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f AGH T-Oi" - WAY <br />AS REWIRED <br />INVERT <br />CHANNEL. TOP <br />CHANNEL BOTTOM <br />(SEA DOTE) <br />• <br />/6 MANHOLE <br />FILL ANNULAR SPACE" <br />W/JtiION—SRRINK ROUT <br />/-EFFLUENT SEWER PIPE <br />MDE SMOOTH TRANSIAOR IN CHANNEL <br />BOTTOM FROM INFLUENT IE TO EFFLUENT 1E. <br />MANHOLE = CONNECTION <br />TO EFFLUENT ORAVITY SEWER <br />FILL ANNULAR SPACE <br />W/NC N--SGRINK GROUT--� <br />INFLUENT SEWER PIPE---% <br />GROUT <br />PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM <br />INFLUENT IE TO EFFLUENT IE. <br />MANHOLE - CONNECTION TO <br />INFLUENT GRAVITY SEVER <br />N S <br />CA <br />.NT WELDEIS CAP- <br />r —CONVERT TO CLEAN --OUT UNION <br />nNAL CONNEC71ON TO CITY 'SYSTEM <br />;,,—F' NAL `'."IRA 3 <br />9 <br />I <br />31,.E I��I�SI- �Ir�ITI�I� <br />i� <br />4', <br />4" I'V( <br />I <br />MOO' 3tIm, I <br />f�aa.) € I .I <br />I I <br />I <br />DEPTH AS REQ, PER CLEANOUT <br />I INVERTS AS SHOWN ON PLAN do £o"ERT TO CLEANOUT 1 <br />PROFILES UPON FYOR. CONNECTION I <br />I TO CRY SYSTEM (TYP)—� <br />II I I <br />= 1 E <br />I 9 i I .fi II�S k E 1 <br />46•" BEND cast- I <br />0' PLUG I {9d VE1111MATII6 P.SET <br />rIN.4N <br />AiS SYFE'.-'" <br />fA x 4W <br />4` PYC I EL8OW` I <br />I I <br />WYE <br />> I <br />SLOPE t{J TT72�tNNAL I <br />DEPTH AT t.DOS 6gtaMlM ROTATE r SLOPE TO TERMINAL I <br />I 30• TYPICAL DEPTH; AT 1.00% WNIMVM I <br />I 6"- WxE FOR ~—� 6*),6, SINGLE WYE mmcti I <br />9NOLE GON'MTION <br />W"x4�S4N3E CDrsa <br />ZI <br />�-f PLANS <br />.. CONCRETE ENCASEkEE4dT <br />!L SEE PLAN A�tiB Rc3F:1I �S F <br />Y RTIGAL AND NDf?a Oli'CAL--. <br />SEWER LOCATIONS <br />PROFILE <br />CHIMNEY CONNECTION <br />NOT TO SCALE <br />LOT LINE <br />-61 PLUG <br />6" PLOG <br />SEWER': MAIN <br />4" PVp PIPE <br />v6" PVC- PIPE <br />6" PVC 45' BEND 4" PVC PIPE <br />L-A AEEi <br />AS REOUIREDg <br />SOLVENT WEi..iPW'. <br />CAP <br />PROPaTY" <br />T LINE <br />6" PLUG 1 <br />NOTE: MARK ALL POINTS <br />WHERE SEWER SERVICES' <br />CROSS CURB WITH A "S" <br />MARK IN CONCRETE. <br />ENT WELDED CAP, <br />r - DORIiERT TD Ci EAN -OU.T <br />C3PQN FIitAL CONNECTION: <br />TD CITY SYSTEM <br />FINAL GRADE <br />. NJ 1-1- - - - - -------------------------- LI I .............. I �Lj "�u L PVC WASTEWATER. <br />FLEXIBLE WATER MAIM ENCASEMENT GRAVITY MAIN <br />COUPUNG <br />(TYPICAL) <br />10 1=`T —10 F <br />NOTES: <br />1 WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF <br />VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST.OF F 19 I -I OF <br />STEEL ENCASED PVC: PIPE CENT=RED ON THE P0114T OF THE CROSSING <br />AS DETAILED ABOVE. <br />2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY <br />AND THE WATER MA14 MUST BE ENCASED, <br />GRAVITY MAIN AND WATER MAID INTERSECTION DETAIL <br />NTS <br />APPROVALS <br />• <br />• Know what's below. <br />Call before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL <br />DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES. <br />NOTICE: <br />CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS <br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT © 2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT OF ATWELL LLC <br />J <br />�I <br />W <br />V l7 0 <br />Ja d o <br />6 <br />Ln <br />W <br />J <br />m <br />J <br />�--I <br />rq <br />V) <br />Ln <br />LL <br />uI <br />J <br />-, <br />H <br />z <br />Q(N <br />0- <br />> <br />O <br />C12 <br />J <br />a <br />�N <br />z <br />� <br />N <br />O <br />Q <br />00 <br />a <br />N <br />m <br />N <br />X <br />W <br />N <br />z <br />LU <br />~ <br />H <br />Q <br />z m <br />w <br />z <br />O <br />N <br />OO <br />Q <br />� <br />w <br />U <br />U a <br />0 <br />z <br />sz s <br />¢ <br />(n <br />to <br />O <br />O <br />U <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />REVISIONS <br />lJoI111111111111 <br />oe <br />V0. 0088 <br />Ti <br />S ATE OF <br />f/O111111NALI <br />�,1�� l' �`(� <br />,�� <br />DRAWN BY: AS <br />CHECKED BY: DG <br />PROJECT MANAGER: DG <br />JOB #: 16002627 <br />FILE CODE: ## <br />SHEET NO. C706 <br />r <br />0 <br />v <br />