g G "" Z 9 '" ;; 3 I!i ~ ~ ~ :J -0 H -3 ~ ~ -,,:2 "" ~ ~ ;;;:;I ~8 ~ I;:: o < ~= "" ~ @i "" ~ ~ ~ " ] os: ? /:) : I /. ix 16' /JAK ~~ 1/ '"II ~"~ ("6" ~- 1- >) >-< ~ ~:~'\ """ ""'" ~'- / ~ ~ . .~.' ~ \ 9 22" OAK III,~ ~ A ~// X uu ':!!V )/ 9 24" OAK ,~ \ ) I / ~ ~ ...... / / / (?j \ 37 LMV / I ~~o 3 \!V 13 RI S-i_" ~ :; ~:: ";< A ~ ~ fm1 ~'-; 3 \!V f6O\ ~ >- - ^' A A ~ ----\ \ \ ~ H. \ ~ I\XJJJA ,--IT fi5'\ ~ 11 TJ / ~ ~~ U ~.,\\\1II1fb. . / , 'i YO y~ Y \ ) IJ.. y y y , ~ /~'-../i __ P "---^-- ~ -~ ~."IU".. ~ -~ I'---./~- -:; ;;: ~. -~ . "l.~ jr'\ uy vv Y 12" 0AA..-f ~~ A .-' i ~~. ~'- /J / " ~ ! 9 "0 ~ 8 1>.,\\m"'l ~.. 1/11.; . ~* .,~~ ~ ::; '" 2 " O,iK 0 0 ~ \ ~ ~~. ~~ .~ ~ ~'----, ~.J.'~ I~/"m\\~ < w ~ @ \!:V r _ v 0;; ~ - ;:: ;:;; 9'C, ..... \ / / ~ /' ~ 13 VO // \~ ----- 1>.,\\m""l '* ~ ~ ~ ~ 0 ~ ~ * ~""!II\\'" U. ~ / "d/ / ~ \ ub \.!!Y SITE TOTAL J2 LI 91 SITE TOTAL 100 TJN ~ ~ . @ 19\ i28\ : ~ V'!V -r---' v. ~ P. f..- A /, 16 LMV 11 MVG ~ , ., r235\ TJN o ~ r~ :r~>-< '-! ""'\ . ..' - fi2\ Y / / ~ f1\ ~ Ir{ ")..!' r:z. 1 ~ L J: t=:: . , . :,... ~. Y'":5< .)>. I~ 1f: // '/ f26\ ~ \' V\.J '^ ^" ?\ x < 1'-- , , ~ (34 1>.,\\m/f"l 1>.,\\11''''';1 ~I~ ~ ~ ~ ::: ~::: ~ 1\ =0= =0= v, - - - - hi ~ E ~ ~ ~ ~~'~ '* ?/III/II\\'" (272 \ ?"IIII\\\'" ~~~ :,.~~ \ ~ IX ^- ~ 'V rN Xj< (x j. 1') Q< > >-< 'i1\ ?<x x > ;r' \LJTJr----... kn-< '--11 2 \ 'r ~ _ -\::!V W ~ ~\J" ~ f1\ ~1" ',,"\.~ ~ ~;;..,~ .: ' '/~ LJ\ ' J..j;;---<O 2 J1 ,\.....-' .r L>-jV \ ~ ').-< [0.. F o i>" ~ I> > ~ 1>.'1 ,ml ~'il>. .",\\,,1/ If.. 1>.\\ ill ~:; (0 ~! A l/M \' -~ ""-,'="" ....:~ ~~ s~ 1'1811I1\\" ~',88m\\'.. "".J; ( ! a 1: : '/ h~ I h~ I v----.. \ >I-< / : r106\------. r l-< v/ -,_1 ~ ~v ~H '" ~~ ~ I~ f tI~'I' .~ !: 1= -i<)H ~ ~ I~ ~ ~ ;;...: I~ [:>4: ~ W 124\ r-.....t!\UI IfJ-/. ....--\.RI) (~~ ~ ~Jff - ~I : ~ v I~ (~:f< ',~ ~ s ~ ~ ... \~ (103\ I ~~ ~ \~ ~ ~ e. ~= ~ ~-di ! 'l~~ ! t~. : "CK ,>-'1 f2\ ~k ~ ----I.LJT) ~,,\~ ~ i". l", C..JU) ') ~ '--" ! ~ f~t. -y;: ( y y ) X"1) Jill! ~ \ ~~ 7iWiff~ ~ 1. :-()( 11::) / 1>.,\\lIiI~1 ~ >< - ~ V 1\ Y'-; II I ~ .~ /1>-' : l'--1yyv/ ~ 0 ~ 1'1/.... ---- ---------------~--7~--":./7 3:"' OAK ,r Jl" - '\ /t:1 ,-, -< ", ~ / / ~,\\m""~ \.._'1 / ~ J , /--/ ~ ~ ~ ~ ~ 'L - ~ ~ ~ ,d. Q / ~ // ~ /J ~,II"'''\'~ %I'..".\'~~,.-,# ~ // -^ .......... -----.-/ -....:::::"/ ...,/ ~ lillll..! '\l -.-r,. l~ (258\ -~ .'\ : \ ,.~ o 1I1\\'~ x~x. / > 1WJ / @ ~- ~ \i,':'" t ~ ,,\,~ 3 \!V ~ 3 \!V > 1>.,\\11111"",-< ~ ]~ ::: - 0 ~* ~n\\'" -< ~,\\ 1111,,,,- <::. o = -<~ 11\\'" ~ \..V PHASE 2 >-< f1\ \!::V iT L:..: ~ r\ _ ,,~~~rn .___________. (50, ~._______.. '\:!!V ~~ ~~ f1\ ""- '- ~"I )..!::V 'Wr Rd" V to!t:=:If'i': ( ~ ~ ~=~+l~~ (A ~~'j:J~ P< M,J-' /'--1~ ~ ~ ~ ~ ~ ~~ ~~ ~ ~~<:::O:::~::: '::. .... .... .,.-;; ~ -- ;: ~ ;: I<;, A.,j.~ ~ ~ A AUA ^ A . A A A'" 3 Nil 1 'PRO- 74 ~J 1 PRO lJf 3 ND TJN .\ y ;()\..v~ ~I-<"~ "' ~,z. 1, '7~W ~f \ -) ^-- "'. ~ \ -< @"""" 80 TJN // ../ JEFFORDS S T R E E T ~-~- / ------------- -- ------ w :J z w > <( o o o 5: z w w u::: C) PLANT MA TEFUALS LIST KEY QUANTITY/SPACING BOTANICAL NAME COMMON NAME IVN 144 2' O.C. 1I 32 LJT 7 LMV 489 l' O.C. LMVG 11 2' O.C. NO 21 NE 272 l' O.C. PRO 3 QV 15 RI 211 2' O.C. RE 3 SP TJ TJN VO 6 11 1225 84 112 / ~ OAK IA. ., \~ "'"" ... )... I . "'V" OJ ~"' ~^-- ~ v:" Hex vomitorio 'Schillings' Logerstroemio indica Ligustrum joponicum "Tree" Liriope muscari 'Variegated' Liriope muscari 'Variegated Giant' Nondino domestico Nephrolepis exaltata Phoenix roebelenii Quercus virginiona Rhophiolepsis indica Rhopis excelso Sobol palmetto DWARF YAUPON HOLLY CREPE MY,'lTLE - RED FLWS. TREE FORM lIGUSTRUM VARIEGATED L1RIOPE VARIEGATED L1RIOPE HEAVENLY BAMBOO BOSTON FERN PYGMY DATE PALM LIVE OAK INDIAN HAWTHORNE LADY PALM CABBAGE PALM CONFEDERATE JASMIME MINIMA JASMINE SWEET VIBURNUM 5' O.C. l' O.C. 3' O.C. Trochelospermum jasmininoides Trochelospermum asioticum 'Minimo' Viburnum odorotissimum .f o.e. ;;AN[)ANKWA VIP1JlmNUM VitJurnlJfn ~IU~lp~'I.IUln NOTES- 10" SPREAD, 1 GAL. 5-6' X 3' SPREAD, 7 GAL 5-6' X 4' MIN. SPREAD, FULL CROWN, MAX. 4 TRUNKS, MIN., 8-10" X 8-10", 1 GAL 12-15" X 12-15" 15-18" X 12-15" SP. 3 GAL. 10-12" X 10-12", 1 GAL, 4' OA , l' C.T. EACH STEM, TRIPLES, B & B 8- 10' X 3' SPREAD, 2" CALIPER, 15 GAL. 12-15" X 12-15", , GAL 24-3D" X 18-24", MIN. 5 STEMS, 3 GAL 12'- 18' CT, VARY HEIGHT IN CLUSTERS 4' VINE SPREAD, 3 GAL CONT. 12" SPREAO 1 GAL CONT. 24" X 24", 3 GAL. 74" X 24", .\ CAI SIZE/REMARKS 1, SOD ENTIRE SITE WITH FLORA-TAM ST. AUGUSTINE SOD. 2. MULCH ALL BEDS TO A DEPTH OF 2" (AFTER COMPACTION) WITH SHREDOED CYPRESS MUCLCH. 3. CONTRACTOR WILL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO STARTING WORK. 4. WHERE TWO OR MORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS DESIGN IT IS THE INTENT THAT ROWS BE STAGGERED TO GIVE A MORE FULL APPEARANCE. 5. ALL PLANTS SHALL BE FLORIDA NUMBER 1 OR BETTER ACCOROING TO flORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATEST EDITION). 6. DURING LANO ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE ORIPLlNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. RED FlAGGING TAPE (QN EACH GUY) FINISH GRADE PHASE 1 =1 = = =111 ~ill, II1111111111111 , II III I , , , WASHED-IN AND TAMPED -=111_111 . . .' ,.: =111: PLANTING SOIL MIXTURE -III_III .,','. '..'.. =Itj EXISTING SOIL 1111- , '. ".11-111: I U, , ,ill. , ,ill. , ,ill. , ,ill. , ,ill. , ,ill. , ,. >-- J: " L;; J: :x: z :;) go '" "'- W .J '-' " ,,' '" ' . ,Co '~~~ ',~';': = W []= g l!!!:D []= = ~ go . ~; ~: ~ Wi AI Wg 20 LAYERS BURLAP PAD AT SUPPORT CONTACT - NO NAILS IN TREE WOOD ~g ~ ~" ~u~ Z!f2; ~'I'~ ~~~ :;:i'l~ ~~o ~"'Q II!.~ Jill z.~ ~.II! ~~ ~~~ -. >~~ ..~ 1!;8i ~'I'g i...~ MRE TIE 2" x 4- BRACE (YELLOW PINE) SPACE THREE AT 120 TYPICAL 2" x 4' STAKE (YELLOW PINE) THREE FEET LONG SAUCER RIM FINISH GRADE 2 MINIMUM MULe ROOTBALL 1 S. VINIMUM RADIUS FROM TRUNK PALM STAKING AND PLANTING DETAIL /,.;.. c_::.;...../~..:..."I".:;;.,-..;_ /7:"'=:.. ..:....