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s <br /> 3 <br /> CLEAR/NC CRUMING /2"45 Alfern&iye Piw (Type A) <br /> ft. 5+/0 to Sm. 591L50 Loco-lion tion y <br /> Pipe 5fr. Exc. 5A PrP/. <br /> 5k 5418 54 L.F. //CY. (f) 7C.rce) <br /> 5to. 25+00 34 L.F. 6C.Y. e� ) sC.YG�J <br /> ,EARTHWORK �/Yli.5c. Areas) Toto/s 8811.i= 17c.y /zc.Y <br /> Stondord Monument Frame 12V or 0s a <br /> Location Type <br /> (f) Denotes fino/pay quonfily Cover to be furnished 6., ao <br /> Joo uin ount Finished A.C. Surface <br /> Ito 5410 -.Sto 6450 I 1.4 Stn. Refer -`o5 P. .4 62-C.7 &r /inifs of,aymcnf. � Son 9 Cy <br /> Sto. 6 L50-5to. 59*50 1Z 5.40 .5ta d: <br /> �..p: : i:�? :� ` ^iii i� :`• �: <br /> MONUMENT ffAIVE C01/E :.r Existing Roadway <br /> IMPORTED BO)PROW 31Inin. 6" <br /> Location Quantity <br /> 5to. 5f/0 -51-4a 591450 2,204 C. Y. 4 b� P. C.C. <br /> 5fo 3/ 48— / Eoch Monument set by o7'hers <br /> 540. X 402 75 / Foch <br /> r <br /> Toto/ 2 ,Eoch <br /> F MONUMENT FRAME ` COVER DETA IL <br /> DOYfWAY 56HEOULE <br /> No Sco% <br /> Locot/on Type Pipe METAL BEAM GUARD RAIL/NG <br /> 5140. 8+00 (Rt) D 66 L.F. <br /> Stn 90 73 at) D 30 L.F. Loco-hon Quon ti ty <br /> 5140. /371m (Lt.) B 36 L.F. <br /> 5to. 13017 (Al) B 60 L.F Na. 50+ 27 ±(Rt) 4.0.5 L.F Conform to E.P <br /> 5140 140IV (0) B 36 4F5to. Sof 79-t (,Lf) 40.5 L.F. <br /> 5fa151493(Lt) D - Tofo/ 8/ L.F. <br /> 5140. 280/D(Lf) D 304F. <br /> .5140 3/t32(Lt.) B - ,,��Q`�� <br /> ALLOWABLE ALTERNATIVE PIPE �''�° <br /> 5fo. 5/022 (h ) D - T e A — C.5.P. ('0.0079° Th/cK R Wd— R W + <br /> Sfo. 57149 - . � / Conform to Exist. <br /> O B yp R.C. P. rC1ass P ) 12' ruin. <br /> A.C. P rC/oss <br /> Toto/s Type B = Comwefed votive materia/ <br /> Type B /95 S. Y. - = c..'a" Type o = 0.17A.6'. over composted votive moterio/ or <br /> Im fed Borrow <br /> Type o 1295x ,�4E <br /> & �NCf1OifJSSElWBZ '(9&��4YJ� <br /> ' 12,1100 Re Oriyewoy Rp�e 258 L.F. <br /> TYPICAL DRI MEWAY DETA I L <br /> .0 ocofion l�Jao�fi fy No Sco% <br /> CLA55 2 A66RESATE BASE <br /> Sib. 514/0-.Sfo. 594.5D 326 Tcvzs / <br /> n <br /> Length of Payment <br /> ASPHALT CONCRETE a <br /> . � A <br /> Asphalt Concrete Bose o <br /> Sto. 51-10 -5to. 58+50 3,283 Taos <br /> Direction of r`roffic � <br /> Ayyregrates - 3,118 Tons -►, 6'3" Typirn/ �+ <br /> Puvir7y Aspho/f- 165 Tons p. <br /> Aspho/f Concrete 5urfocir y Coble Anchor Assemb/y(bzmkowoy, Type A) Mefer to S.P. A77-CM2 <br /> 514. 514/0 - SfA 77- <br /> a 59+.50 /,382 Torts <br /> E. / <br /> Intersections 54 Tons <br /> Driveways /7 Tons <br /> 1,453 Tons <br /> Ag9reyotes /0380 Taos TYP/CAL LAYOUT METAL BEAM GUARD 19AILIN6 <br /> Povin9 Asf+h4/f ?3 Tons <br /> No Scole <br /> N "... .. ... ._ . ..._ . " 41 11 _ _. .. . ... __ ..._ y..__ .., . ..... ,._ . _ <br /> � w <br /> CONSTRUCT/ON NOTES144 14 <br /> t I <br /> 31 <br /> 3 <br />