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Real Solutions. <br />CASTING AS SPECIFIED O <br />GRADE <br />MIN 3 <br />MAKE <br />CONCRETEADIUSTING <br />RINGS WITH NON -SHRINK <br />• � ': GROUTANDPUSTERED <br />^ Q3 3T 1/2” THICK INSIDE AND OUT <br />PLACE BITUMINOUS <br />MASTIC BETW EEN SERIONS <br />(D BRING TRACER WIRE INTO <br />- MANHOLE BELOW FIRST <br />48" ADJUSTING RING, PROVIDE <br />3 MIN COL GF TRACER <br />WIRE WITHIN THE MANHOLE <br />FILL ANNUUR SPACE AROUND <br />PIPE WITH NON SHRINK GROUT <br />INSIDE &OUT (TVP) <br />SEE PUN FOR PIPE SIZE <br />GROUTINVERT 02 CASTINGTO BER -1642 <br />OR R -2501-C <br />DEPENDING ON <br />3O RR PROPOSED HE TO BE <br />SED WHEN <br />PRECASTCONCRETE NON-CONDURIVE <br />NOTES: BASE PIPE IS INSTALLED <br />1. TRACERWIREONLY <br />REQUIRED WHEN <br />DIRECTED BY THE CITY <br />ENGINEER <br />STORM SEWER STRUCTURE, DESIGN F <br />NE, WITH TRACER <br />NOTTO SCALE <br />STRUCTURE, DESIGN F <br />�C� [ TYPE "A"CONE WITH <br />'s^VMf 7r: o No vurtxoE <br />BOLTON <br />(N MENK <br />i� STO-101 <br />Real Peopl, NOW Solutions. <br />SEE CITY PUTS NO. STO7 FOR UPRAP PUCEMENT. <br />ANCHOR CLIP <br />TIE LAST3 PIPE INT=. <br />USE 2 TIE BOLT FASTENERS <br />PER ICINT INSTAL <br />GO FROM TOP OR BOTTOM <br />OF PIPE. <br />PROV IDES ANCHOR CLIPS TO FASTEN <br />TRASHGUARD TO FURED END SECTION. <br />HOT DIP GALVANIZE AFTER FABRICATION. <br />h TRASH Gu sZNG <br />PIPE SIZE SARSW`D'H BOLTS <br />+s• w'e 21?519' <br />SIB <br />ISOMETRIC 1B" aNre 4 w• <br />21— re <br />2r re e• <br />Ire e• <br />iMore 9' <br />carer <br />1V4re B' , <br />AONo <br />SFLARNDEREDEION ND <br />0'a UR EA„"DD <br />IL LOG . <br />B NR <br />BOLTON <br />& MENK <br />-� <br />STO-600 <br />Real PeOa e. 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MENDATONs <br />TCH BASIN STRUCTURE <br />---D <br />TARY OR STORM SEWER <br />MANHOLE FRAME <br />ADJUSTING RINGS AS PER <br />SPECIFICATIONS <br />EOPRENE RUBBER TOP SECTION <br />\ / <br />POM RUBBER BOTTOM SECTION <br />E%'TERNAL BEE4'L SEE TO BE <br />y <br />INSTALLED PER MANUFACTURERS <br />RECOMMENDATONS <br />TOP SUB OR CONE SECTION <br />SECTION <br />1 NOCATC, RH3067 OR APPROVED EQUAL FOR TYPE <br />II AND NEENAH R4342 FOR TYPE I. <br />2. MANHOLE CASTINGS SHALL BF NEENAH NO <br />0 EQUAL WITH <br />O <br />� N o <br />CATCH BPSIN AND <br />MANHOLE EXTERNAL SEAL <br />DETAILLOG <br />0 <br />BOLTON <br />& MENK <br />? - <br />DSTO-70SD <br />Real People. ReaI SOIGH nS. <br />� <br />.�r�.. m�m.E a......_.. <br />PEDESTRIAN CURB AILLOS © BOLTON <br />&SIDEWALK &MENK <br />DSTRP007D: <br />Real People. Real Solutions. <br />O <br />STORM SEWER <br />0 N <br />STRUCTURE DESIGN BOLTON <br />O <br />4022j/ TRACER WIRE <br />&MENK <br />aV <br />D5T0-104 � Peal People. Real Solutions. J <br />1. RUBBER GASKET ITYPICALL <br />Z IAIRIU SAL TO E <br />7 <br />---D <br />, <br />AxAREDE0By ENGINEER <br />§ <br />STOP <br />a°P <br />GRANULAR <br />O <br />ENGINE11IFTTERTGHrSES" <br />-DE -B <br />SIGN <br />PUBI BLACK LETTERING ON WHOE BACKGROUND <br />PRIVATEEADS660WHITE LETTERING ON GREEN BACKGROUND <br />34"SIGN PLATE MINIMUM; 48" SIGN PLATE MAXIMUM <br />N2.5 U CHANNEL <br />GALVANIZED SIGN POST <br />0 <br />PRECAST CONCRETE CONE SECTION <br />--a— <br />SPECIFIED <br />SI <br />S <br />Iwx6NESPCC F FOIH M NE <br />� <br />6. DE v,MTx BITUMINOUS <br />+IQO,VO <br />STR-030 <br />CRCUMFERENCE(IFEN SPEFIED) <br />RRBI PEOPIe. Real SKI'llons. <br />0 <br />wI0.Ewrtx1x THE NtAN UF0. <br />NOTTOSCALE <br />\I <br />PUN VIEWS <br />SANITARY MANHOLE WITH TRACER WIRE <br />NOTTO -E <br />MANHOLE"TIVLTO <br />N <br />W ITRACEERxoIREENKyY "cc,SAN-000peel People. Real Solutions. <br />nxGOR NING NOTES: <br />1 ECCENTRCCONE SECTONINAYBE <br />USED IN OEEP STRUCTURES TO AVO 0 <br />MORE THAN 4 ADIUSTING RINGS <br />w 1 2. PIPE CMUTS TO BE UO- AG <br />SPE3S EL STEEL PLASTIC STEPS <br />SHALL BE A POLYPROPYLLNE PLASTIC <br />RE NFORCED W RR A NO2 DEFORMED <br />mr BRING <br />ETL ROD GRADE E <br />R NG TRACER WIRE INI MANHOLE <br />BELOW FIRSTADJUSTING RING, PROVIDE <br />SECTIONAL VIEW G'MICall. OFTEhEER WIRE <br />MANHOLE <br />N <br />DRAINAGE STRUCTURE WITH SUMP S. CASTING TO RETYPE R 3067N UNLESS <br />OTHERWISE SPECIFIED ON PIANS <br />WITH TRACER WIRE 6. TRACER WIRE TO BE USED WHEN <br />NMTOSCAF LLED <br />7.ITRACER WIRE ONLYON CONDUCTIVE 'REQUIREDPE IS AWH NCITY ENGINEER <br />DIRECTED <br />By THE <br />DRAINAGE STRUCTURE <br />V'ONO WITH SUMP, BOLTON <br />P WITHE�RA�CEBR:IRE &MEN K <br />STO-105 peal people. Real Solutions <br />FINISH EDI 10'TYP �ul� <br />SURFACE 2"%4'WOOD <br />MARKEFI <br />MINABOVE <br />GRADE <br />BRINGTRACER <br />WIRETOSURFACE <br />NOTE: z� ANDTERMINATE <br />WY ES, BE NDS AND PIPE Fr INACCESSBOX <br />SIZES AS REQUIRED BY b AS SPECIFIED 2"X2"WOOD <br />PUNSANDSPECSMARKER <br />WATERTIGHT <br />TRACER WIRE CAP (INCIDENTAL) <br />BEND AS REQUIRED (INCIDENTAL) <br />(45• MAK PER BEND) <br />ATTACH TRACERWIRE f- <br />TO'EWER MAIN WITH <br />STAINLESS STEEL CLAMP, <br />COATCONNECTION EWER SERVICE SLOPE ATTACH TRACER WIRE <br />WITH 3M SCOTCH KOTE REQUIREMENTS MIN I.O% TOSEWER MAINWITH <br />OR APPROVED EQUAL OPTIMUM 2.03FMAX 12.5% STAINLESS STEEL LUMP, <br />RISER ON UNDISTURBED COATCONNECTION <br />TRENCH WALL WITH 3M SCOTCH ROTE <br />OR APPROVED EQUAL <br />45•BEND SEWER SERVICE SLOPE <br />8 O REQUIREMENTS MIN 1.0% <br />SPECIFIED 4 <br />WYE BRANCH UNLESS OPTIMUM 2.OSFMAX 12.5% <br />SPECIFIED OTHERWISE <br />GRAVITY SEWER AS SPECIFIED <br />REFER TO TRENCH DETAIL FOR <br />INSTALUTION REQUIREMENTS <br />SANITARY SEWER SERVICE RISER, <br />NEW CONSTRUCTION, <br />WITH TRACER WIRE ACCESS BOX <br />NOT TO SCALE <br />SANITARY SONER SERVICE I <br />SON° RISER NEWCOF"M `TION DEPS"DG ® BOLTON <br />HTEAFRRWIE ACCFM aaNDUAnT>Lm0 (NMENK <br />=71M01 F" <br />People. 