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<br />THAT PARlDf TRACT 113, Sl.CT~ 3, lO\\NSHIP 26 SOOTH, RANG!. 21 I,ST, l 'flNG EAST Cf ,
<br />US HIGl1'/i.A~ NO' 301, AS DlSCRIIJlD ANO Sl\Q'~ OH 1\{ PtAI Of Ilf'rRHlllS m01'r
<br />CC4./PANY LANDS, AS RtCORl:(O IN PlAT BOO< 1, PAG{ 55, PUBLIC R(CI :DS Of PASCO
<br />C(;WTY, flORIOA, rURTI{R OCSCRIBtD AS rCHOWS: '
<br />
<br />ALL PAVEMEtH MARKINGS &: SIGNAGE Vvil.! D~ If' :L'\Ll.ED IN CONFor\MANCE ~"i::l ~DOT
<br />ROADWAY AND TRAFFIC DESIGN STANDARDS (80I..KLET DA1ED JANUARY 2001) MW
<br />THE MUTeD MANUAL.
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<br />C(J,j~Nc[ AT THE soon/[ASI CORNlR or SAID Sl.ClION 3-26-21; TI{ C[ N,OO'25'50'W (A.4
<br />ASStlM(D BEARING) ALONC Till [AsrlfH BOONDARY Of SAID S{ClION : A ~Sl^NCl: or
<br />m..JO,f[EllO A POINT ON THE IllS1lRl. Y R/W LINE Cf rOOI KING RQ ); lHlNa.
<br />N2~'J9'JO'W,'^l(m SAID RllIllNr, A [)STANCE Cf 13185 flE! ID II< POINT Cf
<br />B(GlNNI~C; TH(Nlt \'.{ST, II [)lSTA.~C( II 177.5J rEEl; T!lNCf 52J19' n, A DIS1ANC~ G:'
<br />13582fl[T; IH(~CE S.65'25'48'W, II DISTANCE Cf 24220 flET fa A I ~Nl CN A CUR'<{ CN
<br />U: .[ASTERLY R/H LINE Of U.S, 301; lHlNa AlONG A CUR\f CONCA't1 [ASlfR\. '( ON AN'
<br />ARC Of' 26e29ruT, \11TH II RADIUS Of 103121 1Hr. SU81lNOlD rlY , CHOOD Cf 267.5.3
<br />fEE I, CH~ BLARING N.07'1 i'5a'W; lHI.NCf EAST, II DiStANCE C1 J5a. 1 rEU 10 A POINT
<br />ON TH[\'tST[RL Y R/W LINE C1 rOOT KIIIC ROAD; THllICE 525'39'30'[' ,LONG SNO R/'/(, A
<br />DISTANCE Cf HJ8 Hll 10 HIE PQINT Of BWIINING,
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<br />C(}/U,II/II/C 54,5.1~69 SO f 1 ~ 125 ACRES, IIORE DR LESS.
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<br />_________.__ r__'___________ _..
<br />CURVE TABLE
<br />~SvR~]~~~U(L l~(~L Ci~~w [CH(J!1Djf~f;INrL
<br />C\ 10,J121'R 76829'R 26753'R' 1I07'11'511'1i R
<br />2674S'M NO 1'12'22"w I.l
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<br />t./AP II. JHE ori Of llPHYRHlllS, PASCO COOI/1'I, COl4l1UNtn NUI.tBlR 20m (I.IAP NUMBlR .
<br />1202JH)()05~ C), I.IAP RlV1Sl.D OCC[l,(U!.R 17, 1991.
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<br />PROPOSED
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<br />FAST FOOD RESTAURANT
<br />wiTH DRIVE THROUGH
<br />54,634 S,F. (1.25 Ac.)
<br />. ,4.558 S.F. (8.3%)
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<br />. 2..'.65 S,F. (4.0%)
<br />-3.927 S.F. (12,0%)
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<br />"'39,519 S.F. ("12..3%)
<br />15,115 S.F,(27.n:)
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<br />49 SPACES
<br />(INCL. 2 HANDICAP)
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<br />4,256 S.F.'(7,8%)
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<br />60.35' .
