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W4 0 <br />Existing Monument <br />ATKINS ROAD (N 10,026.32, E 12,618.44) <br />Sta. 245+01.99 0 <br />o 0 <br />o z n <br />o — ai <br />° � z <br />z <br />( A <br />I(D x — <br />�3 <br />Proposed 18" 0 pipe <br />Icu W Ed e of Paveme <br />Z — g� <br />.. <br />to — x <br />—4 _ N Access road `� c <br />o <br />E. f2,000 O m Q <br />Drainage ditch FL. // •c .� <br />—� Inersection �. <br />Harney Lane a NCSL Access Road t a 3' shoulder ° ^y <br />Sta. 238+10.44 Harney Lane w E*A ��` <br />Sta. 4+70.01 NCSL Access Road � — 15 12 pavement °� + <br />(N10,030.06, E 11,926.90) <br />_ <br />5 B <br />m <br />S= o.0087 <br />N <br />NOTES Jill WO O 5, <br />Z'. LO c O Un Uo0 UU <br />I. Basis of Bearing is the line from existing Monument at the i •is IA 3 shoulder, /> cp > > <br />intersection of Atkins Road and Harney Lane and the nail & u7 W W , a] — _ W _o <br />shiner at the point of tangency on hof Harney Lane. Q Proposed m 12 pavement O J O J O - <br />Bearing is N 89°4124"W , distance is 1309.29 _ 12 pipe VShoulder Transition + O+ W O+ W <br />g from 8' to 3' both sides °' <br />2. Basis of Elevation is brass disk stamped JK.4-14 on 1� = � , <br />northermost footing of power transformer tower 55'± 1 t 20 V. C. a=0.42 <br />south of Harney Lane, Station 221+10±. Elevation is 106.96 � N <br />N <br />3. Station break occurs on Drawing No. 3. Station - t2 _ � � See Harney Lane Reconstruction Plans O <br />Station 34+00 a 06 prepared by County of San Joaquin N V 0 <br />110 rF-_ <br />1105 <br />:1 <br />mm Department of Public Works � � � � \� \w \\111 <br />Z <br />� <br />Rock depression apron <br />20 s.f.± FL 114.50 See Wetland Mitigation Plan <br />. , for grading and drainage <br />°� .. SCALE <br />Nail 8& shiner at � Horizontal I =50 <br />(N 10,033.40, E 11,309.17) Vertical: I"=5' <br />5 6 7 8 9 10 <br />12' <br />Construct buffer ber (Lt.) <br />Sta. 10+00 to Sta. 2+20 <br />0 <br />0 <br />0 <br />m <br />z <br />Inlet Transition <br />Place 2 AC Pavement <br />25' each side Inlet <br />\tK <br />\ 1 <br />Place 40' 12" CMP <br />Inlet FL 110 00 <br />S = 0.010 `fix°��O• <br />01/ A <br />W <br />Rock depression apron <br />20 s.f. ± F 114.50 <br />12 <br />.._ <br />REV <br />- <br />DESCRIPTION <br />DWN BY <br />DES BY <br />17 <br />APP BY <br />DATE OF ISSUE OWN ByB.S. CHK BY T.A, <br />Mar. 1990 DES BY T.D. APP By F.C. <br />_T., <br />t <br />' <br />f <br />_120 <br />110 rF-_ <br />1105 <br />:1 <br />mm Department of Public Works � � � � \� \w \\111 <br />Z <br />� <br />Rock depression apron <br />20 s.f.± FL 114.50 See Wetland Mitigation Plan <br />. , for grading and drainage <br />°� .. SCALE <br />Nail 8& shiner at � Horizontal I =50 <br />(N 10,033.40, E 11,309.17) Vertical: I"=5' <br />5 6 7 8 9 10 <br />12' <br />Construct buffer ber (Lt.) <br />Sta. 10+00 to Sta. 2+20 <br />0 <br />0 <br />0 <br />m <br />z <br />Inlet Transition <br />Place 2 AC Pavement <br />25' each side Inlet <br />\tK <br />\ 1 <br />Place 40' 12" CMP <br />Inlet FL 110 00 <br />S = 0.010 `fix°��O• <br />01/ A <br />W <br />Rock depression apron <br />20 s.f. ± F 114.50 <br />12 <br />13 <br />Existing centerline <br />PG 81 E 50' easement <br />iA <br />E. 12,000 <br />R = 400' <br />= 24028'58" <br />L = 170.92' <br />1114 <br />_ ti <br />1. X <br />•g'0 ig `S'Op. Q <br />rn •, 03� �o� <br />00';7Irn <br />Orn ^> S: o <br />rn = % 0°3 0. <br />struct 450'± 2' wide z w <br />et swole, zero grade a O O <br />12 ti•� _ <br />v <br />Rock dispersion apron, <br />100 s.f. ± V <br />Construct bufar berm (Rt.) <br />Sta. 16+30 to Sta. 23+20 <br />Z <br />15 16 <br />BE <br />rstr <br />NORTH COUNTY SANITARY LANDFILL <br />ACCESS ROAD <br />STA. 4+70.01 TO STA. 17+00.00 <br />-SAN JOAQUIN COUNTY, CALIFORNIA <br />REV <br />DATE <br />DESCRIPTION <br />DWN BY <br />DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE OWN ByB.S. CHK BY T.A, <br />Mar. 1990 DES BY T.D. APP By F.C. <br />13 <br />Existing centerline <br />PG 81 E 50' easement <br />iA <br />E. 12,000 <br />R = 400' <br />= 24028'58" <br />L = 170.92' <br />1114 <br />_ ti <br />1. X <br />•g'0 ig `S'Op. Q <br />rn •, 03� �o� <br />00';7Irn <br />Orn ^> S: o <br />rn = % 0°3 0. <br />struct 450'± 2' wide z w <br />et swole, zero grade a O O <br />12 ti•� _ <br />v <br />Rock dispersion apron, <br />100 s.f. ± V <br />Construct bufar berm (Rt.) <br />Sta. 16+30 to Sta. 23+20 <br />Z <br />15 16 <br />BE <br />rstr <br />NORTH COUNTY SANITARY LANDFILL <br />ACCESS ROAD <br />STA. 4+70.01 TO STA. 17+00.00 <br />-SAN JOAQUIN COUNTY, CALIFORNIA <br />