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\Y, <br />STA.4 34.50``' <br />NORyyH CON /TR% / <br />/ ( - POf14T 6804:82 <br />CURRENT (Set No. S/RebPi) / 677a.a V Q / / .• <br />MAXIMUM LIMIT , I \� <br />OF IMPOUNDMENT /6800 ' <br />/ <br />OP Ap <br />1 I / /fN 879 < 89P <br />• <br />6800-1 <br />ea ,-/ / � \ \' / 960' <br />10 � 9 6e�o r <br />i zo <br />68zs.9 / / 998 / ✓ 03 <br />+ /'/ STA Z/3.18,/ <br />888.71 / <br />OP of B M <br />_ ee ° <br />i <br />9990 <br />G 91 14 <br />- 9900 — / <br />6910- <br />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 />�1, <br />t <br />STA. 0+ 00.00 <br />SOUTH CONTROL <br />POINT 692782 <br />(Set No 5 Rebar) <br />e <br />U <br />ENTRANCE SITE <br />SPECIFIC TREATMENT <br />(HEADWALL or END <br />SECTION) <br />EXISTING---, <br />DITCH <br />(LOCATION <br />VARIES) <br />PROPOSED <br />DITCH TREATMENT AT <br />AREAS 1 -4 <br />EX <br />min <br />PROPOSED <br />ASPHALT PAVEMENT <br />(MATCH EXIST. THICKNESS <br />REMOVE <br />EXISTING <br />DITCH <br />-WIDTH VARIES-30' TYP <br />REMOVE 8, REPLACE <br />EXIST. ASPHALT PAVEMENT <br />AS REQUIRED AT CULVERT <br />CROSSING <br />EXIST. ASPHALT <br />PAVEMENT <br />EXISTING <br />DITCH <br />(LOCATION <br />VARIES) <br />C S P 16 ga. 21" - 36" (See CAP for LOCATION/ SIZE ) <br />S 8 BEDDING <br />INSTALL MHSA <br />APPROVED BARRIER <br />(DESIGN TO BE SITE <br />SPECIFIC) <br />TYPICAL CULVERT INSTALLATION & <br />TYPICAL ROADWAY SECTION <br />SCALE 1" = 5' (H & V) <br />M <br />a <br />D� <br />C <br />vc <br />$ <br />z <br />c v <br />03 <br />N <br />Q° <br />By <br />M G <br />i <br />TYPICAL ROADWAY SECTION <br />AND DETAIL — AREA 1 <br />ALD w"O. <br />05 Shown <br />PROPOSED <br />FINISHED GRADE <br />(VARIES) <br />EXISTING SAFETY <br />BERM <br />REMOVE EXIT <br />EXISTING EROSION <br />BERM PROTECTION <br />AS REQ'D <br />RE- VEGITATE <br />DISTURBED SLOPE <br />\ (SEE CAP) <br />PROPOSED BARRIER TREATMENT <br />AT AREAS 1 -4 <br />(See CAP for PROPOSED LOCATION) <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />23018 <br />No. <br />DATE <br />- - -_ REVISION <br />By <br />TYPICAL ROADWAY SECTION <br />AND DETAIL — AREA 1 <br />ALD w"O. <br />05 Shown <br />Oct. 1989 <br />SN YDE R QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />7MB-TLW <br />��T <br />Bring, 1lYurth & �sociates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drive <br />Colorado SPrings, Colorado 80907 <br />Phone (303) 531-6200 <br />.b, » <br />89002.003 <br />OF-L 94TS <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />23018 <br />