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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-M42 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 jPE) <br />BY INFI-SHEILD <br />ADJUSTING RINGS (MIN 4"- <br />GATOR WRAP OR <br />, <br />MAX IT). USE THICKER <br />APPROVED EQUAL <br />I <br />ADJUSTING RINGS WHEN <br />'- <br />FEASIBLE TO MINIMIZE <br />' <br />NUMBER OF RINGS. <br />` 4.0" <br />SHIMMING ADJUSTING RINGS <br />' <br />WILL NOT BE ALLOWED. <br />A: <br />I <br />STANDARD OFFSET <br />ECCENTRIC <br />CONE SECTION <br />REDJCERSTOBE <br />(STEPS NOT SHOWN <br />USE D FOR 60" <br />INTENTIONALLY) <br />&72'BARRELS <br />.r/ <br />GROUTING BETWEEN <br />-A <br />`y <br />PIPE ANO MANHOLE <br />q; <br />;O <br />BARREL SHALL BE WITH <br />y <br />NON -SHRINKING <br />CEMENT- <br />'•,d <br />,y <br />:r <br />4R"-72" <br />^� <br />.An 48-72" <br />(?: <br />VOIDS FILLED WITH <br />' <br />27 • URA. STANDARD NEENAH 7" R-1642 FRAME <br />AND TYPE R SFLF SEALING <br />LIO 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 (PF) <br />16' <br />BYINFI-SHELD ADJUSTING RINGS <br />GATOR WRAP OR (MIN 4• - MAX 12') <br />AP PROVED EQUAL USE THICKER <br />7- <br />ADJUSTING RINGS <br />4'-W WHEN FEASIBLE TO <br />MINIMIZE NUMBER OF <br />RINGS. <br />STANDARD OFFSET <br />ECCENTRIC CONE SECTION <br />REDUCERS TO BE <br />(STEPS NOT $W HQN <br />USED FOR Bp„ •^ INTENTIONALLY) <br />&72"BARRELS <br />1,-4n <br />u1 <br />LU <br />USE R-2 TYPE - ,v CONCRETE BRICK <br />_ONFINED fl-RINC OR BLOCK 0 NLY. <br />R T <br />G OV <br />N GROUT GASKET .T01 TS <br />FOR ALL in Ats w n, �., •.A ... <br />MANHOLE JOINTS <br />VRR �. DIRECTIONr - <br />` OF FLOW ; •. f + s z i:n " y t <br /># Y <br />x 112 DIA. OF PIPE i > f DIRECTIO <br />PRECAST !x x a `� :. OF FLOW <br />BOTTOM SECTION WITH <br />6" REO.AST BASE <br />POUREDINVERT NO SCALE <br />Ira AT 12" D.C. EACH <br />WAY <br />NOTES: <br />1, MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-6-PF BYMA 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 STRUGTVRES WILL NOT BE ALLOWED, <br />CITY C3F Special Details <br />STANDARD MANHOLE FOR °"� 04-01-15 <br />1UG0STORM DRAIN ke.beR HU-SD-1 <br />EST. 1906 04-11-19 <br />OUTLET NOZZLES t THREADS, TWO 2-1/2' HOSE CONNECTION <br />AND ONE 4-1/2'PUMPER CONNECTION <br />(NATIONAL STANDARD THREADS) <br />5' <br />CAPS TO BE CHAFED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX <br />AS SPECIFIED <br />sn*ET <br />2'- 6' <br />BONNET ADAPTOR <br />T- 8' <br />AAR <br />VARIES <br />8' D <br />IiYDRAF9VDERYCANDYCAME) <br />FIRE HYDRANT LOCATOR <br />WATEROUS WB-67 <br />AS SPECIFIED <br />BURY 8.0' <br />WED CONDUCTMTY STUD <br />2' BELOW RANGE <br />(FOR LOCATNG PURPOSES) <br />T" <br />I I I I I\� 1'^49V' <br />2' MAX. <br />GEOTEXTILE FABRIC <br />Wl7DOT 37W TYPE 3 <br />1' WASHED COARSE <br />GRAVEL OR CRUSHED <br />ROCK TO W ABOVE WASTE <br />OPENING MN 113 CY <br />BRACING <br />ASREOUIRED <br />PRECAST CONCRETE <br />BLOCK <br />8' x 8' x 16' 2' DIAMETER BY 3' <br />PRECAST CONCRETE DEEP FIT UNDER <br />BASE AS SPECIFIED HYDRANT FILLED <br />WITH GRAVEL FOR <br />ALL INSTALLATIONS <br />RANT COATF409 DAMAGED DURING CONSTRUCTION SHALL BE RREPAWED AFTER THE BASE <br />COURSE OF B1111MINOUS 6IN,STALLED. PRCIE AND PANT HYDRANTS PER AWWA AND <br />MANUFACTURER'S STANDARDS. <br />2 ALL HYDRANT LEADS SHALL BE TIED WITH 314' TE RODS TEE ROD SHALL EXTEND FROM <br />TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED N LEU OF TIED RODS <br />3 HYDRANTS SHALL HAVE A 16' BREAK OFF TRAFFIC RANGE <br />4. ALL RODS AND RETANERS TO BE COATED WITH BHTUMASIIC. <br />5 YELLOW 'OUT OF ORDER' TAG TO BE NSTALLED ON THE PUMPER CONNECTIONS AFTER <br />EACKPILL <br />8. THE INITIAL -F FINAL RASING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. <br />PLATE NO. <br />REVISION <br />H <br />UGO <br />DATE <br />VOIDS FILLED WITH <br />I <br />- <br />`Ar <br />CONCRETE BRICK <br />¢g•_�2" <br />%F <br />A <br />OR BLOCK ONLY- <br />S: <br />.'.y <br />r. <br />I <br />'� <br />k <br />'i• <br />USE R-2 Y`(PE., <br />,a <br />DIRECTION <br />�'' <br />1' <br />'• <br />CONFINED Q-RING�. <br />OF FLOW <br />t"•-_ <br />GASKET JOINTS;: <br />DIRECTI01 <br />FORALLRr <br />`'.y,'y--<FLOW <br />MAMHOLEJOINTS`1' <br />y <br />GROUT <br />4�" <br />PRECAST BOTTOM <br />•g <br />SUMP <br />GROUT <br />S <br />SECTION WITH <br />d <br />I <br />y <br />POURED INVERT <br />.. <br />fi' PRECAST BASE <br />Nd SCALE.... <br />43 AT 12" O.C. <br />EACH WAY <br />NOTES: <br />1. MANHOLE STEPS <br />SHALL BE CAST IRON OR MA MODEL PS-B-PF BY MA INDUSTRIAL INC. CONFORMING TO ALL OSHA <br />REGULATIONS AND SPACED 13"O.C. 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 Pam1UG0 <br />04-Di-15 <br />SUMP FOR STORM DRAIN HU_Sp_2 <br />ke.beR <br />'EST. 190s 04-11-19 <br />VALVE BOX SETTING TO <br />114 '-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 DRAT/ PIT AND ATTACHED <br />TO TOP OF VALVE BOX FOOT <br />PIECE <br />1-112' WASHED ROCK ALL AROLM <br />ABN. 113 C.Y. <br />QNIN 1 C.Y. W IMPERVIOUS SOILS) <br />DJ.P. WA <br />GATE VALVE ADAPTOR: <br />Y' STEPROTECTIVE <br />WITH <br />PROTECEL COATING <br />1'1' RUBBER GASKET <br />INSTAUEO BETWEEN GATE <br />VALVE AND ADAPTOR. TOP NEW <br />SIDE NEW <br />ADAPTOR <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 ALLOW 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 X" THREADED TIE RODS TO THE AWN. MEGA <br />wGS 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 <br />H <br />UGO <br />DATE : 10/05/06 <br />NOTES: <br />1. EXTERNAL SEAL SHALL BE <br />ATTACHED TO THE FRAME <br />AND CONCRETE TOP SLAB AS <br />APPROVER BY THE <br />ENGINEER, <br />A <br />L. <br />CENTER STRUCTURE <br />TO BACK OF CURS <br />CURBINLET FRAMEAND 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 />31- <br />24" 131112" <br />0 <br />I�T <br />A <br />0 <br />36" <br />4: <br />a <br />O <br />U- <br />18" <br />� <br />0 <br />n <br />PLAN f <br />12„ FLOW LINE SHALL BE MIN. <br />5,7 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 />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. URAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50- IN EACH DIRECTION WITH <br />CLEAN OUT), SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 <br />FOR CLEAN OUT CONSTRUCTION. <br />NO SCALE <br />OK <br />CITY C3F Special Details <br />STANDARD CATCH BASIN P""' <br />0A-DIE-15 <br />RUGOWITHOUT SUMP (2'X3') I HU-SD-3A <br />Rp.ke3 <br />r- EST.INIP; 0441-19 <br />STEEL POST <br />PAINTED BLUE <br />9 <br />� <br />SIR }T <br />AS REOUIRED <br />AS RiEOUIED <br />r <br />r <br />CIA3B BOX WITH T-1114' T- 6' AAN COVER <br />STAADPA'E AND STATIONARY ROD <br />W AT RILL EXTENSION) <br />r CORP. STOP <br />r TYPE K COPPER <br />8X13'X5' MANHOLE BLOCK <br />7' TYPE K COPPER <br />WATER MAN <br />HORIZONTAL GOOSENECK <br />LOOP SHALL BE NO HIGHER <br />THAN WATERMAN <br />NOTES <br />1 CURB BOXES INSTALLED N AREAS WHERE BOULEVARD 6 TO BE CUT <br />AT A LATER DATE SHALL BE NSTALLED AT DEPTH REOUIED, CURB <br />BOX EXTENSION FOR BOXES EXCEEDING 7.5' 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 At WEAPOLLS PATTERN CURB BOXES A-1 OR CRY <br />APPROVED EQUIVALENT. <br />3 CORP. STOPS SHALL BE FORD BALLOCAP R3600-4 AND CURB STOPS <br />SHALL BE FORD BALL VALVE B22-444M OR CRY APPROVED EOUVALENT. <br />PLATE NO. <br />REVISION <br />DATE <br />In HUGO <br />�66E <br />111 <br />� <br />CITY <br />EST. 1908 <br />RIPRAP <br />DETAIL <br />THE <br />Z <br />J <br />a <br />z <br />G7 <br />G <br />Wa o <br />s <br />71 w w <br />o0�¢d <br />4 F-a ota <br />uT <br />z �a2�d'ro <br />w O Of t9�� <br />c zw}.emw <br />Q J ' M <br />~ U U Z w m <br />� in 0 1 J <br />a PLLI ~ a x <br />� o:rnw- <br />Cqn`-'zwU Inn <br />Lu in w <br />a IZz;DV <br />sa <br />W0F.w0QE <br />O r N r <br />z- <br />x rt <br />gag <br />= <br />m n <br />GiB <br />a. <br />z <br />o� <br />a <br />CC <br />m <br />ry� <br />w <br />x <br />� x <br />5 <br />o <br />n <br />a <br />w <br />8 <br />O <br />V <br />3 ff <br />N <br />0 <br />❑ a <br />r <br />X <br />a <br />0 <br />rc <br />� d Ix <br />a <br />(0 <br />w <br />CO� <br />� c� <br />6 <br />a <br />d <br />as <br />w <br />a <br />¢ <br />fL <br />a <br />❑a <br />- <br />in dr <br />0 <br />Z = W <br />I0 S <br />wq�a <br />m <br />s <br />Special Details <br />PRN: <br />03-0i-10 <br />e HU-SD-6 <br />1/4- PLYWOOD <br />EACH AREA •, 4.,, OVER FACE <br />'.