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ABBREVIATIONS <br />CSP <br />CORRUGATED STEEL PIPE <br />DIAM. <br />DIAMETER <br />E <br />EASTING <br />GCL <br />GEOSYNTHETIC CLAY LINER <br />HDPE <br />HIGH DENSITY POLYETHYLENE <br />LCRS <br />LEACHATE COLLECTION AND RECOVERY SYSTEM <br />MSL <br />MEAN SEA LEVEL, ZERO ELEVATION FOR LOCAL AREA <br />NAVD 88 <br />NORTH AMERICAN VERTICAL DATUM OF 1988, GEODETIC DATUM <br />C-4 <br />BASED ON MSL AT FATHER POINT/RIMOUSKI, CANADA <br />N <br />NORTHING <br />NIC <br />NOT IN CONTRACT <br />NTS <br />NOT TO SCALE <br />PVC <br />POLYVINYL CHLORIDE <br />SDR <br />STANDARD DIMENSIONAL RATIO <br />S.S. <br />STAINLESS STEEL <br />SYMBOLS <br />DETAIL NUMBER <br />DRAWING NUMBER ' S <br />ON WHICH DETAIL DRAWING NUMBER ON <br />IS REFERENCED WHICH DETAIL APPEARS <br />� SECTION NUMBER <br />DRAWING NUMBER <br />ON WHICH SECTION <br />IS REFERENCED <br />DRAWING NUMBER ON <br />WHICH SECTION APPEARS <br />SHEET # <br />DWG # <br />TITLE <br />1 <br />T-1 <br />COVER SHEET <br />2 <br />C-1 <br />SITE PLAN AND EXISTING TOPOGRAPHY <br />3 <br />C-2 <br />BASE GRADING PLAN <br />4 <br />C-3 <br />OPERATIONS LAYER, ACCESS ROAD AND DRAINAGE SYSTEM GRADES <br />5 <br />C-4 <br />DETAILS I <br />6 <br />C-5 <br />DETAILS II <br />7 <br />C-6 <br />DETAILS III <br />8 <br />C-7 <br />DETAILS IV <br />9 <br />C-8 <br />DETAILS V <br />10 <br />C-9 <br />DETAILS VI <br />11 <br />C-10 <br />DETAILS VII <br />12 <br />C-11 <br />DETAILS VIII <br />13 <br />C-12 <br />HYDROSEEDING <br />14 <br />E-1 <br />ELECTRICAL LEGEND AND GENERAL NOTES <br />15 <br />E-2 <br />SITE PLAN - ELECTRICAL/MECHANICAL <br />16 <br />E-3 <br />SINGLE -LINE DIAGRAM, POWER DISTRIBUTION PANEL MODIFICATION <br />17 <br />E-4 <br />PUMP CONTROL SCHEMATIC DIAGRAMS <br />18 <br />E-5 <br />MODIFICATION TO EXISTING CONTROL PANEL <br />19 <br />E-6 <br />CONSTRUCTION DETAILS, CONTROL PANEL <br />20 <br />E-7 <br />TYPICAL CONSTRUCTION DETAILS <br />21 <br />E-8 <br />LEACHATE SYSTEM P&ID <br />22 <br />M-1 <br />MECHANICAL LEGEND AND GENERAL NOTES <br />23 <br />M-2 <br />MECHANICAL PLAN AND PIPING SCHEMATIC <br />24 <br />M-3 <br />MECHANICAL DETAILS, AREA 1 PIPING RETROFITTING <br />25 <br />M-4 <br />MECHANICAL DETAILS, AREA 2 PIPING RETROFITTING <br />LEGEND <br />EXISTING (SCREENED) <br />` PROPOSED DRAINAGE DITCH <br />i <br />FxisnNr, nRauwr.F nrrr.N <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />STOCKTON, CALIFORNIA <br />CONSTRUCTION OF AREA 2A <br />AT THE <br />FOOTHILL SANITARY LANDFILL <br />To Be Supplemented by Standard Plans Dated May 2010 <br />3:1- HORIZONTAL:VERTICAL SLOPE <br />2%— GRADE <br />0 • SURVEY CONTROL POINTS <br />The Contractor shall possess a Class A license at the time this contract is awarded. <br />PROJECT ENGINEER DATE CHECKED DATE I APPROVED DATE <br />GEOSYNTEC CONSULTANTS, INC. 11/7/14 0 dWA5305 1 <br />2 !o! <br />PROJECT LOCATION <br />COUNTY OF SAN JOAQU I N <br />Submitted �`'` `�` "� ' 2014 <br />MICHAEL SELLING <br />DEPUTY DIRECTOR OF PUBLIC WORKS <br />1,5 t3ovP�� 201 <br />ate <br />KRZYSZTOF S. JESIONEK <br />R.C.E. 048344 <br />PROJECT MANAGER <br />GEOSYNTEC CONSULTANTS INC. <br />4 <br />7" <br />M► <br />AM � mm:w <br />PROJECT LOCATION <br />WM <br />aiw �waMo <br />Mie�oc <br />o■w .rew� <br />VICINITY MAP <br />I NO. I REVISION I BY I DATE I <br />DM <br />T=1 <br />Shest 1 of 25 <br />PROJECT NO. <br />IMG 1780 <br />