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Real Solu[ion5 <br />10” <br />5 3O' <br />10 <br />s s m�❑ <br />I <br />ICATOI BAIRN PUN BASE SUB PLRN <br />NOTES. <br />AX 6D—RTA <br />1.CASnx6TO BETYPE R SKEL V Ux1ESSOTHERW SE <br />0AGBIRERNGSPEFEDONPIANS <br />ALTERNATE VSTExVutE BASE CAx BF USED RF NERC NG SHALL BE W RF FABICPF WxG ax aRFwOFI HDOT IN BOTH Ixor LLSSTHAR 0.115gNRSING <br />GRQUTRECTORS <br />S,RACRWRNN,�uaNBA%NREEWnRM <br />S, TRACER -18 <br />FINE IS II BE USED WHEN NON-CONDUCTIME <br />ME CITY ENGIN FRY REQUIRE WHEN DIRECTED BY <br />CATCH BASIN STRUCTURE <br />DESIGN R-1 (2'x3') WITH TRACER WIRE <br />pONO STR (TUBE W'FTIHN BOLTON <br />'U oERBIR ISE &MEN K <br />��y� SMTO-106 Real People. 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PIPE CMUTS TO BE UO- AG <br />SPE3S EL STEEL PLASTIC STEPS <br />SHALL BE A POLYPROPYLLNE PLASTIC <br />RE NFORCED W RR A NO2 DEFORMED <br />mr BRING <br />ETL ROD GRADE E <br />R NG TRACER WIRE INI MANHOLE <br />BELOW FIRSTADJUSTING RING, PROVIDE <br />SECTIONAL VIEW G'MICall. OFTEhEER WIRE <br />MANHOLE <br />N <br />DRAINAGE STRUCTURE WITH SUMP S. CASTING TO RETYPE R 3067N UNLESS <br />OTHERWISE SPECIFIED ON PIANS <br />WITH TRACER WIRE 6. TRACER WIRE TO BE USED WHEN <br />NMTOSCAF LLED <br />7.ITRACER WIRE ONLYON CONDUCTIVE 'REQUIREDPE IS AWH NCITY ENGINEER <br />DIRECTED <br />By THE <br />DRAINAGE STRUCTURE <br />V'ONO WITH SUMP, BOLTON <br />P WITHE�RA�CEBR:IRE &MEN K <br />STO-105 peal people. Real Solutions <br />FINISH EDI 10'TYP �ul� <br />SURFACE 2"%4'WOOD <br />MARKEFI <br />MINABOVE <br />GRADE <br />BRINGTRACER <br />WIRETOSURFACE <br />NOTE: z� ANDTERMINATE <br />WY ES, BE NDS AND PIPE Fr INACCESSBOX <br />SIZES AS REQUIRED BY b AS SPECIFIED 2"X2"WOOD <br />PUNSANDSPECSMARKER <br />WATERTIGHT <br />TRACER WIRE CAP (INCIDENTAL) <br />BEND AS REQUIRED (INCIDENTAL) <br />(45• MAK PER BEND) <br />ATTACH TRACERWIRE f- <br />TO'EWER MAIN WITH <br />STAINLESS STEEL CLAMP, <br />COATCONNECTION EWER SERVICE SLOPE ATTACH TRACER WIRE <br />WITH 3M SCOTCH KOTE REQUIREMENTS MIN I.O% TOSEWER MAINWITH <br />OR APPROVED EQUAL OPTIMUM 2.03FMAX 12.5% STAINLESS STEEL LUMP, <br />RISER ON UNDISTURBED COATCONNECTION <br />TRENCH WALL WITH 3M SCOTCH ROTE <br />OR APPROVED EQUAL <br />45•BEND SEWER SERVICE SLOPE <br />8 O REQUIREMENTS MIN 1.0% <br />SPECIFIED 4 <br />WYE BRANCH UNLESS OPTIMUM 2.OSFMAX 12.5% <br />SPECIFIED OTHERWISE <br />GRAVITY SEWER AS SPECIFIED <br />REFER TO TRENCH DETAIL FOR <br />INSTALUTION REQUIREMENTS <br />SANITARY SEWER SERVICE RISER, <br />NEW CONSTRUCTION, <br />WITH TRACER WIRE ACCESS BOX <br />NOT TO SCALE <br />SANITARY SONER SERVICE I <br />SON° RISER NEWCOF"M `TION DEPS"DG ® BOLTON <br />HTEAFRRWIE ACCFM aaNDUAnT>Lm0 (NMENK <br />=71M01 F" <br />People. Real SDIBIIDns. <br />V <br />[T {CQM DBACKF FILL� GI F <br />AS SPECIFIED EXCAVATION <br />RC PIPE 12" (MIN) <br />CLASS AS <br />SPECIFIED <br />SHAPE BOTTOM TO HA PIPE DIA B <br />gTQ1 PIPE Oo.3s <br />D, 36.OR LE55 Bc+2C• <br />a <br />PROVIDE BELL HOLE 42•TO 54" SxBc <br />ATEACHIE(IF