~ /....... / ;"'1"/;:.:::::, /..,. , L-ANoSCArI'/Ve:::,. IA:C.I_UC'-~~'" A''-C } J'" '...... -;'.,.- -r .J......" --=. " ~ -- .............,. I.~ ___ -_ . _c. .I * --" o ... ... - ... o C iliA. C)- -:I ... .... 0; ...0 C'" C)- -a: aa III :I NOTE- PHASE 1 LANDSCAPING WILL BE INSTALLED AND APPROVED AT TIME CERTIFICATE OF OCCUPANCY IS ISSUED. PHASE 2 LANDSCAPING SHALL BE INSTALLED AND AS PER THIS PLAN WITHIN ONE YEAR OF FROM DATE OF CERTIFCATE OF OCCUPANCY. AbT'l3: r'h'4:.:s-E 2. FILE .fl., c/.ht.~1 Mo . ( I ~ ~ . II: ~ . .. C> .-. Ie: ~' C'iI, ~ M!"",t .~:t ~~- . - - Ii . ell!: ~-- a..~ Iii s C> "j;:.. ..... ~..... --.. ~ ~ < ;; ..J Vl~' w__ . . l:l:;~ f~. .z ~zw ~~~ >~o: <w> l'.~~ e>2g zz!:=' o->:I: i=~z~ g~~ ~leIe't' OtSlZlI- ~~~e D c: Q Vl > " L o c: o ~ o " C ...e ilia: 11I0 a:... ...u. G) .. G)a: alii a:'" OC u.. u.a: IIIC -'11I 0'" ...CJ o ... /' / V/~CV SCALE: 1"=10'-0" PROPOSED MEDICAL OFFICE SINGLE STORY, MASONRY BUILDING wi WOOD TRUSSES CONCRETE CURB ADJACENT TO ASPHALT m PARKING STRIPING .... TRAFFIC MARKINGS LJ LOW MASONRY SCREEN WALL II TACTILE WARNING SURFACE ON RAMPS 3'-6- SEE DRAWING NO.1 FOR LOCATIONS AND TEXT o @ HANDICAP PARKING SIGN AUGN TOP OF ACCESS ASILE WITH CONTROL JT. IN CONC. WALK. TYP. o CONCRETE SLAB, 4" THICK OVER COMPACTED FILL. SET TOP OF SLAB 4" ABOVE GRADE. EDGE OF SLAB TO BE 1HICKENED. 8" WIDE x 8" DEEP REINFORCED WITH 1-#5 CONT. @ @ o STORM WATER STRUCTURE. SEE CIVIL DRAWINGS EXISTING CURB TO REMAIN NEW ASPHALT PAVING TO AUGN Wl1H EXISTING PAVING (CONTRACTOR TO DRESS UP EDGE) u @ @ @ @ @ SITE UGHTlNG, SEE ELECTRICAL DRAWINGS TRAFFIC ARROW PROPOSED PROJECT SIGN ONE WAY DRIVE 19 CONC. WHEEL STOP DO NOT ENTER CONCRETE SIDEWALK :-";"'';''1 . - ~j-j [[] o DUMPSTER LOCATION STORM STRUCTURE, SEE CIVIL DRAWINGS C. SEE CIVIL DRAWINGS FOR CURB RADII 'T GATE D. fJJ E. CONDENSER. SEE MECHANICAL DRAWINGS F. PROPERTY UNE BUILDING SETBACK UNE CONCRETE PAVING ASPHALT CONC. PAVING ALL ON-SITE UGHTlNG WITH 90 DEG. CUTOFFS TO BE DIRECTED AWAY FROM ABUTTING STREETS RIGHT-OF-WAY AND RESIDENTIAL PROPERTIES. LOCATE FENCE ALONG PROPERTY LINE (WHERE SHOWN) THIS PROPERTY UES WITHIN FLOOD ZONE X (OUTSIDE 500 YEAR FLOOD PLAIN) AS DEPICTED ON F E M A FLOOD INSURANCE RATE MAP NO. 125096 0015 D. EFFECTIVE DATE AUGUST 19. 1991 SIGN III SITE UGHTlNG - WHEEL STOP " mD..UIAa CONTRACTOR SHALL FURNISH AND INSTALL A PRESURE TREATED 6'-0" HIGH SHADOW BOX FENCE WHERE FENCING IS CALLED FOR AT PERIMETER OF PROPERTY LEGAL DESCRIPTION: LOTS 5,6,7,8.9,10. 15 AND 16 ALL IN BLOCK 6, MAGNOUA HEIGHTS. ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 50, OF THE PUBUC RECORDS OF PINELLAS COUNTY. FLORIDA. 110 JEFFORDS STREET, CLEARWATER. FLORIDA 33756 SITE ADRESS: EXISTING ZONING DISTRICT: LOTS 5,6.7.8.9.10 LOTS 15,16 USE: LOT AREA: BUILDING COVERAGE: GROSS FLOOR AREA AND F.A.R.: SETBACKS: FRONT (JEFFORDS STREET): FRONT (GREENWOOD AVENUE): BUILDING HEIGHT: o MDR DEVELOPED 26,223 SQ. FEET (0.60 ACRES) APPROX. 16 FEET IMPERVIOUS AREA: BUILDING PAVED VEHICULAR AREA: SIDEWALK: TOTAL: 5332 SQ. FEET 7780 SQ. FEET 866 SQ. FEET 13.978 SQ. FEET PARKING: PARKING REQUIRED: 4,252 I 1,000 x 3 = 13 SPACES PARKING PROVIDED: REGULAR: 21 SPACES HANDICAP: 1 SPACE TOTAL: 22 SPACES ~ ~ ~ . Wi n PROPOSED -- o MDR OFFICE 26,223 SQ. FEET (0.60 ACRES) 4.252 SQ. FEET 15% 5.00' 25 FEET 30 FEETR 24 FEET MAX. 4252 SQ. FEET 9535 SQ. FEET 1440 SQ. FEET 15.~~,~~ . r,. .. I I )'I I ?e; q. I (0" rHIC.c Ct:>N I REIIII"'- SLA8 . I I z.~~/ c.oN<::j I A.I"~. wI fttX<i> I I 14/,.:> ~W....~ ;;~liI.. /kJi-C.ARO.:s S;.,' 'NIG,II 1':4111T"a? (F;J. W/ &~N4'J :/_" S V 1i1Zr: ,II ;::;Ii-LEO CSL.L., Ar' MAX 8~+" -t:1,ti. . ~ -, tl " -,PERIMS7"EFl /VI.(SC;'/Il.'1'- WAI.l.S SHAu.. 8e 1"'i46. op ,s"x.6l"x Ic;;." S7ANOARQ WEfI<SJlr caw.:;. Sl-act<... ,elf/AlP, WI 7"/euoS'S 7Y.PEE SL'::u::J,:: REf/AIr:. (j Ai..JEl?/l/4Te --.. COLJ/e.s ;;S. (EXreKJoR:. ' 'G,4 res' r rACe: 0/ ~':::;K. T.:t:> . IL "... ieee-elve S'MO<:>rH 712?itJ.R~HSTIe'''CTeD ap I/z... &AL.V, CeMENT I"'I..ASr=R.) ~ /v6UL.AR, ST7iel..WI PIi!JVA 70,," t#f WALl.. A r..!c:l II - 7T1'i! SU Ts INS'~TlfP IN cs;.IL.~ . 0/\ A~v~ S'-AB, MIJ.SW rA8.eIC. H//Vai/i MOVNl1!D v' ON ","",p GALv'. STeel- posrs ~ -( p/li,:>vJoe J...OCIt::.ING &4~ .,-"" ..sec~~e -s.A17ES 1101 ~seo 'p~S',ru~"".) . Dt..JM;PS reI< ENCLOSUR.E . 8" OCCUPANCY CLASSIFICATION: GROUP B - BUSINESS PER STANDARD BUILDING CODE CONSTRUCTION TYPE: v - PER STANDARD BUILDING CODE 1997 BUILDING HEIGHT: 24 FEET MAX. UPON PURCHASE OF THE PROPERTY - 1HE CITY'S REQUEST FOR A UNITY OF TITlE WILL BE SATISFIED. . o I ;., , o I '" . o I ;., . 10 I N HALF OF DRIVEWAY WIDTH .-,-, " ',..- v "..._ . ~ . o I N N . o I ':or 'IV'?r~ ,. IP plFN.::e IS INST"AJ...l..t:o .-f.:s~ '. SK-"iV"^') t:::J:;1,111T.<A.:::Tt1,.e SH",(",(.. OJ . tV1AKI!! 4#4 .:idCr/.;;FN A'eHc;JV.44i.e' ,ef:1.l' At:"~e S::5 L() 1"" .8; fIY.t:P 4! :sT',.e J'p' . I . n 18 : ~ 17 Ni 45.60' i I -1 ...~... ... I - 15 I 1 . '""'"...... .- I I 10 0 X 1 W _.1_ wi C.M.U~ \ ! ENCLOSURE \: , -~' /11.-11 FeN<:;:; II I 1 I I I L___-, I I I I I I I I 1 I j I I : -I , I I I I 1 I 1 I 1 I 1 I I I 1 L..__ t 16 :I: _W aU IZ . W lOlL. I I I .L I I I .-1 1 1 I \27 i~ r-.<;.-<--.'(_~_---..,I WOrE : : pUMPSre~ e/okf. , ~e.~ se.e ;::'lAN 'r#I.s:iP./eer" I 1 I I 1 I I I I I I .-----1. 30.0 I I I I I I 1 1 ___________..J ( 10 New A.::iFJ./.4J...r CI.RIVEJ:) , -1- ~ I I I 1 1 I 1 I I I I I 1 I 1 I 1 I I 1 1- -- --- 1 1 I I I I 1 1 1 1 I I 1 1 I I , I 1 I I I 1------+---- I I I I 1 I --I---r-- I I I I I Ll I I 1 1 1 I I _ I I, , I L-i--o- I I ... 1 I ~ : I : " 1 - ---.: r---- I I I I I I I ,.J I I _I I ________-l ... 170.61' JEFFORDS 125.01 ' v... " -Ii.. o .. C)- . \l\ ~ 4 , ~ o o L() '..-; -...- -- ~ o o . Q) .-- - o o '>t N r------ I --1------ I I I I I I I I 1 I I I 1 I I I I I I I I I I - o o . Q) -- i I "--r--"l-") ._~-_.