Midwestern Engineers, Inc. Plan Preview

m g: - ' "' � 12'-ii" ELEVATION VIEW MGS W-BEAM STANDARD POST SPAONG,6'-3" ,. I 0 29{32" • 1 J/8"Slots for 5/8" Button Head eo� (8 Required I I ) 12 1/2" Lap 1. Spjice locations shall be asshowrl. @ Where qu.,rter post spacing is p l aced a mlnlmum of 2 5 ft of tlalf post spacing shall be on the approach arn:I departlJ� ends of quarter post - 4 l/4 ° 41/4" ,. 12 J/2' Laps s 112· I - � MGS Staridard PostSpacing MGS Standard PostSpacing 29/32 ° X l l/8" Slots for 5/8" 0 Button Hei!d ELEVATION VIEW MGS W-BEAM HALF POST SPACING, 3'- 1 1/2" CD J'-1112· PostSpacing '"'""' 1' - ii 3/4' Post Spacing ELEVATION VIEW 3'·11/2"0 MGS W-BEAMQUARTER POST SPACING, 1'·6 3/4" - 1/2" Slot� 3/4" X 2 for 5/8" Head�t 0""""' - I Timw orComposite ockout (Typ.) • Q Q = ' C Q Bolts(8 Required) Direction of Adjacent Traffic POST SPLICE DETAIL MID-SPAN SPLICE DETAIL L R.illElements � � Direction of Adjacent Traff. .: LAPPING PROCEDURE INDIANA DEPARTMENT OF TRANSPORTATION ! >- ----------- - - - - - --- -<- MIDWEST GUARDRAIL SYSTEM ASSEMBLY 0 - - ' - �---------------------------------------------�--------------------�"' "'"'""' - .... 2•-0• Min. CD 1 ' ·5' 6" X 8" X 1'·2' Timber or Composite Edge or Paved Sr>OUlder ® 51oµi, 20:1 Dl'!sl@ble 10:1 Ma• or Flatter '"""'" W -lleam Guardrail Shoulder Slope �"--Stee1Po.tW6J<9@ � T'v--r or Tlmber Post 6" x 8" LJ_______� TYPICAL MGS W-BEAM INSTALLATION 5/8"0ButtonHead Gu.,rdrall Bolt with �vy Hex Nut 1" 0 x 1/16. DepthRecessBothSides, L(Ma�.) = 18', Thread Lengt T(Min.) m 4' Slope 20:l Desirable lOcl Ma,c. Dr Flatter Fa.ce of MGS W -Beam Guardrail S/1ouldef Slope 1- .\ � � - �"-steel "°51: w 6 x g@ I I or Tlrnber Post 6" x a· 5/8"0ButtonHead Guilrdrall Bolt with Heavy He: Nut 1"0 •1/16" De¢,RecessBothS"<les, L" 10", Thread Leoglh T(Mln.) m4' Ci) Where the distance frombi>d<.orpost to shookier.slopebreak !s less thi!n 2 ft the wonling width shall be ;mjusted. SeeRPD 601-R-658d Sheet 23 . Q)Tlmberand steel postS shall not be lntermlxed. SeeRPO 601-R-658d Sheet 04 forpost det!!ils. G) Blackouts or 12 in.or16 In.de¢, may be utilized to loo-ease the post offsetThere Is oo limit to the number of posts that can have additional Dlockouts up to a 16 In. depth. G) Where two timber tllockouts are Installed one 16D galvanired double head r>all shall becentered at the bad< of the blockout and driven into the adjacen\ blockout to prevent rotation, @ The pOStshall oot be encasedwith asphalt,concrete, or rlprap. 