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1 <br />12,202,500 <br />1 2 <br />ly <br />F3o4' <br />2 <br />3 ' 4 <br />R <br />C.1 <br />SG -114 <br />7 <br />290- <br />57 A <br />257-75 <br />-z- <br />0 250' 500' z <br />SCALE IN FEET <br />A <br />Slam <br />te <br />� _ <br />LEGEND <br />EXISTING GROUND ELEVATION (10 -FT CONTOUR) (NOTE 1) <br />APPROXIMATE EXISTING AREA 1 BOUNDARY <br />APPROXIMATE AREA 2A EARTHWORK LIMIT <br />SURVEY CONTROL POINT <br />ELEVATION <br />GENERAL DIRECTION OF DRAINAGE <br />STORM WATER DIVERSION BERM (SEE DETAIL 35 ON DRAWING C-11) <br />GROUNDWATER MONITORING WELL <br />SURFACE WATER SAMPLING POINT <br />LFG MONITORING PROBE <br />SURVEY MONUMENT <br />APPROXIMATE DRAINAGE BASIN LIMITS <br />APPROXIMATE SOIL STOCKPILE LIMITS <br />EXISTING SURFACE WATER POND <br />APPROXIMATE SITE PREPARATION BOUNDARY <br />NOTES: <br />1. EXISTING SITE TOPOGRAPHY PREPARED BY ANDREGG GEOMATICS AND BASED ON 08/22/12 AND 03/20/14 AERIAL <br />PHOTOGRAPHY. <br />2. HORIZONTAL COORDINATES BASED ON CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 3, NAD 83. <br />VERTICAL DATUM PROVIDED BY THE ENGINEER. <br />3. CONTRACTOR SHALL NOT EXCAVATE THE SOIL BORROW AREA BELOW 225 FT MSL. <br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION OF ALL EXISTING <br />FACILITIES, UTILITIES, AND TAKING ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THEM. <br />5. THE CONTRACTOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING WELLS AND PROVIDE UNINTERRUPTED <br />ACCESS TO ALL EXISTING MONITORING WELLS FOR THE LIFE OF THIS CONTRACT. <br />6. EXISTING SURFACE WATER POND BOUNDARY SHOWN IS APPROXIMATE, AND IS BASED ON "DRAFT WETLAND <br />DELINEATION MAP, FOOTHILL SANITARY LANDFILL EXPANSION, SAN JOAQUIN COUNTY, CALIFORNIA", PREPARED BY <br />MONK AND ASSOCIATES, INC., DATED "10 FEBRUARY. 2014". <br />7. THE CONTRACTOR SHALL SCHEDULE AND PERFORM HIS CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS TO NOT <br />INTERRUPT THE CURRENT LANDFILL OPERATIONS LOCATED AT THE EXISTING AREA 1 SITE. THE LANDFILL OPERATOR <br />WILL BE OBTAINING DAILY OPERATIONS SOIL FROM THE STOCKPILE AREA. THE CONTRACTOR SHALL COOPERATE WITH <br />AND COORDINATE HIS WORK WITH THE ENGINEER. <br />8. SURVEY CONTROL POINTS WILL BE PROVIDED BY SAN JOAQUIN COUNTY. <br />9. THE CONSTRUCTION CONTROL SHALL BE GENERATED ELECTRONICALLY BY THE CONTRACTOR'S SURVEYOR. THE <br />GRADING PLANS WILL BE PROVIDED IN ELECTRONIC FORMAT TO THE CONTRACTOR'S SURVEYOR UPON REQUEST. <br />SURVEY CONTROL POINT TABLE <br />PT# <br />NORTHING <br />EASTING <br />FEET <br />ELEVATION <br />DESCRIPTION <br />DATE <br />60 <br />2197254.593 <br />6433562.779 <br />227.89 <br />CP <br />SPINDLE <br />W FLT -X <br />61 <br />2197265.670 <br />6437309.495 <br />220.64 <br />14220-61 Reset/l/2 RBR <br />65 <br />2203775.067 <br />6433649.355 <br />261.27 <br />CP <br />SPINDLE <br />W FLT -X <br />66 <br />2200525.125 <br />6433612.501 <br />261.75 <br />CP <br />SPINDLE <br />W FLT -X <br />67 <br />2200389.460 <br />6437553.680 <br />257.75 <br />CP <br />SPINDLE <br />W FLT -X <br />68 <br />2203787.179 <br />6437563.127 <br />336.27 <br />CP <br />SPINDLE <br />W FLT -X <br />101 <br />2201903.411 <br />6434707.304 <br />272.65 <br />CP <br />1/2" RB <br />102 <br />2201991.827 <br />6438132.499 <br />347.21 <br />CP <br />SPINDLE <br />103 <br />2197228.688 <br />6434693.857 <br />234.23 <br />CP <br />SPINDLE <br />104 <br />2197223.092 <br />6437974.073 <br />215.42 <br />CP <br />1/2m RB <br />6 <br />2200001.806 <br />6436156.106 <br />366.41 <br />DZ <br />3004 <br />7 <br />2199672.378 <br />6436412.187 <br />347.13 <br />D/ <br />3007 <br />8008 <br />2198790.634 <br />64 6 .7 <br />.7 <br />6 <br />8009 <br />2199564.570 <br />64 7439. 65 <br />330-50 <br />D <br />300 <br />DESIGN BY: FWS <br />8010 <br />2200156.533 <br />64371 4.032 <br />365.09 <br />D <br />3003 <br />Q, <br />8011 <br />2201221.268 <br />6436649.158 <br />343.76 <br />D <br />3001 <br />CONSTRUCTION, UNLESS SEALED. <br />8012 <br />2200358.447 <br />6436452.458 <br />424.93 <br />D <br />3002 <br />8013 <br />2199581.087 <br />6436496.124 <br />356.44 <br />D <br />3008 <br />8014 <br />2199474.456 <br />6436560.683 <br />364.75 <br />D <br />3009 <br />8015 <br />2199363.925 <br />6436615.721 <br />372.23 <br />D <br />3010 <br />8016 <br />2199246.347 <br />6436669.651 <br />380.81 <br />D <br />3011 <br />DATE OF AERIAL PHOTOGRAPHY: 03/20/2014 <br />AERIAL MAPPING COMPILED AT 1"=100' WITH A 2' CONTOUR INTERVAL <br />HORIZONTAL DATUM: CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE III NAD 83 <br />'A REDUCED PRINT <br />SIGNATURE SQ,� Irl. / REVIEWED BY: SPL DRAWING NO.: C• 1 <br />•aS'1�1ov Zp�4 � ROF�.� <br />DATE Tvo leftAPPROVED BY: KSJ SH_ pF 25 <br />6 7 8 <br />A <br />B <br />C <br />E <br />F <br />REV <br />DATE <br />DESCRIPTION <br />DRN <br />APP <br />EXISTING SURFACE <br />GeosyntecO' ;r <br />WATER POND <br />(NOTE 6) <br />+ <br />' <br />corm twos <br />1111 BROADWAY, 6TH FLOOR 1810 EAST HAZELTON AVENUE <br />OAKLAND, CA 94607 STOCKTON, CA 95205 <br />` <br />PHONE: 510.836.3034 PHONE: 209.468.3000 <br />TITLE: <br />SITE PLAN AND EXISTING TOPOGRAPHY <br />PROJECT: <br />CONSTRUCTION OF AREA 2A <br />SITE: <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />°i <br />v <br />v <br />THIS DRAWING MAY NOT BE ISSUED <br /><`% <br />DESIGN BY: FWS <br />DATE: NOVEMBER 2014 <br />W <br />W <br />FOR PROJECT TENDER OR <br />Q, <br />CONSTRUCTION, UNLESS SEALED. <br />t <br />DRAWN BY: AB <br />PROJECT NO.: WG1780 <br />z+o-- <br />. t► <br />nfa. ; A <br />` ^�y <br />CHECKED BY: KSJ <br />FILE: WG1780-C-1-SITEPLN <br />SIGNATURE SQ,� Irl. / REVIEWED BY: SPL DRAWING NO.: C• 1 <br />•aS'1�1ov Zp�4 � ROF�.� <br />DATE Tvo leftAPPROVED BY: KSJ SH_ pF 25 <br />6 7 8 <br />A <br />B <br />C <br />E <br />F <br />