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<br />1,890, S,F. '(3,5%)
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<br />41.896 S.F". (76.7%)
<br />12.738 S.F.(23.3%)
<br />
<br />60 SPACES
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<br />SOUTH, RANCf 21 EAST
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<br />REQUIRED/ALLOWED
<br />(MINIMUt-A) ,
<br />C-2 '"
<br />, .~, .: \
<br />
<br />FAST FOCD~ RI;STAURANT
<br />W1n~ DRI\'E THROl!GH
<br />
<br />N/A " 7 :';.';
<br />
<br />13,658 SY','(O:25:FAR)
<br />. . ,.
<br />
<br />30'
<br />0'
<br />30' (S,R.o11) .'
<br />
<br />30'
<br />2
<br />N/A
<br />N/A
<br />
<br />., '. ~ ,::
<br />
<br />5% OF V.U,A~(1'.~44 S,F,)
<br />
<br />'(,' : t
<br />
<br />',"'r
<br />'. './
<br />
<br />4.3,707 sr. (00.0%)
<br />10,936 S.F. (26%')
<br />
<br />."
<br />
<br />31 SPAces ,
<br />SPACE/159 Sf.,
<br />
<br />. r
<br />
<br />. "
<br />
<br />GEN[I~^l_ NOlES
<br />
<br />1. UtDONALo's ROAD SIGN AND BASE ARE BY THE SIGN CO~IlRACTOR.
<br />'CON.DUtl' AND WIRING ARE 8'1' THE CENERAL CONTRACTOI<'.
<br />
<br />2, BASES. ,i,NCHOR 801. TS, CONDUIT. ,i,ND WlRH~G fOR ,i,LL orHER
<br />~ SJCNSARE BY THE CENERAL CONTRACTER,
<br />.1
<br />3, .3/"" [MPTY CONOUIT TO LOC,i,TIOOS SHOI'fN AT THE LOT PER1-
<br />(4~ TlR 'foR LOT LIGHTING IS BY THE GENERAL CONTRACTI)R, LiGHT-
<br />(NO (IX,TURES, 8,4,5ES, POlES, CONDUIT. ,4,ND WIRING ,4,RE BY n~E
<br />.OM-lE"R/OPERATOR,
<br />
<br />~, l3,....SE~,.rOR flAGPOlES ME BY THE GENERAL CONTR^Cro~, ,4,NCHQR
<br />801. TS AR( BY THE FLAGPOlE SUPPLIER,
<br />~ ' ~"
<br />
<br />5. PROPO$ED UTILITIES ARE SHOWN /N SCHEMA TIC ONLY. EX,4,CT
<br />,LOC,i,T1~S SHALL BE DETER~iN[D TO ALLOW fOR THE !.lOST
<br />.tCoNOMIC,A,L INSTALLATION,
<br />
<br />r .'
<br />6, THECONTR~ClOR SHALL COORDINATE WITH ALL UTILITY CCilAPANIES
<br />TQ OE1ERWNE EXACT POINT or SERYlCE CONNECTlON AT EXISTINO
<br />UTlLlT.Y, REfER 10 THE BUILDING ELECTRICAL AND PLUMBING
<br />DRA'MNc;S FOR unLlTY SERYlCE ENTRANCE LOCATlONS. SIZES. ,j,ND
<br />C!~Cl,ilTlNG,
<br />
<br />7, AL~ ELEVATIONS SHO~ ,4,RE IN REHRENCE TO mE SENCI-t,(,4,RK
<br />AND I.ilust BE \/(RlrJED BY THE GE/~ERAL CONTRACTOR AT
<br />G~o..,iNDBREAI(,
<br />
<br />e, r1NISH,WALK, AND CURB ELEVATIONS SHALL BE e" A80\/( F'INISH
<br />~A\/(IJENT,
<br />
<br />9, ALL'LAt>jDSCAPE AREAS SHALL BE ROUGH GRADED TO s. BELOW
<br />lOP, Of' ..ALL WALKS AND CURBS, fiNISH GRADING. LANDSC~PING.
