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ALL ANCHOR BOLTS, NUTS 3' 14 GA. HOT - DIPPED GALV. SEAL AFTER DROP 15 COMPLETE GROUT BOTTOM TO SLOPE TOWARD <br /> AND WASHERS TO BE STRAP 6' -0' O.C.- MIN. 2 PIPE AS SHOWN BY ARROWS NEENAH CASTING R -1733 OR EQUAL <br /> STAINLESS STEEL PER FASTEN TO MH NTH 4-3 /B"X6' ANCHOR BOLTS -- COVER � HAVE TWO CONCEALED <br /> M NDOT SPEC 3312 3" ENDED. SHORT BODY TEE NEENAH CASTING R -173] -- <br /> OR EQUAL. COVER SHALL _ EXTERNAL MH SEAL <br /> NEENAH CASTING R -1733 ' V HATE HALO CONCEALED SLAB SHALL BE <br /> CRETEK TYPE II <br /> tVERR GRE OR EQUAL COYER SHALL PICK HOES I <br /> CL 52 DIP RISER PIPE HAVE TWO CONCEALED 1 - FLOW - I CONCRETE CONCRETE <br /> 0 GONG. BLOCK SPACER PICK HOLES I 1 AOJUSTNC RWCS I C AB JUSTNG RINGS <br /> ALVE BO% I2" 1 MWMUM 2 RINGS <br /> EQUAL MINIMUM 2 RINGS MAXMUM 6 RINGS MAXIMUM 6 R INGS <br /> SECTION A -A Y g � ' � � l TERNAL MH SEAL EXTERNAL MH SEAL STEPS AS PER <br /> EX SECTION A -A -SPECIFIGATIMS <br /> READED PLUG OR Ec�+TRIC coNE WALLS TO BE <br /> SIEEI TRANSITION COUPIFA i SECTION A -A CONSTRUCTED OF <br /> 1' X 1/4' STEEL REDWOOD + " PRECAST SECTONS <br /> PIPE CLMIP 7 RISER CL 52 U.I.P. FROM ME BLOCK '} WITH CX4 JOINTS <br /> TO UNDISTURBED SOY. 1 ECCENTRIC CONE MJ-PE DIP TEE 5/6SE RECAST SECTORS STEPS AS PER ES SPECIFlCATI NS <br /> ASTM 6-476 DETAIL A MANHOLE INYIIRi SHALL "X 6� < STEPS AS PER -WALLS TO BE CONSTRUCTED O BE SLOPED TO PROVIDE <br /> SEE DETAIL "B' SPECFlCAl10N5� PRECAST SECl1ON5 WITH CX4 I I SMOOTH now FROM <br /> o ff / JOINTS < I I INLET TO OUTLET. I nnI'2�WW <br /> STEPS AS PER BOTTOM HALF m I I I _ <br /> A i SPECIFICATIONS A \� BLND FLANGE 11 <br /> UNDIS 5qL TURBED '�' PIPE CLAMPS EVERY IY SEE DETAIL. o <br /> < < <br /> FLOW _ \� ,4 INSTALL CUT <br /> PVC v ' <br /> COMPACTED <br /> CRAWLER FlLL Y now <br /> g .. <br /> HALF BLIND <br /> P RC /� A ' ALA FIANCE INTEGRAL BASE <br /> 6" PVC SANITARY SEWER —� 4LL�p BAS OR J; I I I A. FlLL A NOTE: <br /> MJ -PE FL W BO' ELBOW — MANHOLE INVERT SHALL BE <br /> BEN \�EIANHOIE INVERT SHALLI 5 • i WITH SLOPED TO PROVIDE SMOOTH THIS TYPE MANHOLE SHALL BE USED <br /> BE SLOPED TO PROVIDE r CRWT FLOW FROM INLET TO WRET WHEN SPECIFIED OR WHEN THE MANHOUE <br /> SMOOTH FLOW FROM TEE DEPTH IS LESS THAN EIGHT FEET. <br /> INLET TO OUTLET ..! <br /> i" MIN. DETAIL B ��ININT EgRAL 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 SLOPE TOWARD <br /> PIPE AS SHOWN BY ARROWS <br /> NEENAH CASING