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ALL ANCHOR BOLTS, NUTS J' 14 GA. HOT.DIPPED GALV. SEAL AFTER DROP 15 COMPLETE GROUT BOTTOM TO SLOPE HOWARD <br /> STRAP 6' -0" O.C.- MIN. 2 <br /> AND WASHERS E BE PIPE AS SHOWN BY ARROWS TWO �. _ NEENAH A H OR E OUAL <br /> FASTEN MM \ <br /> STAINLESS STEEL PER __ COVER CHAT fIAVC TWO CONCEALED <br /> MNOOT SPEC. 3312 9- J /B'X5' B' ANCHOR HOR BOLTS -- PICK HOLES <br /> 3' EMBED. SHORT BODY TEE � 1. <br /> NEENAH CAGING R -1133 <br /> OR EQUAL. COVER SHALL y '- /' FAR SF AI <br /> % T HAVE TWO CONCEALED • \ SLAB SHALL BE CRETEX AWE II <br /> NEENAH LASTING R- 1733 • PION HOLES <br /> �- FI NSH ED GRADE OF EQUAL. COVER SHALL ` - L i -- <br /> CI 52 DIP RISER PIPE HAVE TWO CONCEALED I 1 CONCRETE CONCRE <br /> RINGS <br /> _ <br /> OLIO CONC. BLOCK SPACER <br /> PICK HOLES 1 ROW ADJIISPN RINGS <br /> MINIMUM TYLER /FR VAI QU 12' MINIMUM 2 RINGS I1 MAXIMUM 6 RINGS <br /> • MINIMUM 1 PINGS <br /> AND COI/FR OR EQUAL L. - <br /> 1 • <br /> MAXIMUM 6 RINGS EXTERNAL J 2]" <br /> - _. SECTION A I - � MIT � - -- � <br /> M SEAL <br /> T- E %IERNAI MH SEAL EXTERNAL MIT AL SE A S P <br /> II ICI I �� s]` -_� 4 27 SECTION A _ 27 _ _ �- �__ � SPECS CATIONS PVC THREADED PLUG _ <br /> ADAPTOR SECT ION - A =A WALLS 10 PE <br /> E c ONE / m <br /> STEEL TRANSITION COUPLER a 1" % 1/4' S4ELRC WE OD m 4 < <br /> q 4 8' m <br /> _ �corvsucteo OF <br /> ECTION <br /> "EVE CL RISER CL 52 0.1. P. FROM TEE PIPE CLAMP BLDCK TT PRECAST S )DINTS S <br /> _ UNDISTURBED SOIL I1 - ECCEN OEG CONE <br /> m MJ -PE DIP TO TEE 5/8' W/ RE STRAINED STEPS AS PER <br /> I T JOINTS f5 ECIFICATION6 D TE AIL A VAIES ♦ SPCCRICA 110N5 1 - PRF(,� <br /> _ PRECAST SECTIONS <br /> I ASIM C 4]tl • J MANIIOII I11 - API GAIL <br /> -• la HI CON'utuclto or - DI 51oPEp 10 PROMDF <br /> SEE DETAIL B AST SEC11ONS M901 CXa w� SMOOTH FLOW FROM <br /> B JOINTS < �_. INLET TO WTLET IOW <br /> .,TEES AS PER I I I I FlF <br /> \ A SPECIFICATIONS - A /�\ BLIND D F FLANGE HALE OF - <br /> UNDISTU Rf 11 w (T <br /> -PIPF AMPS FWRY 12" <br /> LOW _ F Ij <br /> 1 F \ \. a SEE DETAIL 'A' a - -- - -� <br /> l < IN HALF PV6 CUr m _ _ • .L- - <br /> ` < <br /> - - - -- - - -- MAINTAIN FLOW Iry IFGRAL BASE <br /> - IS <br /> G OMPAC E FILL HALF BLIND COMPACTED I ll <br /> A MONOLIINIC - �/' FLANGE <br /> i <br /> PRECAST DROP A A 4 <br /> `— 6" PVC SANITARY SEINER INLET BASE ON <br /> 4" SAND CUSHION \ \. <br /> \j 1 A A FALL A MANHOLE INVERT SHALL BE NOTE: <br /> MJ -PE \` MgNHOLE INVERT SHALL FL W 1 90' ELBOW <br /> 90' BEND \ BE H O I TO PROVIDE 5 1 WITH SLOPED TO PROVIDE SMOOTH THIS TYPE MANHOLE SHALL BE USES <br /> — MIN , <br /> -, 0.' SlO �j\/ o� GROUT FLOW FROM INLET TO OUTLET WHEN SPECIFIED OR WHEN THE MANHOLF <br /> �\ SMOOTH FLOW FROM TEE 6 DEPTH IS LESS THAN EIGHT FREE <br /> INLET TO CUTLET DETAIL 8 - <br /> T MIR ` INr GRAL BASE <br /> SEWER SERVICE CLEANOUT OUTSIDE DROP MANHOLE