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40 <br /> j <br /> 1 <br /> / <br /> ao 40 <br /> �f <br /> I <br /> �\ v <br /> 6'CHAIN LINK FENCE <br /> W/RAZOR WIR <br /> ¢2 <br /> _0 X Xo® —� <br /> n a❑ 41 <br /> ANK ] G TE 4.5'CHICKEN WIRE FENCE <br /> DELT X <br /> ELECTRICAL CONTROL COOLING 41 \ X i <br /> TOWER <br /> PANEL$/PUMPS � M R� <br /> GAT 10'PVC CA ROOF AREA \ \ <br /> \ I a \ 4 <br /> 0 X / <br /> N \ <br /> 10' I �I E <br /> TWIN 17"-15°OAK <br /> OFFICE/ � — <br /> CAPPED \ \, A I I ELECTRICAL <br /> a l ` PIPE ' I �' I I I I I <br /> FLARE FLARE <br /> L _.� I s I I <br /> x GENSET <br /> b� I SILENCERS/ REMOVAL <br /> RADIATORS APRON x <br /> X 30'x55' <br /> 10' <br /> IN LINK FENCE / ENGINE ROOM <br /> ry/ WIRE I ^ I I 50'x45' <br /> RAZOR <br /> r��I - - - - - _ <br /> F1 X <br /> Lii i i � <br /> FUTURE FUTURE FUTURE <br /> 30'x40' I' 50'x40' ' 30'x4O'40 <br /> ' <br /> V 1 <br /> A. BLOWER SKID 15'x25' <br /> B. DEHYDRATION SKID 10'x50' x <br /> / I I C. SILOXANE REMOVAL SKID 15'x30' <br /> / I I D. VOC FLARE 15'x25 1 <br /> / E. AUXILIARY TRANSFORMER 10'x10' I jl <br /> F. RESTROOM TRAILER 8'x15' <br /> LEGEND N NOT <br /> eeo EXISTING 10' CONTOUR 1. TOPOGRAPHIC CONTOURS PREPARED USING PHOTOGRAMMETRIC METHODS BY RICK <br /> PROPOSED STRUCTURE ENGINEERING COMPANY. DATE OF PHOTOGRAPHY: 4/6/2010. DATUM: HORIZONTAL <br /> EXISTING 2� CONTOUR DATUM: NAD27, ZONE 3: VERTICAL DATUM: NGV029. <br /> 2. FEATURES. CONTOURS, AND ELEVATIONS OF THESE BASE MAPS ARE APPROXIMATE <br /> H 12" INDICATIONS OF CURRENT AND FUTURE CONDITIONS. CONTRACTOR SHALL VERIFY <br /> EXISTING LANDFILL GAS HEADER F- — --I THE ACTUAL LOCATIONS OF THESE ELEMENTS PRIOR TO, AND DURING <br /> E EXISTING OVERHEAD POWER LINE L — J PROPOSED EQUIPMENT PAD/SKID CONSTRUCTION, AND SHALL FINALIZE THE ELEMENTS LOCATIONS TO ACCOMMODATE <br /> FINAL FIELD CONDITIONS, AS APPROVED BY THE OWNER/ENGINEER. <br /> -DQ- EXISTING CONTROL VALVE 3. PRIOR TO STARTING ANY EXCAVATION OR DRILLING, CONTRACTOR SHALL <br /> 1I r -1DETERMINESTRUCTURE 'DETERMINE THE EXACT LOCATION AND DEPTH OF ALL LANDFILL LINERS AND <br /> EXISTING BLIND FLANGE <br /> £ L - J UNDERGROUND UTILITIES, WHETHER INDICATED ON THESE DRAWINGS OR NOT. <br /> EXISTING FLANGE CONNECTION 4. WORK SHALL NOT VARY FROM DESIGN WITHOUT APPROVAL OF THE ENGINEER. <br /> 0 20 40 WORK THAT VARIES FROM DESIGN WITHOUT APPROVAL WILL NOT BE PAID FOR. <br /> y --D- EXISTING REDUCER FITTING <br /> ® SCALE IN FEET <br /> EXISTING ROAD CROSSING <br /> 860PROPOSED 10' CONTOUR FIGURE 2 PRELIMINARY-NOT FOR CONSTRUCTION <br /> 8 PROPOSED 2' CONTOUR <br /> o — — — — — — — PROPOSED GRADE BREAK SHEET NO. <br /> PROPOSED FLOWLINE le CORNERSTONE FORWARD LANDFILL <br /> Environmental Group, LLC SAN JOAQUIN COUNTY, CALIFORNIA <br /> \ y BYIDE DAIS � nwl Dem DES Br axe ar APP BY <br /> FORWARD LFGTE FACILITY INSTALLATION PROJECT Na. <br /> LLG - <br /> DAZE p'6511E a°w.uc°...°ma+a°.®�,.„� m®aa <br /> 4 MRF CTL w,.®„�.u.;,�,.,�,a 8�'.0'."'°«.-a°., �:, ,-<..° <br /> 3 2 2011 OE5t�HD 8r APPRDVED Br — <br /> "m° "°'°and° 'Pm»°°°°° CONCEPTUAL SITE PLAN 100351 <br />