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DRAWN BY: DESIGN BY: <br />M.Q.A. C.W.P. <br />CHCKD BY: PROJ. NO. <br />M.Q.A. 20-1906 <br />STANDARD NEENAH 7" R-1642 FRAME <br />WITH TYPE B SELF SEALING <br />27 " DIA. <br />LID WITH 2 CONCEALED <br />PICK HOLES. LID SHALL BE <br />INSTALL EXTERNAL <br />LABELED "STORM SEWER" <br />MANHOLE CHIMNEY <br />SEAL MANUFACTURED <br />POLYETHYLENE jPEj <br />BY INFI-SHEILO <br />ADJUSTING RINGS (MIN 4-- <br />GATOR WRAP OR <br />, <br />MAX 12"). USE THICKER <br />APPROVED EQUAL <br />I <br />ADJUSTING RINGS WHEN <br />'- <br />FEASIBLE TO MINIMIZE <br />' <br />NUMBER OF RINGS. <br />` L-0" <br />SHIMMING ADJUSTING RINGS <br />' <br />WILL NOT BE ALLOWED. <br />A: <br />I <br />STANDARD OFFSET <br />ECCENTRIC <br />CONE SECTION <br />REDUCERS TO BE <br />(STEPS NOT SHOWN <br />USE D FOR 60" <br />INTENTICNALLY) <br />&72"BARRELS <br />1'-0" <br />.r/ <br />GROUTING BETWEEN <br />-A <br />`y <br />PIPE AND MANHOLE <br />q; <br />;r <br />BARREL SHALL BE WITH <br />y <br />4'-0" <br />NON -SHRINKING <br />CEMFNT- <br />d <br />,y <br />:r <br />4B"-72" <br />VOIDS FILLED WITH <br />' <br />27' DIA. STANDARD NEENAH 7" R-1642 FRAME <br />AND TYPE R SFLF SEALING <br />LID WITH 2 CONCEALED <br />INSTALL EXTERNAL PICK HOLES. LID TO BE <br />MANHOLE LABELED "STORM SEWER' <br />CHIMNEY SEAL <br />10" <br />MANUFACTLIRE.D POLYETHYLENE (PE) <br />16' <br />BY INFI-SHEILD ADJUSTING RINGS'. <br />GATOR WRAP DR (MIN 4--MAX 12') <br />AP PROVED EQUAL USE THICKER <br />ADJUSTING RINGS <br />4'L0 WHEN FEASIBLE TO <br />MINIMIZE NUMBER OF <br />RINGS. <br />STANDARD OFFSET <br />ECCENTRIC CONE SECTION <br />REDUCERS TO BE <br />ISTEPS NOT SHOW N <br />USED FOR BD„ •^ INTENTIONALLY) <br />&72"BARRELS <br />n <br />m <br />m1 <br />LU <br />Of <br />USE R-2 TYPE - ,v CONCRETE BRICK � <br />_ONFINED O-RING OR BLOCK ONLY. <br />GROUT <br />N ROUT <br />GASKET JOINTS G <br />FOR ALL inAts w n, •.A ... <br />MANHOLE JOINTSx.`r2 <br />R. �. OIRECTION .41 <br />` OF FLOW ; •. f + s z 1 " y t <br /># Y� <br />x 112 DIA. OF PIPE s' ¢ r i > f DIRECTIO <br />PRECAST x L a `w FLOW <br />SECTION WITH <br />6" REO.ASBOTTOM T BASE <br />ROUREOINVERT NO SCALE <br />6 AT 12" D.C. EACH <br />WAY <br />NOTES: <br />1, MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF BYMAINDUSTRIALINC,1 CONFORMING TO ALL OSHA <br />( <br />REGULATIONS AND SPACED 16' O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE.. <br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. <br />S. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. <br />4" BLOCK STRUCTURES WILL NOT RE ALLOWED, <br />CITY C3F Special Details <br />STANDARD MANHOLE FOR O9� 04-01-15 <br />1UG0 <br />STORM DRAIN HU-SD-1 <br />ke.beR <br />EST. 1906 04-11-19 <br />OUTLET NOZZLES + THREADS TWO 2-11T HOSE CONNECTION <br />AND ONE 4-1/2' PUMPER CONNECTION <br />(NATIONAL STANDARD THREADS) <br />5 <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX <br />AS SPECIFIED <br />STREET <br />2'- 6' <br />BONNET ADAPTOR <br />T- 6' <br />MN. <br />VARIES <br />w D <br />'HYDRAFINDER'(CANDYCANE) <br />FIRE HYDRANT LOCATOR <br />WA=,- WB-67 <br />AS SPECIFIED <br />BURY 8.0' <br />WELD CONDUCTIVITY STUD <br />2' BELOW FLANGE <br />(FOR LOCATING PURPOSES) <br />T <br />18'-24' <br />\ 1' MIN. <br />2' MAX. <br />GEOTEXTEE FABRIC <br />MIIDOT 3733 TYPE 3 <br />1' WASHED COARSE <br />GRAVEL OR CRUSHED <br />ROCK TO 6' ABOVE WASTE <br />OPENING MIN. 1/3 CY <br />BRACING <br />AS REWIRED <br />PRECAST CONCRETE <br />BLOCK <br />WATEFWAIN <br />8' x 8' x W 2' DIAMETER BY 3' <br />PRECAST CONCRETE DEEP PIT UNDER <br />BASE AS SPECIFIED HYDRANT FILLED <br />WITH GRAVEL FOR <br />ALL INSTALLATIONS. <br />KTDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE <br />COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND <br />MANUFACTURER'S STANDARDS. <br />2 ALL HYDRANT LEADS SHALL BE TIED WITH 3/4' TIE RODS. TIE ROD SHALL EXTEND FROM <br />TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED N LIEU OF TIED RODS. <br />3. HYDRANTS SHALL HAVE A 16' BREAK OFF TRAFFIC RANGE <br />4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. <br />S. YELLOW 'OUT OF ORDER' TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER <br />BACKRLL <br />6. THE INITIAL + FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. <br />PLATE NO. <br />REVISION <br />HUGO <br />DATE : <br />VOIDS FILLED WITH <br />I <br />- <br />`�r <br />CONCRETE BRICK <br />¢g•_72" <br />%F <br />A <br />OR BLOCK ONLY- <br />S: <br />i1 <br />r. <br />y <br />a• <br />' - <br />'� <br />R. . <br />k <br />'i• <br />USE R-2 TaPEi <br />'Im,., <br />,a <br />.: <br />DIRECTION <br />+' <br />�'' <br />T' <br />'• <br />CONFINED Q-RINGS. <br />OF FLOW <br />t"•-_ <br />� <br />GASKET JOINTS ;:+ <br />'�: <br />:7' <br />DIRECTI OI <br />FORALL=r <br />`'.y,'y-< <br />'' ` <br />; <br />OF FLOW <br />MAhHOLEJ01NT5`1' <br />GROUT <br />PRECAST BOTTOM <br />".A <br />•g <br />SUIMP <br />GROUT <br />S <br />SECTION WITH <br />d <br />I <br />y <br />POURED INVERT <br />.. <br />fi' PRECAST BASE <br />NO SCALE.... <br />45 AT 12- O.C. <br />EACH WAY <br />NOTES: <br />1. MANHOLE STEPS <br />SHALL BE CAST IRON OR MA MODEL PS­B-PF BY MA INDUSTRIAL INC. CONFORMING TO.ALL OSHA <br />REGULATIONS AND SPACED LCCATF ON DOWNSTREAM 514E OF MANHOLE. <br />2, STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. <br />3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL <br />4. BLOCK STRUCTURES WILL NOT BE ALLOWED. <br />CITY C)F Special Details <br />STANDARD MANHOLE WITH U <br />LU4-Di-15 <br />SUMP FOR STORM DRAIN HU-SD-2 <br />ke.beR <br />EST. 19Os 01 1-19 <br />VALVE BOX SETTING TO <br />1/4'-3/8' BELOW PAVEM <br />AND AT GRADE IN TURF <br />VALVE BOX SHALL B <br />TO HAVE 6' ADJUSTI <br />UP AND DOWN FROA <br />FINISH GRADE <br />AGGREGATE AND MnDOT 3733 <br />TYPE 3 (GEOTEXTILE FABRIC <br />LINING DRAIN PR AND ATTACHED <br />TO TOP OF VALVE BOX FOOT <br />PIECE <br />1-1/2' WASHED ROCK ALL AROUNC <br />MIN.1/3 C.Y. <br />(MIN.1 C.Y. IN IMPERVIOUS SOILS) <br />D.I.P. W) <br />GATE VALVE ADAPTOR.STEELX' STEEL WITH <br />PROTECTIVE COATING <br />)'1' RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR. TOP NEW <br />SIDE NEW <br />NOTES: <br />1. GATE VALVES SHOULD BE USED ON 6' THROUGH 16" WATERMAIN. <br />2.VALVE BOX INSERTS ARE NOT MOWED UNLESS APPROVED BY THE ENGINEER. <br />3.VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL N10W A 4" P.V.C. PIPE TO PASS <br />ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE <br />4. ALL VALVES SHALL BE TIED WITH Y" THREADED TIE RODS TO THE AWN. MEGA <br />LUGS MAY BE USED IN UEU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL NO SCALE <br />TO THE PROJECT. <br />PLATE NO. <br />REVISION 10 05 06 <br />HUGO <br />DATE <br />NOTES: <br />1. EXTERNAL SEAL SHALL BE <br />ATTACHED TO THE FRAME <br />AND CONCRETE TOP SLAB AS <br />APPROVF4 BY THE <br />ENGINEER, <br />A <br />CENTER STRUCTURE <br />TQ BACK OF CURS <br />CURS INLET FRAME AND CURB <br />BOX NEENAH NO. R-3457V, <br />INSTALL INFI-SHIELD <br />GATOR WRAP EXTERNAL <br />MANHOLE CHIMNEY SEAL <br />OR APPROVED EQUAL. <br />EXTERNAL SEAL SHALL BE <br />INSTALLED ACCORDING TO <br />MANUFACTURE'S <br />RECOMMENDATIONS. <br />5" <br />PRECAST BOTTOM SECTION WITH <br />POURED INVERT <br />95 AT 12" D.C. EACH WAY <br />al' <br />24" 3J112" <br />0 <br />I�Tl <br />LL <br />A <br />0 <br />36" <br />4: <br />z <br />O <br />U- <br />18" <br />w <br />0 <br />in <br />PLAN <br />12„ FLOW LINE SHALL BE MIN. <br />D,7 BELOW TOP OF CURB <br />6 <br />POLYEHTYLENE (PE) ADJUSTING <br />RINGS (MIN 4" - MAX 12"). USE <br />- <br />THICKER ADJUSTING RINGS WHEN <br />r <br />.,x_� <br />FEASIBLE TO MINIMIZE NUMBER <br />24" max:., <br />OF RINGS. <br />T <br />= <br />SHIMMING OF RDJU57ING RINGS <br />� <br />WILL NOT 8E ALLOWED. <br />> <br />VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />S- PRECAST BASE <br />SECTION A -A <br />NOTES: <br />1. REINFORCING T CONSIST OF #4'BARS " O.C. BOTH WAYS <br />4Q $ �$ <br />2. GROUT BCTTOM TO DRAIN TO CENTER <br />3. CORE DRILL INTO EXISTING MANHOLE <br />4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED <br />S. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH <br />CLEAN OUT), SEE DETAIL HU-SIE-S FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 <br />FOR CLEAN OUT CONSTRUCTION. <br />NO SCALE <br />CITY C)F Special Details <br />STANDARD CATCH BASIN °""' <br />04-01-15 <br />Ruw <br />WITHOUT SUMP (2'X31) HU-SD-3A <br />Rp.k 3 <br />r- ESTANIP 04-11-19 <br />AS REQUIRED <br />CURB BOX WITH T-11/4' <br />STANDPIPE AND STATIONARY ROD <br />(8'- 6' AT FULL EXTENSION) <br />STEEL POST <br />PAINTED BLUE <br />STREET <br />AS REQUIRED <br />T TYPE K COPPER <br />8WXVX5' MANHOLE BLOCK <br />WATERMAIN <br />T- 6' MN COVER <br />1' CORP. STOP <br />T TYPE K COPPER <br />HORIZONTAL GOOSENECK <br />LOOP SHALL BE NO HIGHER <br />THAN WATERMAIN <br />NOTES <br />1 CURB BOXES INSTALLED N AREAS WHERE BOULEVARD IS TO BE CUT <br />AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB <br />BOX EXTENTKXJ FOR BOXES EXCEEDING 7.6 IN LENGTH ARE TO BE <br />BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, <br />- CONNECTIONS, ETC.. <br />2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL <br />UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY <br />APPROVED EQUIVALENT. <br />3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS <br />SHALL BE FORD BALL VALVE B22-444M OR CRY APPROVED EQUIVALENT. <br />PLATE NO. <br />REVISION <br />HUGO <br />DATE <br />m <br />w <br />z <br />z <br />d <br />0 <br />0 <br />w <br />m <br />r <br />�66E <br />m <br />I <br />111 <br />� <br />CITY <br />EST. 1908 <br />RIPRAP <br />DETAIL <br />THE <br />Z <br />J <br />a <br />a <br />G7 <br />G <br />Wa o <br />s <br />71 UJ w <br />Eta <br />o0L_¢d <br />4 F- o ta <br />uT <br />z �ra2d'ro <br />O g w n< W w <br />IT <br />w 6 to <br />w oiy Lyt9�o <br />c w zw}.emw <br />4�n IL <br />11 <br />~ V U Z w m <br />❑ZJ <br />T a P~ a x <br />w=0' IX w1n <br />Of nw- <br />LU <br />Lu in <br />CL IZz;DV <br />sa <br />W0�w0QC, <br />O r N r <br />7- <br />x rt <br />I <br />- 0 <br />mvw <br />= <br />W <br />m n <br />13 <br />GiB <br />a. <br />z <br />o� <br />a <br />a <br />CC <br />ry� <br />w <br />T <br />� x <br />5 <br />o <br />°Q <br />11-41 <br />In <br />:3 <br />L, <br />ILL! <br />ITT <br />3 <br />O <br />V <br />LAff <br />N <br />X <br />a <br />rc <br />� d Ix <br />tY <br />� to <br />6 <br />a <br />d <br />as <br />w <br />a <br />¢ <br />fL <br />a <br />❑a <br />- <br />in 0: <br />0 z=w <br />a D a <br />�00OI <br />m <br />s <br />Special Details <br />°"N: <br />03-01-10 <br />e HU-SD-6 <br />1/4' PLYWOOD <br />EACH <br />AREA .•, 4.., OVERFACE <br />T <br />81/2 OF <br />TABULATED OF: BOLTS <br />TOTAL AREA <br />ON <br />r PLUG OR CAP <br />PLUODID CROSS WYE <br />Al <br />A <br />SEND PLUGGED CROSS PLUGCl® TEE <br />NOTES <br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. <br />Z KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. <br />3. REQURED BEARING AREAS AT FTITNG SHALL BE AS NOTED ABOVE, UNLESS <br />INDICATED OTHERWISE. <br />4 BEARNG AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS <br />AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATEET36URES 5 ABOVE BEARING AREAS BASED ON TEST PROF 150 PSI AND AN ALLOWABLE SOL BEARING STRESS OF <br />OT. IJEE 2000 LBS. PER SQUARE FOTO COK BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL <br />BEARING SfRESSM USE THE FOLLOWING EQUATION: BEARING AREA - (TESL T PRESSURE/150) X (2000/80 <br />BEARING STRESS) X (TABLE VALUE). <br />PLATE NO. <br />REVISION <br />HUGO <br />DATE : <br />NOMINAL <br />FITTING <br />SIZE, <br />INCHES <br />TEE, WYE, <br />PLUG OR <br />CAP <br />SO' BEND, <br />PLUGGED <br />CROSS <br />TEE <br />PLUGGED <br />ON RUN <br />45" <br />BEND <br />22-1/2" <br />BEND <br />11-1/a" <br />BEND <br />Al <br />A2 <br />4 <br />t0 <br />1.4 <br />is <br />t4 <br />t0 <br />- <br />- <br />s <br />21 <br />3.0 <br />4.3 <br />3.0 <br />1.6 <br />1.0 <br />- <br />8 <br />3.8 <br />5.3 <br />7.6 <br />5.4 <br />2.9 <br />is <br />1.0 <br />10 <br />5.9 <br />8A <br />11.8 <br />8A <br />4.6 <br />26 <br />12 <br />12 <br />8.5 <br />12.0 <br />n.0 <br />120 <br />6.6 <br />a4 <br />1.7 <br />14 <br />TO <br />16.3 <br />23.0 <br />16.3 <br />8.9 <br />4.6 <br />23 <br />1s <br />15.0 <br />21.3 <br />30.0 <br />21.3 <br />11.s <br />s.o <br />ao <br />>e <br />1s.o <br />27.0 <br />3a.o <br />27.0 <br />1as <br />7.6 <br />ae <br />20 <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />16.1 <br />9.4 <br />4.7 <br />2a <br />3a.o <br />aa.o <br />sa.o <br />aa.o <br />2s.2 <br />xis <br />s.8 <br />4' PERFORATED P.E. PIPE (SEE <br />DETAIL BELOW) <br />PROVIUE 4" x 4" TEE AT EACH BUILDING <br />BACK OF CURB <br />LOCATION FOR SUMP PUMP <br />CONNECTION & 4• PVC TO PROPERTY <br />4 x 4" TEE (TO BE PAID FOR AS <br />LINE (4" PVC PIPE TO BE PAID BY THE <br />4" PERFORATED PA-_ PIPE <br />LINEAL FOOT) <br />I <br />PLUG OR CONNECT TO <br />EXISTING SUMP PUMP 11 <br />OUTLET (INCIDENTAL TO <br />PVC PIPE) <br />BURY LONG x#4 REBAR <br />VARIES <br />I FOR LOCATING PURPOSED <br />(INCIDENTAL) <br />I� PROPERTY LINE <br />CB MANHOLE OR CB _ <br />D <br />PROVIDE FOR 6" OPENING IN BACK DF <br />EACH CATCH BASIN STRUCTURE AT THE <br />CENTER OF STRUCTURE DOWN 2.38' FROM <br />TOP CASTING TO INVERT. (INCIDENTAL TO <br />STRUCTURE) <br />P.E. PIPE DRAIN CONNECTION 7O MANHOLE OR CB <br />NO SCALE <br />TURF ESTABLISHMENT - AGGREGATE BASE <br />(AS SPECIFIED) <br />A <br />. a <br />GEOTEXTILE FABRIC <br />a• -a a .4 <br />a. <br />(MnIDOT 3733, TYPE V).. <br />1 GRANULAR BORROW <br />1' 0" <br />AS SPECIFIED) <br />6" P ERFORATEO, HEAVY WALL, P.E. PIPE - { <br />21w <br />BACKFILLWITH-WASHFD PFA GRAVEL <br />n GEOTEXTILE FABRIC <br />OR. SELECT GRANULAR MATERIAL & RAP <br />WITH GEOTEXTILE (MNDCT 3733, TYPE 1) T 1' {)' {MnJDOT 3733. TYPE Uj <br />(ALL TO BE INCLUDED IN UNITPRICE BID <br />PER PER LINEAL FOOT OF 6" PERFORATED <br />P.E. PIPE) 6" P.E. PIPE DRAIN DETAIL <br />NO SCALE <br />Special Details <br />ORIGINAL DATE: <br />MAY 1, 2020 <br />z <br />O <br />L_ <br />0_ <br />Q' <br />U <br />W <br />0 <br />z <br />lOI� <br />V\J <br />W <br />n <br />Np <br />4) <br />E m <br />E <br />(3)L <br />� <br />CE <br />�� CE <br />Cf)Cn C W <br />(0 - <br />C <br />O <br />C <br />L 1_ <br />EEL0) O <br />Tn <br />L u) N <br />0 <br />� U <br />L <br />02 <br />J <br />O <br />1 zz <br />U_ <br />J <br />__J <br />D>_ <br />CO <br />W O <br />__J N <br />� O <br />Q N <br />2 rn <br />U O <br />O <br />W <br />Q <br />PREPARED FOR: <br />VICTOR LAND <br />HOLDINGS <br />SITE PLANNING <br />PLOWE& ENGINEERINGGINEERING EN, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />DETAILS &NOTES <br />EAGLES LANDING �■ <br />