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- -- - - - ---- -------- <br /> - - - -- -- - - - -- - ALL ANCHOR BOLTS. NUTS j4-3/8-XV " A. HOT- DIPPED GALV. SEAL AFTER DROP IS COMPLETE GROUT BOTTOM TO SLOPE TOWARD <br /> AND WASHERS TO BE ' -0" O.C.- MIN. 2 PIPE AS SHOWN BY ARROWS NEENAH CASTING R -1733 OR EQUAL <br /> STAINLESS STEEL PER TO MH PATH <br /> 2" SCREENED GOOSENECK VENT MNOOT SPEC. 3312 ANCHOR BOLT$ POH HOLES HAVE TWO CONCE A LEO <br /> D. SHORT BODY TEE NEENAH CASO R -1733 OR EQUAL COVEVE R SHALL _ SLnB SHALL BE CONCRETE COLLAR <br /> E NEENAH CASTING R -1]58- NEENAH CASTING R -1]33 Oft EWAL COVER SHALL COLLAR WO SCONCEALED CONCRETE \ <br /> . CRETE% TOPE II <br /> (FROST RETARDANT CASTING) PICK H OR EQUAL CL 52 DIP RISER PIPE HAVE TWO CO CONCRETE NCEALED I FLOW I ADJURE TIE ADJUSTING RINGS <br /> CONC. BLOCK $PACER PICK HOLES. ADJUSTING RINGS MINIMUM 2 R S <br /> MINIMUM 2 RINGS MA %IMUM 6 RIN ING$ <br /> CONCRETE MAXIMUM 6 RINGS ADJUSTNG RINGS n- -A 1 I 2] ( ' <br /> MINIMUM 2 RINGS - <br /> MAXIMUM 6 RINGS �l( STEPS AS PER <br /> 18• CONCRETE COLLAR — GI mErIFIr ATION S <br /> 27 SECTION A —A ~' lNCRETE Cq.LAR ECCENTRIC CONE wALLS i0 BE <br /> STEPS AS PER <e" SPEC $IEEI iRANST10N COUPLER 1 X 1/4 STEEL CL 52 DI, P REDWOOD SECTION A - Cpry STR'JC SECTIONS A PRECAST SECTI$ 1 /2' SHUT OFF VALVE PIPE CP . FROM TEE BLOCK < NTH CX4 JOINTS <br /> QUICK DISCONNECT WALLS TO BE TO UN015NRBE0 SOR � - - ECCENTRIC CONE <br /> COUPLING CONSTRUCTED OF MJ -PE DIP GS /8" INSERTS BACK FLUSHING WETHC CX4 Sj100jH 5 N?SSIAAINHOSE STEPS AS PER VARIES AIR k VACUUM VALVE SPECIFICATIONS (APCO MODEL 400) DETAIL A M INVERT SHALL <br /> A STEPS AS PER -WALLS TO BE CONSTRUCTED OF BE SLOPED TO PRONOE <br /> 1' BLOW OFF VALVE SEE DETAIL "B SPECIFICATIONS 7 PRECAST SECTIONS NTH EX w SMOOTH FLOW FROM <br /> // d JOINTS < I INLET t0 OUTLET. <br /> 2" SHUT OFF VALVE F OW <br /> A SPEOFlCANONS A ���\�\\ BUN D FLANGE <br /> �A UNDISTURBED PIPE CLAMPS EVERY 12' em <br /> SOIL < SEE DETAIL ' A' INSTALL PVC CUT < <br /> 1 _ 24 COMPACTED IN HALF 10 a <br /> 1 - - - 1 GRANULER FILL MAINTAIN FLOW <br /> INVERT SHALL BE <br /> HALF BLIND INTEGRAL BASE <br /> MONCLI <br /> PRECAST DROP IHIC �� FLANGE <br /> A A <br /> INL SUUO BA SE ON •' ��/ <br /> • CRUSHED ROCK \\% 4 d A ' <br /> FIL A q,E NOW£: <br /> MJ -PE / �`NgNHOLE INVERT SMALL MANN <br /> FL W 1 90 ELBOW ~ N1T11 <br /> -MI 1' OP 0 ' BEN /BE SLOPED TO PROVIDE 5• e ! SLOPED TO PROVIDE SMOOTH THIS TYPO MANHOLE SHALL BE USED <br /> MANHOLE SLAB SHALL BE CRETEX TYPE II <br /> /��\ GROUT l FLOW FROM INLET TO OUTLET <br /> SMOOTH FLOW FROM TEE DEPTH OEP SS TORN W <br /> GROUT <br /> INLET TO OUTLET • DETAIL B <br /> I" MIN, INTEGRAL BASE <br /> STANDARD AIR RELIEF MANHOLE OUTSIDE DROP MANHOLE INSIDE DROP MANHOLE INSIDE DROP MANHOLE (TWO FEET OR LESS) SLAB TOP MANHOLE <br /> GROUT BOTTOM TO SLOPE TOWARD <br /> PIPE AS SHOWN BY ARROWS <br /> NEENAH CASTING R -1733 <br /> PROPERTY LINE OR EQUAL. COVER SHALL <br /> HAVE TWO CONCEALED <br /> PICK HOLES 1 / <br /> BT SUITABLE MATERIAL <br /> F SERVICE MARKER ADAJS TE <br /> 4' OR fi AS SPECIFIED - ADNSTINL RINGS I I� <br /> MINIMUM Z RINGS <br /> SEWER MAIN J <br /> V 1 TEE OR WYE A$ SPECIFIED MAXIMUM 6 RINGS <br /> E H • / 6 OR 1/4 Bc WHICHEVER _ <br /> 7 I$ LARGER (12 MAXIMUM) 6 <br /> O O D Y PLVC PROPERiv LINE ZY <br /> • I 6 "I <br /> O O O <br /> ° SEGT IQN— A-=A <br /> O O O SERVICE MARKER ' <br /> SPRING LINE 1 <br /> O 0 O SERVICE PIPE <br /> ORIGINAL GROUND <br /> O O O 45 BEND ECCENTRIC CONE <br /> O O 13 MIN. SLOPE "' 1 <br /> O O �FQ' 45° BEND 5' <br /> THIS SECTION OF PIPE PLUG <br /> 4 OR BC /8 WHICHEVER NATURAL GROUND ON UNDISTURBED SOIL STEPS AS PER WALLS TO BE CONSTRUCTED OF <br /> IS LARGER — <br /> < " OR 6" AS SPECIFIED <br /> SPECIFICATIONS PRECAST SECTIONS W.M CXI <br /> 45 BEND )DIN TS <br /> 0.063" THICK ALUMINUM SIGN. BLACK GRANULAR BEDDING <br /> LETTERS ON WHITE HIGH INTENSITY I GRANULAR BEDDING SEWER MAIN <br /> REFLECTg212E0 BACKGROUND. 45° BEND <br /> 19. M IN. S LOPE m <br /> U- CHANNEL POST, MINIMUM 3 L0./FT. GEE OR WYE AS SPECIFIED a <br /> I i <br /> 6' -6" LONG, PAINTED GREEN. � <br /> SEWER MAIN VARIES A A <br /> PLACED AS DIRECTED BY CITY, NOTE: GRANULAR BEDDING SHALL BE ` - - -� <br /> PAID FOR PER CUBIC YARD. <br /> TO BE USED AS SERVICE CONNECTIONS ON DEEP LINES O1• MIN FL w <br /> wTECRAL ASE <br /> STRUCTURE MARKER SIGNS CLASS B PIPE BEDDING SERVICE RISER SECTION TYPICAL HOUSE SERVICE STANDARD MANHOLE <br /> PB 11R.Y c1Rr l THAI nlls ft.. mloIH Arox. ro. DArt 6Y BExsIHm DE$CFPnGN 1326 ENERGY PART[ DRIVE vlL[I Na <br /> APPROVED DESIGNED BY: JOB DATE: .A1N 1998 w N[KPT •AS FIIEPAFID er uE w VNDEA ur dxcr ST. PAUL, MINNESOTA 55108 <br /> DRAWN BY: REM <br /> SINEMxAM M THAT. nu A WLY REPSn[ ED <br /> _ JOB NUMBER 2SM89M ma[wwa Fndrv[ER MNDCR Iw[ uxs a THE -- (812) 811 - 089 CITY OF CENTERVILLE �4 <br /> V: -- -_CAD DATE.: __ JUNE 1996_ STArz a MINNESOTA. rv� SANITARY SEWER DETAILS <br /> CAD FI E, 26008, -5 V -- He rd R. Green Company PARKVIEW ADDITION a <br /> INK BEdN.. CONSULTING ENGINEERS 1 <br />