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<br />Sf/ED LEGEND <br /> <br />(i) 10'X20' <br />(}j 12'X16' <br />(}j 9'X26' <br />G!12'X24' <br /> <br />g,c <br /> <br />oi"" <br />Ot[) <br />. N <br /> <br />U1 <br /> <br />b L \ 5- SO <br /> <br />LL~ <br /> <br />" <br /> <br />" <br /> <br />..,,~ <br /> <br />.,"\ <br />, . <br />.1" () <c> <br />~~ /\ ~ . <br />CJ " <br /> <br />I <br />" I <br />~ <br /> <br />w <br />> <br />I--l <br />~ <br /> <br />" <br /> <br />Z <br />-l <br /> <br />1- 'X' <br />~. <br />ifO ~~ <br />U' 0 <br />...9 ~~~ <br />0'- Ip <br /> <br />>- <br />~ <br />(/) <br /> <br />. <br />Q <br />j :f <br /> <br />... <br /> <br />.,~ <br />. &.. () <br />,T,J . <br />.1" roro <br />~~ ~. <br />CJ f),. <J <br /> <br />/{ TRACT <br /> <br />~ <br /> <br />" <br /> <br />~ ~ ~ ~ W ~ <br />"\' "\, "\, "\"\ AC!I'V <br />~ ~ ~ + N. , <br />,.- i"" <br />'O\j V;J\j op ,,\\j (()\j l.o .~ '" <br />+"\"\ +"\"\ +"""" +"\"\ +"\"\ g ~ +""'0:-' <br />,\j 'j\j \j\j ,\j 'I,.-\j ,,\\j \j\j 0 ~\) ""\) ~ <br />EAS~ ,\'0' + \'0 +"\'O~ +,,\'0 +,,\'0' +"\"\ +,,\'0 f\" +"\ ' f ~srr <br />o 00 ,..... ,i-- ,(') ~(') () "\\) EXIST, \j C'C 3 Pilb' <br />'1 . +"'~e'(, ~~ tn,+A~ v ~"\(() '0' T~B 2~'X112+~"\~ :JI'\"\~';;' ,\<6~ <br />f.;-o, :-:-";-;. ~ ,-:- -: T ,.-. 'I CONC, SLAB --.... - -' V;J':). //>> l <br />_. ' . , ' .,..." ',. " _ \j \j " ~ <').., " ":J\j 80 ,90 , <br />'. ',"': " :." .' .. , " : : ',1 ~ "\~ "\(() r' ~~ - ,,\lV\ 'O\j' ,\'0 'O\j ,\jCL SWALE b< <br />,'-~"""'--;-,;--,.-'-;-~ ;", ..;'::.'.:."..:'.' ',..,,','.,.f-......~- -,. -'-~~'~-;-.-+'\-.;--.--:-.-:+-~:J?'t"\l'8"'0 ~~' 1 r;"""\' -+-,,\'0' ,\'0' <br />f'....... ' ,'...'. ", " ,',,'.... " .',~ ...".,'0) " .,.'.,.,',~ .,.." 0 ~< o::::'t' -:.--1'782 <br />.','".'.....:,: ",.,".'",'".'. " ,....'.. ., .,.,.(])..,........\<)'\'..1' '...0'-"...1 'jeUJ ,w't'_ EXIST,.....I 0 <br />:"': ';';:; .,....'.., , .... ..'.. :.'. :', ':, '.,: ,': ....:. .:"='" ,: ;,', ';";. ',' '. ',,: b':'" '. : ',.'>'-.: ~, ~~I~~JN~<\',: ~, ,:. :.' ": +~~":' ":1 - ~r\ ~J ~ g ~I I MODU'LAR I I <br />: ',' .. ~" ,'. '., " :'. ,.".., '.., :" '.., ,'. ..'.,: ,:' ',: : ::", :,' ':::" ::': .,.... .::L()'., ':".., ':. ..:.'.,:. -:' .' d... . ..: ". .," ~J,.' ;'.1:' .,..:' :,' '~""I ~"I ,1P{ I~. =:J~ LIl , FF\j80,50 r SP AC! ,,1Y1 n <br />l". ....'...,'.::'. ...,".,.,." ..... .,.,.,.'...',...", ':\~l<AXI.w.A,Y.i\t.". ..'..,."b0,...,I\.