R -1733 <br /> PROPERTY LINE I OR EQUAL COVER SHALL <br /> HAVE TWO CONCEALED <br /> SUITAB <br /> CH LE MATERNAL 6c I FINISHED GROUN PICK HOLES \ <br /> SUITABLE MATERIAL SERVICE MARKER CONCf6llE <br /> ADJUSTING RINGS —� <br /> C OR 6' AS SPECIFIED I 1 <br /> M <br /> 2 RINGS <br /> I TEE (Xt WYE AS SPEPFIED MAX ANMUM B NGS <br /> / I I SEWER MAIN <br /> OR 1/4 Bc WHICHEVER N+ <br /> n / / IS LARGER 02' MAI MUMJ i PLUG PROPERTY BALE <br /> I 2Y <br /> f r/ <br /> SECTION A -A <br /> ER <br /> SVICE MARKER <br /> SPRING UHE SERVICE PIPE' FINISHED GROUND •I <br /> .5 Bc I 45' BEND � EC(ENIRIC CONE <br /> NANRAL GROUND L 1 IF MIN. SLOPE '�'r 1 <br /> THE BOTTOM OF THE TREN SHALL BE SHAPED q h 45' BEND in <br /> TO FIT WE PIPE BARREL FOR AT LEAST 50% ` I �" THIS SEGi1LW OF PIPE PLUG z <br /> O THE OUTSIDE DIAMETER. THE REMAINDER OF 4' OR Bc /B WIiICHEVEft ON UNgSRIRBED SOIL <br /> THE PIPE IS SURROINDEU TO A HEIGHT OF AT IS LARGER NATURAL GROUND STEPS AS PER WALLS TO BE CONSTRUCTED OF <br /> LEAST 6' ABOVE ITS TOP BY SELECT ALL C OR B' AS SPECIFIED u SPEOFICATONS PRECAST SECTIONS WITH CX4 <br /> MATERIALS. PLACED BY HAND TOOLS AND 45' BEND ' ANTS <br /> COMPACTED TO COMPLETELY FALL ILL SPACES GRANULAR BEDDING <br /> UNDER AND ADJACENT TO THE PIPE GRANULAR BEDDING SEWER MAIN <br /> 45' BED <br /> IX MIN. SLOPE <br /> TEE OR WYE AS SPECIFIED 1 5 . <br /> NOTE ALL COSTS OF EXCAVATOR BELOW GRADE SEWER MAIN VARIES I A .` A <br /> AND P ANO PLACEMENT OF CRANULMR BEDDING NOTE, COS EX GRANULAR BED , <br /> SHALL BE INCIDENTAL. SHALL BE TAI. NOTES. <br /> 1. TO BE USED AS SERVICE COHNECTI N ON DEEP LINES. N OTE:, 1 I I I <br /> 1 1" AYR. FLOW <br /> 2. SEWER SEANCES IN NEW SUBDI HALE PR <br /> NS SNALL BE IXIDFD SEWER SEANCES IN NEW RTY LAN 0NS SHALL BE EXTENDED -- --xx�^ <br /> 10 FEET PAST 111E PROPERTY Y IPNE TN ID FEET PAST CPERIY LINE. <br /> 4 <br /> INTEGRAL ASE <br /> CLASS C PIPE BEDDING CLASS B PIPE BEDDING SERVICE RISER SECTION TYPICAL HOUSE SERVICE STANDARD MANHOLE <br /> SECT IPB] I nNYNr oxnrr vui ms viwu. NrFarX+ non. No. oA¢ Ilr RLrsox oEmePnvH 132! ENERGY PARK ORK <br /> DRAWN BY:. —JOB DATE: _ w Amm1 W¢ rAtAMY➢ sr r oR uom NY o4m ST. PALL, MINNESOTA SMOO WATERMAN AND SANTARY SEWER EXfEW" 911Fi xu <br /> • APPROVED: JOB NUMBER NDD96M W4WI AND 1 A d Y <br /> CAD DALE: DA C" Vf CE CEMER SENIOR HOLISM <br /> TE MD>ti WI[ � THE CAD Fu E: cwa6 -o1 -- i 1 A _ R f1 COmw SANITARY SEWER DETAILS U6 <br /> 01 '� — Y "Y' `— CONSULTING ENGINEERS <br />