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DRAWING LIST DWG SHEET TOLE LEGEND DETAIL 1 G-1 1 COVER SHEET DETAIL TITLE.THE NUMBER'1'REFERS TO THE DETAIL DESIGNATION ER G-2 2 DRAWING LIST,LEGEND,ABBREVIATIONS,AND GENERAL NOTES THE L IS CA'G-2'REFERS TO THE DRAWING NUMBER WHERE THE G-3 3 SURVEY CONTROL AND SITE ACCESS PLAN 0 SURVEY CONTROL POINT SLOPE GRADING G 2 DETAIL S CALLED OUT G-4 4 PLAN OF EXISTING CONDITIONS G-5 5 PLAN OF MODIFICATIONS —3630— MAJOR CONTOUR,WITH ELEVATION IN FEET C-1 6 POND 2 TO TREIBER A-PLAN AND PROFILE MINOR CONTOUR SECTION A SECTION TITLE THE LETTER'A'REFERS TO THE SECTION DESIGNATION C-2 7 TREIBER A TO TREIBER B-PLAN AND PROFILE THE NUMBER'G-2'REFERS TO THE DRAWING NUMBER WHERE THE C-3 8 POND 2 TO POND 3-PLAN AND PROFILE —•••— WATER SURFACE BOUNDARY STA. 10+00 G 2 SECTION IS CALLED OUT C-4 9 RIPRAP SECTIONS (NOT INCLUDED) C-5 10 CIVIL AND TUNNELING DETAILS WATER FLOW LINE C-6 11 SITE RECLAMATION PLAN AND DETAILS PLAN S-1 12 STRUCTURAL NOTES AND GENERAL DETAILS — —°— ASSUMED LINE MAIN TITLE S-2 13 INTAKE STRUCTURE SECTIONS AND DETAILS(1 OF 2) S-3 14 INTAKE STRUCTURE SECTIONS AND DETAILS(2 OF 2) 0 SLOPE ARROW S-4 15 IMPACT BASIN SECTIONS AND DETAILS(1 OF 2) S-5 16 IMPACT BASIN SECTIONS AND DETAILS(2 OF 2) 10 M-0t MONITORING POINT ARRAY 0 30 60 DRAWING SCALE S-6 17 INTERCONNECT MISCELLANEOUS DETAILS SCALE,FEET IN UNITS SPECIFIED ——— SLURRY WALL ALIGNMENT -�- BOREHOLE A INDICATES CROSS SECTION LOCATION 'A'REFERS ABBREVIATIONS ------- SECTION LINE G-2 TO CROSS SECTION DESIGNATION 'G-2'REFERSTO THE SHEET NUMBER WHERE THE SECTION IS SHOWN C.1 =CONSTRUCTION JOINT=APPROXIMATE —S— SANITARY SEWER LINE J fE =CENTERLINE INDICATES DETAIL LOCATION '1"REFERS TO THE CLSM =CONTROLLED LOW STRENGTH MATERIAL ———— EASEMENT LINE 1 DETAIL DESIGNATION 'G-2'REFERS TO THE SHEET CONT =CONTINUOUS G-2 DIA,0 =DIAMETER / _` NUMBER WHERE THE DETAIL IS SHOWN DRMS DIVISION OF RECLAMATION,MINING,AND SAFETY 0—_�0 FENCE E =EAST,EASTING ! EL ELEVATION FT =FEET,FOOT ' \ CONCRETE I GALV =GALVANIZED H =HORIZONTAL HOPE =HIGH DENSITY POLYETHYLENE CLSM HWY =HIGHWAY ID =INSIDE DIAMETER IN =INCH,INCHES INV =INVERT RECLAMATION MAX =MAXIMUM MIN =MINIMUM MISC =MISCELLANEOUS EASEMENT N =NORTH,NORTHING NGVD =NATIONAL GEODETIC VERTICAL DATUM No E OC =ON CENTER /\��/\�� EARTH RCP =REINFORCED CONCRETE PIPE REINF =REINFORCEMENT,REINFORCING S =SOUTH SAN =SANITARY EXISTING CLAY SLOPE LINER S SIFT =SQUARE FEET O SPEC =SPECIFICATION SRPE =STEEL REINFORCED POLYETHYLENE PIPE RANDOM FILL STA =STATION TO =TOP OF i TYP =TYPICAL / BEDROCK V =VERTICAL w =WEST W/ WITH a J 3 m l7 GENERAL NOTES 1 TREIBER A SITE SURVEY CONDUCTED BY KING SURVEYING,INC,2014 OVERLAND PONDS POND 2 SITE SURVEY CONDUCTED BY KING SURVEYING, INC,2013 2 VERTICAL DATUM BENCHMARK CITY OF FORT COLLINS BENCHMARK'9-07', RECORD ELEVATION=4995 98 FEET,NGVD 1929(UNADJUSTED) 3 HORIZONTAL DATUM COLORADO STATE PLAN COORDINATES NAD 63(2007) DATUM HORIZONTAL CONTROL BASED ON TRIMBLE VRS NETWORK 0 4 DRAWINGS ARE AT MODIFIED STATE PLANE TO REDUCE TO STATE PLANE COORDINATES,SCALE AT 0 99973332(1 00026675)ABOUT THE ORIGIN 0,0 g5 TREIBER A SLURRY WALL AS-BUILT INFORMATION PROVIDED BY GEOSYNTEC, 2014 t 6 OWNER TO COORDINATE WATER LEVELS AND DEWATERING DURING CONSTRUCTION m E N Attention Designed P.EGGERS — 1 Checked C.MASCHING TRI-DISTRICTS OVERLAND PONDS AND DWG.NO. Drawn S.MICKELL EIL4424 LAPORTE AVENUE TREIBER INTERCONNECTS G-Z ~ Ifthieecalebar A rovedB P.EGGERS consultants FORTCOLLINS,COLORADO80526 DRAWING INDEX,LEGEND, SHEET NO. I*thendoes tmwmgaeezure 1 10/07/14 90%DESIGN REVIEW PJE 2625 Rec I Street,Suae 370 ABBREVIATIONS, 1'then drewng a Fort Collins,Colorado 80526 2 of 18 not original scale N0. DATE ISSUE/REVISION APP 970-224-7342 GEI Project 1406040 AND GENERAL NOTES a A royal Date