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0 <br /> LEGEND <br /> z <br /> a <br /> ABBREVIATIONS EXISTING UTILITY POLE PROJECT <br /> UE UNDERGROUND ELECTRIC LINE PHASE II VERTICAL <br /> APPROX. APPROXIMATE N NORTHING ® APPROXIMATE LOCATION OF INTAKE STRUCTURE <br /> NO. NUMBER TH-10 VERTICAL TEST HOLE(URS,2011) FO UNDERGROUND FIBER OPTIC LINE <br /> a AC-FT ACRE-FEET <br /> BOH BOTTOM OF HOLE NA NOT APPLICABLE �/ APPROXIMATE LOCATION OF OT UNDERGROUND TELEPHONE LINE <br /> BOW BOTTOM OF WALL O.C. ON CENTER TH-12a INCLINED TEST HOLE(URS,2011) <br /> OHE OVERHEAD ELECTRIC LINE <br /> CFS CUBIC FEET PER SECOND O.W. OUTLET WORKS TP01 APPROXIMATE LOCATION OF CLIENT <br /> rt CENTERLINE PC POINT OF CURVATURE ® TEST PIT(URS,2011) _ _ <br /> DIA. DIAMETER fPC MINTURN FORMATION SL1 EXISTING SOIL OR GRADE ,.:..:_, <br /> SEISMIC LINE SL1 Climax Molybdenum <br /> W D/S PT POINT OF TANGENCY / / / A Freeport-McMoRan Company <br /> DOWNSTREAM <br /> MGM /////// LIMIT OF SOIL EXCAVATION <br /> E EASTING PVI POINT OF VERTICAL INTERSECTION 12-02 VERTICAL TEST HOLE BY <br /> _ Q01 ALLUVIUM HENDERSON,2012 ® ESTIMATED BEDROCK SURFACE <br /> EA. EACH CONSULTANT <br /> E QM MORAINE TH14 HORIZONTAL TEST HOLE BY <br /> URS, AECOM <br /> ELEV,EL. ELEVATION <br /> 804 COLORADO AVE. <br /> EOC EDGE OF CONCRETE R RADIUS CONCRETE Suite GLENWOOD SPRINGS,CO.81601 <br /> S SLOPE,FT./FT. <br /> EST. ESTIMATED www.aecom.com <br /> INDICATES CROSS SECTION LOCATION.B REFERS TO THE <br /> a EX. EXAMPLE STA. STATION B CROSS SECTION DESIGNATION.C-02 REFERS TO THE DRAWING CONSULTANTS <br /> NUMBER WHERE THE SECTION IS SHOWN.WHEN SHOWN ON <br /> EXIST. EXISTING STD STANDARD C-02 THE SECTION LABEL,THIS NUMBER REFERS TO THE DRAWING <br /> NUMBER WHERE THE SECTION IS CUT. <br /> FT. FEET Ti INTRUSIVE COMPLEX <br /> FTG. FOOTING TH TEST HOLE INDICATES DETAIL LOCATION.1 REFERS TO THE DETAIL <br /> SEE DETAIL 1 DESIGNATION.C-04 REFERS TO THE DRAWING NUMBER <br /> GDR GEOTECHNICAL DATA REPORT TOW TOP OF WALL C-04 WHERE THE DETAIL IS SHOWN.WHEN SHOWN ON THE <br /> DETAIL,THIS NUMBER REFERS TO THE DRAWING NUMBER <br /> GBR GEOTECHNICAL BASELINE REPORT TP TEST PIT WHERE THE DETAIL IS TAKEN. <br /> 1 <br /> H,HORIZ HORIZONTAL TYP. TYPICAL <br /> IN. INCHES U/S UPSTREAM INDEX CONTOURS(10'INTERVAL) <br /> INV. INVERT V,VERT VERTICAL <br /> Ld DEVELOPMENT LENGTH WL WATER LEVEL 10602 INTERMEDIATE CONTOURS(2'INTERVAL) <br /> MAX. MAXIMUM WS WATERSTOP — --10610-- FINAL GRADING CONTOURS(10'INTERVAL) <br /> MIN. MINIMUM WSE WATER SERVICE ELEVATION REGISTRATION <br /> M.E. MATCH EXISTING --10612� FINAL GRADING CONTOURS(2'INTERVAL) <br /> FLOW INDICATES DIRECTION OF FLOW <br /> GENERAL NOTES: EXISTING FENCE °"os`o va <br /> 0 1. GROUND SURFACE TOPOGRAPHY COMPILED FROM 2010 URS SURVEY WATER SURFACE F j 30358/ <br /> z (SEPTEMBER 2010)MERGED WITH 2O06 AND 2013 BASE TOPOGRAPHY PROVIDED ')l" <br /> BY CLIMAX. Q FSSIONAL E\ <br /> PROPOSED SURVEY BENCHMARK <br /> w <br /> z <br /> 2. GEOLOGY HAS BEEN INTERPRETED USING PUBLISHED REPORTS AND MAPS,AND <br /> DATE COLLECTED FROM VARIOUS FIELD INVESTIGATIONS.SURFACE AND EXISTING HOUSE OR STRUCTURE <br /> ch BEDROCK GEOLOGY MAY VARY DURING EXCAVATION AND CONSTRUCTION.SEE <br /> w MAYFLOWER TUNNEL GDR AND GBR(URS 2012)FOR ADDITIONAL INFORMATION. CULVERT <br /> w <br /> N 3. ALL TUNNEL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STORM WATER .��✓ TREE LINE/SHRUB <br /> h MANAGEMENT PLAN"MAYFLOWER FLOOD BYPASS TUNNEL SYSTEM STORM <br /> WATER MANAGEMENT PLAN",DRAWING NOS.SWMP-01,SWMP-02,SWMP-03,AND <br /> SWMP-04. GM <br /> ® GAS METER <br /> KEY PLAN <br /> R Oi <br /> o T <br /> o I FILL SLOPE <br /> i <br /> a —7 — CUTSLOPE <br /> a pW GUY WIRE <br /> U� <br /> Opp POWER POLE <br /> o PROJECT NUMBER <br /> UMKR <br /> UTILITY MARKER <br /> 60591226 <br /> w O B TELEPHONE RISER BOX SHEET TITLE <br /> wa <br /> GENERAL N LEGEND ANDTES, <br /> 9 ABBREVIATIONS <br /> an <br /> i'm E' SHEET NUMBER <br /> G-02 <br /> J LL. <br /> Prinle0 an Ye PoetConeumer <br /> erycbtl COMenI Paper <br />