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e <br />STA. y4� CONTRO <br />/ / ^\ P( T 6804' 82 <br />I / / (Set No. "eb ) /ana.g <br />CURRENT / ) \ / // <br />OF MAXIMUM I I \�� i // _ — \ \\ / // / 0 -00 <br />*i / s <br />toll <br />�// A' <br />:t';)I i / 1 s e / / / s'�° / H6 <br />1 I i / i i e <br />yyr!r•r> �y ^'� 870 / 602 <br />1 I 7.•�!!: %'.r %r ?! 6800 —, <br />to <br />! / <br />QS usa.t / / // sssj <br />STAR 3.18 <br />+ / <br />O Z <br />888.71 <br />/ / <br />% / / / / / OF of Ig <br />6@3 <br />o 4 <br />N oz <br />1 / _ <br />/ O <br />S <br />Q STA. 0 +00.00 <br />SOUTH CONTROL <br />_.__sego �= / _\.1;� POINT 6927.82 <br />I / / cj\ CY l (Set No 5 Rebor) <br />6900 <br />6910 -. ~`MHSA APPROVED <br />BARRIER <br />ALL GRADING IN THIS i 7 <br />AREA TO BE PERFORMED <br />UNDER THE OBSERVATION <br />OF THE GEO -TECH. CONSULTANT <br />DETAIL AREA 1 <br />SCALE I"= 50' <br />ENTRANCE SITE <br />SPECIFIC TREATMENT <br />(HEADWALL or END <br />SECTION) <br />DITCH <br />(LOCATION <br />VARIES) <br />PROPOSED <br />DITCH TREATMENT AT <br />AREAS 1 -4 <br />min- <br />PROPOSED <br />ASPHALT PAVEMENT <br />(MATCH EXIST. THICKNESS <br />REMOVE <br />EXISTING <br />DITCH <br />WIVIn V A K ICJ - JV IT1. <br />REMOVE & REPLACE <br />EXIST. ASPHALT PAVEMENT <br />AS REQUIRED AT CULVERT <br />CROSSING <br />EXIST. ASPHALT <br />PAVEMENT <br />CLASS B BEDDING <br />TYPICAL CULVERT INSTALLATION St <br />TYPICAL ROADWAY SECTION <br />SCALE 1"= 5'(H&V <br />EXISTING <br />DITCH <br />(LOCATION <br />VARIES) <br />INSTALL MHSA <br />APPROVED BARRIER <br />(DESIGN TO BE SITE <br />SPECIFIC) <br />PROPOSED <br />FINISHED GRADE <br />(VARIES) <br />EXISTING SAFETY <br />BERM <br />REMOVE EXIT —' ` d <br />EXISTING EROSION <br />BERM PROTECTION <br />AS REQ'D <br />PROPOSED BARRIER TREATMENT <br />AT AREAS 1 -4 <br />(See CAP for PROPOSED LOCATION) <br />RE- VEGITATE <br />DISTURBED SLOPE <br />(SEE CAP) <br />Imunllmmlmuullnluml <br />22940 <br />permit# rn -I :.� /a <br />Date: <br />Doc Name <br />Origin: 7',7 SS eMap <br />— <br />0 <br />Dz <br />o° <br />Z9 <br />0;. <br />_r r � � <br />6i <br />Z._ <br />as=aess . <br />OA7t <br />11EV00M <br />6t' <br />TYPICAL ROADWAY SECTION <br />AND DETAIL — AREA 1 <br />nac ,oa, rw <br />shown <br />It <br />Oct. 1989 <br />SNYDER QUARRY ,ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />MNVM ,1 <br />n TMWTLW <br />Obering, 1l�urth & Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />$9 02.003 <br />7 <br />OF I SHTS <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone (303) 531 -6200 <br />