--l---l---~ i I i I -.--i-......--+--i , 1 I . -in~'-'ri ~,-.;t---+ i 11 I r--li7- --L-4-i---- .. I 'I .. .. . 'N I I I I I I L___________________J S T R E E T . -}t- "'1 B i 5 +. ,"'\' . " "... . 6 , - en --I <::> -c 7 ,- , , , -~ l--"'~ L-.1-'-~-i-~j ! I : I . , , ~--:-r-r; : - --.. '\ r 8 r Z o l- Zo Wz tio 0::: a... /~, 9 / I ..J 10 ) / / ~ : 1 I SITE ____I TRI~~ 15.00' SITE PLAN SCALE: 1 "=1 O' -0" -- o o ill -- .00' o g ~ = WJ [F= g !!ill] [F= = 6 go . @S! ~: c WJi ~i WJ! w iB - ~i . zU- ~~E u'l'~ 8-" el!ili __!!i :5~R lli!~W QI!l! ift -" ~3w z__ -" ,-- i~i ... o . ... i o II: C . . ... II II E4l P'-'l'I1.p~-hv eMc.f~ove. A. SITE PLAN GENERAL NOTES AND SITE PLAN SPECIFIC NOTES u.:lPS ?.::fdd tv APPLY TO SHEET NO.1 ONL Y ~(r1 r:wt-; f . .' . B. DIMENSIONS ARE TO PAVEMENT SIDE OF CURBS, TYP. l..<..JWzvl "5( (.(jj1lS ~, -fv Co 'Mnt.-o-w/ St D~ ~~ ,1'1' .e.v/dCXSOll-L CONC. WALK CONSTR. JTS. AND EXP. JTS, ARE ON GRID. TYP. v-J--z:, S I Vld (otr.d p 5 J;::::( 'l'IhYl/'e...., DIMENSIONS TO SITE LOW WALLS ARE TO THE CENTERUNE OF WALL, TYP.' -I' Zf I r----l----, I I I I 1 I ,__--1 1 I I 1 I I I I i --~ t ruJ I l I I I I I I I I I I I I I I J I I I L ----------_--l 1 1 I I I I I I I 1 ,------fl I II I I I IL_ I I I I I I I I I I 18.00' I ::j!!~ <-< :=) z w > <( o o o 5: o ~ ~ - ~ o C iliA. U. -- ... .... OS ..0 C~ U. -a: aa III . (, II ... c . I!: C . .. o .. I!:. .: . . . .;!! ;.c . Q o a 0 -.. >.. c.. a,. .;I!: I.~ ..-. ..... ....... .!::. B Ii ~ (;;j ~~~ 151-. ~if <"- z ~z~ i-:: :;I!i- ~~~ ll~_ _ ~- b ~tj -- zz-- 0_)0% _ U ....~z!l ~~~'l' ~~-- 15I~~l!; ~ II l~ ~~ II.:~ till ~ Q ~ g 111 ~ '00 ~ ~ .- l:l ~ ~ , .... .. \'4 ... g o ~ 0 ~o ","0 c ...e ilia: 11I0 a:.... ...~ (I) . (l)G: QIII a:'" OC ~. ~a: IIIC ""III 0'" ....U o .... z w w 0:::: C) ~ ,-.. / ~ V/ , , , .:- , ; ...... ,i. \.i.I'[" I. ": :;: , ,(A l. I t ~. I I ~ I: ~ ->, " '~~G~r..i,.j'i" ~ "lJ~'" II '1' -L-M' ~4 04 ~., ,':~ 4 ~,.: ..: ~~! \ ' 6~' l'r ~ Ii. ,. . . h, "" 'i. . I 1\ " 'T' ,:CI;. j II, ., .' i j . , :. ,."..1 ....~).. I ....' ~, . " , I : k~1 ,,r't'j' i - i' ,I, iJ' I ' j ; . I . i:Ji" I . (/), I" ' ~: , , I' ~ I:; ~. '; ; I ol, .. I" il: .:. ~ Y ': :', .,! ..', l~ ~ t.", '! 1 , ~ -: s< -' ~ I~ i ~ 11 '>~4 ~ . ., ~ . -:.' i' ' I j t '.' ,.", i" 0 ~ . ~ '. ,i I 'i~"l'~~' ':, ",' "I "'" r', II ., : I 'l"~, ;. :,;,i'1 I...... I ~~r ~ I ~. -".- . ... -~I -' I ; ''''' ,,_ ~ i < '" i: . I I wo. I I , I i1 I I~ 1- I' I fJ ,~I, . <.i .. , . . , .. . ':.~ ,': '! 'j1Io)'" "'1 I. ." ". I I ~:. ~~ I I I ... I, ,., l' I . "',)." , .. I , . 'I .t f 1 i ~ I~ !'. i .': ,. ~ " J lJ. .12.. . - .."" I'''''''' I j ~~ [' , . ii'" , '\ . . I " , ".1". ' NOtI , ;', ,I, ". " ....;.- 'I"" 'I I' ,u'" ...."-, ,. .,.. ,or ..~.: ,.... 4, ~ ' I.. I ~ . ]) e ", i. "2 I~:, , l., 1...'1;1""1 I.. .,. "; ~ I I tl ' :. . . :"'~.i'i" :",;.! [. : . & Ii . ,I I . ; : J I I.' "0" en r'~" 1.";i -' '6H51.1-: I "I.,., ~ ~ ? Ii' ." '",.I. lOOt: IlJOH' . IlJtQ ,() ~---- , 1 , ,- I STI!.fl! '_ ,0..-4 t ~.,. -i.: . :.J ,,~ I :' : :Z : i HIDDEN HD~ YOI'll< ,1_' ,,"OJ- APARTMENTS ....~ " " " " SITe .." ',0 .... ':, ,....~ -. _ <..' 11;..:. , 4 I I !.' ! . : _ L.. L__I --r--- --- T' I 2 :. "I ! . .. -j06A ..\ I ~ :, I . " l'4-:' "4 i ".'" . -. EDICAL. OFFICE DR. LOUIS .. PAOLILLO ~ ladlviclua" bavla,a eoatradU81 ill""" ia IN.pen,: Buyer: Dr. Louis M, and U_ Paolillo 1258 West Bay Drive Llrgo. Florida 33710 Sdler: Dr_ JoIIII D_ Pienon 3236 Sbamrock E_ Tallahassee, Florida 32J08 , Abattia, pnpen, ..lien fer flesillle .1"4~'" .......t: , West: Stan1ey1lld EJiubeth HeodzeI per o_r, 9345, page 1335 Medium Density Residential Nerda: Mothe and Ell. Keelan per o_r_ 4410, pap 1026 ~omce 1010 JEFFORDS STREET CLEARW A TER, FLORIDA ARCHITECTURAL SYMBOLS AND IDENTIFICA TION LEGEND NORTH ARROW AND COMBINATION TRUE NORTH $ PROPERTY LINE CONTRACT LIMIT LINE CENTERLINE BREAK OR CUT LINE \ MATCH LINE ROOM IDENTIFICATION 1 @( CONFERENCE ( BLDG. IDENTIFICATION (WHEN APPLICABLE) RM. NO. RM. NAME DRAWING IDENTIFICATION, DETAIL OR SECTiON NO. ffi( o ( DWG. NO. 1 INDICA TES DIRECTION SECTION IS CUT ( DETAIL NO. 1 A5.1 ( SHEET WHERE SECTION IS DRAWN ( INDICATES WHERE SECTION IS CUT : DOTS SIGNIFY EXTENT OF SECTION CUT SECTION CUT INDICATION ELEVATION INDICATION 1 ^( ~( INDICA TES ELEV. TO BE VIEWED ELEVATION NO. SHEET WHERE ELEV. IS DRAWN DETAIL NO. SHEET WHERE DETAIL IS DRAWN DETAIL INDICATION @( At ( I' $ \ / - DETAIL AREA WALL OPENING INDICATION GJ( OPNG, NO. WINDOW INDICATION AND IDENTlFICA TlON 0( WINDOW TYPE WALL LOUVER INDICATION AND IOENTlFICA TlON . IT] ( LOUVER TYPE GLAZING INDICATION AND IOENTlFICA TlON 0( GLAZING TYPE SPECIFIC NOTE INDICATION 0( NOTE NO. ELEVATION TARGET .. 100'-0. ( FIN. Fl. ( ELEV. SURFACE DESCRIPTION PLUMBING FIXTURES (SHADED FOR HANDICAPPED) DRA WING INDEX ARCHITECTURAL TC-l COVER SHEET 1 SITE PLAN 2 EXTERIOR ELEVATIONS LANDSCAPE 3 LANDSCAPING PLAN SURVEY LPC SURVEY CIVIL C-l GRADING, STORM WATER AND SEWER C-2. STANDARD DETAILS . , . ~': 0 _,,~ -, )~--""".""--. orna: ZONING ~_~~n~ ,"---orna: ZONlNG Silt: J6FFeJ~a.:;- srRi!eT' Of'FlCE ZONNe ZONING KE'r MAP eeCTION e. ft:lUtIllIIlP 2~ SOUTH RANGE IS ,LOCATION MAP . Iu > <q ~ $ ~ ~ III ~ J" a g ~ c:::::J @tJ ~ g I!!!!l ~ c:::::J ~ I I = J E @tJ fiB I I c I .~ e II I~I ;;1 eeR II; nl Jr II; liJ ~n lIe .~ .~ ~ ;t i II! /: .. ~ ~ o c o 15 '0 . ''J:joj''f ... ... - ... o c .... C o. I E- ~ It ~!! fi ... :t IC cO 0'" -Iii. fila - EAST PLANNiNG & DeVELOPMENT SERV:CCS CITY OF CLEARWATER ~. SEE DRAWING NO.1 FOR LOCATIONS AND TEXT " PROPOSED MEDICAL OFFICE SINGLE STORY. MASONRY BUILDING W/ WOOD TRUSSES 3'-6" CONCRETE CURB ADJACENT TO ASPHALT . 0 I ;.., . 0 I io . 0 I . N 0 I N ;.., m PARKING STRIPING .. TRAFFIC MARKINGS LJ LOW MASONRY SCREEN WALL . TACTILE WARNING SURFACE ON RAMPS ,L1 TRAPIIIC AIIIIOW CONCRETE SIDEWALK [] o DUMPSTER LOCATION ....., ....., -- El.EV: 4'-8. _.