~ccfi3rr mLL 15,p-~' FOR b<11 <br />\ ':~ '~'':'':'''_:'': ~'.'..!.'.' ""-" ~ ,':.,".....,., ,..,'. ,. '" ,.' '," ~.., ". .': . ':":';' :i..'~' c.:..,.. ,.~.~ ~.:..:..: ~.,~ +I.~ ~...L '42-'~ '4'(t CLt ,(" 27' ~'O' -, 52,1 -.J ;':',-J HC ",,'Q I <br />:,.:',,'~...'...:::..>. ,'<,' ,'; ,:.'...: ,:; ,':':~.'I"~ S~ALE .5-1.0' DEEP -~ ~,~iG9~~3 -~ rGf.iS ~Q~.. ~co. ~~~ ACCE S I I <br /> <br />~~ - . -' , "'~c~ _ _ 1~1 ~ _ ~o ",:0 $0 =.~i~E ,,19 / ;. ,0 ,,--,RA~P I I I I <br />\." r ,'0' ,,'0' '\'~ " 1 L~f;l 1C1'v'" 1"\'0' a. ::/0 a::: <br />- '- EXIS~ 8 --;.M~ ., , + r S-4' )} >~'- EX'!- F.H./ "+ j.1u' ~ I -0 I I 0 I <br />~ ----- OP~ EXIST, '-. .~~o.3JEX 2"G V I~. W j N N <br />12"X12' SHED ~ _ T~ 74'X30' -~ ~. ~ '-l ~- (/) III .~ \ I .~ I <br />'I,.-\j OP--o/.. V;J\j I \)~ " I ~ ~ ~ ' ~\) I ,\j I <br />,,\'0' +,\'0' - ~Op_ +,,\0) 2 PVC W.M. o.x x+"\' I t:J I ,,\'0' I ~ I <br />I I - 0 N x 78,60 W u u <br />4-14 X14~ DECK . ~ 0... ~ ~ <br />COVE RED r. K ,\} w 0... ~ ~ 0 I l I fJ1 I I fJ1 I <br />AREA 1~1'\! 1 S:! REMOtE ~ ~ 1\ I :1:,1 \) 0 0 <br />o ' 'jo ~'fILL CONC 0... 0 fJ1 '?' ~ 0 z '00 z <br />'f 1~~ +,,\'Q +"\'V '1 ~ 1\ I ~ ~ ^'~ G +,\Qj. I ~ I ",,"\' I ~ I <br />I [\',... >: - ~ 1/ \ 8 r I ~ I I ~ I <br />s I :.':'1( ',': .J. .i. I V Ct: INN <br />+,,\'OV;JO ~:."\ . ~ -~~ ~ -PRQFt I\.~~ t? ,I; I ",,'O"?l n I <br />T~ :E' ") , ~ r4'co~t. ",,'0 ~~ <br />8 60.( , ~ I COVE~ED 0 I , I I <br />~ ~,,"I <( <br />)ECK 'I 8 ~1~8J,,~ I I 'jol I <br />~ 0 6 ~ \ I ~ ~ ~ ~ U ,,\'0' U <br />~ g ~2J -t,>- ~~.-J P <br />w....J 0::::.6' I := <br />0:::: m ~ ~ iIS -\ M".JJ n ~ <br />W"NW .x<( (") '~, U1 <br />~; g ~ 8' f' ~~ ~ LSHE:ii~ <br /> <br />MH / I 12'X24+' 'l~:P <br />INV,74.59 J <br />PARCEL "A" (i <br />~I <br />~ I ~ ~o <br />~ I EXI2'xl~1 <br />W I SHED 7 <br />/ \f'~1 '\ : ~ ~:\j <br />I LJ - >> <br />21 l7' Ie '20 <br />o <br /> <br />I 'O\j 20 <br />:;-" <br /> <br />1+ <br /> <br /> <br />r \j 18 <br />:;-,1 <br />1+ <br /> <br />w <br />t[). <br />t[)n <br />t[) 0 <br />P -.t <br />Ot[) <br />o <br />Z <br /> <br />z <br />o <br />U10 <br />Od <br />-....,J 0 <br />(j) VJ <br /><.0 ~ <br /> <br />:E: <br /> <br />PARCEL "B" <br /> <br />30' <br /> <br />PLA T. '" <br />R/W <br /> <br />WEST <br />157.48' <br /> <br />TRACT LINE ~ <br />'-...j <br /> <br />EXISTING LAND TABULATION PROJECT AREA <br />AREA S.F, ACRES PERCENT <br />BUILDING 0,0 0.00 0.00 -- PERCENT IMPERV = 000" <br />PAVEMENT 0,0 0,00 0,00 ' , <br />SDWl< 0,0 0,00 0,00 <br />GREEN PERCENT GREEN AREA = <br />TOTAL 100 " <br /> <br />~ <br />u.. <br />~ <br />U1 <br />X <br />W <br /> <br />I~ <br /> <br />~ <br /><( <br /> <br />LINE <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />PROP. MODULAR <br />24'X44' <br /> <br />" <br /> <br />J"''X' <br />/. <br />~.