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Of CONCRETE BARRIER WALL INLET 1 3

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Of CONCRETE BARRIER WALL INLET 1 3 Heel Of Footing (With Bike Lane) A E B Heel Of Footing � Inlet all s r W (Without Bike Lane) e Symmetrical About � ie i Barr ete r Concr For Double Throat Inlets T Q Back Of Barrier a V Top Of Barrier 1 2" Preformed Joint Filler (Typ.) For Doweled Traverse Construction Joint See D D DETAIL B, Index 410 C Gutter Line C Toe Of Footing With Bike Lane Toe Of Footing Without Bike Lane T Shoulder Or Center of Box Roadway Pavement Sta./Offset Location A E B Q Organic Felt Bond Breaker All Contact Surfaces Between Wall & Inlet (ASTM D6380 Class S, Type III) NOTE: For Sections QQ & TT, see Index 410. 7¾" 2¼" PICTORIAL VIEW 7¾" 2¼" PLAN VIEW " " R ¾" R ¾" R ¾" R ¾" 2ƀ 2ƀ " " 4ƀ 4ƀ L1 L1 " " Bar 4K @ 8" O.C. Bar 4A @ 8" O.C. 10 - ' 10 3'-0" L1 L1 1 3'-0" - ' " 1 " 2" " ½ 8 2" 8 2" 5 - - ' L1 5" ' 5" 2 2 L1 1 R 10" 1 R 10" 2" Preformed 2" Preformed Varies L1 Varies Joint Filler Joint Filler " See Note 1 " See Note 1 7 7 " R 1¾" " R 1¾" 6 6 " Varies Varies " 3 3 " " 4 L1 3 2" " " U-Bar 3" 6 3" 3" 6 3" " " " See Note 3 L2 " 3 ½ ½ 3 - - 1 1 ' ' - - 1 ' ' 1 1 1 . n L3 L3 L4 L4 n i L5 L5 L5 L5 L3 L3 L4 L5 L5 L5 L5 L5 i M M " " 3 3 NOTES: 1. Distance = 1'-6" With Bike Lane, Or 2'-6" Without Bike Lane. 2. For Double Throat Inlet, Section BB replaces Section AA. 3. Field Bend Bar 4K To Maintain 2" Minimum Concrete Cover. SECTION AA SECTION BB SECTION CC GENERAL NOTES 1. This inlet to be used in conjunction with Concrete Barrier Wall, Curb and Gutter, Index No. 410. The inlet is suitable for bicycle and 6. Recommended maximum pipe sizes are 18" longitudinal and 30" transverse. For larger pipe, use Alternate B bottoms, Index 200. occasional pedestrian traffic with extended crossbar or bar stub (see INSETS B & B ALTERNATE). Inlet should not be placed in a pedestrian way. 7. Grates can be fabricated with reticuline bars or with either 1/2"� welded or 3/8"� electroforged cross bars and bearing bars as detailed on Sheet 3. 2. All reinforcing is Grade 60 bars. For equivalent area of welded wire fabric for inlet, see Index 201. Reinforcing shall have 2" min. cover unless otherwise shown. Bars shall be trimmed or bent to provide 1ƀ" clearance around pipe openings. Cost for 8. When Alternate G grate is specified in plans, the grate is to be hot-dip galvanized after fabrication according to Specification additional reinforcing in barrier wall to be included in cost of concrete barrier wall. Section 962-9. M A 01 : 3. Barrier wall shall be Class II Concrete, finished surface in accordance with General Note 1, Sheet 1, Index 410. 