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<br />_L~:.I' <br /> <br />-t <br /> <br />12' <br /> <br />1 ' <br /> <br />~l- /~ <br /> ,. <br /> ~I <br /> 1 <br /> 5 S' <br /> '-"- <br /> <br />~3'--i <br /> <br />SCALE <br /> <br />o 1.5 3 <br />FEET <br /> <br />EQUIPMENT PAD (PLAN VIEW) <br />DETAIL .3 <br /> <br />GRADE 60 13 <br />STEa BARS PER <br />PLAN VIEW <br /> <br />ACE 60 13 REINFORCING <br />TEa BARS 12- 0.0. EACH <br />Y (6- COVER AT EDGES) <br /> <br />4000 PSI REINFORCED <br />CONCRETE SLAB 'Mrn <br />BER MESH REINFORCING <br /> <br />MATCH EXlSllNG <br />GRADE lli SOD <br /> <br />::UilikLU/::; <br /> <br /> <br />- .... ....... "NA nVE.......:..... <br />L2+ .:.:. .:.:. '~Ac!<F1!-l':", .:.'. <br /> <br />:;Li?:?\:~m:::~ <br /> <br /> <br />\JIll;J;1' .. ." .. .." ........." ".. .. <br /> <br /> <br />14 1S--.J <br /> <br />TRENCH "0- <br />DETAIL 6A <br /> <br /> <br />4000 PSI CONCRETE SlAB MATCH EXISTING <br />'Mlli FlBERMESH REINFORCING GRADE <br /> <br /> <br />2 1/2- <br />COVER <br /> <br />. . . . .. :. tI . ..' '4 ~ :.. .... . ". .' :". .' ...... :..... <br /> <br />..".. ".. ...." ".. .. ".. ~ ,," :-" .."., .. <br />.' "..,'A',. ...... <br />"'.. '. A"" ",". .'....,.... 14. <br />. ,." ........... .." . <br /> <br />- <br /> <br />VAPOR <br />BARRIER (ASl\f E96) <br /> <br />EQUIPMENT PAD (TYPICAL SECTION VIEW) <br />DETAIL 4 <br /> <br />OR'1W: ZPH2DlPT <br /> <br />ZEPH'l'RHIUS MUNICIPAL AIRPORT <br />ZEPHYRHILlS, FLORIDA <br />FOE? F AClUTY No. 518520036 <br />GAl PROJECT No. ZEPH-0020 <br /> <br />MATCH EXlSllNG <br />GRADE rn soo <br /> <br />:?Xl&1GJ} <br /> <br /> <br /> <br />." ..... NATIVE'" ..... <br />24- ........ . ....... <br /> <br />L ......,....BACKF1LL........:. <br /> <br />MJ.::;t::::::S:@{ <br /> <br />I. 18- -I <br /> <br />TRENCH -A- <br />DETAIL 5 <br />MATCH EXISTING <br />GRADE rn SOD <br /> <br /> <br />:}nLKkf:~:::: <br />24- .:. ':.:.:.' '.NA TIVE. '.:. ':':". <br />L ........BA~flUr......... <br />:o\}(\\:\:?/ <br /> <br /> <br />.. ,,".. ,,".. ,,".. ",".. ,,'...".. <br /> <br /> <br />I- 18--.J <br /> <br />TRENCH "0- <br />DETAIL SB <br /> <br />Rft Date <br /> <br />a,~ Oft~. RA ttw,. RA 119'. <br />laeue for C<lnswctJon JS NO RH <br /> <br />o. <br /> <br />MATCH EXlSllNG <br />GRADE rn SOD <br /> <br />:::::::?ibntL:} <br /> <br /> <br />24" ......... ...NATIVE'............ <br />L .....:..:.BA.CKFlLL ........:. <br />.. "" .. ,," ". .. "'''...''.. ,".... <br />".. ".. ".. ".. ".. ".. ".. .. <br />::::':'::'::::::\:::::1\:::::::::::::::::\:: <br /> <br />.. .." "'" ",," "'.We ",," "" ",," ". ",," "". <br /> <br /> <br />I.. 18" ~ <br /> <br />TRENCH "8" <br />DETAIL 6 <br /> <br />~ <br /><D J/.... SCHEDULE -40 PVC PIPE (CONlROI.. lEADS) <br />ED 3/+" SCHEDULE .w PVC PIPE (POMR LEADS) <br />o 'J: SCHEDULE 80 pya PIPE (GWTS INFlUENl') <br />0+- SCHEDULE 80 PVC PIPE (GWTS EFfLUENT) <br /> <br />Non:: <br />1) 3" MINIMUM BETWEEN POWER AND CONTROL CONDUITS. <br />2) ALL HYORAUUc UNES: SHALL MAINTAIN 50 PSI OF <br />PRESSURE FOR 5 MINUTES BEFORE AND AFTER <br />BACKFlWNG OF TRENCHES. <br /> <br />ProfeufonQl Engln.., lmothy Co Gurr <br />lJ<:<<l.. Number. -42150 <br />~turc <br />Dote: <br /> <br />6~ <br /> <br />GURR c!c ASSOCIAlES, INC. <br />EH\ilRON\04ENT At. COHSlll. T ANTS <br /> <br />500 South Florida Avenu.. 9oI1t. 700 <br />lake/and. f10rfd4 33801 <br /> <br />TREATMENT PAD & <br />TRENCHING - DETAILS (3-68) <br /> <br />Oft. t.4an~. <br />J.Spotnood <br />Sfg\QNrC <br /> <br />RA Engineer <br />N. GIIett. <br />Sfg\atur<< <br /> <br />RA"'~ <br />R. Homann <br />SSglature; <br /> <br />Pro]eet No. <br />ZEPH-002D <br />ShHt No. <br />S (I 13 <br />