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09 COUNTV <br />MATERIALS CORPORArlpN <br />-I is N Main street <br />57-?? l?r?! <br />Structure: 60" Stock Standard Storm <br />Spec: 60" Dial Storm J MH <br />Maxwell, IN 46154 (317) 323-60O0 <br />Job hums; <br />CMC Maxwell Slack Pieces <br />Job Locatlon: Maxwell, IN <br />Take Of By. 110f14=24 5L <br />Cohlrartor: <br />Design Bu1ld HeTght <br />Slack Build Hoight <br />Roleasa Date: <br />Top of Casting + 22.75' <br />Auilet Inyari 1.00' <br />Ring + <br />Adjustment + <br />Eccentric Slab + <br />0.58' <br />0.50, <br />1.13, <br />Requested Date: <br />Dasign Height = 21.75' <br />FramoJRing: R-1772 <br />Risers + <br />Last Riser Gain + <br />14.00' <br />5,54' <br />Grate/Cover., <br />Notes: <br />Design Height 21.75' <br />Base Thickness + <br />1.13, <br />Elevation (View A -A) <br />2Z75' <br />TOP <br />21. <br />11 <br />Culside Height = 22.88' <br />Openings <br />s ID Invert I Bottom I Plpe slat: <br />#i 1.04' 5° <br />A Plan View <br />B <br />Q <br />C <br />F <br />r e"I <br />r � <br />i <br />i <br />i W=91 <br />a H <br />�II <br />p6 72 —0 <br />IIFF --�72¢ <br />14 <br />27 <br />170 <br />Hole Size Connector Antlle <br />0.0a° 0 <br />p <br />57 Out <br />"Please Note - Seperale Slab Bases or Secon <br />Integral Friona Base Pours <br />Are Available <br />BOM For Stack <br />Ip Gescriptlon <br />Inner <br />Inner Qty. <br />Cu. Ft <br />Weight <br />size <br />Heighl <br />W Manhole Gasket <br />6 <br />0.0 <br />0 <br />Buiyl Sealant V x 14.5' rolls} <br />9 <br />0.0 <br />0 <br />A Adjusting Ring 24-00H <br />24 <br />6-0 1 <br />1.6 <br />241 <br />B Cover Fcc. 72-13.5HST-24($0) Keyed <br />a0 <br />13.5 1 <br />18.8 <br />2,868 <br />C miser 60-24H Keyed <br />60 <br />24.0 1 <br />17.3 <br />2,633 <br />D Rlser60-36H Keyed <br />60 <br />36.0 1 <br />25.9 <br />3.M <br />E Riser60-48H Keyed <br />64 <br />4g-0 1 <br />34,6 <br />5,266 <br />F Riser 60.60H Keyed <br />60 <br />6n.i5 1 <br />43.2 <br />6.682 <br />G Riser60-72H wft Hole Keyed <br />60 <br />72.0 1 <br />'91.8 <br />7,899 <br />H Base Slab 72-8H13.ST(60) Keyed <br />62 <br />13,5 1 <br />29.7 <br />4,531 <br />Tolals (Cu Ft, Ibs) <br />222.9 <br />33,960 <br />3ry <br />Submittal Drawing 7.4.91.00 Pape 3 r11 3 10114f2024 <br />