B E"DROVER &+36' <br />REQUIRED) <br />RC PIPE <br />BACKFILL WITH SEIEREO <br />`COMPACIEDBACKFIUI MATERIAL FROM EXCAVATION <br />ASSPECIFIED <br />Bc 1r (MIN) <br />B <br />RC PIPE %PE OM C <br />CUSS AS pep 36"OR IF.SS B+N" <br />PECIFIED <br />O.1S Bc "DSC" 1.SdL Bc <br />E'OROVER 8+36" <br />O.68c EI US, UUR <br />B BEDDING <br />RC PIPE <br />CLASS "B" BEDDING <br />O O RC PIPE BEDDING BOLTON <br />DD„DP B„D ©&MENK <br />570-000 Real People. Real Solu[ion5 <br />10” <br />5 3O' <br />10 <br />s s m�❑ <br />I <br />ICATOI BAIRN PUN BASE SUB PLRN <br />NOTES. <br />AX 6D—RTA <br />1.CASnx6TO BETYPE R SKEL V Ux1ESSOTHERW SE <br />0AGBIRERNGSPEFEDONPIANS <br />ALTERNATE VSTExVutE BASE CAx BF USED RF NERC NG SHALL BE W RF FABICPF WxG ax aRFwOFI HDOT IN BOTH Ixor LLSSTHAR 0.115gNRSING <br />GRQUTRECTORS <br />S,RACRWRNN,�uaNBA%NREEWnRM <br />S, TRACER -18 <br />FINE IS II BE USED WHEN NON-CONDUCTIME <br />ME CITY ENGIN FRY REQUIRE WHEN DIRECTED BY <br />CATCH BASIN STRUCTURE <br />DESIGN R-1 (2'x3') WITH TRACER WIRE <br />pONO STR (TUBE W'FTIHN BOLTON <br />'U oERBIR ISE &MEN K <br />��y� SMTO-106 Real People. Real SUIGU s. <br />SOLUTION <br />). 7 <br />ALL AI NT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />David <br />Weekley <br />Hames <br />---- <br />.doomp <br />N <br />I— <br />Z <br />CW <br />C <br />N U <br />O O <br />Z <br />FnC Z <br />''^^ F- O <br />V/ <br />O o U <br />U Z <br />O J <br />O o Z LUH <br />O o U o <br />hereby certify that this plan, <br />specification, o report w <br />o <br />prepared by m Under my <br />direct supervisionand that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />�Jq <br />MARK RAUS/ CHVPE <br />6-3-2021 43480 <br />Dote License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />2 <br />SHEET 2 OF 23 <br />BACKFILL <br />�COMPACTED <br />ASSPECIFIED <br />PIPEMATERIAL' <br />AS SPECIFIED1� <br />GRANULAR <br />12"MIN) <br />AND ENCASEMENT <br />V,,\ <br />MATERIAL AS <br />SPECIFIED <br />OD <br />e <br />TRACER WIRE AS SPECIFIED, <br />TAPE TO PIPE AT 5' <br />INTERVAL, PLACE WIRE <br />BELOW SPRING LINE <br />6„ <br />OD+24" <br />NON -RIGID SANITARY SEWER TRENCH <br />NOTTOSCALE <br />\I <br />NON-RIGIDSANITARY <br />SE <br />=NCH <br />oSAND <br />—L G BOLTON <br />Ayunm & MENK <br />Real People. Real Solutlon3 <br />SOLUTION <br />). 7 <br />ALL AI NT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />David <br />Weekley <br />Hames <br />---- <br />.doomp <br />N <br />I— <br />Z <br />CW <br />C <br />N U <br />O O <br />Z <br />FnC Z <br />''^^ F- O <br />V/ <br />O o U <br />U Z <br />O J <br />O o Z LUH <br />O o U o <br />hereby certify that this plan, <br />specification, o report w <br />o <br />prepared by m Under my <br />direct supervisionand that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />�Jq <br />MARK RAUS/ CHVPE <br />6-3-2021 43480 <br />Dote License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />2 <br />SHEET 2 OF 23 <br />