<br />AJ~D. ~PRINKLER SYSTE!.lS ARE BY THE OWNER/OPERATOR,
<br />-' ,
<br />10, to.T UGHITNO CONCRETE fOOTINGS TO CONrO'~!.l WITH THE ~;()jLS
<br />; Rt~OOT 'BECOMI.AENO,i,Tl0NS fOR n~IS PARTICULAR SIlE,
<br />. I ' .
<br />
<br />P^VI~~G SP[CIFIC^ liON
<br />
<br />(M,I~IMUM 2" TOTAL COMPACTED A$PHAL T THICKNESS)
<br />
<br />, ..
<br />------..,~
<br />I
<br />
<br />--
<br />,
<br />
<br />/'.
<br />
<br />The Gen~r,oi,Conhoclor Shell provide McDonold'S wi strucfufolfy B
<br />cosmell.cQl1y sound driveway B parking areas according 10 the
<br />followi~ll..' ,.pee/fleotlons. All sub.boSll sod. fill a beck-fill oreO$
<br />sholl be,to(l",Pocfed until the upper one loot oUoins 0 ciensily 01 01
<br />leost 95%. pi lhe maximum mOdified Proctor dry denslly fASn..1 D-
<br />i5571~ASHrO T.IOOI. The base material sholl con'slsl of 6"
<br />mlnlmurn ctimpoc'ed Ihickneu crushed lirnerock {FDOT clpproved wi
<br />LBR :1001. placed 6 compacted to 98'lo 01 the moxlmu"n mOdified
<br />Proctor qry density IASTM D.1557/AASHTO T.180). AltHnole bose
<br />moleriet(J!'OY"be used upon recommendollon 01 the soils en<;lineer II
<br />opproyal. 01 the McDonald's Project Mono~er, All asphalt sholl be
<br />Slale .6f Florida speeit/colion Type S.I modified wi 0 minimum
<br />-MarShall FI~ld Stability Test" 01 1,250 ibs, a minimum :ol1'1pocled
<br />thlcknes; 01'12"', All tesllnQ sholl bll done by 0 compuny opproved
<br />by the ~cD~nold's Projecl Mano~er: Sold company shiJlI bll directly
<br />respons,lble.lo,a:Sholl consider McDonold's 0$ II, only clienl for
<br />this proj.cl:, Tile loeollons 01 0!1 lesls sholl be selec; led by tho!
<br />McDonald's' Pro'jec! MOl'\OQllr. The sub.bon sholl be lestEld In lour
<br />(41 locallOn, 'Ior' beorinQ volue a eompocllon. The boul shall be
<br />tested In'Jour 141 locoflons for lhlc~ness a compo,: lion. The
<br />ospholl sholl~. ,tested in lour (4) localions lor lhickne!lt. Iype a
<br />stobilily.' '. AI(tM tesllnQ lor eoch precedinQ malerlal m'JII bf solis.
<br />iu\-Iory belore ,or.h successive material Is inslelled. McDonald's
<br />shail be' nollli.ed. 01 fhe tesl resull. 01 011 tests a re.lnSls, When
<br />a lesl !CHI, or. ~h<!n, in ihe opinion 01 the McDonald', I'rojecl MQr.
<br />alar 'Constr.ucllo'n MQr., Ihll instollotlon is unsatlslaclory, remedial
<br />ruling alar .remedlol corrective measures sholl be done' in accord.
<br />once wi, thel;, directives All the above lesllnQ ShOll be done at the
<br />General. Conrrqclor's expense a sholl be Included In hls/her C,S S,
<br />
<br />"
<br />
<br />\lorE: . f):O{)!'inD'S ENClNEER REstRI,.{S THE RICHT 10 REQUEST A CQYPACTlQIo4
<br />1[~! ~\,/QA A CORE SAMPLE, It lES1S PRO\{ CQARteT. PER AeO\{
<br />!lI'EClnCAnPH; 'ESTS WILL BE AT THE (lr.PENSl or UcOONAlO'S.
