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I <br />i <br />0 <br />e�y <br />g5 <br />elv" <br />/ PROPOS 18" \ <br />CSP ST RM <br />/ SEWE PROPOSED <br />DETENTION POND <br />EXI TING 18- <br />CSP ULVERT <br />PREPARED BY / <br />SEE PLANS E <br />LANDESIGN JOB# 202137 <br />CALL u nuTY NOTwATION <br />CENTER OF COLORADO <br />1- 800 - 922 -1987 <br />CALL 2— BUSINESS DAYS N ADVANCE <br />BEFORE YOU DIG. GRADE. OR <br />EXCAVATE FOR THE MARKING OF <br />UNDERGROUND MEMBER UTILITIES. <br />a <br />.,z • • <br />.. • <br />win- <br />7 rmw <br />(r r` <br />�cj. , <br />�' - z <br />Q <br />PROPOSED - - "�' <br />WASH P ND / 0- <br />27.55 <br />U <br />/ 9422.55 EL ti = <br />TOP 9426.70 T cp 267 <br />" <br />U) <br />_ 421.70 M P OPOSED <br />1 HIGH BERM {J z <br />+ j Xrn BE TO BE LOCATED '�-' <br />/ ALA G EDGE OF GRAVEL <br />TOP 9424.8 OA WAY AND OVERLAP Q <br />HE XISTING KNOLLS <br />ER <br />9419.81 UJ <br />LU <br />j <br />�� Lu <br />�> <br />9419.17 a W <br />k ^00 <br />Q a m p <br />8418 O � X <br />/ TOP 9424.17 F - L, ° o <br />�� U �S= <br />L <br />i � Q <br />X <br />%', <br />V TOP OF <br />- �F , - " ! EXISTING <br />V o� t KNOLLS <br />�\y�aG , <br />POND <br />PAL ROPD 10-? <br />ISTI !�S E-4\SANG <br />�� PERM \1 BOUNDARY <br />BERM CROSS SECTION <br />NOT TO SCALE <br />UNEAR AS REQUIRED BY <br />WASH POND CROSS SECTION <br />NOT TO SCALE <br />VICINITY MAP / <br />NOT TO SCALE r,t <br />at NAM <br />oN °P <br />B� <br />O <br />f1f` <br />°tr <br />/ P <br />n N <br />�o <br />CS <br />F <br />�o <br />C \ <br />N \t <br />Ng N <br />V <br />n � <br />{ <br />e s c^ <br />/ a <br />aD�C��y <br />OpJ� <br />? <br />� T <br />m <br />Y <br />DD <br />Ln <br />c� <br />GEA <br />Start date: <br />08 -25-04 <br />\ <br />z <br />Sheet No. <br />Mau <br />z <br />CL <br />Y <br />Z <br />A, <br />Me>t <br />d�-ORPOO <br />oog <br />=5� <br />WRa <br />SALE i ° $Q' <br />SCALE: 1" = 50' <br />- <br />,�` -.� ?, <br />0 10 20 30 40 50 <br />100 <br />oe <br />Q. <br />RL <br />P <br />�0 <br />of <br />ao{e <br />THESE CONSTRUCTION PLANS FOR THE <br />ii <br />_ <br />BERM AND WASH PONDS WERE PREPARED <br />BY ME AND /OR UNDER MY DIRECT <br />SUPERVISION, FOR ALL CIVIL ENGINEERING <br />ASPECTS ONLY AND DOES NOT INCLUDE <br />III <br />< <br />\ <br />ANY FINAL STRUCTURAL OR GEOTECHNICAL <br />ENGINEERING DESIGN. <br />/ <br />1 <br />� <br />FOR REVIEW ONLY <br />NOT FOR <br />- <br />CONSTRUCTION <br />EXISTING <br />SEE PL PREPARED BY <br />WE <br />FOLEY SOCIATES, <br />\ <br />'p <br />PA INDER GRAVEL PIT <br />CESS ROAD AND PHAS I <br />/ � <br />j <br />/ Y <br />GREGORY E. ANDERSON <br />COLORADO PROFESSIONAL ENGINEER <br />ONSTRUCTION JOB# 43e <br />( <br />REGISTRATION NO. 35736 <br />I <br />i <br />0 <br />e�y <br />g5 <br />elv" <br />/ PROPOS 18" \ <br />CSP ST RM <br />/ SEWE PROPOSED <br />DETENTION POND <br />EXI TING 18- <br />CSP ULVERT <br />PREPARED BY / <br />SEE PLANS E <br />LANDESIGN JOB# 202137 <br />CALL u nuTY NOTwATION <br />CENTER OF COLORADO <br />1- 800 - 922 -1987 <br />CALL 2— BUSINESS DAYS N ADVANCE <br />BEFORE YOU DIG. GRADE. OR <br />EXCAVATE FOR THE MARKING OF <br />UNDERGROUND MEMBER UTILITIES. <br />a <br />.,z • • <br />.. • <br />win- <br />7 rmw <br />(r r` <br />�cj. , <br />�' - z <br />Q <br />PROPOSED - - "�' <br />WASH P ND / 0- <br />27.55 <br />U <br />/ 9422.55 EL ti = <br />TOP 9426.70 T cp 267 <br />" <br />U) <br />_ 421.70 M P OPOSED <br />1 HIGH BERM {J z <br />+ j Xrn BE TO BE LOCATED '�-' <br />/ ALA G EDGE OF GRAVEL <br />TOP 9424.8 OA WAY AND OVERLAP Q <br />HE XISTING KNOLLS <br />ER <br />9419.81 UJ <br />LU <br />j <br />�� Lu <br />�> <br />9419.17 a W <br />k ^00 <br />Q a m p <br />8418 O � X <br />/ TOP 9424.17 F - L, ° o <br />�� U �S= <br />L <br />i � Q <br />X <br />%', <br />V TOP OF <br />- �F , - " ! EXISTING <br />V o� t KNOLLS <br />�\y�aG , <br />POND <br />PAL ROPD 10-? <br />ISTI !�S E-4\SANG <br />�� PERM \1 BOUNDARY <br />BERM CROSS SECTION <br />NOT TO SCALE <br />UNEAR AS REQUIRED BY <br />WASH POND CROSS SECTION <br />NOT TO SCALE <br />VICINITY MAP / <br />NOT TO SCALE r,t <br />at NAM <br />oN °P <br />B� <br />O <br />f1f` <br />°tr <br />/ P <br />n N <br />�o <br />CS <br />F <br />�o <br />C \ <br />N \t <br />Ng N <br />V <br />n � <br />{ <br />e s c^ <br />/ a <br />aD�C��y <br />OpJ� <br />? <br />� T <br />m <br />Y <br />DD <br />Ln <br />c� <br />GEA <br />Start date: <br />08 -25-04 <br />\ <br />z <br />Sheet No. <br />Mau <br />z <br />CL <br />Y <br />Z <br />A, <br />Me>t <br />OUS <br />oog <br />=5� <br />WRa <br />11 <br />Project Mgr: <br />GEA <br />Drawn by. <br />DD <br />Checked by. <br />GEA <br />Start date: <br />08 -25-04 <br />Dwg path: <br />Sheet No. <br />2 <br />Project /: 91043e <br />