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:: <br />AG <br />FUTURE 8' <br />WATER <br />MAIN <br />.^, : ...:1... �1 �..� rO <br />s i , �...-. F- <br />o u- <br />G G G G G G G G <br />0 u- <br />UGE-P UGE-P UGE-P i1GE-P UGE-P <br />U^iiT rt . U1GiT--- f'- UGt ; iJG'� UGT UGT <br />a a a a <br />a a Fr <br />- <br />A <br />a ^ q a <br />BUILDING CONNECTION AREA <br />SANITARY SEWER DETAIL <br />SCALE: I' = 10' <br />5CALE: I' = 5' <br />TC TO RACTORFUTURE SHALL TAP - <br />INTD FUTURE LINE. <br />.!.. <br />` j <br />�J <br />III TB `J\ <br />54 <br />J <br />P55 <br />y <br />I <br />53.2 <br />--� 55 55 <br />P53.2 <br />55 - <br />TB <br />1.5' RPZ 1" IRRIGATION 8' X 6' TAP SLEEVE 04. <br />TER- _ I qv -CONTRACTOR �FIALL-DESICI� <br />BUILD IRRIGATION RPZ IRR <br />SERVICE TAP 4 <br />C04. <br />1.5' 00' 77 <br />RP WM <br />2" X 6' TAP <br />1.5" DOME5TIC 1.5' RPZ <br />LINE 3 <br />LINE I X 2" TAP <br />1.5" DOME5TIC <br />WATER METER <br />WATER METER CONNECTION AREA <br />I' = 5' <br />3 <br />u- <br />SANITARY STRUCTURE TABLE <br />STRUCTURE <br />STRUCTURE <br />RIM <br />INVERT <br />INVERT <br />NAME <br />TYPE <br />ELEVATION <br />IN <br />OUT <br />EX-55MH <br />EX MANHOLE <br />ADJUST TOP TO GRADE <br />g6.50 <br />g1.40 (PSI) <br />51 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />CB qo <br />g2.33 (P52) <br />g2.33 (PSI) <br />52 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />g8.50 <br />g3.33 (P53) <br />g3.33 (P52) <br />53 <br />6' CLEANOUT <br />q7 65 <br />94.13 (P54) <br />g4.13 (P53) <br />DETAIL 5, 5HEET C04.3 <br />g4.13 (P53.1) <br />53.1 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />q7 70 <br />g4.20 (P53.2) <br />g4.20 (P53.1) <br />53.2 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />q7 87 <br />g4.35 (P53.3) <br />g4.35 (P53.2) <br />53.3 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />g7.80 <br />94.85 (P53.4) <br />g4.85 (P53.3) <br />53.4 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />q7 95 <br />g4.016 (P53.5) <br />g4.g6 (P53.4) <br />53.5 <br />BUILDING STUB OUT <br />016.35 <br />%.00 (P53.5) <br />54 <br />GREASE TRAP <br />g7.80 <br />DETAIL 6, 5HEET C04.3 <br />54-IN <br />GREASE TRAP STUB IN <br />g7.85 <br />94.47 (P55) <br />54-OUT <br />GREASE TRAP STUB OUT <br />g7.75 <br />g4.27 (P54) <br />55 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />97 90 <br />g4.51 (P56) <br />g4.51 (P55) <br />56 <br />6' CLEANOUT <br />DETAIL 5, 5HEET C04.3 <br />g7.45 <br />g4.415 (P57) <br />g4.% (P56) <br />57 <br />BUILDING STUB OUT <br />g6.35 <br />%.00 (P57) <br />SANITARY PIPE TABLE <br />NAME <br />SIZE <br />LENGTH <br />SLOPE <br />MATERIAL <br />1"51 <br />6' <br />47' <br />2.00% <br />PVC <br />P52 <br />6' <br />50, <br />2.00% <br />PVC <br />P53 <br />6' <br />40' <br />2.00% <br />PVC <br />P53.1 <br />6' <br />7' <br />1.00% <br />PVC <br />P53.2 <br />6' <br />15' <br />1.00% <br />PVC <br />P53.3 <br />6' <br />42' <br />I.Iq% <br />PVC <br />P53.4 <br />6' <br />5' <br />2.00% <br />PVC <br />P53.5 <br />6' <br />2' <br />2.00% <br />PVC <br />P54 <br />4' <br />7' <br />2.00% <br />PVC <br />P55 <br />4' <br />2' <br />2.00% <br />PVC <br />P56 <br />4' <br />22' <br />2.00% <br />PVC <br />P57 <br />4' <br />2' <br />2.00% <br />PVC <br />f4min5cremnium <br />PLANNING h ENGINEERING <br />1440P N DALE MABRY HWY <br />5UITE 250 <br />TAMPA, FL 33618 <br />813.387.0064 <br />STATE OF FLORIDA <br />AUTHORIZATION NUMBER <br />8370 <br />PLANS PREPARED BY INGENIUM <br />ENTERPRISES FORMERLY GRIMAIL <br />CRAWFORD <br />CLIENT: <br />MCCON BUILDING CORP. <br />105q CIRCLE DRIVE <br />HIGHLAND, WI 53543 <br />PHONE: 608.g2q.7737 <br />I' <br />THE CIVIL ENGINEER REGULARLY UPDATES <br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A <br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY <br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE <br />DOES NOT NECE55ARILT REFLECT THE COMPLETE <br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. <br />THE CONTENTS IN THESE FILES MAY THEREFORE BE <br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND <br />SUBJECT TO CHANGE. FURTHERMORE, THE <br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE <br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL <br />IDEAS REPRESENTED HERE BY THI5 INFORMATION <br />5HALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANT MANNER WITHOUT THE EXPRE55ED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />56BICT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT EXPRE55ED WRITTEN PERM155ION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ # <br />THE CIVIL ENGINEER REGULARLY UPDATES <br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A <br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY <br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE <br />DOES NOT NECE55ARILT REFLECT THE COMPLETE <br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. <br />THE CONTENTS IN THESE FILES MAY THEREFORE BE <br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND <br />SUBJECT TO CHANGE. FURTHERMORE, THE <br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE <br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL <br />IDEAS REPRESENTED HERE BY THI5 INFORMATION <br />5HALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANT MANNER WITHOUT THE EXPRE55ED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />56BICT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT EXPRE55ED WRITTEN PERM155ION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ # <br />170061 <br />DWG NAME <br />170061 C04.DWG <br />155UE DATE <br />Oq/07/2017 <br />PROJ MGR <br />JP <br />UTILITY DETAILS <br />04.1 <br />5HEET NUMBER <br />l• <br />I I 1�-1 11 L-- --i :;� ----U: , <br />