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L <br />u <br />FORWARD LANDFILL <br />_ SURVEY CONI RUL POIN I S <br />POINT N. NORTHING E-1- ELEVATION DESCRIPTKIN <br />1 <br />2140048.9121 6384551.1]09 <br />40.9700 <br />SJCO BRASS D15C <br />2 <br />2142696.0930 6364455.5790 <br />42.1472 <br />DISK +076 TO RIM PT -2 <br />1A <br />2140995.9410 6364497.1690 <br />42.4500 <br />SEI i BM 0-29.8 <br />3 <br />2142681.2072 1114289,0217 <br />43.4400 <br />SEI 3 CHGLED CROSS <br />4 <br />2142658.0778 6361840.9580 <br />36.4100 <br />SEI 4 1/2 <br />7 <br />2144926.8050 6359092.2740 <br />34.4300 <br />SEI 7 BM P-29 <br />10 <br />2146477.4100 6359070.3740 <br />35.5571 <br />SEI 10 REBAR CAP <br />14 <br />2145843.9670 6364352.2380 <br />4x.7200 <br />SEI 14 BM D-28.6 <br />615 <br />1 2140263.1051 1 6361969 900 1 <br />39.3200 <br />SAN JOAOUIN COUNTY BENCH MARK 0-29.8 ON THE NW CORNER OF <br />AUSTIN ROAD BRIDGE ACROSS LITTLE JOHN CREEK <br />ELEVATION = 42.45 NM29 <br />FORWARD <br />1 1 y -1 OFFIGFELL I • <br />ENTRANCE <br />PRORO%Rtt TE �P iJ° CONSTRUCTION MW -2 28 <br />PAVED <br />BOUNDARY` WATER SUPPLY WMU'D 9 ' PARKIN AUSTIN ROAD <br />j$ad MMU D-95 - WMU A -1 130 <br />INACTIVE) <br />WMU D-02(OFF LIMITS) <br />- � )yM0 I N LEGEND: <br />'I 'W-16- • WW -2 GROUNDWATER MONITOR WELL <br />WMD D pb ` • GP 6 LANDFILL GAS PROBE <br />` SGP -4A - LANDFILL GAS PRRE <br />yI <br />WMU y GP-) <br />tk 7J-97 ` NOTES. <br />1 y MW -21 I. THE TOPOGRAPHIC MAP WAS PREPARED USING OAKLAND FASSISTED, SO F DENS ETRIC <br />e <br />I I y Mb C ., METEOR BY HJW GEOSPAI ACC RACY Or CO INC., INNTOURS YDEVIATE FROMCALIFORNIA. ACCEPTED AREAS U DENSE <br />VEGI WMU.D-9B - WMU �, STAETATO WA DS. THE HRIEONTAL 0 RDINATTEES RID ISBA ED ON A LOCAL, ACCURACY <br />I WMU0'-01 COORDINATE SYSTEM, LEVA IONS ARE ON NGV) 1929. <br />- 1 -APPROXIMATE <br />y1MU0-99 � 7 BOUNDARY 2. TOPOGRAPHIC INFORMATION MAY HAVE BEEN MODIFIED SUBSEOUENT TO THE DATE OF <br />::_ .......... 1 WMU. BB N <br />THE TOPOGRAPHIC SURVEY (MARCH 13. 2013) TO LANDFILL OPERATIONS. THE CONTRACTOF <br />�- SHALL VERIFY THE GRADES IN THE AREA OF <br />WORKRK PRIOR TO THE START OF CRSTRUCTIR. <br />PROPERTY LINE _ <br />3. FOLLOWING DS EXIUCNG THE CONTRACTOR SHALL RECRADE DISTURBED AREAS TO <br />i � - DRAIN TOWARDS E%ISIiNG SITE DRAINAGE fACILrt ES. <br />t W'.MU•9 00 SN PIT <br />1\ 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ONGOING <br />SEDIMENTATION Op ' ��f �- R-6 LANDFILL OPERATIONS. <br />N BASIN <br />EXISTING LEACHATE - J� / 5. EXCAVATION IN BORROW AREA SHALL N07 EXTEND BELOW ELEVATION 10-R MSI. TOP SOIL <br />IMPOUNDMENT _ IN BORROW AREA SHALL BE STRIPPED AND STOCKPILED AS DIRECTED BY OWNER. <br />/ J <br />OVERHEAD MW 2 - E%ISTIJI <br />GRAPHIC SCALE ELECTRICAL LINE - j SED MENTMTK)IN <br />L RI IEE!) I /SOUTH FORK OF <br />SOUTH LLRT`E JOHNS <br />/ CTtUTH FA9EMEN <br />T•n mo <br />Iz <br />O <br />LL <br />W <br />N <br />