2017-03-10_REVISION - M1979097 - Laserfiche WebLink

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= Tk�. 4 O MNIAUM DISTANCE O UMI NORTHERN AS ROAD RECESS P�E�Nro STA. 0+00.00 OUTFALL CHANNEL BANK ANO UNDERDRAei SYSTELI STA. 0+ft5l INSTALL 4W HORIZONTAL BEND BEGIN 1PVC PIPE RIPRAP APRON OUTSIDE OF M (1 GREAT WESTERN RAILROAD + AND IN�UPSTi UPSTREAM OOFUNE WYE ANBENO E-2OUT 13,233.31 TO BE PLACED WITHIN EXISTINGFILL T^'- PROPERTY N-116.201.70 WETLANDS TOP OF BANK�� (TYP) r E-213,1eS9e I- NORTHERN ULiIT 1// 1!I' OF ACCESS ROAD RIGDEN FARM OUTFALL CHANNEL ... ----- —--_— ----__ - -----_-------_ ___ — — _= =_ ---_ _ __ _--_—___— _ ____ — =__ —_ _ --- ,ems -4867' _;— _r=.,s:"�" ��,..�.r.�...- ----- -_ �� ---- �•--- - 'tBhti� 4873•'I �� ^�� -i-4872- `; _ _- - i \E)ft-TING 12 00 / 11+00 1D+D0 8+00��6+00"` -7+00----- 6+Op . -_ 5+00 app .3+00STA 1011700 EXISTINC CONTOURS (TYP) DnIM STA 3+4300 �IN PLCE ACEtr//r-----INSTALL "-LelEINSTALL W -LINE WYE CLEANOUT RIGDEN RESERVOIRWYE CLEANOUT g7AND CONCRETE 11r► ACCESS ROAD � \ \t\ 1 -I T E-ZI2.363 54 t s r N.t1eD1E9.69 `� \ \\t \ t\\\ \t t t i E f 1: r / / E-212,774.54 \\ \t\\\\\r �\ .\,\ 1 1 r , \ \�\\\r\ \1 \ I I I I T L! \ \\t\ \N\ \ %r>..\ I I I T NOTES\� \\sl\ \\ t\' ANO \\A 1. k i ! NkyMN, vi 1 ANY DISTURBANCES TO ACCESS ROAD DURING' \ � 1\\\\\ \ y\.\ \\\\''\fi "A'v CONSTRUCTION SHALL BE REPAIRED AND RESURFACED \ \\\t \�`\ a� \\ t \\-\• t 2 CONTRACTOR IS RESPONSIBLE FOR AS•BUILT SURVEY OF PROJECT COMPONENTS ALL SURVEYING MUST BE PERFORMED BY A COLORADO LICENSED SURVEYOR 3 DISTURBED AREAS TO BE REVEGEATED WITH THE \ % FOLLOWING SEED MIX THAT WAS APPROVED AS PART OF THE ORMS MINING RECLAMATION PLAN k l SLENDER WHEAT 3.6 LBSIAC \ LODORN GREEN NEEDLE 3.6 LBSIAC THICK SPIKE WHEAT GRASS 3,8 LBSIAC \\ SIDE OATS GRAMA 3.6 LBSIAC WESTERN WHEAT 2 7 LBSIAC SCAlE FIT \� f INDIAN RICE GRASS 0.9 LBSIAC 0 25 50 100 \ TOTAL 18.0 LBSIAC 4880 4875 4870 4865 4860 INSTALL — EXISTING — sN-UNE WYE CLEANOUT AND CONCRETE COLLOAR- GROUND EL - 4871,6 - INSTALL IN-LINE WYE CLEANOUT AND CONCRETE COLLAR EXISTING GROUND I -48720 f - �-�-T ---_-- _ - PROPOSED GROUNO - ALONG CENTERUNE 5 d - - EXISTING GROUND ALONG PROFILE CENTERLINE AND CONCRETE COLLAR (TYP.) - EXISTING GROUND EL411_72.1 ----1(SEE DETAILS.LT.]&L#� 473 7 L 12 SOLID -35 PVC O 0,IOX k S S81 LF 12' 1SOUD SOR35 PVC O 0.10% HORIZONTAL SCALE IN FT: 0 25 50 100 VERRCAL SCALE IN FT: —a 0 1.5 3 it -� - e - - - ---- _ INSTALL PIPE BEDDING 501J0 12" PVC PER TRENCH AND DETN ) S "-"— 4MW 4875 -AS NECESSARY, INSTALL RIPRAP AROUND AND ON TOP OF PIPE TO STABILIZE SLOPE AND COVER PIPE 4870 -RECESS PIPE INTO OUTFALL CHANNEL BANK INSTALL AGRI-DRAIN 12' RAT CUARD AND 5- W X 5- L GLASS M (12') RIPRAP APRON OUTSIDE OF EXISTING WETLAND AREA 4865 4860 4855 1 it 4855 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+40 Z0 Z o Q O J O Z N O Q� � N r J_ WLL op Z IL =a C2