� �'''• IS 112 of OPBOLTS <br />TABULATED <br />TOTAL AREA <br />PLW OR CAP <br />FLIIOGED CROSS WYE <br />a'. <br />aim PLUGGED CROW PLUGGED TEE <br />NOTES <br />1 CONE THRUST BLOCKMO TO BE POURED AGAINST UNDISTURBED EARTH <br />2 KEEP CONCRETE CLEAR OF "K)NT AND ACCESSORIES <br />a REOIIIED BEARING AREAS AT F17TNG SHALL BE AS NOTED ABOVE UNLESS <br />NDICATED OTHERWISE <br />4 SEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS <br />AND BLOCKING DETAILS SHOWN ON T7� STANDARD PLATE <br />5 ABOVE BEARWO AREAS BASED ON TEST PRESSUiES OF 15) PSI AND AN ALLOWABLE SOL SEARNO STRESS OF <br />2000 LOS PER SQUARE FOOT TO COMIPI BEARING AREAS FOR DIFFERENT TEST PREH AND SOL <br />BEARNG SIBS, 1.6E 77-E FOLLOWING EOVATION BEARING AREA - (IEST PRE�E/150) X (2000/SOIL <br />BEARNO STRESS) X (TABLE VALVE). <br />PLATE NO. <br />HUGO <br />REVISION <br />DATE <br />NOMINAL <br />FITTING <br />SIZE, <br />INCHE3 <br />TEE, Vi/YE, <br />PLLJG OR <br />CAP <br />90' BEND, <br />PLUGGED <br />CROSS <br />TEE <br />PLUGGED <br />ON flLll <br />�. <br />BEND <br />22-1/2" <br />BEhD <br />11-1/4" <br />BOND <br />Al <br />A2 <br />4 <br />10 <br />1.4 <br />19 <br />14 <br />10 <br />- <br />- <br />s <br />21 <br />ao <br />43 <br />ao <br />is <br />to <br />- <br />8 <br />a8 <br />ra3 <br />7.8 <br />S4 <br />29 <br />15 <br />10 <br />10 <br />Ss <br />as <br />na <br />a4 <br />a.s <br />2s <br />TZ <br />12 <br />a5 <br />120 <br />f/.0 <br />120 <br />8.8 <br />a4 <br />1.7 <br />14 <br />115 <br />16i3 <br />2a0 <br />1a3 <br />a9 <br />4:8 <br />23 <br />is <br />1so <br />2L3 <br />30.0 <br />213 <br />ns <br />so <br />ao <br />18 <br />190 <br />27.0 <br />38.0 <br />27.0 <br />14.6 <br />7.6 <br />a8 <br />20 <br />2a5 <br />3a3 <br />47.0 <br />3a3 <br />191 <br />9.4 <br />4.7 <br />24 <br />340 <br />48.0 <br />68.0 <br />4fl0 <br />282 <br />1as <br />6.8 <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 RE- 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 TO MANHOLE OR CB <br />NO SCALE <br />TURF ESTABLISHMENT - AGGREGATE BASE <br />(AS SPECIFIED) <br />. a <br />GEOTEXTILE FABRIC <br />a• -a a .4 <br />a. <br />(MnfDOT 3733, TYPE VI <br />1 GRANULAR BORROW <br />1' D" <br />AS SPEC IFIEO <br />6" P ERFORATEO, HEAVY WALL, P.E. PIPE -2 { ) <br />BACKFILLWITH-1hASHED PEA GRAVEL Y <br />n GEOTEXTILE FABRIC <br />OR. SELECT GRANULAR MATERIAL & RAP <br />WITH GE07EXTILE (MNDCT 3733, TYPE 1) V O• (MnJDOT 3733. TYPE V) <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 />W <br />Q' <br />U <br />07 <br />W <br />0 <br />z <br />101^ <br />V\J <br />W <br />n <br />OR <br />I' � <br />J <br />O <br />(n <br />W <br />0 <br />z <br />06 <br />in <br />J <br />W <br />0 <br />PREPARED FOR: <br />VICTOR LAND <br />HOLDINGS <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, 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 />