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r`~?<< A FINISHED GRADE t q _
<br />,
<br />! ~
<br /><i ~ CONCRETE THRUST i CATCHBASIN FRAME & ekpgN SID
<br />q ~ ~'l BLOCK TYP. ^.;:i ~ ; CASTING NEENAH ( ) ~ _ ~ R-3067 OR EQUAL N F o~ N J~IN1
<br />~ ; COMPACTED BACKFILL o WITH VANE GRATE ' ~ ~ `AS SPECIFIED ,~~p. _
<br />_ _ _ ' ~ 2 _ DIA. REBARS , ~ ~ z
<br />~ F: _ EACH WAY 10 ;i _ ~ f<,. ~o ~ > , : 2.`" BUILDING LASTING RELATIONSHIPS
<br />_.i ~ - '•Z-8 P ~ ~ MIL. OLYETHYLENE t:
<br />` ` WRAPPING BETWEEN PIPES • ,
<br />& CONCRETE (TYP.) r . ; ~ , a
<br />' , P~ NOTE: NOTE: ~ 5
<br />. x q ~ CATCH CONCRETE SHALL BE IN ~ ¢ ~ A O,D 12 MIN. CATCHBASIN TO BE DEPRESSED 2" ,:<;;~„>;a<:,::c:> :,•;;;:s c.::::<>;,.
<br />~ ~ BELOW CONTACT WITH THIS 90' ~ WATERMAIN MATERIAL ~0 BELOW DESIGN GUTTER LINE GRADE ~ RYAN COMPANIES US, INC. (VERIFY). ..r..
<br />QUADRANT OF PIPE MINIMUM /i NOTES. AS SPECIFIED (VERIF' 50 South Tenth Street, Suite 300
<br />C-~ i 1. DIMENSION C SHOULD BE SIO ~ LARGE ENOUGH TO MAKE N J inne , - t ~ M h N 55403 2012 , . ~ P
<br />~ .'i 5 ANGLE 'Z' 45' OR LARGER. ~~N EDDING MATERIAL i; . o BEDDING B6 STYLE CONC. 1
<br />? ~ 2. DIMENSION 'A' SHOULD BE MATERIAL CURB & GUTTER ISOMETRIC I PROVIDE BELL HOLE 612 492 4000 t 1 =TRIG ~ ~ ~ ~ ~ - - e ~ a _
<br />'r AS LARGE AS POSSIBLE AT EACH JOINT NO SCALE SALE ~ ' " 612-492-3000 fax
<br />WITHOUT INTERFERING WITH , MECHANICAL JOINT BOLTS. c;2::yi?tCee ~ t ; WWW.RYANCOMPANIES.COM
<br />10' MIN. TRANSITION 10' MIN. 1 ? 10' MIN. TRANSITION ,,z. , h.:,:
<br />UNDISTURBED SOIL 3. BACK OF BUTTRESS SHAPE ,<;s.: t, i e 'r , r r
<br />SECTION A-A MAY VARY AS LONG AS POUR TOP OF 2" IS AGAINST FIRM, UNDISTURBED CURB F n, s ~ . , , rn , ~ L, ,
<br />SOIL. ~ 0.6 O.D.
<br />BUTTRESS DIMENSIONS ~ _ ~ ~ ~ PROJECT NAME
<br />I PIPE SIZE 22-1 2' BEND 45' BEND 90' BEND TEE O.D. + 24" MAX. DESIGN GUTTER LINE GRADE B D B D B D B D (VERIFY), 2 - DIA. REBARS .,r . s , .:.a . . >.c . EACH WAY
<br />6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6" 2'-1" 1'-6"
<br />8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 2'-8" 2'-0' FRAME BEDDING MATERIAL AND ENCASEMENT FRAME & CASTING ~ ~ ~ ~ ~ ~ ~ '
<br />10"-12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 4'-9" 2'-6° MATERIAL SHALL BE SELECTED MATERIAL ,.a
<br />14"-16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 6'-2" 3'-6" FROM THE EXCAVATION OR AS SPECIFIED. SECTION A-A THRUST BLOCK DIMENSIONS ARE BASED ON 150 PSI TEST PRESSURE AND NO SCALE JN A-A
<br />SAFETY FACTOR OF 1.2. SCALE
<br />~arE ;WATER MAIN DATE ;WATER MAIN oarE ;PAVEMENT r t it TRANSOMA
<br />o61ovo5 !CONCRETE THRUST BL KIN osrovo5 ` D N BENCH DETAIL > 06102105 B6 STYLE CURB & GUTTER CONSTRUCTION AT [ OC G _ UCTILE IRO T ~STRUCTI?N AT CATCH BASIN .F ~ i ~ ' ~n ' wL
<br /> r ~ NORTHWEST
<br />DROP LID GROUT BOTTOM OF MANHOLE TO 1/2 QUADRANT
<br />WATER TYLER N0. 6860 DIAMETER AT PIPE AND SLOPE GROUT 2" MUELLER N0. H-10361 TOWARD THE INVERT. 3' F3'~ 24"X36" SLAB OPENING FOR CASTING AS
