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SANITARY PROFILE 57-EX-SSMH <br />......................................................................... <br />s...................................................................... <br />. <br />..................>..............................................d.......................;..............................................°.... <br />'....................... <br />....................... '........................ <br />`....................... <br />........................ '................. <br />......'........................ <br />....................... '....................... '............ ........... <br />....................... <br />EX-55MH <br />.......................................................... ............ <br />:............ <br />.................. ...... <br />........................ <br />............................................................................................... <br />110 <br />� S5 <br />S3 <br />S2 <br />SI <br />110 <br />V <br />Q <br />s <br />V <br />Q <br />Lu <br />• <br />J <br />w q <br />}-. <br />4 <br />w <br />.... <br />LL.J......... <br />w <br />.. <br />LLJ <br />W <br />LLJ <br />........................ .......................e...................... <br />................................................................... <br />a o <br />........ a <br />t]r <br />�ci <br />.. ` ..... ..... ....` ..Z . <br />...1 a r <br />A%i...... <br />.. ............... <br />....• ...._Z.:.....5... <br />N <br />................. <br />................. ................. <br />z <br />..._5[..... <br />Lci <br />J ... <br />....----...--'--- -"------'------ <br />------------"-' <br />a....iLl <br />----..................J.............................. <br />.; <br />................... <br />................................................. <br />o <br />. <br />................. <br />................. <br />................. <br />....... ... <br />.... ... <br />................ <br />................. <br />• <br />V <br />v <br />J <br />Q... <br />W <br />U <br />-9 <br />6 <br />� <br />• <br />PROPOSED <br />Q - <br />�o <br />w <br />Is. <br />w <br />o <br />`v <br />0 <br />o <br />• <br />BUILDING <br />....... <br />...... <br />............. <br />FFE:g8.00' <br />.......................'.......................I....... <br />'s <br />.... - <br />100 : <br />100 <br />..................................................................... <br />7:7 <br />P$3 <br />46. L.F. <br />6' PVC @ 2. <br />700% <br />7L.F. <br />4' P <br />C @ 2.00%: <br />qO <br />2 L.F. q' PVC @ <br />q0 <br />P52 <br />P51 <br />50 L.F. b" PVC @ 2.00% <br />47 L.F. 6" <br />PVC @ 2.00% <br />STORM WATER <br />PIPE (PA2) <br />1,250 GA <br />LON GREW INTERC9PTOR <br />DETAIL: 4, 5HEETC04.2 <br />80 i <br />80 <br />HORIZONTAL SCALE: N20' <br />VERTICAL SCALE: I'=5' <br />SANITARY PROFILE 53.5-53 <br />53.4 S3.3 i <br />53.2 <br />53.1 <br />53 <br />110 1 <br />ILO <br />W <br />W <br />s <br />W <br />w <br />J <br />Q <br />Fri <br />W <br />W <br />ua <br />i v� <br />�ci <br />,.ri <br />'ao <br />Lu ao <br />JQ <br />�� <br />JQ <br />vL <br />�a <br />vLU <br />. <br />PROPOSED <br />ap <br />:90 <br />:ate <br />FFE:%.00' <br />WALL <br />100 <br />100 <br />PS3.5 <br />L.F.:' PVC @ . <br />P53.2 <br />PS3.1 <br />F53.4 <br />15 L.F. 6':. PVC @ LOp% <br />7 L.F. 6' PVC @ <br />1.00% <br />q0 <br />5 L.F.: 6' PVC @:2.00% <br />R53.3 <br />42 L.F. <br />6' PVC @:I,Iq% <br />80 <br />1 <br />1801 <br />HORIZONTAL SCALE: I"=20' <br />VERTICAL SCALE: 1's5' <br />.. <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-SSMH <br />EX MANHOLE <br />qb 50 <br />g1.40 (PSI) <br />ADJUST TOP TO GRADE <br />51 <br />6" CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />g8.g0 <br />g2.33 (P52) <br />92.33 (PSI) <br />52 <br />6' CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />6113.50 <br />93.33 (P53) <br />g3.33 (P52) <br />53 <br />6" CLEANOUT <br />q7 65 <br />44.13 (P54) <br />g413 (P53) <br />DETAIL 5, SHEET C04.3 <br />g4.13 (P53.1) <br />53.1 <br />6' CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />g7.70 <br />g4.20 (P53.2) <br />94.20 (P53.1) <br />53.2 <br />6' CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />g7.87 <br />g4.35 (P53.3) <br />g4.35 (P53.2) <br />53.3 <br />6" CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />q7 80 <br />q4 85 (P53.4) <br />g4.85 (P53.3) <br />53.4 <br />6" CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />q7 g5 <br />g4.g6 (P53.5) <br />g4.g6 (P53.4) <br />53.5 <br />BUILDING STUB OUT <br />96.35 <br />%.00 (P53.5) <br />S4 <br />GREASE TRAP <br />g7.80 <br />DETAIL 6, SHEET C04.3 <br />54-IN <br />GREASE TRAP STUB IN <br />g7.65 <br />g4.47 (P55) <br />54-OUT <br />GREASE TRAP STUB OUT <br />g7.75 <br />g4.27 (P54) <br />55 <br />6" CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />g7 q0 <br />94.51 (P56) <br />g4.51 (P55) <br />56 <br />6" CLEANOUT <br />DETAIL 5, SHEET C04.3 <br />g7.% <br />g4.g5 (PST) <br />g4.g5 (P56) <br />57 <br />BUILDING STUB OUT <br />g6.35 <br />%.00 (P57) <br />PROFILE NOTES <br />I. CONTROLLED BACK FILL TO BE PLACED IN 6" L005E LIFT AND COMPACTED <br />TO 100% A5TM D6g8 PRIOR TO STORM AND SANITARY SEWER <br />CONSTRUCTION, BACK FILL SHALL BE PLACED TO A MINIMUM OF 12' <br />ABOVE THE CROWN ELEVATION OF THE PIPES. <br />2. STORM DRAIN AND SANITARY SEWER LENGTHS ARE MEASURED FROM <br />CENTER LINE OF STRUCTURE TO CENTERLINE OF STRUCTURE OR FACE OF <br />HEADWALL <br />3. ALL PIPE LENGTHS SHOWN ARE ROUNDED TO THE NEAREST FOOT. <br />4. ALL STORM DRAIN PIPING SHALL BE TRENCHED, BEDDED AND BACK <br />FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY <br />NOTED OTHERWISE. <br />5. ALL SANITARY SEWER PIPING SHALL BE TRENCHED, BEDDED AND BACK <br />FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY <br />NOTED OTHERWISE. <br />6. UNFORESEEN SUBSURFACE CONDITIONS SHALL BE BROUGHT TO THE <br />OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY IMPLEMENTATION OF <br />CORRECTIVE BEDDING MEASURES WITHOUT THE OWNER'S APPROVAL SHALL <br />BE AT THE CONTRACTOR'S OWN RI5K AND AT NO ADDITIONAL <br />COMPENSATION. <br />7. EXISTING GRADES SHOWN ARE APPROXIMATE AND DO NOT REFLECT TOP <br />501L REMOVAL, CLEARING, AND GRUBBING OPERATIONS. THE CONTRACTOR <br />I <br />SHALL ASCERTAIN FOR HIMSELF THE EXTENT OF D STURBANCE FOR THESE <br />ACTIVITIES. <br />8. THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT <br />PREPARED FOR THE OWNER FOR SUBSURFACE CONDITIONS. THE <br />GEOTECHNICAL REPORT 15 NOT A PART OF THE CONTRACT DOCUMENTS. <br />S SHALL BE TAKEN A 5 A TRENCHING G <br />g EXCAVATIONS FOR STRUCTURE <br />EXCAVATION WITHOUT FURTHER COMPENSATION. <br />10. SEE SHEET COLT FOR GENERAL NOTES. <br />SANITARY PIPE TABLE <br />NAME <br />SIZE <br />LENGTH <br />SLOPE <br />MATERIAL <br />P51 <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 />inge-nium <br />PLANNING & ENGINEERING <br />144g9 N DALE MABRY HWY <br />SUITE 250 <br />TAMPA, FL 33618 <br />813.387.M4 <br />WWW IhIrFNIIIMTFAMCOM <br />STATE OF FLORIDA <br />AUTHORIZATION NUMBER <br />8370 <br />PLANS PREPARED BY INGENIUM <br />ENTERPRISES FORMERLY GRIMAIL <br />CRAWFORD <br />Z Q <br />Q � <br />Q O <br />i-- ILL <br />W (n <br />t�G � <br />L t >_ <br />V N <br />CLIENT: <br />MCCON BUILDING CORP. <br />105q CIRCLE DRIVE <br />HIGHLAND, WI 53543 <br />PHONE: 608.g2q.7737 <br />REVISION HISTORY <br />----/--/---- <br />----/--/---- <br />----/--/---- <br />----/--/---- <br />----/--/---- <br />-- --/--/---- <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 NECESSARILY REFLECT THE COMPLETE <br />SCOPE OR CONTENT A5 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 THIS INFORMATION <br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ a <br />170%] <br />DWG NAME <br />170%] C04.DWG <br />ISSUE DATE <br />Oq/07/2017 <br />PROJ MGR <br />JP <br />PROFILES 1 <br />C04.6 <br />SHEET NUMBER <br />