> 0'O~ <br />~ 'j( <br />''J<': S~- <br />O~ ~ <br /> <br />II <br /> <br />,,\\j <br />'0 <br />"\ <br /> <br />\ -0 I <br />I ~ I <br />I <br />I ~ I <br />I ~ I <br />I ~ I <br /> <br />0:::: <br />I ~ I <br /> <br />o <br />I N I <br />LJ <br />rf DUMPSTER PAD <br />PARCEL <br />.. 77 gO <br />LJV;J\) V;J\j <br />"\'''\ <br />,.-,..:'1 ~ \) <br />1- <br /> <br />lle" <br /> <br />'I,.-\j <br />0)' <br />"\ <br /> <br />\j\j <br />0)' <br />~.'\ <br /> <br />'O\j <br />"\ <br />" <br /> <br />V;J\j <br />0) <br />1'\ <br /> <br />O)\) <br />'0 <br />+"\ <br /> <br />PROP. BLDG. <br />50'XGO' <br /> <br />'jCJ <br /> <br />(()\j <br />0)' <br />ft" <br /> <br />1 0 RV ELEC, <br />/POST @ 10' <br />APART <br />'- ~ <br />~ 0J <br />N ~_ <br /><.0 ('J <br />o <br />. ,..- <br />o l[) <br />o <br />U1 <br /> <br />(\ '1.-0 <br />1"" <br />1- <br /> <br />w <br />t[) "( j:l \j <br />t[) /( 5 <br />t[) '" <br />o L I <br />b (~ <br />o (v <br />Z ,,\\j <br />'\ <br /> <br />i/ T.O.8, . <br />'I,.-\j '00 <br />,,' ,,\'0 <br />+ <br /> <br />(()\j <br />"\'\ ' <br /> <br />c <br /> <br />> /... C <br />0::::0 <br />Z <br />~S2 <br />fJ1er:: <br />x<( <br />WCl. <br />~ <br /> <br />> (..... <br />0::::0 <br />Z <br />t-~ <br />Ulo:::: <br />x<( <br />C wCl. <br />.......J <br />C <br />C <br />C <br /> <br />o <br />z <br />o <br />0... <br /> <br />\jO <br />0) <br />+"\ <br /> <br />'), \j <br />"\"\ <br /> <br />c <br />c <br />c <br /> <br />O)\j <br />'0' <br />ft"" <br /> <br />,,\\j <br />-'\ . <br /> <br />(()\j <br />'0' <br />"\ <br />+- <br /> <br />V;J\j <br />'0' <br />"\ <br />+ <br /> <br />sa <br /> <br />,,\1) <br />'Q <br />"\ <br /> <br />Do...: <br />'0 <br />+'\ <br /> <br />'-)0 <br />'\~ <br />+ <br /> <br />\>-\) <br />"\"\ <br />+ <br /> <br />S3 <br />, C1\) <br />1- IV <br />fJ1 <br />wS4 <br />t- <br />Vi <br />~2ts <br />> <br />;fJ ~; <br /> <br />'I':;)o.