6"x 8"x l'-2" Tlmber or Composite Blockout (Typ.) 1--->'c '· ' c' ci•c" _ _ � l""'� E , clge of Paved Shoulder l 5/8" 0ButtonHead Guardrail 8oit with Heavy He, Nut 1·0 x 1/16" DepthRecessBoth Sides, L � 10", Thread Length T (Min.) x 4• W-Beam(Typ.) ®Slope 20:1 Desirable 10:IMax.orFlatter Face of MGS W·Beam !. /}}_ Guardrail (Typ.) ;; � " I ,. Shoulder Slope ' 1 �-� ' � · - o � · � ,; � " - �-s « steetl>os\W6x9 r LJ________� TYPICAL DOUBLE-FACED MGS W-BEAM INSTALLATION � � INDIANA DEPARTMENT OF TRANSPORTATION ! >- -------------- - - -- --<, MIDWEST GUARDRAIL SYSTEM ASSEMBLY o - 6 LJ__________� DETAIL FOR ALTERNATE BLOCKOUT DEPTH0) - ' �------------------------------------------------------------------�"' Optional l/4" O hole for handling during galvanfilng (Oneperrnltted ) 1-.. ,- ,. r 1 l/8" 13/16" 0l-loles STEEL POST & HOLE PUNCHING DETAIL (W6X9)@ TIMBER POST (6"X8")NOMINAL ""'. ,,, (Typ .) nmberBlod <ot.rt (Typ.) 1 \ ' \ Direction ofAd)acrnt Traffic FRONT VIEW(TIMBER POSD Ii of Post """'\ � 11/S" - K,""'.,,, ' ' /4" K 2 l/2' 1. Tlrnher or stee l postsmai· be used.Timberand steelpostS sllall not be intermixed. (?) Guardrail postW 6 x 8.5 lllilVbe substltuted for W 6 x 9. G) Jnst:all steel postS w i th !"des on approaching traffic side, G) Where a timber post and a �rnbe,blockout are Installed me16D gatvanized doub le hea d nail shall be centered at the back ofthe DlockoLit and dri ven in to the adjacentpost to prevent rotation. 5. Blod<:outs of 12 in.or 16 in.depth may be utilized to ir,aease the post offset. There is no lim it to the numberofpast!; ttlat can tlave add<tional block outs u p to a 16 In.depth. 6. Ho4e pattern for posts may be drilled lfl bad< flange. 1-l&DGalvanlzed Ni!ll@ 6 X 8 Tlmber Post Head is Tn the blockout Timw 8loc!<out (Typ.) " Post Bolt Slotted Hole W- Beam R.!il C T \IP - ) - . ,�, Post Bolt@ ( Typ. ) ! Tlmber r, I o,moo,, (Typ.) Blockout DirectionofAdjacent Traffic 1 1/8" Post�t Direction cf Adjaeent Traffic CT\IP,l PLAN VIEW (TIMBER POST) Tlmbef Dr Compo$ite Blodrout (Typ.) W·lleam Rall ( T' yp.) Fa.ce of W-Beam Rall 'l! Q �� � 0 � 0 , t-- lN_D_IA _ N _ A_D _ E _ P _AR_T_M_E_N_T_O_F _ T _RA_N _ S _P_O_R_T _ ATI _ O_N _-< f MIDWEST GUARDRAIL SYSTEM ASSEMBLY 0 - Direction of Adjace!l1:Traffic 6 - ' L-------- ---------'F"R e, O ,a N a, T"Vl ,a EW ="' ,e( ST s!ae E ,a E ,a L aa P O ,e ST .., )__bPLA "" N '= Vl "" EW "" { e, ST a, E ,., E a> L e! Vl e,>, EW "'- )-_L_________________ _Jeo •" DIA. !2" 1 5" 16" 21" 2 4" ' 2r 3 0" 3 3" 3 6 · · 1-'"-1 ',�� --··· .. ·- - ---· · ··• ..-- - ·· r- I G j ! . . : ./ fi 1 : 1 UC:@; � ------· !