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M <br />Y <br />00 <br />N <br />N <br />N <br />07 <br />0 <br />rn <br />0 <br />0 <br />U <br />N <br />O <br />O1 <br />O� <br />0 <br />rn <br />rn <br />i <br />0 <br />a <br />C) <br />a <br />Ln <br />W <br />0 <br />W <br />C <br />i <br />L401 <br />i <br />NOTE: i 1" = 50'-0" <br />1. BASIS OF BEARING IS THE LINE FROM EXISTING MONUMENT AT THE <br />eo <br />INTERSECTION OF ATKINS ROAD AND HARNEY LANE AND THE NAIL do <br />SHINER AT THE POINT OF TANGENCY ON CL OF HARNEY LANE. / <br />BEARING IS N89'41'24'W, DISTANCE IS 1309.29'. <br />2. BASIS OF ELEVATION IS BRASS DISK STAMPED JK.4-14 ON 12' FUTURE FUTURE PROCESSING AREA 12' FUTURE <br />NORTHERMOST FOOTING OF POWER TRANSFORMER TOWER 55' t RAMP 3 <br />3 RAMP <br />SOUTH OF HARNEY LANE, STATION 221+10 t. ELEVATION IS 106.96'. <br />vl <br />v�o <br />3. ACCESS RD. STATION BREAK OCCURS ON 'EMCON' PROJECT No. 939-02.24, CR=60.00' <br />R=60.00' PO' v � \ <br />DRAWING No. 3. STATION 32+28.00=STATION 34+00.00. 'v0 �� A=90'0'0" <br />�� <br />=90 0 0" z z L=94.25' ;O <br />4. FOR GRADING do DRAINAGE PLAN SEE DWG'S. No. C2 do C7. L=94.25' 00 GG� <br />G <br />5. FOR SITE IMPROVEMENTS SEE DWG. No. C3. �O <br />6. FOR SITE LIGHTING SEE DWG. No. E2. S 25'2$'15_ W 411 00' + 31.00'+ <br />+ 1.00' + <br />7. INFORMATION ON ACCESS ROAD SHOWN ON THESE PLANS <br />SUPERSEDES THAT SHOWN ON 'EMCON' PROJ. No. 939-02.24. <br />BERM, SEE DWG. No. C2 do 'EMCON' PROJ. No. 939-02.24 <br />ACCESS RD., ALSO SEE 'EMCON' <br />PROD. No. 939-02.24, SHT'S. 2 & 3 <br />III N�J. DRAIN DITCH <br />FROM r. —ACCESS ROAD II S 25'28'15" W <br />HARNEY �� 21 � 4 22 1682.97' <br />LANE — - -- -- <br />DRAIN DITCH <br />— 111 ;lllllll 11 lI 11 N <br />I �I <br />II�III�I I� <br />12' PAV'T. <br />TY P. U.N.O. <br />3• <br />SHOULDER <br />TY P. U.N.O. <br />CULVERTS, SEE 'EMCON' PROJ. No. 939-02.24, <br />SHT'S. No.3 do 4 <br />40' SCALE, <br />SEE DWG. No. S2 <br />Q`��/ MLC <br />NO. 045625 <br />`A.n. <br />40' SCALE <br />ccr noid,. u., c9 <br />R=400.00' <br />0=24'11'52" <br />L=168.93 <br />� <br />Imcon <br />Associates <br />R=100.00' <br />A=65'48'8" <br />L=114.85' <br />CONCRETE CROSSING, <br />SEE DWO. No. C3 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SITE PLAN <br />i -o <br />DRAWING N0. <br />C1 <br />PROJECT NO. <br />939-02.43 <br />E'iG�✓vnV vn/��� ���� <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this plan/drawing. Any change to this <br />pla /drawing st be documented in writing and requires approval by EIv1CON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its Issuance. <br />S <br />2 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />1 <br />3/18/91 <br />PLAN CHECK 3/12/91 <br />,W <br />FREV <br />2/2/91 <br />ISSUED FOR CONSTRUCTION LGT LGT <br />WD <br />WD <br />DATE <br />DESCRIPTION DWN BY DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY L TODD CHK BY W. DECKER <br />FEB, 1991 DES BY L. TODD APP BY W. DECKER <br />R=400.00' <br />0=24'11'52" <br />L=168.93 <br />� <br />Imcon <br />Associates <br />R=100.00' <br />A=65'48'8" <br />L=114.85' <br />CONCRETE CROSSING, <br />SEE DWO. No. C3 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SITE PLAN <br />i -o <br />DRAWING N0. <br />C1 <br />PROJECT NO. <br />939-02.43 <br />E'iG�✓vnV vn/��� ���� <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this plan/drawing. Any change to this <br />pla /drawing st be documented in writing and requires approval by EIv1CON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its Issuance. <br />S <br />