<br />BIBBY-STE-CROIX N0. 8-5160 7.5' MINIMUM COVER REQUIRED NOTE: SPECIFIED. LOCATION
<br />OVER TOP OF WATER MAIN, VANE GRATE SHOWN ;~,I DIMENSION FROM BACK OF CURB TO
<br /> CENTER OF PIPE. (VERIFY WITH SHOP NEW BRIGHTON,
<br />DRAWING OF SLAB) 4' DIA. MH - 9" IN FROM BACK OF CURB MINNESOTA
<br />GRADE MANHOLE STEPS SHALL BE PLACED SO 5' DIA. MH - 3" IN FROM BACK OF CURB
<br />THAT OFFSET VERTICAL PORTION OF CONE ll iv ~ 6' DIA. MH - 3" BEHIND BACK OF CURB
<br />TOP ADJUST TOP TO 1/2° BELOW ` ' AND STEPS ARE FACING DOWNSTREAM. DIRECTION OF FLOW J~~~~~~~~~~~ 7' DIA. MH - 9" BEHIND BACK OF CURB 8' DIA. MH - 15" BEHIND BACK OF CURB SHEET TITLE
<br />TYLER N0. 6860 26 GRADE. BOX TO BE SET TO - MUELLER N0. H-10361 26" PROVIDE 12" OF ADJUSTMENT CASTING AND ADJUSTMENT RINGS • NO BLOCK STRUCTURES ARE ALLOWED. CIVIL DETAILS
<br />BIBBY-STE-CROIX N0. VB502 27" AS SPECIFIED. CASTING AND ADJUSTMENT RINGS AS
<br />PLAN PLAN `O PLAN SPECIFIED.
<br />"NO BLOCK STRUCTURES ARE ALLOWED. P_LA1~. TYLER NO. 6860 MUELLER N0. MANHOLE SHALL BE PRECAST IN `D 6" PRECAST REINFORCED CONCRETE SLAB.
<br />EXTENSION H-10357 BIBBY-STE-CROIX x ACCORDANCE WITH ASTM C-478 FOR 6' DIA. MANHOLE, AN 8" PRECAST
<br />TYLER N0. 58 14" 8-5001 TYPE OR APPROVED r• ¢ NO BLOCK STRUCTURES ARE ALLOWED. VED. SLAB IS REQUIRED. w TOP OF BARREL SECTION UNDER TOP SLAB REVISIONS
<br />N0. 59 18" EQUIVALENT a ~ N0. 60 24" ~ I a ` TO HAVE FLAT TOP EDGE SEALED WITH 2
<br />MUELLER N0. 58 14" 27" MANHOLE STEPS, NEENAH R1981J OR N0. 59 20" EQUAL 16" ON CENTER AS APPROVED ~ GRATE TO BE 2" BEADS OF RAMNEK OR EQUAL. 07/31/07 -BID PACK #1
<br />BIBBY-STE-CROIX BY OSHA. CASTING AND I BELOW GUTTER GRADE. VARIES 08/02/07 - RCWD SUBMITTAL
<br />V8520 N0. 57 9° ADJUSTMENT RINGS , VB521 N0. 58 14" AS SPECIFIED. 10' TRANSITION EACH 4' TYP ALL JOINTS IN MANHOLE TO 08/03/07 -CITY SUBMITTAL SIDE OF CATCHBASIN. HAVE "0" RING RUBBER GASKETS.
<br />V8522 N0. 59 20° ALL JOINTS IN MANHOLE TO HAVE "0"
<br />V8523 N0. 60 26° RING RUBBER GASKETS. w t0 w - 08/09/07 -MDH SUBMITTAL ~ PRECAST CONCRETE SECTION 08/13/07 - RCWD COMMENT
<br />-I ~ 5 ~ MANHOLE STEPS, NEENAH R1981J OR EQUAL, CITY COMMENT
<br />BOTTOM PIPE SHALL BE CUT OUT TYLER NO. 6860 65" FLUSH WITH INSIDE FACE OF 24"x36" 16" ON CENTER AS APPROVED BY OSHA. 08/15/07 -MDH PLUMBING SUBMITTAL
<br />MUELLER N0. H-10361 65" ~ I ~ ~ 5" PIPE DOGHOUSES SHALL BE GROUTED ON BOTH 08/24/07 -BUILDING PERMIT SUBMITTAL
<br />BIBBY-STE-CROIX N0. VB516 60" w WALL. PRECAST RESILIANT WEDGE VALVE a DIA. THE OUTSIDE AND INSIDE. x 6"-?j
<br />CONFORMING TO AWWA > 5" ALL DOG HOUSES SHALL BE GROUTED DOGHOUSES SHALL BE C-509-80 STANDARDS ON INSIDE AND OUTSIDE. GROUTED ON BOTH 3" GROUT a ~ ^
<br />THE INSIDE AND - - ~
<br />BASE OUTSIDE. MINIMUM SLAB THICKNESS, 6" FOR 14' _ SECTION DEPTH. INCREASE THICKNESS 1" FOR
<br />4" I I MINIMUM SLAB THICKNESS OF PRECAST BASE EACH 4' OF DEPTH GREATER THAN 14',
<br />6"~I F~ IS 6" FOR 14' DEPTH. INCREASE 1" FOR SECTION SECTION AND REINFORCE WITH 6"X6" 10/10 MESH.
