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RE- VEGETATED OR <br />EXIST NATURAL <br />VEGETATION AREA <br />*- NATIVE MAT' L CH <br />NO RE- VEGETATION <br />RE- VEGETATED <br />AREA <br />HYDROLOGIC DATA <br />Section A -A A B = 8.0' <br />1 " =5' H &V Z= 3:1 <br />S = 3.0 %min. (typ.)(15 %max.)* <br />D = 2.0' <br />n = 0.04 <br />Qrop = 220.7 c"f.s. <br />Qioo =131 cfs <br />Do = 1.53 <br />V = 6.81 fps <br />o <br />O 0 nb <br />�b b <br />/ <br />STA. 4 /34.50 <br />/ <br />NOR CON /TkOL / <br />PO4 T 680¢.82 1s° <br />(Set No.5,'Rebq ;) ans. ti Q i / b <br />CURRENT <br />MAXIMUM LIMIT f f( ��\ , / // / // bsOp -' <br />OF IMPOUNDMENT I A <br />4781_ <br />' <br />1 `' / 1 <br />� ,` rry rr• r. +/ 1� <br />0 / // / sez <br />1 r, srsz / <br />� a6 <br />Sato <br />� �/ �bsp/ ` <br />1 IL TeH Bzlsr — a6ep / <br />STAX /3.18// <br />0'1- Opof <br />MP \ � / <br />gas ° L� / <br />/ P <br />�\ Sri/ / // // /• � .' �'i <br />\ eera <br />\ I gtT �JOi <br />Ono <br />0 STA. 0 +00.00 <br />SOUTH CONTROL <br />POINT 692782 <br />(Set No. 5 Rebar) <br />asl to ' <br />i <br />6900 <br />'g10 MHSA APPROVED <br />\ BARRIER <br />ALL GRADING IN THIS / 7 <br />AREA TO BE PERFORMED <br />UNDER THE OBSERVATION <br />OF THE GEO -TECH. CONSULTANT <br />DETAIL AREA 1 <br />SCALE V= 50' <br />9 <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 />EXISTING R <br />AS <br />R EQ' D. <br />18" min. <br />PROPOSED <br />ASPHALT PAVEMENT <br />(MATCH EXIST. THICKNESS <br />REMOVE <br />EXISTING <br />DITCH <br />-WIDTH VARIES-30' TYP <br />REMOVE & REPLACE <br />EXIST. ASPHALT PAVEMENT <br />AS REQUIRED AT CULVERT <br />CROSSING <br />EXIST. ASPHALT <br />PAVEMENT <br />LASS B BEDDING <br />TYPICAL CULVERT MSTALLA'i ION & <br />TYPICAL ROADWAY SECTION <br />SCALE 1" = 5' (H & V) <br />SEE PRELI/MINARY DESIGN FOR EACH CROSSING D <br />,a <br />� <br />EXISTING <br />DITCH <br />(LOCATION <br />VARIES) <br />INSTALL MHSA <br />APPROVED BARRIER <br />(DESIGN TO BE SITE <br />SPECIFIC) <br />EXISTING SAFETY <br />BERM <br />EXIT = <br />REMOVE <br />EXISTING EROSION <br />BERM PROTECTION <br />AS REQ'D <br />RE AGITATE <br />DISTURBED SLOPE <br />(SEE CAP) <br />PROPOSED � <br />FINISHED GRADE <br />(VARIES) <br />PROPOSED BARRIER TREATMENT <br />AT AREAS 1 -4 <br />(See CAP for PROPOSED LOCATION) <br />Permit# r// - i�-% -7 ,2r6) <br />Date: n/By <br />Doc Name see Map <br />Origin: ('19P 5' - 4 / <br />I <br />11 -2889 <br />ADD CHANNEL and SECTION THRU AREA 18 <br />RE FERT CULVERT CROSSING PRELIM DESIGNS <br />TLW/CMB <br />_JMQ/ <br />No <br />DATE <br />REVISION <br />M <br />TYPICAL ROADWAY SECTION <br />AND DETAIL — AREA 1 <br />nsn .00. rro <br />as shown <br />w <br />Oct. 1989 <br />SNYDER QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />oo.wr:.r <br />TL <br />Obering, Wurth & Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone (303) 5316200 <br />00 0*0 003 <br />) ^` L SMTs <br />2 2934 <br />