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8 r A Expansion Joint (See Curt, Standards for d&a&). Curb -.,,-Expansion 1 Joht flow Direction Ii ir tll / 1: (4111 flow Direct +i-.&++i+q+-&fz$z Transition Face of Curb inlet. Vertical Face at Curb Inlet.. *SO _ 6 -L=5-0: 8,-O or ll -0 y+w I I i --y. y fy2 =-f 10 Bevel / a TOR CHANNU FORM DFTAlh NOZ Forms shall be well oiled and hand placed at time of pour. After initial set, remove forms ond finish surface of concrete. Ears L Bars litl itl8 - recessed Mfthg slot (Tjp.) (Deflectors Not Specified) *3*-O _ A _ L A- SS-O w Mthout Deflectors. $ With Deflectors. L I D ffector Channels B - ICI I? rp where specified), I I I w Additional rmmhale when 11 curb inlet is used. i I. Note: Broom finish top surface , I 1 I.. do L= 5,-O, 8,-O, or ll -0 \ L \I *Use 5-D if curb k at sump point.. A. a-- PLAN ~~ **increase in multiples of 6 (With Det7ectors) (T-0 Max. Gthout special design.) (See project plans far details. L 2-4 6;- 3-0 Min. 7-0 Max. I -4 1,-Q I_ W Bars- 7lON A-4 (Precast),L /1 R tooled or :1/5 chamfer around t?p edge. Shall be poured monolithic,. unless soil conditions requwe pourrirg base slob before setti g structure. I I 1. Minimum distance from, top,of curb inlet top of entering or leawnq pipe shall be to 2-6 in lront and 2-0 in bock or m sides. 2. All work and materials shall conform to APWA Sect Reinforcing shall be ASTM A615 with clear cover unless show otherwise. lyz L k W Ears ore #S at H & V b ors ore fl at 6 O.C. 12 O.C. 1 H-Bar minimum avar a cast-in place pipe k 2 H-Bars over o precast boxout. 4. Boxouts shall not.project through the structure comers. Reinforcing shall be bent around pipe openings when possrble. When reinforcing IS cut, o diaaond bar shall be used to tie all cut ends togetiter. 5. Locate manhole ring ond cover over outlet. 6. Usl&~4 chamfer strip on bottom edge of lid 7. 4 d field tile or precast hole shall be located at entering pipe and in the front face sump points. These tiles or openings shall be capped golvooized wire mesh 00 the outside of with y4 the inlet and clear the invert and base concrete. 8. Steps required at 16 O.C. when depth of casting to invert exceeds 4. from top 9. Walls of structures sections. may be cast in multiple 10. Aspholtic &int mat? shall comply with APWA Minimum c!earance between ppe boxouts joints Is 8, w/thou t special design and 12. Ring and cowr to be Neenah R-1537, Cloy & Bailey #2020, Dwter #2016, or approwd equal. (Castings may vvry by municipality, refer to plans & contract documents.) 13. The first dimension listed h the Cmstructim Notes is the 2 dimensim. The second dimension is the.# dimension. c s listed on the project plans ore at the inside face of the wall. 14. Newtims sham on Construction Plans ore top of inlet side of structure. H Bars -. LV Bars WALL CORNER DETAIL \ SEC77ON B-B 7 3 Clear Tfl. (Cast In Place) ~zn!r%pz$ AMERIC/\N PUBLIC WORKS ASSOCIATION (Table Dimensions good to depth of 7,-O-.)

9 \ - I A r- Expansion Joint (See Curt Ix-1 or 115 to 13 Standards for details). CC-2 Curb Concrete Post with o 250 2OM 80~ (Cost in Field.) ty,i- 1 I I-# Flow Direction 150 CG-2. 5 _ L=lSOO, 24QO or 33DO I- L A PI AE( -A I I Bevel FORM DETA& NOTE: Forms shall be well oiled ond hand placed ot time of pour. After initial set, remove forms ond finish surface of concrete. tb OAT DFTAll C-l CURB 25x25&50 - recessed lifting slot (Tw.) FOR (Deflectors Not Specified) I l 1000 A- L A I_ 1500 d Mthwt Deflectors. c, Mth Deflectors. L I D elector Channels 8 ICI D r? where specified) I c I I I I L--v Note: Broom ~ finish tw surface. I t d- \ L= 1500, 2400, or 3300 \ Ll5 Radius tooled or 20 *Use 1500 if curb is at sump point. L A chamfer orwnd top edge. (With Del7ectors) l *lncreme in multiples of 150 (2100 Mow. without special design.) (See project plans fw details. GLIYFRAL ~~ll22 1. Minimum distance from top of curb inlet to top of entering or kovihg pipe z&o// be 750 in hont and 600 in bock or on sides. 2. All work ond materials shall conform to APWA 700 pwl _ 900 Min. 15Q _ I 2100 Mow. (Precast) \ Set on solid precast cont. blocks. Foundation and invert Shall be poured mondithic,. unless soil conditions requrre pouring base slob before setting structure. i I, I : 1500 sect Rehforcing shall be ASTM A615 with 40 clear cover unless shown otherwise. L & W Bon ore 15M of 150 O.C. H k V Bars ore 1oM at 300 O.C. 1 H-Bar minimum over o cast-h place pipe k 2 H-Bars over o precast boxout. 4. Boxwts shall not project through the structure corners. Reinforcing shall be bent around pipe openings when possrble. When reinforcing IS cut, a diagonal bor shall be used to tie oil cut ends together. 5. Locate manhole ring and couv over out/et. 6. po;t.20 chamfer strip on bottom edge of lid P field tile or precast hole shall be located ot entering pipe and in the bon t face sump points. These tiles or openings shall be copped golvonized wire mesh on the outside of with 6 the inlet ond clear the invert and boss concrete. 6. Steps required O.C. when depth of costing to invert exceeds from top 9. Walls of structures sections. moy be cost in multiple 10. Aspholtic join I mot? shall comply with APWA Minimum clearance between pipe boxwts and joints is 200. without special design. 12. Ring and cover to be Neenoh R Cloy & Bailey #2020. Deeter #2016. or approved equal. (Castings moy rory by municipality refer to plans h contract documents.) 13. The first dimension listed in the Construction Notes is the 2 dimension. The second dimension is the ti dimension. c*s listed on the pro&t plans ore at the inside face of the wall. 14. Elevations shown on Construction Plans ore top of inlet side of structure. H Bars A LV Bars 200 Min. NOTE: All dimensions in millimeters. WALI. CORNER DFTAl1, 150 Min. LL t L 75 Min. SEC77ON B-B (Cast in Place) \ Concrete Invert (Min. Skye 1:50) t 75 Clear TN. (Table Dimensions good to depth of 2100.) I AMERICihN PUBLIC WORKS ASSOCIATION =*[m= KANSAS METROPOLITAN CITY CHAPTER CURB INLET - TYPE 1 STANDARD DRAWING NUMBER Cl - l(m) DETAILS nv r A nr\dtrn. I LU. (METRIC) APRIL 17, 1996

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26 SIDEWALK RAMP DETAILS KANSAS CITY METROPOLITAN CHAPTER STANDARD DRAWING NUMBER SW - 1 ADOPTED: DECEMBER 18, 2002

Pipe Product Catalog Table of Contents

Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"