~ STORM STRUCTURE. SEE CIVIL DRAWINGS K/O BLOCK WI 1-15 CONT. FlUED WI CONC. 'T GATE 17].' U1J CEMENT PLAs SAND FlNI~ PRIME AND P AlNT CONDENSER, SEE MECHANICAL DRAWINGS PROPERTY LINE 8.8.16 CONC. BLOCK 'MNG RETURN BUILDING SETBACK LINE 1-15 ~T. REINfORCEMENT AT 32. O.C. 4. CONC, SlAB CONCRETE PAVING ASPHALT CONC. PAVING - SIGN Ell SITE LIGHTING '-[' . " }.,. I .. ~ I . . . _ -.J - WHEEL STOP CONC. FOOTING W/ 3-#5 CONT. 24" SCALE: 3/4. -1'-0" IIII...DAIAt LEGAL DESCRIPTION: LOTS 5,6,7,8,9.10, 15 AND 16 ALL IN BLOCK 6, MAGNOLIA HEIGHTS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 50, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SITE AORESS: p\i) JEFFORDS STREET, CLEARWATER, FLORIDA 33756 EXISTING PROPOSED ZONING DISTRICT: LOTS 5,6.7,8,9,10 LOTS 15,16 USE: LOT AREA: BUILDING COVERAGE: GROSS flOOR AREA AND F.A.R.: SETBAa<S: FRONT (JEFFORDS STREET): FRONT (GREENWOOD AVENUE): BUILDING HEIGHT: o MDR DEVELOPED 26,223 SQ. FEET (0.60 ACRES) o MDR OFFICE 26,223 SQ. FEET (0.60 ACRES) 4.000 SQ. FEET 15% APPROX. 16 FEET 25 FEET 30 FEETR 24 FEET MAX. IMPERVIOUS AREA: BUILDING PA VED VEHICULAR AREA: SIDEWALK: TOTAL: PARKING: PARKING REQUIRED: 4,OOO/I,OOOx3 = 12 SPACES PARKING PROVIDED: REGULAR: 21 SPACES HANDICAP: 1 SPACE TOTAL: 22 SPACES 5332 SQ. FEET 7780 SQ. FEET 866 SQ. FEET 13,978 SQ. FEET 4000 SQ. FEET 9535 SQ. FEET 1440 SQ. FEET 14,975 SQ. FEET OCCUPANCY CLASSIFICATION: GROUP B - BUSINESS PER STANDARD BUILDING CODE CONSTRUCTION TYPE: v - PER STANDARD BUILDING CODE 1997 BUILDING HEIGHT: 24 FEET MAX. UPON PURCHASE OF THE PROPERTY - THE CITY'S REQUEST FOR A UNITY OF TITLE WILL BE SATISFIED. ~ --",- HALF OF DRIVEWAY ~DTH .- ~--"'- ~_...,._-,- -- -~--.-, ... .._'"'--. (" - '" ~", , ) / -,.,} o @ @ o @ @ o @ @ @ @ @ HANDICAP PARt<ING SIGN AUGN TOP OF RAMP ~TH CONTROL JT. IN CONC. WALK, TYP. MAX. SLOPE OF RAMP - 1/12 TYP. S"xS"x16" CONC. MASONRY WALL. 4'-S" ABOVE GRADE CEMENT PLASTER FINISH, PRIME AND PAINT CONCRETE SLAB, 4" THICK OVER COt.APACTED FILL. SET TOP OF SLAB 4" ABOVE GRADE. EDGE OF SLAB TO BE THICKENED. S" WIDE x 8" DEEP REINFORCED WITH 1-15 CONT. STORM WATER STRUCTURE, SEE CIVIL DRA~NGS EXISTING CURB TO REMAIN NEW ASPHALT PAVING TO ALIGN ~TH EXISTING PAVING (CONTRACTOR TO DRESS UP EDGE) SITE LIGHTING, SEE ELECTRICAL DRA~NGS PROPOSED PROJECT SIGN ONE WAY DRIVE CONC. WHEEL STOP DO NOT ENTER /" ,r'o. - \.' ''', 1 ~~ 18 , --, : .I A. SITE PLAN GENERAL NOTES AND SITE PLAN SPECIFIC NOTES APPLY TO SHEET NO.1 ONLY B. DIMENSIONS ARE TO PAVEMENT SIDE OF CURBS, TYP. C. SEE CIVIL DRA~NGS FOR CURB RADII D. CONC. WALK CONSTR. JTS. AND EXP. JTS. ARE ON GRID, TYP. E. DIMENSIONS TO SITE LOW WALLS ARE TO THE CENTERLINE OF WALL, TYP. F. ALL ON-SITE LIGHTING WITH 90 DEG. CUTOFFS TO BE DIRECTED AWAY FROM ABUTTING STREETS RIGHT-OF-WAY AND RESIDENTIAL PROPERTIES. THIS PROPERTY LIES WITHIN FLOOD ZONE X (OUTSIDE 500 YEAR FLOOD PLAIN) AS DEPICTED ON F E M A FLOOD INSURANCE RATE MAP NO. 125096 0015 D. EFFECTIVE DATE AUGUST 19, 1991 I , L,.,.____.__,...___... I '1 8 125.0":' ui u ;~ -~=-T-=~ b ...e @ 0 oi ~ " ., Pi /'.I) ::lj.F:~()' .t' , c~ ~ ~2";~ - ' ~c:.M.u. '. _I'I'€ I 1G 1ft ~ ~4 ~-=~" OF PIlOP. lJN[ itl I , , , I, ~__._.__ _.____~..._._____.....J : "~~--I "" ,,"' .' <0' ,., r "I~ I' 1~.oo,1 '. 11 + 5.00' ,- ::+- , L ,J 8J .0 N t 30.0 , 10.61' J E F' FOR 0 S -If --- , @) -<< . D ({2) ~ c:=J I I I fYJ>> ~ ((2) l!!!J) ~ c:=J dS ~ ,IIi ~ I , = I E fYJ>> fi I .... I!i !;I pl!!R 1-; :11 JI- ll; Iii! ~n III!! .. c: 0 ';;; '> ~I .. .. 0 c: 0 .... 0 "'0 '0 o .t- N o i b o oi ~ t.Lj ) CONe. ~ [. . c;; (--, . '-~ '0 I ((i .,,'>... I I I I I c:::6 -' I I I I I " ,;@./ -' { II ./ . I ,..'," , , 30.62' L.i-: , '0 10 '.0 N I I __1U / Cj- ( , ~ @ lW If, STREE: - 1 $ IIII..ft.AtI SCALE: '..20'-0. o .. .. - .. o ... .& O. -. t. 0; ..0 ..... O. -a: aa . . c II f 'C . :9 . i i i ! ! "..NJ ~ (2' t \.' l,H It . r: ...--- . i , I I: ; ~ t I , l' :. I I; II I i ~ I l ,I i I J ' LiLL' !, " . . ., . i_.._.iL_!~.___,_i._ I ' . II , i 1,_~-1i:ll ,. ) 'k; 'U " , I';' rjL~: I ]" : JI::' · L~-.~ -1:!" ;\ .. t, =_ ~ _' I '~i ~_._ ~~.~ ; I. j: ~. .~..:. c.'-: ( . , -l" . -~- '- \ - ""-:" / .L...... t,' ,. . ~ - . I . . , ' L: / ! (':' -'~ . ~~..- , III: ~'!-ir~Il.TI'-LlI1^Y-n'T.....-r+T :d~~..:... . ,;0 . .f VtL~ - . . " L "'. I.> _'" ':~-'t-"""-,. 'fl" .J ',. . . jl-.....'I.-(\. Ii:> NORTH ELEVATION v.-.". /,.C. ~ '----- ". 'I I! ~ ~.:' 'I / : I .---r I i; i; , ii 'I 1\ II Ii ., , ~ I . lit. i_-. ~ I: I' ~_ ._L-O"~' L,I 'I I, -., r-.--' " i, -.~,_..~ ,..y",~\).?,4''''~ II 11 l'0 - ..~--~- '~--1 EAST ELEVATION ~/,,".. I~'O __.____ _--..._.__~M'_~_ Ii " i . " t I I I I I I I, , ! Ii I, , .' " i I Ii l- , , , 'I f L I II I i '., I , i " i, I ,. Ii ! " i: I. ~ I I. i~ " i ~ ~ 1'1 ~ I f i "'" . ,,',' -. " - . . . . . , , "I , I . r- I . i ! '," " ,-- , -. : . . @:. (~) S" . . '.1. " - .' + 4- . ' ",' " '. ."j ":. ':' .' .... I .. '" . I: , : . , : : ' ' '. . '.. '. I' "', \ -.--,.---- ---- . - , "-," . ". :. . '," ',' . , " ; , .... t" ", I I -, , . , -. ,,\~ . 11 -. . . .- . , . ' .. .' . .. . . . . - (4-C' ~;\ I'::" 4 4 tl ../,,-:'/ .- , ," "..."'.... ,./" ---- .,..-/"" -------/ -"",c.... .- _/ ~OUTH ELEVI liON y.,..../#...o..... H I , \ . ~.;;..:...~.~"..:'-'-;;;.. '-;:-,~ .' i ,I I I ~ " ~ :' I ~ 4-'.e>' -'r .-0 :sTANO/N'- 5J!AM MEr"Ai.- P~"'FINtS;. ,PLAN X'ePERe"NC4E ~m.s = (i) CV @ @ @ @ G) P',O" 0'-0" (~/NoRdQR~ ACCiEN r r'i.-Ii! 11=/$ OVI!!.IC /?~ "EF'S '" " .a !I I " , \, ,I l- ii " I! 1i ,I Ii ! I' Ii Ii I, , ~,. --~---_._---_.._.._. T -- I"/!A Tt.iRE rll...e, 1,1'3/5 ovefl 2." IP:S ~ () 1&1 ~ :z: c:::::::J () a: c a: @ 1&1 l- e( P ~ a: e( (SJ W ...I () ~ P a> c:::::::J a> a> w 2S Cl a> w . a: ... I- (SJ 1&1 or - III or :;) Z III @S C ...: ~ w III W ~c CD a: ~> CD I- CD III ~c C') I- @ftc , ... a: ~z or :;) or 0 Ag~ () ~ @I~ C') N ~~ ... ... CD N ~ ... MASt::WIl!'1' ,5aAI!!eN W"AL'-, ,1='11011.:5# Wi cl!