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STEPS PER SPECIFICATIONS STANDARD CASTING GROUTED IN PLACE 0 2"CONCRETE ADJUSTING N EYE RINGS. MIN. 2 RINGS a N RIP RAP 1 BOLT �0 MAX. 6 RINGS. «° 27 FILTER BLANKET-'Zl C== mb: to _ SECTION B'-B ( 25 3/4' _ '' A 3j4„ STEEL BARS TRANSVERSE EYE AND LONGITUDINAL. WELD r` STANDARD CASTING v; p' BOLT - � ' 0 �-- — - EACH INTERSECTION. D ;. - � 4 wo B TYPE IL OR EQUAL. SECTION SECTION A- A14 y GROUTED IN PLACE 2" c� -- 24 I/8 MIN CONCRETE E2 RINGS ADJUSTING RINGS PRECAST ECCENTRIC -CONE 261/2I MAXIMUM-6 RINGS ' a PLAN ! 35%2" Q A A X o o. o + + WALLS TO BE "CONSTRUCTED OF 17 CASTING SHALL BE 'NEENAH o. PRECAST SECTIONS OR CONC. R-1733 OR EQUAL ° STEPS PER ° 1 SEWER BLOCK. SEWER BLOCK )" SPECIFICATIONS O - SHALL BE PLASTERED ON �QplplSrgNT INTERIOR AND EXTERIOR. ! 1 - , — — _ ° - OFFSET STEPS AROUND PIPE. p A VARIABLE r v; .'k m MAX. DI ST FROM FLOOR TO 5 4'-0 Q - ? BOTTOM STEP = 16' v N 1 - PRECAST CONCRETE " > 1 m I ; SOLID LID WITH TWO THIS AREA MAY BE NOTE: RIP SHALL INSTALLED 4 FLARED END SECTION --- �_ O Q �� ot�Q CONCEALED PICKHOLES Q PRECAST OR BLOCK. TO PROVIDE EASY B 00 0� o Qo GUARD.AL OF TRASH 5D —� I a—DoaQ0 [ REMOV--- USE EQUIV. D FOR PIPE ARCH�A® PLAN Ri1,j C3 POSITIONING LUG IS I --� -- - NOT REQUIRED —+" r__ �' _-� _ 1 a' r-- --- d RIP RAP L-- --- 1 ELEVATION__ __ '• i..,:�� +,�'('j/'�./y/`'j�'V'��.••/`•'�• ''a'�o'�D� �. O 0�. .. a'Yo•"H.w,' �. S -. .o D•.,� _ D A .D. �, !> e.. �, .. '4 FILTER BLANKET--�-�:''.;'. ,.•.. , . : • -- - .. MANHOLE FLOOR SHALL BE MANHOLE FLOOR SHALL BE SLOPED TO PROVIDE SMOOTH 5'-4" FLOW FROM INLET TO OUTLET SLOPED TO PROVIDE SMOOTH CONCRETE SLAB - CRETEX TYPE n SECTION A —A �+ FLOW FROM INLET TO OUTLET OR EQUAL CONCRETE SLAB-CRETEX TYPE 11 ` OR EQUAL NOTE: THIS TYPE M.H. SHALL BE USED WHEN SPECIFIED OR WHEN THE MANHOLE DEPTH IS LESS THAN B'. RIP -RAP INSTALLATION TRASH GUARD STANDARD MANHOLE CASTING SLAB -TOP MANHOLE STANDARD MANHOLE 0 s 0. 0 600 0 0 6 6 ALL BAFFLE AND — ALL BAFFLE AND WEIR ME MBERS EM S R MEMBERS S BERS HA B RU BE S HALL BE TtiRU _BOLTED SHALL E TH BOLTED _ 2 z TO 6 X6 VERTICAL POSTS USING MINIMUM DIA BOLTS TO 6 X6 VERT1CAL POSTS US ING MINIMUM 1 2» DlA BO LTS R A BOLTS FASTENERS Ia�D F� ALL TE BRACKETS USED D SE .MUST BE ALL BOLTS 'FASTENERS' AND BRACKETS USED MUST BE HOLE HOLE HOT -DIPPED p+ A h IZ D iGT D PPED GALVAN IZED , \ - 16 EDGE 16 i J -'1 F OUTSIDE JOINT L �` 2 X 12- TREATED LUMBER PLANXS TOP= 946.10 12'M/NiMUu TNIdOVES51 2X8- TOP= 970.50 TREATED LUMBER P11lXKS (24MINIMUM 771ICXNESS) TAPERED HOLES PERMITTED WHEN PRECAST ANTI -SEEP COLLAR PLACEMENT OF HOLES POND LEVEL TREATED LUMBER POSTS DMQY POND- Vk`' TREATED LUMBER POSTS STANDARD CASTING 1 WELDED EYE OR APPROVED EQUAL 2X12- TOP=945.43 2X12-TOP=970.17 I , ( 25 3/4 " 1= I Cu i 486L1N.t0YERLAP END INTO AGGREGATE A MINIMUM 4'fM1N.lOVERLAP _ND INTO AGGREGATE A MINIMUM OF 4' BELDW INVERT DIRECTION OF BELOW INVERT POND A?TTt?M OF FLOWiECIiON OUTLET �— POND BaTTOM� 7- PIPE GROUTED IN PLACE 2 ''CONCRETE _..'