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B' RESTRAINED MJ COUPLING, <br /> TRANSISTION FROM UP TO PVC <br /> OR HOPE (SEE SITE PLAN) <br /> 2' -0' 2' -0' RUBBER BOOT OR GASKETED <br /> SEAL THRU CONCRETE RUBBER BOOT OR CASNEIED - 7 <br /> SEAL THRU CONCRETE. GROUT <br /> 8" UNI -FLANGE ANNULAR SPACE BOTH SIDES <br /> 8' RESTRAINED ADAPTOR OR f i I TYP <br /> "%8" TEE <br /> NJ COUPLING 8' FCA NS W - 69 PPE smPanT <br /> B' DIP F I M MANHOE COVER OPENING J L <br /> �L - -- - - - _ (2) LOCATIONS <br /> B' DIP SAN SEWER —_ _ T F.D. ! ` PANT OR MAT wrt AS MIND <br /> 1 _ _ � _ II _ __ ___N ____ ___ ____ _ _ __ _ _� <br /> 'i 8' DIP FM <br /> 8' TEE, B' PLUG VALVE AND 5' <br /> QUICK CONNECT COUPUNG TO sm. PIPE RANGE ATTACHED TO WXC. <br /> 2'0 PVC DRAIN POLYPROPYLENE MIT STEPS MATCH SPECIFIED PORTABLE I 1 A� DRS. SM 5 e Nor. E <br /> e TRASH PUMP DISCHARGE <br /> PRECAST SNC. 8' S'MNG CHECK VALVE II t' GROUT <br /> MANH SECTIONS W/ B" 90 BEND <br /> WATERTIGHT HT JONTS 8 PLUG VALVE WITH <br /> o LEVER PRECAST <br /> I FLOAT CABLE RACK MANHOLE SECTIONS NS W/ C <br /> N I WATERTIGHT JONTS ° <br /> NOW <br /> ALL INTERIOR PIPING SHALL BE a3E A e <br /> FOAM BACKER ROD I RANGED FITTINGS (UCN) AND I <br /> AND SILICONE CAULK ALL EXTERIOR UNDERGROUND PIPING <br /> AROUND PERIMETER \lTT SHALL BE MJ WITH RESTRAINED JOINTS <br /> TIG I WELL ON ALL FITTINGS. VALV <br /> IN PPONDE PI <br /> & m L ROUND fllgp IS OLATION PRONGE AP SRPL <br /> INS T O <br /> ST ATM IMn MOT O R k I D. SNI NASOX P <br /> IS E' ` OR N RF <br /> LFr 1 A I M\ � L TO w„ PROGRINNE -TUG. SH 7 OR E L PT 'R Gn N PPORT <br /> N0. <br /> /°� PLAN 6 219. G IS INSARp EC£N XORP.W AO. VNG SLPPdiT <br /> S 1/2 l'-O" 318. N11FPIN IS IN OR SUPPORT P S ADJACENT TO <br /> V/ EWIPMENT <br /> ELECTRICAL PANEL AND SLAB <br /> (SEE ELECTRICAL) 4" WELDED SCH.40 STEEL GOOSENECK 1 1/2" ARDOT 2331 TYPE 41A BITUMINOUS WEAR COURSE TVpV�/LE A pCC pl Wf E C pp/1p} <br /> VENT PIPE W/ 1/4' MESH GALV BIRO 2" MDDOT 2331 TYPE 318 BITUMINOUS BASE COURSE T YI PPE L <br /> SCREEN. PRIMED AND EPDXY COATED 6' CUSS 5 AGGREGATE BASE N04 10 Sib <br /> TO MATCH CONTROL PANEL COLOR. COMPACTED SUBGRADE <br /> SECURE TO PRECAST TOP SLAB W/ <br /> 9 "X9' %1/4" STEEL PUTS FASTEN W/ <br /> 4 - 3/8 '0 X 2' EMBEDDED SS ANC. BOLTS <br /> TOP OF CASTING <br /> 30' % 48' 300 PST ALUM. ACCESS DOOR NEENAH R -1]33 CASTING ON 2' <br /> N PRECAST CONIC. ADJUSTING RINGS <br /> WITH UPPER GUIDE BAR. CAST FRAME W/ INFI -SHERD ON EXTERIOR <br /> INTO PRECAST TOP SLAB <br /> ° <br /> 0 <br /> ORDNUQlS_-,mPS_OF <br /> ROAR CABLE HOLDER N I <br /> N x v <br /> FIELD MOLDED BITUMINOUS w <br /> WAMRSTOP t } <br /> A PRECAST TOP 5118 2 CONTINUOUS STRIPS OF 8' -O" NUN. ► o <br /> —_ 1/2' TAP SS BALL VALVE A FIELD MONDE BITUMINOUS o <br /> SS LIFT CHAIN AND HNEADED NIPPLE <br /> CONDUITS (SEE ELEC.) r ° WITH CAP (2 LOCATIONS) WATERSTOP 2' TP <br /> POLYPROPYLENE MANHOLE - i <br /> N SECTI PRECAST MANHOLE IPO'f LIFT STATION -' <br /> r <br /> STEPS O 16'O.C. NORTH �N SECTIONS W/ WA <br /> N SIDE ONLY JOINTS �+ \ JTS W/ EU 120'f VALVE MA <br /> STOMERIC BOOTS m <br /> \ r 'aJ ¢o > <br /> RUBBER BOOT OR GASKEIED i 3 FOR ALL PIPE PENETRATIONS (1YP. VENT PIPE NHOLE __ <br /> \ SEAL THRU CONCRETE, OR OUT N 55 PUMP GUIDE <br /> ANNULAR SPACE BOTH SIDES RAIL NE <br /> S OR CABLE GUIDES i w S' 5' E, B" PLUG VALVE AND 8" <br /> WICK ONNECT COUPLING TO <br /> V TYPICAL �o, '� > MATCH SPECIFIED PORTABLE <br /> \, <br /> 120' PRECAST CONC. 8' RESTRAINED mam i� .� TRASH PUMP DISCHARGE FM <br /> -.� OP •� <br /> \ MANHOLE SECTIONS w/ MJ COUPLING N nSM - -� B' DIP SAN SEWER <br /> WATERTIGHT JOINTS r 'm 8' 9 00 BEND �z _ _ _ _— _ _ _ —_ —_ —_ _ MH <br /> r 8'M DIP FM u a <br /> ` ALL PIPE CONDUIT • <br /> E T . i _— _ —_ —_ —_ ___ <br /> IJNETRATONS (TYP.) I i <br /> \\ N N IIII <br /> A° B' DIP lR. 90 BEND 8 RESTRAINED MJ _ <br /> \ r " n. A i COUPLING i s <br /> i f -2'0 PVC ® 1 /4'/FT. N I 4' SANG CUSHION <br /> — V PRECAST BASE SLAB OR <br /> — III I L -I I III I I III— I1Y CAST -IN -PUCE BASE 4' <br /> w <br /> 2 "o SCH 40 ow SOI.VENt — " W/ /4 O 12 O.C, E.W. - ~ <br /> WEEDED DRAIN <br /> — PIPE SUPPORT - SEE DETAIL m <br /> t7E RAP (2 LOCATIONS) NON- SHRINK GROUT OR DRAIN W/ FLOATING BALL 1 1/2' MPDOT 2331 TIDE 41A BITUMINOUS WEAR COURSE 55 INTERMEDIATE WIDE CHECK VALVE 2' MnDOT 2331 TYPE 31B BITUMINOUS BASE COURSE BAR SUPPORT 6' CLASS 5 AGGREGATE BASE <br /> UNOISIURBEp SOL IXINPACIEO SUBGRADE m X j ° ATR PIPES AND VALVE VAULT, <br /> NULAR IA_" ONLY VERIFY <br /> S tt <br /> 8' DIP SANITARY SEWER RESTRAINED MJ <br /> C <br /> 1 I f WPIJNC <br /> THIGH LEV EL ALARM <br /> 0 LAG PUMP 1 ON <br /> O LEAD PUMP ON 1.5 HP SUB RSIBLE WASTEWATER PUMP (TYPJ <br /> N I 90° DIS ARGE CONNECTION <br /> 0 PUMPS OFF _ r SS OHE IVE CAPSULE ANCHOR BOLTS NOTE: <br /> 11— PER PU IMEPR <br /> ALL INTERIOR PIPING SHALL BE <br /> -III -- I I I FLANGED FITTINGS (UGN) AND <br /> ALL EX uFl. STATM SITE PLAN <br /> EXTERIOR UNDERGROUND PIPING <br /> , I A SHALL BE MJ WTH RESTRANED JOINTS <br /> BONDING AGENT & CONIC FILL — OVER SIZED PRECAST CONCRETE <br /> (MnDOT 3A32 OR COMPARABLE) INTEGRAL INTEGRAL BASE AND BOTTOM ON ALL FITTINGS. SLwILC 1"— 40' <br /> MANHOLE SECTION <br /> HEREBY GmnFY THAT THIS PLAx, $PEaHGnal ATE DESLR P ON DESIGNED CITY OF CENTERVILLE <br /> _ W REPORT RAS PREPARED BV W CN MKA . INECT yN CHECKED <br /> v I~ SANITARY SEVER IMPROVEMENTS <br /> BASE .. S 9' - •4 — SUPERVISOR AND NAT 1 w A WLr REGISTERED DRAWN 1JFT STATION <br /> II+—. 41 PROPS ORAL ENONEER NOER ME LAMS OF ME 5 <br /> — - <br /> SEC TM r..P • STATE OF MAMESpiw L�I,,��� GRAPHIC SCALE <br /> 4' SAND CUSHION _, ^ II $CEIp; 1/2 s 17- T��ER BN00'✓ p O TE 1 992 SHEET 14 OF 1? SHEETS PROJECT N0. 0 -0 5M <br /> 260085m�IIR91° _ III = III - III - III - III - III - III - U DAM IEG.IIp. 0 WRT. PA <br />