/I1, Pi-A ~~""'Z11! nTn,. c6LA:S:S- IN ALUM, rR~M/NtS. A c.c I!"A/T L 1 G-H T'l1.JCj, at I~I hUh rl 1$1 .It ~il~ II; Iii! ~u IU~ c: o . ,. ! o c: . .., .a 'l. ,/. o /. LANDSCAPE MATERIAL: GROUND COVER: HEOERA CANARlENSIS HEDERA HELIX JASMINUM n..ICIFOLlUM JUNIPERUS CONFERTA BLUE PACIFIC TRACHElOSPERMUM JASMINOIDES NEPHROlEPSIS EXALT AT A HEDGES: (MINIMUM OF J6~ HIGH) V1BUItNUM SUSPENSUM LIOUSTRUM LUCIDUM PmosPORUM TOBIRA V ARiEGA TA MASS PLANTING: u..aX COflN\ITA. VAR_ ILEX VOMlTOlUA "NANA" RHOIJODENDIlON SlMSIIINDIC A lJIU()PE MUSCARi "GIANT" SMALL TREES: ILEX APACA "EAST PALATKA" ALGERIAN IVY ENGLISH IVY SHINING JASMINE BLUE PACIFIC JUNIPER CONFEDERATE JASMINE BOSTON FERN SANDANK W A GLOSSY PRIVET VARiEGATED pm CHINESE HOLL Y OW ARF Y AUPON HOLLY FORMOSA AZALEA GIANT GREEN LIRIOPE Iroc. IZ'-OC )(,"o.c. 3ll'- o_c. 24"OC 12"OC 36" 0 C. 30"0.C :I6"O_C 36"0.C :16" O.C 6()" o_c. 24" oc. EAST PALA TKA HOLLY T/lEF ""lRM LIGUSTRUM MIN -' STEM I.> l --t+j ~.+-+-t--_ ~-+- ~ 1-1 <.. ~_ ,,-J <1 51 l_; I c:' i -- > ~> GROUND CO\IER , : " J 51 , -- ----- ..- ~ PllCP. 1M 14" S 4~ LAU.REL II" LAUIlEI. ... 12"_ -/ ,".,~ ... -.--.-.--, ! PAlA TKA HOI.l y HEDGE , ___J -12" .lAO<S ~ 51 51 T - 10" PoIUol i"" -''t ,J l F F- 0 R D S s -r R E [ fIQDIL S SOD SHAll BE FLORATAM ST. AUGUSTINE S1 SOD SHALL BE ARGENTINE BAHAIA SCALE: 1.-20'-0. ALL PLANTS SHALL BE FLORIDA NUMBER 1 OR BEmR ACCORDING TO THE LA TEST EDIllON OF FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK. DEPT. OF AGRICULTURE. STATE OF FLORIDA. All BED AREAS SHAll BE MULCHED TO A DEPTH OF TWO INCHES WITH SHREDED CYPRESS MULCH. COORDINATE INTERIOR ISLANDS ELEVATIONS WITH ARCHITECTURAL THROUGH DRAINS. IRRIGATION: THE PROPOSED LANDSCAPE IRRIGATION SYSTEM SHAll PROVIDE 100" COVERAGE OF ALL PERM. AREAS. I '[ T ,~ $- .~ . D (Q) I ~ c:::::::I i WJ ~ I (Q) l!!!J] ~ c:::::::I ~ . I ~ I . WJ ~ c WJ ~I ill !;I e~1 Ill; ~II ~i!1 II; lia. in BI~ c: o "ii .~ o c: o ... o '0 1 o .. .. - .. o . ... S!1i t. 05 ...0 ... o · -.: aa . . c II .f c o "'. It/ / feM 4..C~ER BlOCl< _ I I I I I I I I I I I I I I I I i---- ;Y I~ ~ N I~ -~ I" I I I I I I I I I I I I I I I I \ f1R,/tN~ BLOCI< ;Y / ;7 / fY 25 TYPICAl ..y ~ 3~~_6'(P)~32'(M) >---< >---< >---< w -~ 0- eD en en en - '" - r--- '<T N - r--- ru 0> ::J <( L "'" 0> ~ -0 ru '<T ru 01 01 --- u U'l -- e --- U'l 0> :II '0 --- b .1 ;7 ;7 .'" 25' TYPICAL , / / ;7 " ... <i '-' ~ '" ~ .," . o ;7 ;7 , ;7 / / L 7___ c 50' TYPIC....... 1 STORY E WOOO FR... --' l:l", 0.., z~ 'j!- i!:a' ~~ N.., am ..'" o ~ '1ei :1"- in /' ( ~ u ~ '" '-' z " '" " w ) / 2 STORY E WOOO FR... RES "006 50' TYPICAL ~ SECTION 15, TOWNSHIP 29 SOUTH, PINELLAS RANGE COU N TY, EAST 15 FLORIDA FNO~ Ulf., -'(P) 395.76'(") 395.6 s ~I - :i NIf OR SET I L b I I I 21 ~I ,., , N . ~, I I ~ l7 Ilj Is IJ 10 IJ I (V II I I I ~I '-' ~I ( I , I , .,. . / / r &: EU.A KEOAN MOSHE KEO~ PC 1026 PER 0.REROAL'110n COMW1 stORY" BRICK 19 / 4 , " 125.01 ~ ASPHALT PARKING jY " ~. 18 '2~'(P) Io.SPHALT!PARKING 5 SPACES -Slfl 5 14 ., ...- ..... GRAPHIC SCALE o 2~ 40 I I 1- , I ~omCE ZONING ( IN FEET ) 20 -ft_ t inch = 7 I ~ o HEIGHTS, 6 MAGNOLIA PLAT BOOK LEGAL D5E~C~':;~~~, 15 AND 16pt;i \:',E~~~~~ ~~L~:~~"o"UE~T~~ FLORIDA LOTS ". TO THE MApPUB~~C RECORDS OF PI ACCORDIN~O OF THE 6. PAGE . € i:l TIE 3.7' ~S~~E ...... LOWEST Fl.7 Sf' ~ EL_4-, 12~ PL - RES_II1Ii6"""" ;.. ,,; . I~I~ ~ w I nE :H5" ~ 2S.4' ,~ ,.. I ~'(P) 32-3' 6_" 12.7' I 9 , I " \ ! :! I 1 STORY 2,2' WOOO FRAllE ,., 10.15' L LOWESW,? ,.: 9.4' . EL- ~'(P) NO RES L " ~ ;., '" o ~ ..q- ..q- . <.0 I"f') o '" ~~'oV Sl I \- ~i , I .. I \g Z 'I TIE J&.~' 1\ lAC!< FLOW PRE\€NTOR ~ ~ ___2 / ! )j . :"/ T1UH Y I @'JO. 1 ~i6' .. '" 1 STORY WOOl) FllAlotE LOWEST ~ ~s.IMi~ ..- . ~ ~. ,. . O_~'CURI W I I WI 0::1 I <.:>1 i<] ~ ~ ;., o L ~ . 10""- ~R'i> S (20'ASPH, SO'R/,*,/ ___________ EIP ___ __ # ~~TARY LINE T UNDEROROUTARy SEWER S" SAN' i> ~ 7 o~ . t~ . ~~ ""-- ~ - . " ~ 7 /1/ TREE ILG[ND @ - OAK TREE .. - MAGNOUA 'IME . - ,,",CK 1Iltt PINE 'IME . - AUSTRAUAN ..,. - PALM TREE o - calAII TREE e - LHJIlII, TREE R E P 0 R T R V E Y 0 R :; L1ZEO CITY OF ~'t:~~ (DESTROYED SO ~"' " ) ~.::g::::::: "Z'~. ~ ~i:n ~., . _. ... TOI'OGRAPHI~EETS TlIE REESTABLISHED , sa rT ) THIS IS A BOU=~Nrro HE~~R 61CI7 - 6, 199101_) RTY CONTAINS 26,222 " ~ ~:::._. ~ _~n. '" "I"J" "~ ~ MIN'MU" ....STRA~'ot STA1\JTES, 0 INfO PER PIN ~~~ ~2 027 (,LO;:;O: mIL ~~~"'1i_R5><IP lJ_) ~~~';!i APPRAlZER SURVEY IS ~ EF1'EC~NC INE OR IWPL Y (lftEEN..:>oD ILARWA rrR -') M'TTERsJ..~"6ors NO~~f~R~E C:fJ:l.~\:fTCli PLAT ") ZONING PER CITY C ~ l ~~ "ELD~~RV'~NO ~::"~SEL~ATtD A 'otNUE, CllOUND IWPRO IlERElN E '" S) NO UNOER lHVl"SE 5><0"'" AIlS ro BE IN ~OOl5-o, ':,'EffiTa PIIOPER~ ~"_ M"i:'~ '~~SEO ~~LV~~'SURE"ENTS ,) IN ACC~~A1t:R, FL:!gADETER"N~~YDIIIENSHlNS~ CITY QF AmD LOT L1S1STENT "TlI S FOUND 1 ~ 8) IN1t:R~ P;""Q1 IS ca....ONU"ENTA1lON :....mo (J' BL~'NOARY LINES POINTS SET · U~L1TY MAPS 9) IOEST - T L~ ALL "'DENCE It ",-&1'0 D rll n. ,~ d W ,~..oo · ~ ',.. " , G , N '^ .. ~ ";"\\" ~: .~::::~ " ',' ;"; , 0 N L ~).. ;:.-~ '(,l, ._':::'~ "'~U)._ A 88 R' V _'-:" ./,."_ ,.,_"" FCN = F:'nd <:;cr;;;:.~,,: "onum.nl eft _0 c<>ncr.~~ SlrGb/p _ Edge Of PClHV:::: """ ad M - Perman ve _ o-iI.~ ~ "'. ,_ - Iron R PI! Pain' Of CU( . i t Pote PO'Mr Pole ~. ~: - ." ~ ~ .- ~, ~ ~ - ,- . '" -~ . - FlN:O - _F~n ~ r:ln~~~Polnt ~ Con'er1,"' W_F_ - ~oln L". Fonce _ Sanllory ~onho" -<>> _ Guy - Pain' t Control ClF - ~, 0 _ Oroin.Q~. ~gl - P.rman~_",ce LIn' ~ _ Cae Va..... NG El.EVA T10N BRL - Beat1n9 f once Lift. I _ EXI$Tl F1e'. R... WV I Va '" ;L - Com... ....._ We or - Seellon "" S/W - !lIcl..... \ Y RE5,oEN TI AL ~ MEDIUM DENsn I~OFFICE ZONING -5m: AP N.T.S ZONING KE Y M QfTICE ZONING L____ OWNER: JOHN D_ 4795, PG_ 1833 PIERSON O_R. BOOK CERTIFIEO TO I 1 HIGH DENSITY RESIDENT1 "-L I I FIfJ.D AN<US '.1. A - :~'1e' 1- '20'4'" C - 88 '11" o - 2~~," E - 88 JIl',g" F-9O' JOB ./' ..c-- _T( ( REV! ONS : --... 