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RE- VEGETATED OR, <br />EXIST. NATURAL <br />VEGETATION AREA <br />NATIVE MAT'L CHA <br />NO RE-VEGETATION <br />RE- VEGETATED <br />AREA <br />HYDROLOGIC DATA <br />Section A -A 0 8 =8.0' <br />Z = 3:1 <br />1 " =5`H &V <br />S = 3.0 %min. (typ.) (15°/. max.)r <br />D =2.0' <br />n = 0.04 <br />Qrso = 220.7 c.f.s. <br />Q1oo =131 + -- cf.& <br />Du = 1.53 <br />V = 6.81 fps <br />� � O <br />oe °^ de / /4P <br />o/ <br />/ \ ll// / / <br />NORTH CON,TRO�// <br />- -P T 680¢:82 // I / / to <br />CURRENT I \\ (Set No. 5/Reb ) / en+. ti 4 /// j <br />MAXIMUM LIMIT ) ) �\ / / 00 <br />N <br />OF IMPOUDMENT I A \ f� I i / \ / es <br />90 / e <br />Oil <br />go a 410 <br />eo <br />\ <br />67 4 / /NL1 •e / /// / Gib tp <br />s o <br />I i eet <br />IL IN <br />1 TEH QFIST —'seeo <br />IN <br />eeis-A / see <br />/STAR /3.18 <br />+ <br />Z <br />FAO <br />8 8.71 <br />O /" / \ss+b tG i <br />M�� —� \ \ / // / /// <br />sszo <br />wz / <br />r <br />�� ae I4 / <br />- - - - -- -6900 �/ y <br />6910 MHSA APPROVED <br />BARRIER <br />ALL GRADING IN THIS <br />AREA TO BE PERFORMED <br />UNDER THE OBSERVATION <br />OF THE GEO -TECH. CONSULTANT <br />DETAIL AREA 1 <br />SCALE 1" = 50' <br />STA. 0 + 00.00 <br />SOUTH CONTROL <br />POINT 6927.82 <br />(Set No. 5 Rebor) <br />ENTRANCE SITE <br />SPECIFIC TREATMENT <br />(HEADWALL or END <br />SECTION) <br />EXISTING--N, <br />DITCH <br />(LOCATION <br />VARIES) <br />PROPOSED <br />DITCH TREATMENT AT <br />AREAS 1 -4 <br />tXIJTINU KUAUWAY - WIUIrt VAKICJ- J 1 i r <br />11 -28 -89 <br />ADD CHANNEL and SECTION THRU AREA I& <br />REMOVE & REPLACE <br />REFER TO CULVERT CROSSING PRE11M DESIGNS <br />EXISTING SAFETY <br />ALT PAVEMENT <br />BERM <br />ED AT CULVERT <br />EXISTING <br />DATE <br />FIEV1610M <br />AS <br />DITCH <br />REQ'D. <br />18" min. EXIST. ASPHALT <br />L <br />(LOCATION <br />Oct. 1989 <br />SN YDE R QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />PAVEMENT <br />— <br />VARIES) <br />Obering, Wurth & A"sociates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone (303) 531 -6200 <br />89002.003 <br />_L OF-L S"Ts <br />C S P 16 pa. 21" - 36" (See CAP <br />for LOCATION/ SIZE ) <br />"MnVFEXIT <br />�NNCLASS <br />8 BEDDING <br />INSTALL MHSA <br />PROPOSED <br />ASPHALT PAVEMENT <br />APPROVED BARRIER <br />(MATCH EXIST. <br />THICKNESS <br />(DESIGN TO BE SITE <br />SPECIFIC) <br />EXISTING EROSION <br />BERM PROTECTION <br />AS REQ'D <br />RE- VEGITATE <br />DISTURBED SLOPE <br />(SEE CAP) <br />REMOVE <br />EXISTING <br />DITCH <br />PROPOSED <br />FINISHED GRADE <br />(VARIES) <br />�- <br />TYPICAL CULVERT iNSTALLA'i ION & <br />TYPICAL ROADWAY SECTION <br />SCALE 1" = 5' (H & V) <br />SEE PRELIMINARY DESIGN FOR EACH CROSSING D <br />GG�vta <br />9 NO <br />lo N"o "O oot, <br />MMP�\0 <br />a�G ) y, - I q -7-1- qJ <br />C'm P <br />PROPOSED BARRIER TREATMENT <br />AT AREAS 1 -4 <br />(See CAP for PROPOSED LOCATION) <br />!Illlllllllllllllllilllllli IIIIIIII <br />22974 <br />1 <br />11 -28 -89 <br />ADD CHANNEL and SECTION THRU AREA I& <br />REFER TO CULVERT CROSSING PRE11M DESIGNS <br />RG0/ I L W/CM <br />No. <br />DATE <br />FIEV1610M <br />er <br />TYPICAL ROADWAY SECTION <br />AND DETAIL — AREA 1 <br />5Y1 <br />as shown <br />Oct. 1989 <br />SN YDE R QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />rTMWTLW <br />— <br />Obering, Wurth & A"sociates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone (303) 531 -6200 <br />89002.003 <br />_L OF-L S"Ts <br />