Laserfiche WebLink
STA. 11+01.77 <br /> PHASE 1 - MANHOLE 1 y i <br /> INSTALL 4' DIA. MANHOLE E _ <br /> RECESS PIPE INTO � ... <br /> RIM. ELEV - 487+:9 STA. 0+00.00 OUTFALL CHANNEL BANK <br /> N-116,785.76 4872.44 STA. 0+68.51 BEGIN 12" SOLID INSTALL 5' W X 5' L CLASS M (12") '3. c <br /> GREAT WESTERN RAILROAD <br /> E- 1 i INSTALL 45' HORIZONTAL BEND PVC PIPE RIPRAP APRON OUTSIDE OF _€ <br /> MINIMUM DISTANCE NORTHERN LIMIT AND IN-UNE WYE CLEANOUT N-116,214.28 EXISTING WETLAND AREA. NO FILL " <br /> BETWEEN NORTHERN OF ACCESS ROAD UPSTREAM OF BEND E-213,233.31 TO BE PLACED WITHIN EXISTING GRAPHICAL SCALE IN FT: K C <br /> LIMIT OF ACCESS ROAD /-PROPERTY <br /> AND UNDERDRAIN SYSTEM / BOUNDARY(TYP) _ — — — — N-116,201.70 — — — WETLANDS — — — - N <br /> E-213,165.96 1 0 25 SO 100 <br /> tit <br /> RIGDEN FARM OUTFALL CHANNEL �� <br /> _ _ _ _ --- 4868------------------------------------------------_- -- --• <br /> H69- ---- ------------- ---- - --_--- ------- ---------.-------.------------------------------ ---- --- fix _ O <br /> N --- --- - - -487J" - --\� \ - -4g71 7 -4871.E ' ` i -- _-- ---/- <br /> ------ --- ------ <br /> 10+00 ------9+00--_ -----8+00'- ^�__7+00----- 6+00' 5+DO-- 4+DO \'' 3+00 -2+00 ---..1+00 --------------- <br /> ---' <br /> -------------------- <br /> 1'k ------------------ <br /> ' EXISTING CONTOURS (TYP.) EXISTING FENCE (TYP), __------_ <br /> Z <br /> EXISTING ACCESS ROAD STA. 5+84.37 PROTECT IN PLACE \ \ 1 i i i i 1� I 7 / /� ____-- <br /> INSTALL IN-UNE WYE CLEANOUT \ 1 1 RIGDEN RESERVOIR = <br /> AND CONCRETE COLLAR o Eizi .42 \\11\\\1\\\\\l\ I1 I1 Q LU O <br /> -zio <br /> J In <br /> NOTES w r <br /> o <br /> PHASE 1 OF UNDERDRAIN 1. ANY DISTURBANCES TO ACCESS ROAD DURING a a O <br /> SYSTEM BUILT I N AP R I L, 2. CONSTRUCTION SHALL REPAIRED AND RESURFACED. j Q O CONTRACTOR IS RESPONSIBLE FOR AS-BUILT SURVEY OF <br /> PROJECT COMPONENTS. ALL SURVEYING MUST BE Z O <br /> 2017 A N D AS-BUILT IN 4870 PERFORMED BY A COLORADO LICENSED SURVEYOR. Q + <br /> 0 3. DISTURBED AREAS TO BE REVEGEATED WITH THE r O <br /> ,^ FOLLOWING SEED MIX THAT WAS APPROVED AS PART OF w Z Q <br /> NOVEMBER, 2017. THE DRMS MINING RECLAMATION PLAN: Q <br /> J <br /> SHOWN FOR SLENDER WHEAT 3.6LBS/AC Q a U) <br /> INFORMATIONAL LODORN GREEN NEEDLE 3.6LBSIAC <br /> THICK SPIKE WHEAT GRASS 3.6 LBSIAC a <br /> SIDE OATS PURPOSES ONLY WESTERNWHE T3.7LBS/AC <br /> WESTERN WHEAT 2.7 LBSIAC <br /> INDIAN RICE GRASS 0.9 LBS/AC <br /> c� I TOTAL 18.0 LBSIAC <br /> a I � <br /> a O <br /> Z Q w Z <br /> a5 a <br /> 4880 4880 <br /> -1 <br /> (L N O <br /> PROPOSED GROUND <br /> a <br /> ALONG CENTERUNE �- Z W CL O <br /> 1 <br /> INSTALL IN-UNE CLEANOUT O Q Q w �m INSTALL IN-UNE WYE CLEANOUT <br /> AND CONCRETE COLLAR AND CONCRETE COLLAR (TYP.) LL 0 = Z <br /> 4875 EXISTING GROUND EL. - 48i3.9 EXISTING GROUND EL 487{1 96 4875 O O 1C a 7 <br /> EXISTING GROUND ALONG C C <br /> ` 4871.79 PROFILE CENTERLINE 0 " C C <br /> AS NECESSARY, T' O U <br /> - - _------- OF PIPE U) <br /> ---_ D <br /> INSTALL RIPRAP AROUND VI } Q 2 <br /> t <br /> AND ON TOP SLOPE AND Z ------ -------- --__`\ TO STABILIZE Q <br /> � _ -----'� /�.` 1 i----- / �,. COVER PIPE � U Q <br /> UJ <br /> 4870 4870 r <br /> 0 <br /> � RECESS PIPE INTO <br /> OUTFACE CHANNEL BANK <br /> INSTALL AGRI-DRAIN 12' RAT GUARD <br /> .1 L.F. 12 SOLID SDR35 PVC O 0.10X 515.1 L.F. 12" SOLID SDR35 PVC O O.tOX AND 5' W X 5' L CLASS M (12-) <br /> RIPRAP APRON OUTSIDE OF <br /> w EXISTING WETLAND AREA <br /> o <br /> a 4865 INSTALL SOLID 12" PVC 4865 <br /> 68.1 L.F. 12' SOLID SDR35 PVC O O.l0X !L <br /> ww�{ v m a rn oo u c'o t> o <br /> 04 <br /> 2 6 to « tC a z 4860 i� <br /> 4860 00 W co 'c HORIZONTAL SCALE IN FT: ~ 11 z <br /> d �gat�y <br /> v~, Z O 25 50 1 DO S ,.W m v Q <br /> M i VERTICAL SCALE IN FT: w 8 o<� (j3 DRAWN BY: OAS <br /> o �o ?0 9 g it DESIGNED BY: BAS <br /> c ++ + <br /> S ' iGi 0 1.5 3 6 O g=�w o -Z I =w G� CHECKED BY: BAA <br /> N j N c j Z3 j 14 a j PROJECT NUMBER: <br /> _0 <br /> 4855 is Z �' `m Z V)m z 4855 COFC 2016.05 <br /> 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 DATE: <br /> 0 <br /> 03 07 zo16 <br /> SHEET: INDEX: <br /> 4 C2 <br /> a <br /> REVISIONS:---- <br />