<br />OTlilRillS[; G,e, WILL BE CHARGt:O,
<br />
<br />LO r UGH TING r~ECOMMEND^ liON
<br />
<br /><;
<br />, . "
<br />
<br />'. 4.!..26' CONCRETE LOT LIGHT POLES
<br />'1000 WATT METAL HALIDE LIGHT FIXTURES
<br />
<br />: .!. i ,: I I ~
<br />N01E,:' EtECTRICAt CON1RACTQR TO CIRCUIT LOT UGHllNG AS N01(1),
<br />, '
<br />
<br />1 .1'
<br />
<br />,
<br />I
<br />
<br />P^,~KING INF.or~M^ liON
<br />
<br />...
<br />
<br />'"..)
<br />
<br />TOTAL
<br />~;PACES . "
<br />
<br />29
<br />o
<br />18
<br />
<br />2
<br />
<br />90.
<br />
<br />EXIST SPACES
<br />SPACES
<br />SPACES
<br />
<br />9'
<br />
<br />g'
<br />g'
<br />
<br />, .
<br />
<br />x
<br />X
<br />X
<br />
<br />18'
<br />18'
<br />16'
<br />
<br />o
<br />o
<br />o
<br />
<br />90'
<br />90.
<br />60'
<br />
<br />49
<br />
<br />..
<br />
<br />,
<br />
<br />HC SPACES
<br />
<br />12'
<br />
<br />x
<br />
<br />o
<br />
<br />18'
<br />
<br />"
<br />! I.' .
<br />
<br />UTILITY INFORMATION
<br />
<br />'.' '.
<br />
<br />,.
<br />
<br />SIZE
<br />
<br />LOCA nON
<br />
<br />TYPE
<br />
<br />SANITARY S~WER,'
<br />WATER ;- f' ;
<br />STORM S(\VER ,
<br />
<br />(lEClRIC
<br />GAS
<br />
<br />, ~, .
<br />,... .
<br />
<br />I
<br />,'.
<br />
<br />~
<br />, I'
<br />
<br />,r., "
<br />
<br />SUr~VEY INFORM^ liON
<br />
<br />PREPARED B~:GEOr~GE A, SHIMP II AND ASSOCIA 1ES, INCORPORA1CD
<br />, !
<br />" ';.3yOJ, DeSOTA BLVO, SUITE [)
<br />, . ....PAU-A HArWOR, rlOf~If)A 316B,3
<br />,,' ..
<br />
<br />C,UE; J!jO/.05,"
<br />. . " '
<br />
<br />, .
<br />I. .
<br />
<br />LEGEND
<br />
<br />SANlTi,\r~'1", SEWER
<br />"S' . S
<br />. ," WATER
<br />'.W ," W
<br />STOR'-4' SE~f:R
<br />-ST-ST~-ST-ST- EXISTING ElEVATION
<br />; .EL~C1RIC
<br />E~-E E
<br />
<br />. I I,>" PLAN SCALE: 1" = 20'
<br />~.
<br />
<br />~S
<br />
<br />GAS
<br />G Ci
<br />C~-D
<br />
<br />S- -G
<br />w- LOT LIGHT
<br />
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<br />LP:~O
<br />~?
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<br />~~v
<br />'~
<br />:-)'
<br />
<br />-w
<br />
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<br />
<br />PROPOSED ELEVATION
<br />
<br />. STREET ADDRESS
<br />6056 G~,!I:':,80,ulevard (U.S. Highway No. 301)
<br />
<br />" ,1 CITY
<br />ZEPHYRHILLS
<br />
<br />STATE
<br />FLORIDA
<br />
<br />.'.
<br />
<br />COUNTY
<br />PASCO
<br />
<br />RIGIONAL bWG.NO
<br />. .. .
<br />
<br />DRAWN BY: A.L.E.
<br />DATE DRA'NN: 5/05
<br />
<br />-
<br />
<br />C & F JOB NO: 8418
<br />
<br />009',~10283
<br />
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