INSIDE DROP MANHOLE INSIDE DROP MANHOLE (TWO FEET OR LESS) SLAB TOP MANHOLE <br /> GROUT BOTTOM TO SLOE TOWARD <br /> PIPE AS SHOWN BY ARROWS <br /> NEENAH CASNNC a -113,3 T '� <br /> PROPFRTY IINF OR EQUAL COVTR SHAI I. <br /> LAO TWO CONCEALED <br /> SUTAAHIY A141EHIAL ©c FINISHED GROUND _ _f_ ___ ____ _4 ILK IRMS. <br /> SUITABLE MATERIAL - � - <br /> SERMCE MARKER S CONFRE IE <br /> AUJUSIFI RINGS <br /> 4" OR 6" AS SPECIFIED MINIMUM 2 RINGS \ � <br /> IFE OR WYE AS SPECIFIED MAXIMUM 6 RINGS - <br /> ��U x SEWER MAIN <br /> O1, 6' OR 1/4 Bc WHICHEVER I+ <br /> U A\ <br /> U / IS LARGER 12' MAXIMUM M27 <br /> I z PLUG � PROPERTY IE � - <br /> j - <br /> SECTION _A.:A <br /> SERVICE MARKER ^� <br /> SPRING LINE / 6 <br /> SERVICE PIPE / <br /> FINISHED GROUND <br /> 45 BEND ECCENTRIC CONE <br /> NAMGRR GRDIJNO 1 Is MN. SLOPE /z'/Aas N / <br /> Q <br /> TH I n z <br /> E BOTTOM OF THE TRENCH SHALL SHAPED 4R- 65' SECTION BENDY <br /> PIPE 5 PLUG <br /> TO THE PIPE BARREL FOR AT LEAST \ �y -IRIS OF - <br /> Of THE OUTSIDE DIAMETER, THE REMAINDER BER OF L� a • WdICHEWR ON UNDISTURBED SUL 5 <br /> LlE PIPE IS SURROUNDED TO A HEIGHT OF AT IS LARGER NATURAL GROUND STEPS AS PER -- - WALLS TO HE CONSTRUCTED Of <br /> LEAST 6' ABOVE 175 TOP BY SELECT FILE _ 4" OR 6" AS SPECIFIED - <br /> MATERIALS. PLACED BY HAND TOOLS AND _ T 45 BEND \ SPECIFICATIONS ` P`INCASI SFCLON5 WDI CX4 <br /> FACETS TO COMPLETELY HIT ALL SPACES 1 <br /> \ -- GRANULAR BEDDING <br /> UNDER AND ALIJACENT 10 THE PIPE. GRANULAR BEDDING ( -SEWEF MAM <br /> 45' BEND <br /> 1g Mkl SI opc m 1 <br /> TEE OR WYE AS SPECIFIED <br /> SEWER MAIN <br /> NOTE: ALL COSTS OF EXCAVATION BELOW GRADE VARIES <br /> AND PLACEMENT OF GRANULAR BEDDING NOTE; ALL CO515 OF E%CAVAl10N BELOW GRADE - - " -'- A•I A <br /> SHALL BE INCIDENTAL. AND PLACEMENT OF GRANULAR BEDDING N41E5. <br /> SHALL BE INCIDENTAL. <br /> 1. TO BE USED AS SERVCE CONNECTIONS ON DEEP LINES. NOTE � 1 01' i <br /> 1' MIN FLp <br /> 2 SERVICES IN NEW SUBDI SHALL BE EXTENDED SEWER PAST NEW SUAp1V1510N5 SHALL BE EX 'FENDED <br /> 10 FE - —..- --1- <br /> 10 FEET PAST THE PROPERLY LINE 10 FEET T PAST DI PROPERTY I INE ---- - --. • - <br /> ^ �� —IN iFGRAL ASE <br /> CLASS C PIPE BEDDING CLASS B PIPE BEDDING SERVICE RISER SECTION TYPICAL HOUSE SERVICE STANDARD MANHOLE <br /> ____ - _[ I ITAPuY X TArFY THAT Lms Ruw - - - "- 1326 ENERGY PART( DRIVE - - - -- , - <br /> E 199! •PEMIK ^ ^ � H^. RATE ex HE M...1S 1pnIN1 9I[ET Na. <br /> I`PAhY IlY TWA -_ - -_ <br /> 1DR GATE' — EP WART 5 FlFPMFD Bx K %IMC(A ux gR[Li <br /> APPHCOTN JOB NUMBER z6oD96M PRA I S : ,HAT A BMLx EasTERm _ - -- n' P "le T�",� WATERMAIN AND SANITARY SEWER EJ(TENSION <br /> PATE sT^ oHU T ^ m fR W9 A[ AXE ` SENIOR HOUSING 8 <br /> rno DATE CiTY OF CENTERVILLE <br /> TAU .nf: — C,096-DI __ __ _. -- I lllJVQU R. CYew Company SANrrARY SEWER DETAILS 9 <br /> - -' '- L <br /> CONSULTING ENGINEERS -___ _ <br />