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4;1 Shot <br />4:1 Should <br />"NQ ELEVATION <br />SHOWING CONCRETE CIRCULAR PIPE INCL. CATTLE PASS <br />END ELEVATION <br />SHOWING CORRUGATED METAL En ARCH <br />Q �t <br />4:1 Shoulder Slops -_'tea _ 2:i Shoulder Slope <br />3 A o <br />PLAN VIEW <br />x.0;0• FOR ALL TYPES OF PIPE STRUCTURES <br />^M ELEVATION <br />CIRCULAR <br />1.0 <br />Cu' Yds Mortar <br />1.1 <br />0.3 f4:1 14c1 lC <br />36•x22 ^ <br />1.3 <br />1.0 <br />PIP L <br />Rubble Masonry <br />- or <br />1 "A^ <br />"B• <br />Front <br />Bock <br />th ai' <br />- - <br />L9 <br />Riprap <br />(FUt1 <br />IFeall <br />Slope <br />Slope <br />Foofinp <br />Sirs <br />Type <br />per Endwall' <br />25 <br />20 <br />"Si <br />"Se <br />of <br />"W <br />of <br />Pipe <br />of <br />Pipe <br />'1 Slope 2'a �' fs 4lSbps 21 S" <br />3,1 <br />(Fsft) <br />RCC.P <br />1.2 1.0 <br />3.4 <br />98 <br />}ti:I <br />%rs 1 <br />1.0 <br />24• <br />COL .P <br />1.0 0.8 <br />2.8 <br />0.6- <br />R.CCP <br />1.5 1,3 <br />5.1 <br />1.5 <br />• <br />- <br />Fc. M. -CP <br />1.3 1.0 <br />4.6 <br />1.3 <br />• <br />- <br />RCGP <br />2.0 1.6 <br />6.9 <br />2.3 <br />- <br />36^ <br />CM.CP <br />1.7 1.3 <br />6.3 <br />?I- <br />^ <br />RC.C.P <br />2.6 2.1 <br />8.9 <br />31 <br />- <br />- <br />42' <br />CM.c.P <br />2.2 L7 <br />8.1 <br />2.9 <br />+ <br />+ <br />R C.C.P <br />32 2.6 <br />10T <br />3.9 <br />• . <br />- <br />48" <br />GM.C.P <br />2.8 2.2 <br />9.8 <br />3.8 <br />R.C4CP <br />8.4 6,9 <br />14.5 <br />5.5 <br />^ <br />1 <br />2.38 <br />80• <br />C.M-C.P <br />6.9 5.9 <br />l3.3 - <br />52 <br />• <br />2.20 <br />R.C.C.P <br />12.4 9.9 <br />18.3 <br />T.1 <br />72" <br />CM.C.F <br />10.0 80 <br />16.8 <br />6-2 <br />2.40 <br />PIPE ARCH <br />29rx18• C.MCP <br />1.0 <br />0.8 <br />1.1 <br />0.3 f4:1 14c1 lC <br />36•x22 ^ <br />1.3 <br />1.0 <br />22 <br />0.5 <br />"X27' <br />1.7 <br />1.2 <br />3.7 <br />1.0 <br />50 x31" • <br />L9 <br />1.4 <br />4.9 <br />1.5 • ^ - <br />'58•x36 <br />21 <br />1.7 <br />6.3 <br />2.1 - <br />65"X • <br />25 <br />20 <br />T_5 <br />2.6 ^ - <br />7-1■ - <br />2.9 <br />2.4 <br />8.6 <br />3,1 <br />CATTLE PASS <br />72" LfERnX 12.4 1 9.9 1 I8.3 1 7.1 2.68 <br />Ground Line,• <br />GENERAL NOTES <br />Deas of oonstruction rat shown on this drawing Shall conform to the <br />pertinent requirements d the Standard Switicotions. Sections 2409k <br />2512 and 4196 and theapplicable Special Provisions. <br />CON RCd ETE MASONRY SUBSTITUTE <br />All itemsShownhereon that be constructed of Class A Concrete in <br />which case 4,,l sires and dimensions shown shall obtain. Concrete masonry <br />substituts work shall conform to the pertinent re4dvements of the <br />Standard Specifications, Section 2405, <br />BID ITEMS <br />No. 2409-2 Mortar Rubble Mosonry..Cu.Yds <br />No.2512-1 Riprap ............... ....... .Cu.Yds <br />