------- � �i J_ �� : : � i !,I ..,··· ... · ----- i ,, ' ,�·· · · · · · ·· · · · · · ···· ·· · -�� � __to PLAN VIEW Pipe culvert Concrete ;:,: end section D Diameter I SECTION Y-Y Ripnip lo be placed on side slope when shown on plans. " - Computed lenglh of culvert ---j D I Pay length of culvert -•I-- - - - - ��-------, T (min.) ,. ,, .. ,.. A (±1") 5 " r II" ll " " 1'-0 l' -1 J"-2 l' -3 DIA (in) 12 15 18 24 30 36 42 48 60 SLOPE DETAIL TABLE OF DIMENSIONS C (±1") 4"-3 4 ' -0 4'-1 3 '-6 r-w 3'-6 3'-l D (±1") 6'-2 6' -3 6 ' -2 6' -3 6' -3 6'-3 6'-3 8' -3 8 3 MIN TRENCH WIDTH (in) 30 34 39 48 56 64 72 80 96 E (±1") 3'-0 3'-6 4' -0 �'-6 5' -0 5' -6 6' -0 K l.3 L8 2J 2.3 2. 6 2.9 3.1 3.4 TRENCH IN ACCORDANCE WITH OSHA REGULATIONS APPROX. WEIGHT, lb. RI R2 , .. 800 ll"" tlOO 12·· l300 13"" t500 1 4 ' " 1800 l 4 � " 2HJO 15 " 2<00 20" 420-0 ' I I ,= •" D C B - ID-Cl � -� L Tongue end on inlet end. Grooved end OD oullet end . Cl11811 A concrete__./ ·. LONGITUDINAL SECTION Class A concrete 1iz·ctoCI mu. spacing ,_ Hook bolts - �-- L. A SECTION A-A Concrelc Pipe Toe Anchor INDIANA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE END SECTION MAY 1996 STANDARD DRAWING NO.E 7 15-PCES-01 MATCH EXISTING PAVEMENT SURFACE CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT MIN. 9" CONCRETE FLUSH WITH EXISTING SURFACE BACKFILL WITH IN.D.O.T. No . 8 CRUSHED STONE IN TOWN STREET AREAS BED WITH IN.0.0.T. No. 8 CRUSHED STONE BACKFILL TO HAUNCH LINE "PER TRENCH WIDTH CHART TYPICAL PIPE BEDDING IN STREET DETAIL NOTTO SCALE TRENCH IN ACCORDANCE WITH OSHA REGULATIONS . _,'. . . ,' ·.,. ""' · . .� · · i•:. t, ,' - ·'· ' .-" '" ·:, :: �·�·· . . .., . '. .:- :� ,_. _.,.-,.,- -l 8' ' .- . . .-:.. · ::,: -· ' ., -. - 8' I- FINISHED GRADE TAMPED EARTH FILL MATERIAL IN GRASS AREAS, COMPACTED IN.D Q.T. No. 53 CRUSHED STONE IN PAVED & CURB/SIDEWALK OR STONE DRIVE AREAS, GRADE "B" BORROW WHEN ANY PART OF TRENCH IS WITHIN 10' OF STREET/ROAD/DRIVE BED WITH IN.D.O.T. No. 8 CRUSHED STONE TO MID HEIGHT OF PIPE RCP PIPE BEDDING/ TRENCH DETAIL NOTTO SCALE TYPICAL DETAILS (/) 0 I­ <( z 0 UJ 0:: ::i:UJ lJl > ::::, 0 0 0:: J: a. llJ ::i: ::::, z --' 0 � I- ll) u st UJ N (/) 0 0:: --' UJ 0 !z REV1SIONS 1/10/2025 c( z c( i5z z::, 0 (.) Cl'. w (.) z w 0. Cf) BID SET C 2025 Midwe.11cm Engineers.Inc. 802 West Bro�dway Streel P.O. Box 295 Loogoot<--e, lndi,ma 47553 DATE JANUARY 2025 DESIGN C.W.R. I B.D.H. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2024062-00 10 10 OF 12 I Fil£ NUMBER • 44551 I Do Not Use Plan Previews for Take Off