110 I -, CORPORATION ....,. w U1'[ C 1011 ~34111 ~ 751- \11t -~7)"'-"" ,..xv.. _ SURVEYINC DATE (J 992~2 UI ,.". MAPPINC ,eYED- 8/19/99 SUR vo . / c: - -. ./1_ C< -" J 'J.e- , "- - WMiPER NO. 4101 . - - - SuMvOA AND fU.lE) UCOfSEO .... CIRIOIW. n. n.A. H 1IGMA1\IlR"" .... ~) VIU).-..ouT ~ ...... IULf#An..(IAIDA 49~_ -- ~ :-'.' ,- " - , \? .----/ .-/ .-/ ';-' ./- ..,'C<' .-/ ------------ ---- --/ , , 0.' , , " " \>.\./ " . ' , "".." " ~. ~/ \>-/ ~. .' , .ft---- LEGEND E: OP = EDGE OF PA VEMEtVT TO W = TOP OF WALL -0 SIL TA TION SCREEN P /L PROPER TY LINE Q-:/ ,,- EXISTING GRAOE 4772' / PROPOSED GRADE S, H. W. SEASONAL HIGH WA TER ---.~ DRAINAGE FLOW AR.I?OW DRAI"IAGE DIVIDF UNF TOO. TOP OF CURB D PROPOSED RUEN TlON PONO I 1 I TREES TO BE REMOV[D I ~ 49' I f " J49' / _./ o ~.c - t.'1: I ! r8' ,> I ! I ,~ I I / / l .---1 I I , / 48' / i ! f , I G.!. * 2 TOP-46.50 NVERT- 44.10' ---- 47/ /' ~ '" '" 9 e . . :4 !O [e /' TREE LEGE"'D - OM TREE - MAGNOU.A '"REE - JACK TREE ..' 19 18 --------------- -- /' ..-/ r- / '.' ,,4- _60' 48U "',," I I t,.'< ~ / 47.00' H.O 48.0' ,.~ Dfl~/N~ I' I .~. ", / ''<1- '<I- <0 n .. ' I I '"'I " co "." / ~ / o/f o N "" 18 I I I ~," / . . ! /' 47.0' > ,. .-/ .-/ ;.V:'; ~, ~")/ ASP ALT DR -..: 1 "c. . / ...:/ ~Io,' / /'" ~ ~6' "'-. ,.;t - AUSTRALiA.N P,NE ~EE GALEN JAY HOFMANN , P E_ 6145 SEASIDE DRIVE NEW PORT RICHEY , FLORDA 34652 PHONE: 727-844-7686 - ~AU~ TQEE - CEDA~ ~EE - l...uREl TREE NO_ o.n: ~ -- 4\ ,G \ ,.,> ) // / 4''-> 5- 17 / J ~2~ ~,/' / / F / 46' I I I I ( I , . S;/ / A'),rc;/ .'" / / 4 47.5' 46.1' / .:r 125.01' / tc,"J/ '/ / ,'0,- .y ,~" SW ALE -I'--- OCI Lf) n N .4'- ,'0/ ta>/ >{ ! t'! I '\./ . ~A" 4631' "~ . , / t ! . - ,,~/ '?- 0 ~"Oo <II . 175' fF G.!. TO -45.5 ' INVE T_ 43_ 3' ~. / ,) , ,<;"'/ / / 88.72' 0 ../ 0_91 " .' ",ro~-/ / / "/ ",fo/ / / ~y / ~ "" N o 1/ I 7_0' 7.5 ..- ~'O,...~/ / - 5 o <0 .' ,/ . / ~ ~ / ----- / A..... . ----- '0' .7 / t>.",V:>/ ,'<> .,.>/ TREET/ i:, ~ ,<>. / ~/ '/ SITE ~LAr1 / . - l>./ " / "'-. 1" METER, BACKFLOW PRE VENTER AND ," WATER SER"lCE LINE " / / ~ WET TAP EXISTING 6" WATER MAIN 6" PVC SEWER LATERAL 0 1.00 " ~ L CONNE~T TO EXISnNG 6" SEWER LATERAL CONFIRM INVERT EL PRIOR TO CONSTRucnON . 0\ "'?,/ f/ / . / 45:--;' I '1 ~~/ i / I I ~". ~'''-:/ / / SECTION 15, I?~/ :7 / ", .,>/ / I w I ::). z w >1 <( '~I //0 ~'- // ~5J' " / e", t I '" ( I (;/ .~, / / / :;(> J/ N . l i Varies I , I i 12'-0" ELKt- 2'-0" ,,:;., I / TOWNSHIP 29 SOUTH, PINELLAS RANGE COU N TY, 15 EAST FLORIDA T_O.S. pond Note: Mln_ Cover 3" 4000 Psi Concrete 12_0" ----j 2'-0" [-- T.O.8--....... I I [--12.0' I ~T,O... Flow 7 t 45_40' 2'-0"1 e" -.-r No_ 4 Rebar 0 12" O.C. No. 4 Rebar 0 12" O.C. No_ 4 Rebar C 12" O.C. - A ~ 1 \0 ! (FooteX ~ No. ... ReDors 0 , 8" Aport t " No. 4 Rebar 0 12 O.C_ ~ ~e" No_ 4 Rebar 0 O_C. 4 Reber 4>> 12" O.C. Profile of Weir N_T_S , . Detail Weir Section A-A N.T_S. t.\o.)/I / / I I I I ~~,1 NOTE: SILTATION SCREEN SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF THE PROPERTY. @1 22" ~ r~/ ~. o ~ z I w w '" 0::: '--' I I ,> I I ~ .~.'/ ~. }7 I / /"/ ~'~~ :::-I~ - J /' t ~, I I 120'1. VARIES 45.5' TOB WEJR EL_- 4S_4' 'DO YR_-45_42' / 4/1 4/1 EL_- 43.S' i-- BOTTOM - V.RIES S.H.W.T,. 38.5' WATER TfI8I.E- 37.5' SECTION A-A POND NOTE : 500 TO BE PLACEO ON BERM ,SIDE SLOPES 4< AT POND BOTTOM .">/ -00.1/ / ! / SITE PLAN SCALE: ," = 20,0' DR..... BY : DE51GNEo BY : APPROVED BY : DATE MEDICAL OFFICE DR. LOUIS M. PAOLILLO 110 JEFFORDS STREET CLEARWA TER FLORIDA T TO MATCH EXIS'1NG .....J 4 1 4L 1 1 5 8" -- I 2.0' I TOB-45_5' TOB 45.5' 45.40' 24_0" WEIR 'NVERT ELEVA TIO o o VERTICAL VIEW TOP BAFFL~ . El. 45.5' o o 01 BOTTQI.t 8.FFLE - EL. 44_9' BOTTOI.! STRUCTURE - EL. 43.5' 24' PLAN VIEW CONTROL STRUCTURE AND POND INFORMATION DETAilS (TYP) SITE PLAN # PAVING, GRADING, STORMWATER, POTABLE WATER & SANITARV SEWER PLAN SHEET C-1 P.V.C. PIPE RESTRAINT TME F'Cl.J..O'MNC JOtNTS MUST BE RES11V.INED IN ALL APPUCA TIONS: 1. lEND - INLET AND OUll..ET 2. TEE - OUTlET BRMCH 3. 0fTSETS - ~L[T' AHD OU'TUT 4. CAPS ~. PLUGS S. LAST TWO(2) JOINTS ON A DEAD END RUN (min. 30') 7. LAST 1'WO(2) JOINTS ON A HYDRANT RUNOUT (min. ie') r---- L ~ ~ MefalIlI R.trolner (TW.) ~ <" . Ebbo 1500 SrI.. (T)p.) ~ ~ y L - ....NIMU.. I..ENCTH TO BE: RESTR,\lN[O ON EACH SIDE: OF FlTi1NG (ft.) N()I,l_ PIPE Sill: o ELBOWS (deo.) 11.25 22.50 4S S 1 o , NOTE; THRUST RESTR.t.tNT AT FlTT1NGS AND VAL'/[S SHA.U. BE: BY US[ Of EBBA IRON MEGALUG RESTRAINERS. TMRUSl RESTR....NT 8ETYIEEN PIPE JOINTS SHAll BE 8Y EBB'" IRON SENES 1500 RESTRAINERS. 00 ""'-.... 1[[' ,. an IX a.IAAWA 8. P\.ClM)A iiN''''''N. [)[P"i - - ,.! 12 , 1 , , - - - SERVICE CONNECTION DETAIL , NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SlOE Of R.O.W., APPROX. .. n. BACK or CURB UNlESS OTl-lEAWlSE AUlHORIlm I'" CITY ENGINEER. 2. SER~CE CONNECTlOHS TO BE 2 n. f'Ro..l SlOE LOT UN[ ON EITHER SIDE rs LOT (SEE SHUT NO.3). 'THESE SER'v1CES TO BE CONSISTENT W1Tl-lIN THE SUSOlYlSlON. DRIVEWA'l'S SHAU NOT I[ BUILT OIlER IKTERS. J. ALL LINES SHALl BE CHLORINATED C1nd PRESSURE TESTED (lEST f"C:Il: ONE HOUR . ,~ P.S.I.) UND~ 'TH[ OIREcnQN OF THE; unuTlES DEPART\fENT. MTER SUCC[SSf"UL CONPLE'T1ON OF ThE TES"NG ond CHl.at1NA TlON, lH[ PRESSURE SHALL. RDolAIN ON TlE SYSTEM AT "ll TIMES. 4-. TEN n. SEPARATION MQUtREO BE'NItEN PARALLEL WATER. SANITARY SEYlER UNES. ~. SAOOl[ IS RECUIRtD rQR "ll SERlilCE CONHlC'T1ClNS TO ." PVC M....NS. SAOOt.! IS REWIRED FOR 2- SER\lICE CONNECnONS TO S- and LARGER PVC MAINS. LARGEST SERVICE CONNEC"ON TO A .- MAIN IS 1 1/2- ond LARGEST TO ANY MAIN IS 2-. e. l.t1NIWIM DISTANCE: BETWEEN SERVICE TAPS TO BE NOT LESS ThAN Je- Threod~ Corporation Stop ~UELLrR H15008 or approved lIquoI \ (Top at .