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IIII II III; STANDARD NEENAH 7"R-1642 INSTALL METER BOX AND COVER NO.H-10817 OR - 3701 WAYZATA BOULEVARD FF FRAME WITH TYPE B SELF APPROVED EQUAL OVER ALL PVC AND CAST 12" SEALING LID WITH TWO IRON CLEANOUTS SUITE 100 INSTALL EXTERNAL MANHOLE - - COMPACTED BACKFILL CHIMNEY SEAL MANUFACTURED BY CONCEALED PICK HOLES.LID MINNEAPOLIS, MN 55416-3791 INFI-SHIELD GATOR WRAP OR SHALL BE LABELED"SANITARY FINISH GRADE III SEWER" DIA. III PH: 763-475-0010 APPROVED EQUAL �, ��►��.��\�� III www.srfconsulting.com III III III- POLYETHYLENE(PE)MANHOLE ADJUSTING RINGS. SANITARY SEWER PIPE 6" I _ GRANULAR BORROW PREPARED FOR ADJUSTING RINGS MIN 4"-MAX 12" DEPTH(FT) TYPE n IIII MDOT SPEC3149A MOD. �` USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO 0 14 SDR 35 1111111 111 IIII MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING ra erfies RINGS WILL NOT BE ALLOWED. 27"DIA >14 SDR 26 DIA + 12" p P ALL MANHOLES WITH DENNIS PROPERTIES INSIDE DROP SECTION SHALL BE5'DIA(I.D.) 0. PIPE FOUNDATION & BEDDING IN GOOD SOILS 2214 FIFTH STREET, UNIT 3, MANHOLE SECTION TO BE ASTM C-478 CLASS II WHITE BEAR LAKE, MN 55110 IS -247-7007 48"DIA w _� USE R-2 TYPE CONFINED Q 4"P.V.C. - �- PROJECT O-RING GASTING JOINT FOR Q SCHEDULE 40 - ALL MANHOLE JOINTS a > VARIES 12 -1 1- CORE DRILL INTO - -_ MPA T BACKFILL CO C ED B C LL EXISTING MANHOLE - t8" IIII Z 8° DIA. - o �r W "CRE-SEAL" "RESEAL" OR INFI-SHIELD GATOR WRAP W APPROVED EQUAL PRECAST STEPS AT OR APPROVED EQUIVALENT III III GASKET CONNECTION SHALL BE 16"O.C. FOR ALL MANHOLE JOINTS IMPROVED PIPE FOUNDATION III COARSE FILTER USED FOR CONNECTING PIPE TO CONCRETE III III AGGREGATE MnDOT (� MANHOLE (MINIMUM 1/3 CY) III 1 1- III III- SPEC3149H MOD. 45°BEND _ PRECAST BOTTOM SECTION .•,.:;: = 6"MIN. - - WITH INVERT -III-III-III-III-III- -I P.V.C.SERVICE WYE III • ,.:. , .• DIA + 12" � #5 AT 12"O.C. EACH WAY VARIABLE O PIPE FOUNDATION & BEDDING IN POOR SOILS 110 NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. NOTES 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN ,°• •;°• •;a• •;°• . ;°• 1. "DIA" DENOTES OUTSIDE DIAMETER OF PIPE THE SPECIFICATION(INCIDENTAL). ►,:' ► 2. PIPE FOUNDATION IMPROVEMENT MATERIAL (3149H MOD.) CONSIDERED INCIDENTAL = _ 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. NOTES: P.V.0 WITH COST OF PIPE AND GRANULAR BORROW MATERIAL (3149A MOD.) IN THIS AREA (� 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 1. PAID AS CLEANOUT(EACH)AND INCLUDES INSTALLATION OF ALL MATERIALS FROM(AND INCLUDING)THE 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. SERVICE WYE UP TO(AND INCLUDING)THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. OUTSIDE OF THE STREET SECTION. 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER LL 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. 3. BENDS AND RISERS TO BE THE SAME SIZE AS SERVICE PIPE. O Special Details r Special Details TYP STANDARD MANHOLE ICAL PVC PIPE BEDDING II= CITY OF � CITY OF CALE NOT TO S W Date. 04-01-15 SANITARY SEWER Date: 04-01-15 0O z 00 (48" DIAMATER) SANITARY SEWER Revised: Revised:HU-SS-1 SERVICE CLEANOUT HU-SS-3 = m -� EST.1906 03-12-2020 EST.1906 03-12-2020 O 0 z U Ln V% z 111<J c 2 1 DRAINAGE&UTILITY PROPERTY LINE/ O O EASEMENT RIGHT OF WAY TYPICAL SERVICE WHERE MINIMUM OF 10'COVER OVER TOP OF E ER IS 4COR LESS OVER 12 1 - 1' I OVER TOP OF PIPE AT - COMPACTED