\j <br />r <br />'1 bo,\j <br />, ' <br />" <br /> <br />\j\j <br />"\, <br />'\ <br /> <br />,\j <br />co <br />+"\ <br /> <br />\j\j <br />'\ <br />"\ <br /> <br />19 <br /> <br />,\j <br />'0' <br />"\ <br /> <br />'), \j <br />'0' <br />.,'\ <br /> <br />'O\j <br />'\ <br />"\ <br />+ <br /> <br />'j\j <br />'\ <br />+"\ <br /> <br />'O\j <br />D' <br />+"\ <br /> <br />x I <br />,.....26 <br /> <br />1'1 <br /> <br />'O\j <br />"\ <br />"\ <br /> <br />COO <br />"\"\ <br />+ <br /> <br />\>-0 <br />"\"\ <br />+ <br /> <br />I <br />I ~ <br />18 <br />I (()\j. f- <br />:;-" U1 fJ1 <br />1+ (j) :> <br /><.1$ <br />~G: c; <br />~~' ~4 ~ <br /> <br />x - <br /> <br />I 0/3 <br />'" I ( ;r 18 <br />~ >-, ;-.r::s <br />+ .+ MH <br />I ~ 11 <br /> <br />,,~ <br />.",'j <br />~" . <br />Ir-~UBBLER t><~f1v ~~ro <br />/ TOP 74,80 Cj CJ".<? <br />1'1.-0 <br />1 ' <br /> <br />Jo <br /> <br />,,\0 <br />(() <br />+"\ <br /> <br />+ <br />"'>6' 28 <br />'''=>o <br /> <br />lJ>o <br /> <br /><l: <br />cr: <br />o <br />C) <br />z <br />f= <br />fJ1 <br />x '1,.-0 <br />LLJ "\"\' <br /> <br />27 <br /> <br />(()\) <br />"\(()' <br /> <br />'00 <br />"\, <br />1'\ <br /> <br />to\) <br />"\. <br />"\ <br /> <br />V;JO <br />~' <br />30+ 29 <br /> <br />'00 <br />V;J' <br />+"\ <br /> <br />,,\\j toO <br />. '\ ' ,.,'\ <br />34+ 33 3:/ 31 <br />7-R, SIT=:S <br />~ EXIST.2" 'I.M."",,\.. <br /> <br />- -'\~ -- -- - ~ <br /> <br />; ~ ..-- ~ <IST.~"PV~ )S.S. <br />y 1 . '0 "I D,?O <br />Z 3 4 ts " 7 <br />() 9-Rg I TES 0 <br />t:-. 0) ~_'O :.,'1,:\) <br />"i'" j'<.J ":;:'~ , <br />, ; <br />1- V;J"\ <br />'\~__ 'JO <br />'(, <br />~ t..'" <br />EXISBNG D,RfA,,'j'-l <br />"\ ,,':'''1,uv <br /> <br />1 <br /> <br />co\j <br />\' <br />36 <br /> <br />~z~~~ <br />I- / <br />W <br />-.l <br />z <br />I~J ~ <br />,v~G :~ 7730 <br /> <br /> <br />EXIST. V INV.73.85 <br />CON TROL <br />STRUCTURE <br /> <br />? ,\j <br />~ "\"\' () <br />+ ,,\r::s <br />"\ <br />S <br /> <br />LIFT STATION -, <br />""', 'I,.-\j <br />"~ <br /> <br />1 <br /> <br />fL S~;;~~~~O <br /> <br />I ' A'j'> \j =- <br /> <br />u~.~\ OG <br /> <br />LAND TABULATION PROJECT AREA <br />S,F, ACRES PERCENT <br />0,0 0.00 0.00 ~ <br />/ PERCENT IMPERV, = <br />0,0 0,00 0,00 <br /> <br />PROPOSED <br />r AREA <br />EXIST. BUILDING <br />PROPOSED BLDG, <br />EXIST, SD'M< <br />PROPOSED SDWl< <br />PAVEMENT <br />RETENTION <br />GREEN <br />TOTAL <br /> <br />100 " <br /> <br />("'~ <br />("'. <br />N <br /> <br />g <br />N <br />....... <br />..- <br />("'~ <br />....... <br /> <br />~ <br />;$ <br />-r.l <br /> <br />LAND TABULATION OF ENTIRE PARCEL <br /> <br />..