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<br /> <br />~ ~ \ 1 <br /> <br />J\I <br /> <br />~50,96'8ID <br /> <br />I <br />1 <br /> <br /> <br />I <br />~I <br />!IS <br />~ <br />~ <br />I <br />I <br /> <br />I <br />I <br />~I / <br />~I / <br />~ <br />t.i <br /> <br />/ <br />/ <br />/ <br /> <br />/ <br /> <br />I <br /> <br />/ <br /> <br />",00' <br /> <br />~i <br /> <br />w <br /> <br /> <br />S <br /> <br />SCALE': 1 ~ '" 20' <br />~ ..:-r - rID., <br /> <br />O' 20' 40' <br /> <br />NOTE: <br />FOOT M.O.T. PLAN INDEX #613 <br />LANE CLOSURES SHALL BE <br />PROHIBITED bURINTG PEAK <br />HOUR PERIODS OF 7-9 AM & 4-6 PM <br /> <br />ONE-WAY DRIVEWAY <br />DRIVEWAY DESIGN SHAL <br />BE IN ACCORDANCE WI <br />FDOT STANDARDS, CLASS "1" <br />CONC., 6" THICK W/A DOUBLE <br />LAYER OF W'NF 6x6-W1.4xW1.4 <br /> <br />\ I <br /> <br />SAWCUT EDGE OF / ~ <br />EXISTING PAVING / // <br />FOR NEW DRIVE, 65 LF <br />PROVIDE M.O.T. PER <br />FOOT IND#61/) <br /> <br />ONE-WAY DRIVEWAY f <br />DRIVEWAY DESIGN SHAL <br />BE IN ACCORDANCE W/ <br />FOOT STANDARDS, CLASS "1 <br />CONC., 6" THICK W/A DOUBL <br />LAYER OF W'NF 6x6-W1.4xW1. <br /> <br />2.0' <br /> <br /> <br />1" DIA. HOLE <br />PROVIDE 2 NO. 6 <br />REBARS 18" LONG <br />FOR INSTALLATION <br />(TYP) <br /> <br />PRECAST (3,000 P.S,I.) <br />CONe. WHEEL STOP WITH <br />J NO. J REBARS CONT. <br /> <br /> <br />1 ~ <br />::> <br />:::E t <br />W Z 00 <br />0::: :::E .- <br />0 ~ <br />:::E t <br />('oj <br />0::: <br />0 <br />~ <br /> <br />CONCRETE WHEEL STOP DETAIL <br />N.T.S. <br /> <br />RETENTION POND <br />(2:1 SIDE SLOPE) <br />TOP 107.50 <br />BOT=104.50 <br />VOL = 1,581 C.F. <br /> <br />WHEELSTOPS (TYP.) <br /> <br />WALLED RETENTION POND <br />TOP ElEV = 109,30 <br />DHWl = 107.50 <br />INVERT = 105.10 <br />227.5 S.F. <br />544 C.F. <br /> <br />vi ~ <br />~ <br />HIC STALL 8> <br />W/5' AISLE 0 <br />Jik <br />0.."" .ff <br />0.. <br /> <br />2.00' <br /> <br />. ',' ; ."~ '\ .' .-\- . PROPOSEJ <br />, ,'. :,....: ~ ~ 8UILD~NG <br />'.. ' ~ ". APPROX. 1721 ~ S,F <br />"1- ':.t <br />F.F, = 110. 0 ~ <br /> <br />WHEELSTOPS(TYJ.) <br /> <br />48.02' <br />)J3.55 ' <br /> <br />2.44' <br /> <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />Ii, <br /> <br />PROPOSED "k.10NUMENT" SIGN LOCATION ~ <br />(PLAN FdJ~ stGN BY OTHERS) I .- \ <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />AUTOMOTIVE.R EP AIR <br />FACILITY <br /> <br />EXISTING CONCRETE PARKING LOT <br />AND DRNEWAY ENTRANCE <br /> <br />/~ <br /> <br />NC SLAB <br /> <br />2' BUILDING SETBACK UNE <br /> <br /> <br />b <br /> <br />IWII<ItO ", <br />0lWiUD <br />ItfM1' <br /><KY <br /> <br /> <br />GRADE~ <br /> <br />31 - ,. 