en z PROPERTY LINE III DIA. BACKFILL MIN - AF CERTIFICATION 5 4"OR 6"PVC SCH.40 DIA/4 BUT NOT LESS THAN 6'� III- COARSE FILTER AGGREGATE I hereby certify that this plan, specification, or RISER MnDOT SPEC 3149H MOD. report was prepared by me or under my direct I supervision and that I am a duly Licensed CONCRETE ENCASEMENT -III-III-III-III-III-III-(TYPICAL) Professional Engineer under the laws of the -III State of Minnesota. '*45°BEND HAND-SHAPED FROM EL SET 6° DIA + 12" ANGULAR BEDDING MATERIAL BY THEHE ENGINEER SEE JOINT DETAIL BELOW MIN DIA. COMPLETELYPIPE SHALL BE MANDREL NG OD AND SHALL HAVEGRANU A A B R BEDDING AND NOMINAL D3033 303 OD* RI 4 D3034 D30344 D3034 CLASS B (LOAD FACTOR 1.9� GRANULAR ENCASEMENT WHERE DIRECTED DIA (SDR26) (SDR26) (SDR35) D3033 (SDR26) (SDR35) Signature Name: BY THE ENGINEER 6 4.0" 4" 5.67 5.50 5.62 4.06 4.91 4.91 1/2" 8 5.3" 6" 7.37 7.37 7.52 6.66 6.89 6.61 MICHAEL C. AARON 10 6.7" 6" 9.22 9.21 9.41 8.51 8.79 8.70 Print Name: PROPERTY LINE/ p p 12 8.0" 8" 11.06 10.96 11.19 10.35 10.60 10.48 RIGHT OF WAY q� LU 15 10.0" 9" 13.62 ---- ---- 13.11 1' Date: XXXXX Lic. No.: 25721 TYPICAL SERVICE WHERE COVER I Q _j '(AVERAGE OD+2 TIMES THE MINIMUM WALL THICKNESS)x(0.95) OVER TOP OF SEWER IS 14' OR MORE MINIMUM OF 10'COVER a 6" - L ISSUE RECORD OVER TOP OF PIPE AT 5, N - PROPERTY LINE `� RISER NO. DATE DESCRIPTION = DIA. COMPACTED 4"OR 6"PVC SCH.40 0 10-22-2021 CITY SUBMITTAL � 1/2 _ III- BACKFILL III - 1 03-18-2022 CITY RESUBMITTAL * 45°BEND TRIM ENDS OF III III III ELEV TO BE SET °D ANGLES TO FIT 4" BY THE ENGINEER / MIN 0.5 DIA HAND-SHAPED FROM CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED 1/2" DIA + 12" FIRM UNDISTURBED SOIL (TYPICAL) AND SHALL HAVE GRANULAR BEDDING AND GRANULAR ENCASEMENT 6„ WHERE DIRECTED BY THE ENGINEER w CLASS C-1 (LOAD FACTOR 1.5) MIN O w Q Zz p 30° 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY v 4"OR 6" S BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6".NO ADDITIONAL COMPENSATION SHALL BE MARKED OD 6" PROJECT INFO CONCRETE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 1/2" DRAWN: N. SCHAUFENBUEL ENCASEMENT 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT DIA. COMPACTED BACKFILL (TYPICAL) THE PROPERTY LINE OR AS SPECIFIED. OD WELD TOGETHER III III DESIGNED: N. SCHAUFENBUEL 3. SERVICE STUB SHALL BE PLUGGED AND MARKED -III III CHECKED: P. SCHROEDER VC YE WITH A 4"x4"TIMBER PROTRUDING TOUT OF THE LE GROUND AND PAINTED GREEN OR STEEL FENCE DIA/4 BUT NOT LESS THAN 6" III_ COARSE FILTER AGGREGATE PROJECT NO: 14356.00 CONCRETE THRUST BLOCKING FOR 4. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND -POST. III- MnDOT SPEC 3149H MOD. ENCASEMENT CLEANING EQUIPMENT 6"PVC SERVICES FOR COMMERCIAL LOTS. III SHEET TITLE (TYPICAL) 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM HAND-SHAPED FROM RIGHT OF WAY,SANITARY SEWER SERVICES SHALL DIA + 12" BE EXTENDED 10'BEYOND RIGHT OF WAY. ANGULAR BEDDING MATERIAL 6. CLEAN-OUT REQUIRED FOR EVERY 100'OF SERVICE. NOTES: ( CIVIL DETAILS 1. MANDREL TEST SHALL BE COMPLETED PRIOR TO FINAL BITUMINOUS PAVING(SEE SPECIFICATION). CLASS C-2 LOAD FACTOR 1.5 � � CITY OF TYPICAL SERVICE CONNECTION Date: Special Details CITY OF MANDREL DETAIL Date Special Details 04-01-15 04-01-15 FOR SANITARY SEWER HU-SS-4 HU-SS-5 Revised: Revised: SHEET EST.1906 03-12-2020 EST.1906 03-12-2020 TYPICAL RCP PIPE BEDDING -�� -�- NOT TO SCALE C5e3