<br />EVERY 4' OF DEPTH GREATER THAN 14'. SECTION REINFORCE WITH 6" x 6". GROUT BOTTOM
<br />8" CONC, BLOCK
<br />_ _
<br />DATE " ;WATER MAIN DATE STORM SEWER DATE :STORM SEWER DATE :STORM SEWER I here y certify that this plan, specification, or report was prepared by me or under my
<br />06 01 05 I,; 06 02 05 r 1 GATE VALVE AND BOX o6rovo5 STANDARD MANHOLE 1 1 ..2X3 RECTANGULAR CATCE ~R CATCHBASIN 06/02/05 CATCHBASIN MANH?LE WITH RECTANGULAR ?PENING direct supervision and that I am a duly
<br /> Licensed Professional Engineer under the
<br /> laws of the State of Minnesota.
<br />FINISHED GRADE E~ 5~ E~ GRADE
<br />QP~ 1-1 /2° BIT. WEARING COUI f. WEARING COURSE, CERTIFIED PLANT
<br />A MN DOT SPEC. 2360 MVWE B / PEG. 2360 MVWE35035E i
<br /> FINISHED GRADE S
<br /> T, MnDOT SPEC. 2357 DA\NIEL E. BOWAR
<br />EXPANSION JOINT B ~ TACK COAT, MnDOT SPEC. A I INTEGRAL CAST
<br />I' 1-1 2" BIT, BA CURS / SE 0 E f. BASE COURSE, CERTIFIED PLANT
<br />6" ~0' EXPANSION JOINT MN/DOT SPEC. 2360 MVNV CONC SIDEWALK SLAB Q- TOOLED ~ " 6" 4,000 PSI TYPE I CONCRETE PEG. 2360 MVNW35035B
<br />PO' RADIUS EDGE PLAN VIEW 6" AGG. BASE, CLASS 5 ASE, CLASS 5 (100% CRUSHED
<br />~ LIMESTONE) REGISTRATION NO. DATE
<br />MN/DOT SPEC 3138 ~ SLOPE PEC 3138 6" COMPACTED AGGREGATE BASE
<br />PER FOOT X VARIES (GUTTER WIDTH MAX.) VARIES (EQUALS GUTTER VYIDTH) ~ Q SURFACE COMPACTION (100% CRUSHED LIMESTONE) 45018 08 / 24 / 2007 ~OMPACTI ON
<br />' ~ ~ VARIES ©2006 RYAN COMPANIES US, INC.
<br />N R l; ~ 0 MAL DUTY _ DUTY SURFACE COMPACTION
<br />PAVEMENT CONCRETE LOADING DOCK
<br />SECTION JOB NUMBER HISTORY
<br />FINISHED GRADE RADE
<br />SECTION A-A " elr ARING COURSE, CERTIFIED PLANT
<br />BASE MATERIAL 2 .WEARING COURSE, 6" 6" 1'-6" MN/DOT SPEC. 2360 MVWE PEG. 2360 MVWE35035E
<br />VARIES (EQUALS GUTTER WIDTH) VARIES (EQUALS GUTTER WIDTH)
<br />NOTE: NOTES:
<br />SEE ARCHITECTURAL PLANS FOR DETAILS ON DOWEL PINS, TACK COAT, MnDOT SPEC. EXPANSION JOINTS, SIDEWALK SLAB AND SIDEWALK BASE 3/4" p "PER FT. ~ T, MnDOT SPEC. 2357 CONCRETE SHOULD BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING
<br />MATERIAL. 2' ,,.FT.....3 I ; - - 2" BIT. BASE COURSE, CEf SHRINKAGE AND THERMAL CHANGES. SE COURSE, CERTIFIED PLANT MN/DOT
<br />7'• SPEC. 2360 MVNW35035B 0 MVNW35035B SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH
<br />8" AGG. BASE, CLASS 5 ASE, CLASS 5 (100% CRUSHED 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET).
<br />LIMESTONE) SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR SHEET NUMBER
<br />3 DIA, REBAR (TYP.) 2" MIN. MN/DOT SPEC 3138 PEC 3138 REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED
<br />AGG BASE SURFACE COMPACTION ;OMPACTION AND/OR COLD JOINTS.
<br />SECTION B-B O
<br />HEAVY DUTY DUTY
<br /> DRAWN BY CHECKED BY _ DEB WTS
<br />DATE PAVEMENT DATE PAVEMENT I ~ArE ;PAVEMENT _ _ DATE PAVEMENT
<br />06102105 < INTEGRAL SIDEWALK AT B612 CURB 06!02105 CONCRETE VALLEY GUTTER > 06102105 ! < TYPICAL BITUMINOUS PAVEMENT SECTIONS TENT SECTIONS c> 06/02/05 CONCRETE PAVEMENT SECTI?N JOB NUMBER DATE
<br />1735-000 08 / 24 / 2007
<br />
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