- <br />1 <br />('i <br />(<) <br />I <br />'r. <br />~ <br />.-- <br />~ <br />;:: <br />-r.l <br />.-- <br />('i <br />C'i <br />, <br />~ <br />.-- <br />('i <br />,J) <br />-' <br />() <br />() <br />0' <br />d: <br />-r.l <br />a <br />......l <br />-:-: <br />U <br /> <br />PERCENT <br />) PERCENT '"PERV. · <br /> <br /> <br />PERCENT GREEN AREA = <br /> <br />AREA <br /> <br />EXIST, BUILDING <br />PROPOSED BLDG, <br />EXIST, SOWl< <br />PROPOSED SDWl< <br />EXIST. PAVEMENT <br />PROP. PAVEMENT <br />GREEN <br />TOTAL <br /> <br />S,F, ACRES <br /> <br />'" <br />v <br /> <br />-1 <br /> <br />(J 9 <br /> <br />"\\) <br />/~. <br /> <br />",,\j <br />V;J' 10 <br />"\ <br /> <br />\jO <br />"\ <br /> <br />. '1,.-0 <br />'\ <br /> <br />WEST <br /> <br />400.00' <br /> <br />--4 <br /> <br />GRAPHIC SCALE <br /> <br />k-.~ <br /> <br />30 <br /> <br />1 <br /> <br />240 <br /> <br />1 <br /> <br />50 <br /> <br />I <br /> <br />120 <br /> <br />4 <br /> <br />( IN FEET ) <br />1 inch = 60 ft. <br /> <br />L~aAf.g D~fiC~..J1:P~ION' <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />PROP \V ASH AVE <br /> <br />NQ~~~ <br /> <br />1, SITE IS ZONED N"- 2, <br />2. WATER IS SUPPliED BY CITY OF ZEPHYRHILLS, <br />3. SEWER IS SUPPliED BY CITY OF ZEPHYRHILLS, <br />4. SITE IS LOCATED IN FLOOD ZONE .X.. <br />5. SOILS PER SCS IS #38-URBAN LAND. <br />6. ALL FUGlllVE DUST SHALL BE CONTROLLED BY WATERING. <br />7. EXISTING TREES NOTED ON SITE PLAN. <br />8. NO ON-SITE NATURAL FEATURES, <br />9. NO ON-SITE ENV1RONMENTAL SENSITIVE FEATURES, <br />10. ELECTRICAL SERV1CE IS BY ____________________. <br />11. FIRE SERVICE BY CITY OF ZEPHYRHILLS FIRE DEPARTMENT. <br />12. SITE TO BE CONSTRUCTED IN ONE PHASE, <br />13, CONTRACTOR TO FIELD LOCATE WATER SERV1CES TO BLDG, PRIOR TO CONSTRUCTION, <br />14. HANDICAPPED PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316. <br />THE MANUAL ON UNIFORM TRAFFIC CONTROL DEV1CES, OR APPLICABLE STANDARDS. <br />15. SITE USE: <br />EXISTING - VACANT <br />PROPOSED - BUILDING ADDlllONS <br />16. REFUSE COLLECTION TO BE BY EXISTING DUMPSTER, <br /> <br />17. ELEVATIONS BASED ON N.G.V.D" 1929 DATUM. <br /> <br />POST (cpT1<l'lS: 2".~. al CPT1<J1VoI. POST POSI~%2IJ'+1.- <br />U~~,OI~ \iOOO; Srm. 'I (I,(RTlCAL) HOPlE POST POSl'flao4 <br />1.J3 LBS/fT. t.