'IiHITt CHEVRONS <br />CQ\.llU.Y SPACl!) PER AISlE <br /> <br /> <br />6'1 i I- <br />I ~ <br />L-bn; <br />1 <br /> <br />1_ H'_I <br />rMiN:I <br /> <br />6.0' l <br />POST (OPTIONS: 2" x 4" OR 2-1/2" <br />MIN. DIA. WOOD; STEEL 1,33 LBSjFT. <br />MIN.) <br /> <br />FILTER FABRIC (IN <br />CONFORMANCE WITH <br />SEC. 985 FOOT SPEC.) <br />ELEVATION VIEW <br /> <br />'. <br /> <br />SEC. <br /> <br />~ TWP. 20 S., RNG. ~/ A'. <br />PASCO COUNTY, FLORIDA <br /> <br />Call 48 hours before you dig! <br /> <br />, PRINCIPLE POST <br />20'0 :1: V PATTERN (CANTED <br />~ 20 DEGTREES <br />TOWARDS FLOW) <br /> <br /> <br />-1 <br />(3 <br />r::: <br />0::: <br />w <br />> <br /> <br /> <br />IT'S THE LAW I <br />1-800-432-4770 <br /> <br />FILTER FABRIC <br /> <br />SILT FLOW <br /> <br /> <br />~ GROUND LEVEL <br /> <br />SECTION VIEW <br /> <br />\1 <br />~ <br />P <br />.-9 <br />\ <br />~ <br /> <br />TYPE III SILT FENCE DE'1;AIL <br />NOT TO SCALE <br /> <br /> <br />. <br />~ <br /> <br />r <br /> <br />~~ <br /> <br />.A. <br /> <br />r <br />cS- ; <br />1 <br /> <br /> <br />$' l- 12' MIN. - <br /> <br /> <br />2.-.1 <br />6" ---1 ~ I~I <br />6"-~ i ~ <br /> <br />I r 4' ; ~ <br />\1 . <br /> <br /> <br />\ ~ 1.; r' <br /> <br />, , ~ ." l <br /> <br /> <br /> <br />~ ' <br /> <br /> <br />2.00' <br /> <br />, , <br />,. " <br />.' <br /> <br />~ <br /> <br />,,: ,'j' <br /> <br />~ <br />T'" <br />N <br /> <br /> <br />0.67' - - <br /> <br />2.00' <br /> <br />19.00' <br /> <br />WALLED POND LAYOUT DETAIL <br /> <br />SCALE: 1":: 5' <br /> <br />,,' <br /> <br />'1~ <br /> <br />.f <br /> <br />SITE~DATA T/JBLE <br />- <br /> <br />ENGINEER - SURVEYOR <br />C, Fred Deuel & Associates, Inc. <br />5151 Gall Boulevard <br />Zephyrhills, FL 33541 <br />(813) 782-6717 <br />Address: <br /> <br />O\VNER - DEVELOPER <br />Zoltan Retey - The Hearing Aid Center <br />571O-C Gall Boulevard <br />Zephyrhills, FL 33542 <br />(813) 783-1249 <br />No physical address assigned at this time <br /> <br />Legal Description: <br />All that part of Tract 81 lying east of the right-of-way ofU,S. Highway #30 I, in Section 3, Township 26 SOUtJl, Range <br />21 East, ZEPHYRHlLLS COLONY COMPANY LANDS, according to map or plat thereof recorded in Plat Book I, <br />Page 55, Public Records of Pasco County, Florida, <br /> <br />Together with that portion of the alley showing on said plat lying East of same, said alley having been closed and <br />vacated by Resolution of the Board of County Commissioners of Pasco County, Florida, dated April 27, 1971 and <br />recorded in Official Record Book 541, Page 128, Public Records of Pasco County, Florida. <br /> <br />PROPERTY CONTAINS 8,868 Square Feet or 0,20 Acre, more or less, <br />ParcellD. Number 03-26-21-0010-08100-0000 <br /> <br />FLOOD ZONE: Zone X <br />Community-Panel Number: 120230 0455 D <br />Map Revised: September 30, 1992 <br /> <br />FUTURE LAND USE - MIXED USE <br /> <br />PROJECT SUMl\'IARY & SITE DATA: <br />Total Building Area == <br />Total Gross Floor Area == <br />Total AsphalUConcrete Area = <br />Total Impervious Area <br />Total Green Area == <br />Total Site Area <br /> <br />EXISTING <br />o S.F. <br />o S.F. <br />o S,F. <br />o S,F. <br />8,868 S.F. <br />8,868 S,F. /0,20 Acre <br /> <br />PROPOSED <br />1,722 S,F. <br />1,722 S,F. (19%) <br />4,396 S.F. (On-Site) <br />6,118 S,F. (On-Site) <br />2,750 S.P. <br /> <br />ZONING: C2/ Conununity Commercial <br /> <br />fI,l.OPOSED USE: <br /> <br />Hearing Aid Center <br /> <br />Variance from rear setback Obtained for this site through Board of Adjuslment meeting of September 15,2005 <br /> <br />~:';;:-:~.~:"~:':- <br /> <br />~;:;.~ .:-: ~.. "t ~ ' !, <br />City ofZ~hfi)' ~:.:-:: .., _:. ' ' :1 <br />Site PImJ ~ A~..tt ~ <br /> <br />Approved 1hIs ~ _mOot- 20 0 b. <br />By It. ~ ________ <br />Director of Developmem . APPROVI!O SUBJeCT 10 ATTACHED CONDITION <br />Authorized 5ignatut, {k,;J UJ}o..~...d.S:. <<..Mf>f"~ fDo"T Row ....sLf.Mci <br />p~. ~~,.."i.t :J.rt.~ .fC.f"l\Clvo.L!~~. :=,.B9S.~ ... <br />~~J<d? '" 1""~Ii" l?f!\~ .,~ land"",.~ <br />............-~~ r~ploce~ c>-t g4il oC\k... <br />8lTE PLAN APPROVAl eXPIREsJl. L10,)06 <br />LEGEND ,. -- <br /> <br />/ <br /> <br />Site Plan Re\iew F~.: p~;:c:~ <br />Date 3/2/0' Amount ~iXJ. ~ <br /> <br />t1 (cJ;:~ <br /> <br />~ <br />" <br /> <br />o <br />~ <br />/ <br /> <br />Indicates Proposed Elevation <br /> <br />Indicates Existing Asphalt <br /> <br />Indicates Proposed Concrete <br /> <br />Indicates Existing Elevation <br /> <br />REV.' DATE <br /> <br />REVISION <br /> <br />BY <br /> <br />, . <br /> <br />C. Fred Deuel and Associates, Inc. <br />CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS <br />ST. PETERSBURG. ZEPHYRHILLS <br /> <br />St. Petersburg Main Office: <br />1620 First Avenue North <br />St. Petersburg, FL 33713 <br />Phone: (727) 822-4151 fax: (727) 821-7255 <br /> <br />Zephyrhllls Branch Office: <br />5151 Gall Boulevard <br />Zephyrhilts. FL 33541 <br />Phone: (813) 782-6717 fax: (813) 782-5426 <br /> <br />Zephyrhills <br /> <br />S'(7!K~PMH <br />PHOPOS.$'.f)'- (1ft'F/C$ BU./I,.D/HC <br />/orZ(j/,TAH {?K7'ffY <br /> <br />FLORIDA <br /> <br />DESIGN: <br /> <br /> <br /> <br />WORK ORDER No. 14454- -ZH <br />DATE: December 13 2005 <br />SCALE: 1::: 20 <br /> <br />SHEET <br />No. <br /> <br />..- <br />DRAW11.:/, <br />CHECKED: <br /> <br />OF <br /> <br /> <br />FLORIDA SUR Y R'S EGISTRA 1l0N NO. <br />FLORIDA ENGINEER'S REGISTRA1l0N NO. 3~ql, <br />