9. For Pay Item purposes, the depth of the barrier wall inlet shall be computed using the center of box grate elevation, less the flow 16 line elevation of the lowest pipe flow line or to the top of the sump floor elevation. : 8 4. All exposed edges and corners shall be 3/4" chamfer or tooled to 1/4" radius. 10. All dimensions are for both precast and C-I-P inlets unless otherwise noted. 5. A flat 18"x2½" drainage slot shall be constructed at the inlet centerline when the inlet is located in a curb sag. For drainage slot construction, no more than two bars shall be trimmed or deleted such as type: 4A, 4K, and U-Bar. On each side of drainage slots, 11. Inlets to be paid for under the contract unit price for Inlets, Barrier Wall, Rigid, Curb & Gutter, Each. 2016 vertical & horizontal bars shall be placed to provide 2" concrete cover. / 25 12. Concrete Barrier Wall to be paid for under the contract unit price for Shoulder Concrete Barrier Wall, Rigid-Curb & Gutter, LF. / 10 LAST DESCRIPTION: INDEX SHEET ON I FY 2017-18 REVISION NO. NO. S I CONCRETE BARRIER WALL INLET V 11/01/16 DESIGN STANDARDS E 219 1of 3 R 10/11/2016 10:24:26 AM 07/01/14 Permitted Between Construction Joint Index No.201for REVISION These LimitsSee Min. Dimensions LAST Bar 4B@12"O.C. BAR 4A REVISION Varies D DESCRIPTION: 2" Precast 3" C-I-P D Precast Precast 4" C-I-P C-I-P 8" 6" 1'-4½" C-I-P Precast 6" 6" 3" 2¼" 3'-4" 3" 4" 6" 6" 8" D 4" 6" 6" 4" U-BAR 4" 2" Precast (18" Dia.PipeOpeningShown) 3" C-I-P 9½" 1 Optional Haunch Shape 1 BAR BENDING DIAGRAMS 2 " SECTION DD Bar 4C@12"O.C. 4'-0" 4'-0" BAR 4B 3'-4" 3'-4" 5'-4" Varies 5" 8" 1 5'-0" 2½" 1 2" D 5Ƅ " 2" Precast 3" C-I-P D 4½" 3" Min. 4" 6" 6" BAR 4C '-7½" C-I-P 4¼" 3 4¼" 3'-3½" Precast 6" 8" 4" 6" 3" 3" 3" 1¼" Precast 1 2" Precast 3" C-I-P Above PipeOpening Each Sideand 1~Extra No.4Bar Bar 4B@12"O.C. C-I-P 1 2" C-I-P 3" (See TABLE1) Horiz. WallReinf. 2 2¼" No. 4Bars " Precast @ 9"O.C. BAR 4D 3½" 2'-0" C-I-P 3½" 2" DESIGN STANDARDS 1'-9" Precast 4" 4" FY 2017-18 8" W all Depth Varies (15' Max.) 5. UBars@8"O.C. 4. BarsL5:Length2'-8"FieldBendForDropSameAsL3& L4@8"O.C. 3. BarsL3&L4:Length11'-1"FieldBendFor4"Drop(Top Bars)3"Drop 2. BarsL2:Length:8'-4"(SingleThroat)11'-0"(Double @8"O.C. 1. BarsL1:Length11'-1",Straight@8"O.C. REINFORCING NOTES: 1'-9" Min. 9'-15' HORIZONTAL WALLREINFORCING (Bottom Bars)@8"O.C. C-I-P 4'-9' 0'-4' 71 " 1'-1½" '-8" 2 2 WALL DEPTH . Min 3" Min. SHEET 2 INSET A PRECAST 0 10'-15' S 6'-10' BarInInletTop 3" . 