\IH,) \ _ 6' MAX. -i FlLTER fABRIC ~ (CM'lEO 2IJ' rOWARO flOW) <br /> <br /> <br />ija..: ~~~l -P~'~- <br /> <br />ELEVATION SECTION <br />11.... <br />Vif[pl[! ODD $OIl.V IF[!~C[! <br />ffi~cp~r'~ CPT1011Al POST POSlllOll..... fO'+~- <br />H3 LBfM t.\;',)S \.J- 10' MAX ~ (l,(RTlCAl) ~PRJNOPLE POST POSI'flao4 <br /> <br /> <br />m~" PO.A...,~.....-~CAH~L~ ~~FlOW) <br />I!! - -5!.Jft} rAR: TYI'E A FENCE fABRIC <br />~ ~ .". .." IilOT ftt.l sec... f'l. TER fABRIC <br /> <br />~ I .." iim ~l -2.I. flOW <br />on <br /> <br />1a"l.l1N. ELEVA 11 ON SEC110N <br /> <br />VYliZ>[! O'll SO/!"1I" [F[!lMCIli <br />~~~ ~'-"~ >>It\8'1kW!SAr'rh.A.<i..bM\W1s~~~HG <br />USED A fPfRWAHAH T BOOIES t;# w... ror' <br />Norrs: <br />~.~dI~:'~J:f'l.':.a~r~d mO:iaC~ u"::d f;;P'lroJ' o~'t ~~~~~ <br />SILT FENCE -Additional paoli on'! ,olio may b. ntc...ary (0 HC\l'. and lupport borrl.... <br />-~~~"':~\:~~y'~~J.~a1 b. 'oquw.d by tho CoIlnty (n~_ <br /> <br />OIYHgR/j}gVg~OPgR <br /> <br />r <br />SURVgy PROVIj}gD BY; <br />NORTHSTAR SURVEYING <br />AND MAPPING <br />34431 LEMAY DRIVE <br />ZEPHYRHILLS, FLORIDA 33543 <br />PHONE (813)779-712.3 <br />J08#05135 <br /> <br />,~ <br /> <br />" <br /> <br />JJ ,-, <br /> <br />~~g;~0 <br /> <br />'----- <br /> <br />SECTION 18, TOWNSHIP 26 SOUTH, RANGE 22 EAST <br />PASCO COUNTY, FLORIDA <br />PARCEL ID# 18-26-22-0010-08600-0000 <br /> <br />I , <br />I , <br />I: : <br />_____.___ I <br /> <br />i __..____~ [--------= _________+! _________ ______u_:_________ <br /> <br />~ w ---------t----........ <br />~ : u: : <br />J: I Z' , <br /> <br />.. .. .. .. - - .. .. .. . ~ .... - .. ... .. .. - - ~ .. - - .. .. .. - -~ : .. .. - - '. .. .. . . ~ .. .. . .. . .. .. . . <br /> <br />: II : U: :, <br /> <br />- - - - - . - - - ~ - . - - - - 'F Of ~ ~ FAll... AV . 1 - - - - - - - - - + - - - - - __ - - - - - - I <br />~c.-c.. ~ ................--. <br /> <br />- - - - - - - u; - - -- - -- - : ml- - - - - - - - - ; - - - - , . . . . . . . . . . . . . ~ . . . . . . . . . <br />I I ~ I I <br />I :.< I I <br />I ~J ~'I : <br />+--AI~TIr.4E^V d ........010....,____ ---.----.+---.----- <br />! : II. '-( ...,_u;.mm_ uu____Luuu <br />~~~~ ~ ~ ~~~t~~ ~Ds6T~AV ' ; <br />::::--':r:'::::\"J \~\_Luu uu____;m_em <br /> <br /> <br /> <br />._-------~---------,~ - ~ '., --.------+---.,---. <br /> <br />----_.._-~------ _,I: _____~~ \\--------- j <br />un u L _ uu_' ___ uu ~r~h mm_~ ~:: -: - ::.: :::: T::: ::::: <br />_____..__~__.