~' Angle) Saddle !1 R~uired S" Note ~ ~ r Curb Stop / MUELLER H1 .J~ with lock Wing and ~ Compr...lon inlet or oppro....d equal "'- Water Service Tubing Orl.coplpe 5100 or Endot/Yordle)' Blue Jet, SOR i, 34015 Polyett'!~ene Saddle Sholl t'!ove doub4e Itolnle.. It"1 .trop. witt'! epoll)' cooted ducUe Iron bocly. M ~ Water Wain ClT't' (1F a.LNtWA TDl I'\..OltlDA _ ENGIHEERI~ ~ ~ .- - - - 11. ~ 2"9011\'01""/ TEMPORARY BLOWOFF AND SAMPLE TAP HOM Bibb --- 3/." GoIvonlzed 2- Galvonlzed ~ 2" corporat!on~ Topplfl9 Saddle ill i R..trolned 2~ Topped P"'~ TOP CONNECTION END CONNECTION CIT'( 01 CUAltW.. TEl\. I'I.CJIIO. 5NEIJOIN. !:Jii!i [)[P'R~ _ Q] ~2- - - - TYPICAL VALVE SETTING n.t... Ad)l.tobl. _____ Val"" Box _____ i .i ! ~j , ... .. ,; ! "*'Ifl VoIw OcCUR In Rood"y, ~ N' _ on 1o-eomm.., erl"". '" Mectl. Joint Vol"" / ""- ~ Wo'" .0" R..tral...ln~ JoInt - - - ClTYr::IQ.(..........1Ul.~DA _ :iit~N.~ -"''''', /\. " \1~ " .. ~ -~-,---%.~~ ~.<t>!'" ...... Out--' ... .,. ~"~.~~ -~~ ~:;=~= :: -r~/ ,.I ~ ------ Q /1 ~ .... ^ .... ),.7' \/ PLAN "EW __ LewI Dumt It_"'\. -....... -- "WIn. "-.... ==========- It __... >-- ..L L...... Itod _I", It~... ~"If,.,.r.n._"'to 0ttMr lh.. 1M)' Ill..... "*-t T". I ~ ... .....- lIIlll. 2:1 ... ... .....-- CROSS SECTION - em' aT CUMWA1Ul. A.OIIOA _ ENOINWO~ - jt1 GALEN JAY HOFMANN, p, E, 6145 SEASIDE DRIVE NEW PORT RICHEY . FLORIDA .34652 PHONE: 727-844-7686 If. I R/W I F1nl'h .... to attow 0.4 mn.. 1.0' mox. faU =':f~""" .\ L *" r;;:;~:. Clt)' EntNw 20' ."'. l!!o' WlnJ ... V-w. ~-~f ~ I , 1 t -i "" ~ 8- SIMcI L.ateral .0'" NOTE; All mot..lol. to ..tend 5' b')IOnd boe<<. 0' oul'b ~ 20' from centerlln. 0' .tr_t, which..".. I, "'I'Mt.r. SECTION ANY VARIANCE MUST HAIlE 'MaTTEN APPROVAL or THE ClT't' ENGINEER. CITV 01 a.lMWAlU\, FLGM)A '" !EEW>NC -ARi -. ,., 1 I""" - - - TYPICAL FIRE HYDRANT SETTING n.t... J ~ ~ MG)!. 1~' - Min. 4' Badr. 01 ~rb 1 .. rE'" of Po......' ~-.....l 18- Min. 24- Mall. i I I j A 1 ~ -C-'- - F.... eo. -''''''II! I I; """- JoI,' v.... ~ Kennedy GI.lcrdlon No. K-I1A Moll" :~:..: '-423 U.s. Pipe MetropolltCll"l """-RlltrOln1n9 Jolnt (T~.) =ii~~ -- - -- ~ Oletonce 1/<<1.. Norr$: 1. St~.,. Connection to Face StfML 2. All FIr. H)'dront. to l'Iow 5 1/4" VoIw Slot. 3. Flr. Hydront. Sholl be Ploc~ ot StrMt Corn.,.. or In the R.Q.W. Ad)ocent to Sid. l.ot LIn.. ....."._ PaMble. 4. s.. ShNt .3 for T~1coI Conn~tlon. 4: Flttlnoa. TYPiCAL SECTION NOTES: , 2" PVC CONDUIT TO ExTEND 2' BEHIND BAQ( OF CURB, 80Th SIO[$ Of ROADWAY (NOT REQUIRED ON SERVICE REPLACDiENT1. 2. PVC CONDUIT TO BE MIN. 18- BD..OW THE SURFACE MEASUREO FROt.l TOP OF FACE ~ CURB. 3. WATER MAINS TO BE ..... 30- mow GRADE: ond APPROX. 4' BACk C# OJRI 4. CURB STOP TO BE I.OCATED APPROX. , FOOT BACK OF RIGHT-OF-WAY. 5 $E"Vla: UN[ TO IE IlAN. 124 and MAX. 1 IS- BElOW GRADE:. I J J ~ I - ~'- -j " - ~ f ~ _ I" (T",.) -j ,'- fjE' ,. _.~ I 30- M"', a-i,.. "?'''' ~c,.. Stop (T",.) "- 3/4- PoI,,.tl'l)'l"" 'Not... ServIoe Tublnt In 2- p~ Conduit (TWl. 5/14 m.ter) "t<..... ~ Corporation Stop (r",.) ...to<_ .- - - - CllT't " Cl.WlWA-' n.oAlOA -~ -~ BLOWOFF DETAIL n.t... -....... '"...... >-. Ed.... No. as-I ~ 810_011 ",-.,. lnetuc:lln; ~able em IrOfl lox ~2' ..... Ft".o", 2- IrQII ""'-eo' lend R..tain.rPl"'9/ P.r O.taH No. 403 CI1"l'tIT~_~ is:OO<mlNC -ARi - "" .., - - ! / ~!20'z. -_I PRINOPAl POST POSTlON ; ! .I (CAN"" 20' roWARD "-OW) Ap _____ nLTEll .....C / ;; SILT FlOW ljl.- NOn:: TlJItN ENDS OF FOlC€ UPHIU- EU:VA TION I I I !~ ~ I ! r-~tt;. S'MAX. FILTER FABRIC (IN CONFClItWANCE WITH S[C. 1M ~T ~C.) ~~.~~11 .. ;;a: -= '.1 SECTION - - - NO, OAT[ '>x. ~~$/I" ~ \ ""_."....I<od _I___:~_L RING - HALF PLAN l. Il .." ~~~ I 100 Il "- I ~ " 1 "i I .L " RING - SECTION Minimum Weltht 7" 212 Ib.. g- 278 Ib.. NOT[S 1. Wl'l... rooc:lwo)' bON " 8- Of thick.. u.. ,- me. all oth.. OCIMI 7- r1n9 I. J*"'I\nIMI. 2. Wonufoctur... model 0' .wnn m~ and COWl' to be appro..... b)' at)' En~In_. T.o 3/.- 31S Stolnl.. St_ A.ll tttrlCldl OOIt In corbll Approved barrel Joint MOl' or. -O-RInOl- and -'-:om-Nec:k'- Two oanUnuOUl rlnlll' at all .lM't., fl NOT[S 1. All pip, h<He ~oII be prllCGlt. 2. Interior ~OII be IIMd with HOPE Thermal p101tk: Qn.. or F'1Mir9IOI. IIn... 3. Monh06.. ~oH na.... on ed.ertor coating 0' at IlOIt 15 mil. dr)' thldcn.. PROLO EP214-3&1 [polll-Moetk: or kopper, bltumoltlc blodl ICltuUan JOOIl_ --7~ '-'/0'117 ;: f2RW'0 ~... -41'.....~ tI tI a ~ \ ~.;j.. . IT. R r..~ JA'OOOOOO r: ...,...l -A.stWCRC r' R.......- ~O 0000'/ Of', ~o ~/o,i-- Nan SkId Pottwn R....... SOLID COVER .. ;:"l. r- 22-3/0- ---1-.i ~ ~I~I ........- SOUO COVER SECTION ....,.lmurn w.lght 121 !be. ClT'r01~1D.1'UlMtA _ ~D1G1NU1l11NO O[IINtlWDlT , ..... .......a' - ... ,., ~ s.. IndIlI No. 301 3' / ~ Two COftUnuou. rtnp 0' -Rom-Neck- 1~1/-'Io""'Of_ ~ ~ Conoentrk: or ICC*'ItrIc eon. (Top 11Gb on INlow montlOl" (/ to .' c:leptn) 4' WIn. - - aTV 01 Cil.&MWA" P\.llIM)A ~ -~ - Stop L... Cneck MUELLER H14350 wIth Lock wtn9 and Compr...1on Inlet or approved equal ThreocHd Corporation Stop MUELLER H1500e or approved equol \ ( TAP AT O~. ANGlE ) Saddl. required on .- FJ.V.C. only Saddle IhcUl no.,.. doubl. .talnl... It"' .trop. with epoxy coated ductU. Iron body. ~ ~ CHLORINATION TAP -c::::::c@ \ Waler Service Tubing OrlocOl>lpe ~100 Of E'dalfYOfdley Blul Jel, SOR 9, 3408 Pa/1"lh ~Ine '" ..,. Water Main ..,.. --.... ..... ... -- .. CITY. tUMWA1D,. ~ ___ [)[P~ TYPICAL HYDRANT SETTING n.t... Conn"'''' P.... _1"1_, ~ _ .... ",.....,1 A_ colt~.JotntQonc:IOr'I (TW') ane Enlll-o.l RototobM Wec:tt. _______ Joint Qond Qfl Oth.- End. --........... I l.Il'I,ttl VorIn Q (!lee Note 1) Vot"" oncl H)dront T_ wItH Rototable Wectt. Joint ~( . )_ Wectt .IoInt Olon..., P""",,, ....,.., ~ A Voi.. NOTES: 1, ClI'l H)'drOflt, RequrlnG Runout LaIt Two Jcmt. Must II It..tr'olnld p., Oeto~ 403 (2 of 2). "'- Wot.. MoIn - - - CIT'r tIT CUMWA1D. fIUllIOA ~~ .,., ~ a-Owt...~ ~.._ 1:1 .r.......... '~--M: ~ r ____ , " I --' -' - -- ____ .....lIIIW... -.