Laserfiche WebLink
ALL ANCHOR BOLTS, NUTS 3' 14 CA. HOT- DIPPED GALV. SEAL AFTER DROP IS COMPLETE GROUT BOTTOM TO SLOPE TOWARD <br /> AND WASHERS TO BE STRAP 6' -0' O.C.- MIN. 2 PIPE AS SHOWN BY ARROWS <br /> STAINLESS STEEL PER FASTEN TO MH WTH NEENAH CASING R -1]33 OR EQUAL <br /> TE <br /> MNDOT SPEC. 3312 4- 3/8'4' ANCHOR BOLTS COVER SHALL HAVE TWO CONCEALED <br /> 3' EMBED. SHORT BOGY TEE PICK HOLES <br /> NEENAH CASTING R -1733 <br /> OR EQUAL COYER SHALL LL SLAB SHA BE CONCRETE COU_AR <br /> NEENAH CASTING R -1733 °\ HAVE TWO CONCEALED <br /> PICK HOLES. CONCRETE ORETEX TYPE II <br /> O O O CL 52 OP RISER PIPE HAVE ryq CONCEAlID COLLAR I \ CONCRETE <br /> 12' F <br /> F M G D CONIC. BE" SPACER PICK HOLES. ROW CONCRETE ADJUS NG RIrvGS <br /> ADJUSTING RINGS <br /> MINIMUM 2 RINGS MINIMUM 2 RINGS <br /> MAXIMUM 6 RINGS 2Y MAXIMUM 6 RINGS <br /> SECTION A - A i� <br /> E H V f Z7 NCRETE COUAR STEPS AS PER <br /> 2J SECTION A -A 27" SPECIFICATIONS <br /> O O O CONCRETE COLLAR <br /> O ECCENTRIC CONE <br /> O O <br /> O O O STEEL TRANSITION COUPLER �i ° SECTION A -A WALLS TO BE <br /> 1' X 1/4' STEEL w q6' CONSTRUCTED OF <br /> O <br /> PRECAST SECTION <br /> O O 4 CL 52 D.LP FRO TEE PIPE CLAMP BLOCK <br /> a WTH C %4 JOINTS S <br /> . a CK <br /> O O O TO UNDISTURBED M SOIL ` - ECCENTRIC CONE ° d <br /> O O <br /> NJ PE DIP TEE 5/e' INSERTB 1 D <br /> RESTRAINED <br /> TUTS <br /> O STEPS AS PER -• VARIES <br /> PRECAST SEC110N5 SPECIFICATIONS .' <br /> A" C -4]8 DETAIL A MANHOLE INVERT SHALL <br /> STEPS AS PER -WALLS BE CONSTRUCTED BE SLOPED PRONOE <br /> SEE DETAIL "B" SPECIFlGAPONS 7 PRECAST T SECTIONS CTIS W WITH C %4 w SMOOTH ROW W FAOM <br /> 0.063' THICK ALUMINUM SIGN. BU OF <br /> ° CK / BOTTOM HALF ,' JOINTS m INLET TO OV11FT. OW <br /> LETTERS ON WHITE HIGH INTENSITY A STEPS AS PER \ \�� BUND FLANGE <br /> REFLECTORRED BACKGROUND. SPECIFICATIONS A % e <br /> UNDISTURBED PIPE CLAMPS EVERY 12' °1 <br /> U- CHANNEL POST, MINIMUM 3 LB./FT. \\% SqL SEE DETAIL 'A' IN P CUT a <br /> 6' -6' LONG, PAINTED GREEN. - COMPACTED MAINTAIN <br /> GRANULEN FILL HALF BLIND <br /> PLACED AS DIRECTED BY CITY. " MONOLITHIC �� A A FLANGE INTEGRAL BASE <br /> PRECAST DROP <br /> INLET SAM ON 1 SANG CUSHION <br /> / f/ A • A <br /> MJ -PE R W 1 0° ELBOW o FILL — MANHOLE INVERT SHALL BE NOTE' <br /> f N C° BEN .' / \ \BE S O P INVERT SHALL 5' ° - WITH SLOPED ID PROVIDE SMOOTH THIS TYPE MANHOLE SHALL BE USED <br /> /' \\ SMOOTH FLOW TO OM OE TEE -' GROUT FLOW FROM INLET TO OUTLET WHEN SPECIFIED OR WHEN THE MANHOLE <br /> FR <br /> \ INLET TU WTI!T w DEPTH IS LESS THAN EIGHT FEET. <br /> I' MIN. DETAIL B INTEGRAL BASE <br /> STRUCTURE MARKER SIGNS 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 S <br /> ° PROPERTY UNE OR EQUAL COVER SHALL <br /> Bc HAVE TWO CONCEALED <br /> SUITABLE MATERIAL 6c FINISHED GROUND PICK TWO \ <br /> SUITABLE MATERIAL f <br /> SERVICE MARKER CONCRETE <br /> C Oft 6' AS SPECIFIED ADJJSTNC RINGS <br /> MINIMUM 2 RINGS <br /> TEE OR WYE AS SPECIFIED MAXIMUM 0 RINGS <br /> j F SEWER MAN <br /> / 6' OR 1/4 & WHICHEVER PLUG PROPERTY UNE 2J' <br /> .n ° <br /> IS LARGER (12' MAXIMUM) 3 <br /> 5 <br /> SECTION A -A <br /> SERVICE MARKER o CONCRETE COLLAR <br /> SPRING UNE I <br /> .5 Bc 45 S PPE FINISHED GROUND < f� <br /> NATURAL GROUND <br /> IR MIN. SLOPE ECCENTRIC CONE <br /> THE BOTTOM OF THE TRENCH SHALL BE SHAPED 44' 45° BEND 5 <br /> TO FIT THE PIPE BARREL FOR AT LEAST 50% <br /> OF THE OUTSIDE DIAMETER. THE REMAINDER OF THIS SECTION OF PIPE PLUG z <br /> 4' Oft Bc /6 a <br /> THE PIPE 15 SURROUNDED TO A HEIGHT IS STEPS AS PER WALLS TO BE CONSTRUCTED OF <br /> WHICHEVER ON UNDISTURBED SOL <br /> AT NATURAL GROUND <br /> LEAST 6' ABOVE HS TOP BY SELECT T FI FILL 4' OR 6' AS SPECIFIED b SPECIFICATIONS PRECAST SECTIONS WITH CX4 <br /> MATERIALS, PLACED BY HAND TOOLS AND 45° BEND JOINTS <br /> COMPACTED TO COMPLETELY FILL ALL SPACES GRANULAR BEDDING <br /> UNDER AND ADJACENT TO THE PIPE. GRANULAR BEDDING 45° BEND SEWER MAIN <br /> I. <br /> IR MIN. SLOPE m <br /> TEE OR WYE AS SPECIFIED <br /> NOTE: ALL COSTS OF EXCAVATION BELOW GRADE SEWER MAIN VARIES <br /> AND PLACEMENT OF GRANULAR BEDDING NOTE: ALL COSTS OF EXCAVATION BELOW GRACE A , A <br /> SHALL BE INCIDENTAL. AND PLACEMENT OF GRANULAR BEDDING NOTES. <br /> SHALL BE INCIDENTAL <br /> 1. TO BE USED AS SERVICE CONNECTIONS ON DEEP EWES. NOTE: 0I' MIN. fL W <br /> 2. SEWER SERVICES IN NEW SUBDIVISIONS SHALL BE EXTENDED SEWER SERVICES IN NEW SUBDIVISIONS SHALL BE EXTENDED <br /> 10 FEET PAST THE PROPERTY UNE. 10 FEET PAST THE PROPERTY UNE. <br /> INTEGRAL bASE <br /> CLASS C PIPE BEDDING CLASS B PIPE BEDDING SERVICE RISER SECTION TYPICAL HOUSE SERVICE STANDARD MANHOLE <br /> N M VAREY,HAT,MBRYAN. MiICA,ICM. NO RATE BY REW9MN 9E6MER,KX1 "�" °N° 0 A 1 £ <br /> SANffARY SEWER DETAILS <br /> DRAWN BY: RKM JOB DATE: DECEMBER 1997 1 gpMHT xAV N ASn BY ME 9R LNMR xr RIECT ST. PAUL, M A � GRAPHIC SCALE CITY OF CENTS IVIL.LE SHEET NO. <br /> 260 -085 -M NPFA IIKN AN) THAT I AM A WLY REd"+18101 612) 6M -13E0 <br /> APPROVED: JOB NUMBER vRCr ®oxu pww1En vaEn TxE LA" of THE <br /> CAD DATE: DECEMBER 1992 . a wMxEmll � 20TH AVENNE 20TH AVENLIE 1 F <br /> CAD FILE: CWB5 -D1 �bvvard R. Green Company <br /> 0 <br /> �' RAT° CONSULTING ENGINEERS ' vERT' NA 17 <br />