3'-6' 0'-3' L3 i 0 d Varies SCHEDULE (TABLE1) 2 e 1~Extra No.4 w ( S a t l k d . SCHEDULE ) 6" @ 8"O.C. Bar 4A B5.5 C6.5 A12 A6 R ¾" L4 L1 L1 L1 CONCRETE BARRIER WALL INLET 4ƀ" 2" (in.²/ft.) 3" L3 AREA 0.20 0.20 0.24 0.37 3" 2" 7¾" 6" 8" 2ƀ" MAX. SPACING BARS 6 5 2" 12" Precast Walls 1" Overhangfor 6" (Pipe OpeningNotShown) 1 1 2" Precast 3" C-I-P 2 2 2¼" L2 5" " " L1 R ¾" SECTION EE R 10" Horiz. WallReinf. WWR SECTION CC 6" 5" 5" 8" 2'-6" No. 4Bars (See TABLE1) 2'-5" @ 12"O.C. 2" 3" 7" 1'-10" 1'-10" 2" Precast 3" C-I-P 2'-4" 2'-6" Clearance AboveThroat Cant U-BarFor2" Clearance BelowSlot) (Depress L1BarsForMin. See GeneralNote5 Drainage Slot18"X2 1 1 2 " 8" 6" 3" 2" Precast Precast 3" C-I-P C-I-P (Precast 6"Slab) Slab) Or6"O.C. Bar 4D@12"O.C.(8" @ 12"O.C. No. 4Bars Index 201 Eyebolt-See 9" O.C.InCollar 2~Extra No.4Bars@ 1 2 " 1'-10½" Min. SHEET 2 INSET B 2. ForAdditionalInformationon "STANDARD BARBENDINGDETAILS," 1. ForDOWELEDTRANSVERSE CONSTRUCTION JOINTWHENABUTTING NOTES: Inlet Top See Index21300. SEGMENT(S) LESSTHAN40'IN LENGTH,seeDETAILB,Index410. INSETB(ALTERNATE) 2" INSETB INSET A 1'-9" Min. Theo. GP 1" 219 INDEX NO. 5516" To FrontOfInlet BAR STUB(Sheet3) Install GrateWith To FrontOfInlet OPTIONS (Sheet3) Extended CROSSBAR Install GrateWith 13 1" 16 2 2" " 5" SHEET of NO. 3 Each Side Main 4'-3" 4'-3" Bar And Upper 1 3 2" 4" 4" 5" 5" " 1 1 Half Cross Bars " 8 2" 4 4 1 1 1 " G 3 I 4 1 4" " " 2 1 1 " Bar " 4 5 2 5 2ƃ " � 5x3x 16 � 5x3x 16 1 8 1 1 1 U-Slot 2"Ø 5 " 8 " 7 1 " 8 " 4 4 " 5 WELDED 3 " 4 21 3 4 1 " 16 21 1 20 F F Ɖ 2 BAR STUB " " 8 1 H H 1 3 "Ø 1 8 16" Tolerance " 4 " 1 8 1 3 1 I G Reticuline Bars 1 4" x 16" Bearing Bars: 5"x¼" ELECTROFORGED 1 1 Cross Bars: Either ƀ"Ø Welded Intermediate Bars 1 2" x 4" 1 Bearing Bars 5" x 4" Or Ƅ"Ø Electroforged PLAN VIEW CROSS BAR OPTIONS PLAN VIEW Reticuline Bar Intermediate Bar 1 Bar Stubs @ 4" O.C. 4 2 Cross Bars: Either ƀ"Ø Welded Cold Driven Rivet 1 Bearing Bar Or Ƅ"Ø Electroforged 4 BAR STUB 5 5 1 Bearing Bar � 5x3x 16 Bar Stubs @ 5" O.C. Bearing Bar � 5x3x 16 4 Bearing Bars: 5"x¼" 1 4 SECTION FF SECTION GG SECTION HH SECTION II CROSS BAR GRATE RETICULINE GRATE OPTIONAL STEEL GRATES 5'-0" Precast 3 Spaces @ 9" (F.S.) 4" " 6" J 6" 4" 2" ¾ 2" 2 Spaces 2 D D D D K K @ 12" (N.S.) " ½ 5 " " " ½ ½ ½ 3 9 10 t s 8 - ' s " s " " " 6 No. 4 Bars 1 C 9 " -I- ace ½ P " P r eca 12 p P ace 8 " eca ¼ @ -I- r t p S P 2 C s s ½ P t " S t @ 4 -I- s 7 - eca C 3 ' r " " 5 P 6 eca 2 " r 6 P " 0 - '- " ' 5 4 2" ¼ 3 " 1 3" 2 38 5 2" Drop 3" 5 No.
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