. MAX.- T 32M (ADJ. I-I/2'�MINM� � � I AQII�' -� -f I 11811 --- x� ADJUSTING RINGS. MIN-2 RINGS, MAX-6RINGS WALLS TO BE CONST OF PRECAST SECTIONS a 27"DIAMETER OR CONC, SEWER BLOCK. BLOCK SHALL BE EVE BOLT TIE TOE GEOTExTILE-� �' '!"�-Lro ly=•GA TOE 6EOTEXT7LE it % hi � 5' n a PLASTERED ON INTERIOR AND EXTERIOR FABRIC INTO UN SMAaW SOIL + !IE" FILTER FABRIC /X70 "� -1'TO f%='DIA O N C 1 3'(MIN.) - 3'fM1NJ AGGREGATE UXLYSTURBW SOIL p� FILTER -I I 3' fMINJ AGGREGATE — CEO7EXI7LE FABWC '� sEOTEXTILF FABRIC _ P _• ' •^ -1'" '(* _ "'fib — a SECTION A -A SECTION A -A 3„ y �3„ 6 CONC BASE POURED IN PLACE OR 4 MIN. 2 MAX, 2' MAX - NOT TO SCALE NOT TO SCALE PRECAST BASE. 32" (ADJ.t I=1/2" MIN. ('�S-x?h ! ► 3' MIN. CANOPY TIE —INSTALL ENDS OF WEIR A MINIMUM OF 2 FEET INTO INSTALL ENDS OF -r A MINIMUM OF 2 FEET INT POW^O —BANK 26 1/2' 35 1/2 I • '2"'RP, Ak 2" MAX. _iA A A 32"+AS READ. FOR ACCEPTABLE JOINT /Q NOTE REINFORCING SHALL CONSIST OFA SINGLE LINE OF STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.17 SQ IN. CASTINGS SHALL BE NEENAH R-2561A U BOLT TIE 3 DIRECTION PER FOOT OF HEIGHT, OR EQUAL NOTES* OF FLOW DIRECTION - -- I. HOLES SHALL BE CAST -IN OR DRILLED 16" FROM 'OUTLET C NEL. II � OF F_ La OUTSIDE EDGE OF JOINT. q� - OUrLE7''PIPE 2. NUTS AND WASHERS ARE NOT REQUIRED ON INSIDE OF w- PIPE WITH 27" DIAM. OR LESS. •Z Q i 3. TIES ARE NOT REQUIRED FOR BELL PIPE 24"AND SMALLER. -PLACE I®Tp l�z ZYA ° ON OTHER SIZES,TIE MAY BE INSERTED FROM INSIDE- �� FILTER AGGREGATE ` PLACE I TO 1(20D/A faWdu Iry Amwow FILTER AGGREGATE 4. CUT THREADS MAY BE USED IF WASHER AND NUT ARE USED. 9 -- laaduilnQ ttmasla _�� 5. PIPE SIZES LISTED ARE INSIDE DIAM- OF ROUND PIPE OR 6`SODARE POD ' EQUIVALENT DIAM. OF PIPE ARCH = VSWARE POST 1.lG �t1 PLAN VIEW PLAN VIEW NOT TO SCALE NOT TO SCALE 717 aes BEEHIVE CASTING CONCRETE PIPE JOINT TIES BAFFLED WEIR AT PONDA-7a BAFFLED WEIR AT WETLAND PRESERVATION AREA SHALLOW CATCH BASIN DATE DESCRIPTION DESIGNED CHECKED KEITHS® ADDITIOIN ® CONSULTING ENGINEERS DRAWN _ WJ._� Maier Stewart , Associates Inc. GRAPHIC SCALE STORM SEWER DETAILS to O HORIZ, NONE 1959 SLOAN PLACE (612) 774-6021 ST. PAU,L, MINNESOTA 55117 w' 0 VERT. DEC 1991 4 4 520-029 DATE SHEET OF SHEETS PROJECT NO, MINNESOTA BLUEPRINT PIPE SIZE THREAD DIAMETER 12 15 18 5/8" 21 ROLLED THREADS 24 (SEE NOTE 4) 27 30 33 36 3/4" CUT OR ROLLED 4422 60 66 72 78 84 I' 90 96 CUT OR ROLLED I108 120 132