__u__: --------~;- ---- -\s-- ---------~---.----- <br /> <br />I I I I <br /> <br /> <br />uuu+u---u:l-u_u_u~u_euu ~'S rE u..uu~um_u <br />umuruu--rueu'r------ _U_UII __u____ \_mf---UU <br /> <br />LOCATION <br /> <br />MAP <br /> <br />GENERAL NOTES <br /> <br />1. ALL WORK SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION <br />SPECIFlCATIONS AND CITY OF ZEPHYRHILLS STANDARDS, SPECIFICATIONS AND <br />ZONING REGULATIONS. <br /> <br />2, EXISTING SANITARY SEWER, ELECTRIC. CABLE T. V, TELEPHONE, GAS. STORM <br />WATER AND WATER SERV1CE UTIUTIES TO BE LOCATED, BY CONTRACTOR, PRIOR <br />TO ANY EXCAVATION, <br /> <br />3, CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTlUTY SERVICES, ANY <br />DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AND OR REPLACED AT THE <br />CONTRACTORS EXPENSE AND TO THE OWNERS SATISFACTION. <br /> <br />4, ENGINEER SHALL BE NOTIFIED AS TO 'M1ERE EXISTING UTILITIES SERVICES <br />INTERFI:FE WITH PROPOSED UTIUTY SERV1CE AND DRAINAGE FACILITIES, <br />EXISTING UTIUTIES SHALL BE ADJUSTED TO CLEAR THE PROPOSED WORK, <br /> <br />5, CONTRACTOR REQUIRED TO UTILIZE AND MAINTAIN, DURING CONSTRUCTION, <br />EXISTING DRAINAGE STRUCTURES AND UTIUTY SERVICES. <br /> <br />6, ALL AREAS ALONG niE EXISTING ADJACENT ROADWAYS SHALL BE OPEN TO TRAffIC <br />DURING CONSTRUCTION. <br /> <br />7, ALL EXISTING DRIVEWAY CONNECTIONS TO BE NEAT LINE CUT AND REPLACED TO <br />MATCH NEW PAVEMENT LINE, <br /> <br />8, AREA DE$lGNATED BY OWNER SHALL BE UTILIZED FOR EQUIPMENT STORAGE, <br />MATERIALS AND SUPPLIES SHALL BE STORED IN AREAS APPROVED BY THE OWNER, <br /> <br />9. CONTRACTOR TO SUBMIT SCHEDULE OF WORK 'MTHIN 10 DAYS OF NOTICE OF AWARD, <br />DETAILED WORK SCHEDULE SHALL BE REQUIRED PRIOR TO START OF CONSTRUCTION, <br />?SHOP DRA'MNG REV1EW LISTING AND SCHEDULE SHALL BE SUBMITTED TO THE <br />?OWNER AND ENGINEER 'MTHIN 14 DAYS OF NOTICE OF AWARD, <br /> <br />10. SUB-GRADE PREPARATION: ALL PAV1NG SUB-GRADES SHALL BE PREPARED IN <br />ACCORDANCE WITH THE $lTE SUBSURFACE INVESTIGATION REPORT OR THE DETAILS <br />PREPARED FOR THE PROJECT. <br /> <br />11, ALL AREAS SHALL BE PROTECTED FROM EROSION CAUSED BY STORM WATER RUNOFF <br />BY VE~TATlON, STAKED HAY BALES. TEMPORARY GRADING, ETC, <br /> <br />STORM WATER MANAGEMENT SYSTEM <br />OPERAlING AND MAINTENANCE PROCEDURES <br /> <br />THE STORM WATER FACILITY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM THE <br />SERV1CE