-' AN Or.- ,.... f-- .. (] - - -1 L PLAN "EW CROSS SECTION ~...IIN1t~-".,...T.P'lt ~ '"' M4 T--. .... ,.. 0NItc TNIl ~AMIiIIlIIfyAl~T.___ .........,..........OtIlellMt. - I>T""~~~,~. ~ ""'.. T '.. - - ORA'" BY : DESIGNED BY , APPROVED BY , . DATE 7Ifa-tPluO - -- eo-ot. P.. 0- Th"'" , ,'_So Sq_ f'1 ~ :..r-:~_ ~~_, s.w.Mo/tlJ I::. Lr--- 0 $/1"---1 W'/////@ I I:-- '0 $/1'---:1 Ir-- 0 7/1" -II r- LEZ: I I ..,., ~'3~;r~ CLEANOUT DETAIL CLEANOUT PLUG DETAIL N.T.S. N.T.S. NOTE: CIeanout pIUf to be u.s. ,....y 7821 "'-- - O'n'r/1~_I'\.OIIDA ~ -~ GENERAL SANITARY SEWER NOTES ,. MAHMCUS tHAU. I( INSII'rt1!D IY 1HI CITY IEl'OM: lJ\..AClDIENT AND ....ACI 'I'MA 'NINT. 2. AU. <POeIOI IN ~ WANHCILES SHALL I( CAST AT .... or IlWU'ACTUM. CQlrrCC'ftCNI TO IXllTlNO MAHHOLU tHNJ. I( COIIr DnRY CJ&.Y. ,J. ALL. NNI4CUS ~AU . .,. NJWI 10 LINE AND GIIW)E. 4-. ''''wIC) ClftAVlTY IhDI ,.. tHALL CXlNf'tAllO ASTM D-JQ34. .. 36. 1.A1UT ~.. .TH fIUSo4 ON ItUIEt GMICET ....TS. 5. ~~TY lIMIt ttPC SMALL I( Q..AII 12. IPOXY I.MD OIl AI ~ IY aTY DlCIfCD. .. NO DVlCl COtMC'ftONS. W'lU, IIIMCIS OR v....va 'aL . .....nm IN 1IUI:JDfTI.... ~~'l'I. DC'CIJIlT ~ 1#fIfIfN.... or M tiT'\" DGCD. 7. ItIWrItCU ntAMU .w.L I( ATTMJCD TO nc PMCAIT S1RUC1UII 'M'ft4 A ......... at TtO 1/4.'" ITMUIII1ED. 1OL1'I. NU1S _ ........ P'IWIES IHAU. I( IEAA.ID '*'" A ....... at TWO 1/2 - __ OF IIAM-NDC CAULKIIQ. .. lMIOD tHAU . Dl-WA'IIIICD TO ENMLI ~ NrlO .wuR1DIANCD TO . INITAI.LfD "'" 01' WATII'I ClN lNR1UMID lOlL. ., UNUTA&f .....A.CI: MA1Dl.... " DrICOUHlIMD. EXCAVA1I EX1WA .- AND IACICI'I.L WI1H S/4 - lIII"..a ., II\<: ~AIJ. I( LND IN I1IltCT ~ '1'0 MNU'AC1UMII"I ~ (JOHNS MANWJ.l NNG 11"1t: I'YC I'ft lNITAU.AtION _ at IQUAI".) IlAac~G " U1lJTY IN:NCHEI lIU. NOT . ~ UN" ~ IY TtC aN. 10. IAQ(AJ. W"1INAL. nIR ..,. MAIII AND LMI IMAU.. . JrOt.ooCllltClM, NON lIUI'nC MAD.... F1IIEI OF ALL DIMS. LUtI'I AND OIIONIC MAT1IIl I~ IlIAD"" "-ACID W1HIN v~) POOT 01..... NICJ ~ !HALL NOT CONTAIN /11I4'1 ITONEI 'YHNf 1'10 (2) IICllCIIN DIMC1IIlI (1- nIR P'WC 11ft) AND NO ITONl L.AJND THAN IlX (1111OC1 .. DtAMI'1P wu. I( ,..TT!b IN NfY IAC:KnJ., It. AU. [XCAVA~ IN ElaI1WO IllIQHT 01 .Y IHAU . IACICI'I.I.ID AND STAAJIID AT M If<<) OF ~ DAY TO IIIIIIIT II'G:IIS1MAN AltO ~ ""Arne ..... TO COHllUr.C1UIt LlAVlNO .1'1. 12. .... IhD IS NOT 'MTHIrl ~ III'lIT .. TO . LOCA1ID IN A UT\JTY EAIDIENT AHD CITY ......lINANIZ ...-01 .UN II IWMU TO WAHiOLJ: ONlY. '3. UPOtrI 0ClWUlI0N 0If ".. WOflK AND fINCIt YO ~T at M'tW.T A 'tWJAI,. IHftC1lClN AND \UO MCQIlIONCI ~ . liIADI 01 H CCIIII'l..ITID S'fIlDl. 1'M( CTY ~AU. """D'C THE SYS1'DI ,.. TO " IllIG II\AClID IN IIJMCI AND IIOfG ~ 'ClI' MAlNlDlANCIL 14. ClClUf'L!Tt -AS 1UIl.T" N'CAIA'nOfiI 1IB.A1M: YO IIIANMCILII. ""'.... -*II. "T'I'NOI. PIP[ lDIOTMI. IN\OTS AND &CI'a ~.... . ACICUtA'IIL Y MCCIIIID AND ,..TlIO TO 1H! aTY IQCD AtCI IEt.LIO IV ,. ~ LNe ....... 1!l AT M END 0If lH! ONE (1) 'ItNI WAIIIWITY NIICID tIC CITY ~ T.V. ..-.:T, AND 01EQ( .......U ~ AND ~ 10 ~ ., _AIM _ NEOESSIlItY IEFtN. H WAllltANTY M)ND II MlaAIID. . ~ r-r .. ... - .. . i:J"- _.,._..._ -~U a.oN \W 10 "L 1/1 - II'IR 'OOT WN. AL 1IRNA 11: ~.... AND ~ ... J"V'ffA .... DP1H - _.,.-~~ ~ AI MQlMID ./".:~ \ ../.,:,/ talL .. ,~ 11ft (.....) ....y.. /',j :~~ - LINOtIl\JMIDIClL '1"'.1 ""<j aIK \.P 10 "L t/l- fIGt A:IOT.... ~J I UHITAlty / I - CUANClUT ON IAOt IIWtCH .... IIlAIN. .... IIIMClE 1 I CCWlC1t1Olo. AT ~ " S-:=j: ~_/_ ~_";.___ ~ J ............ 1 ~ DOUBt F SER\ilCf ~ I" MAX. ~J P. R/WOR--._ IANTNlY tIWIR MAIN / ~.,_.,_.._,._"_.._.._.._,._.._.,- ~1' S'___ , 1l .c'n'..._ /1" IAl.LNAIlK!II!' - !. I ,............r H tr MAl. ~ J SINGLE: SERIIICE , ~ " IIJMCI LAlINALS IMAU. 'IIRMINA. ... NOIIIIITY lM AT A OIPTH '" 3: nET W1tt Q.UINOUT NfO MAN<tD .TN A rX4- ....'TID STAICt AND QMlN !lClOT'OtII.... I1.ECTIKNC IAU. WAND:. ~ .. ... - .. . . '$'-4- \"11'" r-<r '11"[ --~"I ..-... -- .,......... 4'-fI' 1"11'" r-r 1"1 z, ~ - "l. ~- I ~ '1-18- . ~,... 21/r.Il/r"xt/4-... " "I-" OooL f"t:' f"t:'t""'" ~ ::l 0 Ji~% ... % ,.... ",.. ,~ .~ .' . L... ", ,~,,~'. ...... ~.' /,'.;..... " '"".,.'" .....' " , . . . , T ... ... - :. ;\. -. , ~.L " T JllDO,...L~ ..........,. ",lr o.c. ......3000 ,....L c.... LONGITUDINAL SECllON CROSS SECllON r- '-11 ,....-j r ~!~=..":;...~-..."'. : :"rr-_'V',"~,t".,:1...._ 1 .......-.... ... 1 ;/l-'. J,I'Ir ... ..... wt. 100 .... .L Hore a..rtfW aI ...... .... 3/4-. CITY 01 QUlltWA1IJIl. ntJfIIIIDA ~ 10 tE D(P"~ STEEL GRATING .. ~ . - fA :_ -.' ...... f. ....CI( . ........ t~- MEDICAL OFFICE DR, LOUIS M, PAOLILLO 110 JEFFORDS CLEARWA TER STREET FLORIDA 14- ....... r '. .. . ... .... rrIJ.H PARKING BY DISABLED PERMIT ONLY $ ~os FfNE F 1 SI 318J4 , t n-,.. $oS ~... f ...' -I :". ~ .r-I >- Z ..... ~ ~ -! u 15'1 19' I 12' 12'1 19' I SIDEWALK ~. ,"'- ,,\"O~ ~ --~~ ----- 1,5" TYPE S-1 ASPHALTIC CONCRETE 6" L1MEROCK BASE _ 9" COMPACTED SUBBASE TYPICAL PARKING LOT DETAIL NOTES: ALL THICKNESSES ARE MINIMUM BASE COMPACTION TO MEET 987. UNDER AASHTO T -180 SUBBASE COMPACTED TO 98 7. DENSITY UNDER AASHTO T -180 MEASURED AT SURFACE SUBBASE TO BE NOT LESS THAN 9" OF GOOD CLEAN ACCEPTABLE MATERIAL COMPACTED TO NOT LESS THAN LBR - 40 ...... * ..... ' r_'"C" .~: ..L Steel 1'II1n1orCllTl..t , _ I _ S. min. wall \tllokn.. : t.- II acid r....tant I cement 4000 p.Ll t 2- 1ft min. I ..--- Grout fill opening with I/'" non-wink martcr : I \ ~ 1 :""-t I . jl~\ "'" ..irt~~-~---- I~- I-~ f~':=)'" Pipe ..I', Grout flow cnonnel.J P;v.c. ,.. ,..1r'III manhole adapt.. coup!lnt b)' Flo Corttrol. Inc., Off approved wow Itop oouplln9. - __a -- - -1.$" - ,. Strlu ~ -- r . -I" s.m. C ~ I t ..,41-ko) r--'2.' -1.$. STANDARD DETAILS ~ R...., 0-... .~ " ~ ~ ~ ~ ~"l" - -~ ;- . ( t\ J ~ ~ sl~1 SITE PLAN # SHEET C-2 . 'AlIUIO IY N~" -0 fEMlT OILY .us,. ..... J1I.I4 -r- J ....-- - ~ . o , ;.. 1~18aIS~ 31Ell! : -11!b9~ :~IEltE3 13i131 ~~ ~IOl -11-- z-