FOR WHICH IT WAS DESIGNED, THIS IS INTENDED TO BE A GUIDE TO THE PROPER <br />WAYS TO MAINTAIN THIS FACiliTY. THIS IS ONLY A GUIDE AND SHOULD BE MODIFIED AS <br />FIELD CONDITIONS REQUIRE. <br /> <br />1, MONTHLY, V1SUALLY INSPECT STORM WATER FLOW PATHS TO INSURE THAT NO <br />CLOGGING OR EROSION HAS OCCURRED. <br /> <br />2. ONCE EVERY THREE MONTHS, VISUALLY INSPECT ALL STORM SEWER SYSTEM <br />COMPONENTS TO INSURE THAT EXCESSIvt: SILTING HAS NOT OCCURRED, IF <br />EXCES9VE SILTATION HAS OCCURRED, HAvt: ALL AREAS PROPERLY CLEANED, <br /> <br />3, WEEKLY DURING SUMMER MONniS AND BI-WEEKLY DURING THE REMAINDER OF THE <br />YEAR. 1A0W ANY GRASS 'MnilN THE COLLECTION AREAS, CHECK THE ORIFACE FOR CLOGGING <br />AND PROPER CLEAR DRAINAGE PATH. GRASS CLIPPINGS SHALL BE COLLECTED AND REMOVED <br />FROM lHE SITE FOR PROPER DISPOSAL. <br /> <br />EROSIOO PREVENTION AND SEDIMENTATION CONTROL <br /> <br />1, ALL WORK SHALL CONFORM TO THE FLORIDA DEPARTMENT OF TRANSPORTA110N <br />SPEC1FICA l10NS AND CITY OF LAKELAND REGULA l1ONS, <br /> <br />2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION Of EXISTING <br />DRAINAGE STRUCTURES AND UTIUTY SERVICES DURING CONSTRUCTION, <br /> <br />3, ALL DISTURBED AREAS NOT INCLUDED IN THE LANDSCAPE PLANS SHALL BE <br />SODDED OR SEEDED AND MULCHED AS CALLED FOR ON THE CONSTRUCTION PLANS, <br /> <br />4, THE SITE SHALL BE INITlALLY GRADED SUCH THAT NO OFF SITE AREA \'JILL BE <br />ADVERSELY AFFECTED BY THE STORM WATER RUNOFF, RUNOFF TO THE ADJACENT <br />RIGHTS OF WAY SHALL BE MINIMIZED, THE EXISTING DRAINAGE FACILITIES <br />WlnilN THE RIGHT OF WAY SHALL BE PROTECTED AT ALL TIMES BY THE USE OF <br /> <br />DESCRIPTION <br />TO SHOP: <br /> <br />I BY <br />FIELD: <br />BUILT: <br /> <br />I DATE <br /> <br />REV. <br />FOR APPROVAL: <br />R & R APPROVAL <br /> <br />J~l ENGINEERING, <br />\ It CONSTRUCTION <br />I, CONSULTANTS, INC. <br /> <br />E.B. # 8342 LICENSED PROFESSIONAL ENGINEERS: <br />ROBERT F. GREEN P.E, # 13955 <br />DRAWN BY: OFF I CHECKED BY: <br />SCALE: 1 "==60' <br />DATE: 5/31/05 <br />JOB NUMBER <br /> <br />TO <br />AS <br /> <br />6844 Dairy Road <br />Zephyrhills, Florida 33542 <br /> <br />(813) 715-1981 <br />F~ (813) 715-4812 <br /> <br />RFG <br /> <br />JOB NAME: <br /> <br />SKY DIVE <br /> <br />CITY <br /> <br />SHEET <br /> <br />DESCRIPTION: PRELIMINARY PLAN <br /> <br />1 OF 1 <br /> <br />ffi <br /> <br />05-33 <br />