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i <br /> 1 SLURRY WALL TREIBER B <br /> I (NOTE 3) <br /> - I <br /> I CONSTRUCTION SHAFT <br /> (NOTE 1) <br /> GATE OPERATOR &I TREIBER B <br /> TREIBER A INTAKE AND PEDESTAL IMPACT BASIN <br /> STRUCTURE (SEE DWG S•2) <br /> (SEE DWG S-2) (SEE DWG S-4) <br /> TR 0-m I O TR A 1+00 I I S47'48' TR A 2+00 r oVTR <br /> 3+00 <br /> -- - � i M.{ + Md iarM-8 SP-VH4 O L O <br /> ------- IN 1487933.34 L 48.0 STEEL N 1467731.85 <br /> E 3103884.82 <br /> INTERCONNECT • O� E 3104107.Og <br /> CONSTRUCTION BERM ENCASING S WITH BOLLARD 48'0 STEEL PIPE <br /> SHAFT 1) 3H1V Sit SLOPES (TYP OF 2 <br /> (NOTE 1) DI <br /> (SEE DWG C-5) RANDOM FILL I OVER 8'BEDDING <br /> (SEE DETAIL 2,DWG C-4) <br /> Z TYPE M RIPRAP f <br /> _ TREIBER A OVER 8'BEDDING <br /> (NOTE 2) (SEE DETAIL 1,DWG GA) <br /> TREIBER B APPROX <br /> IWATER SURFACE <br /> PLAN 0 20 40 <br /> TREIBER A TO TREIBER B INTERCONNECT SCALE,FEET <br /> m <br /> 51 <br /> 16 <br /> O <br /> G 5000 ay����j 5080 <br /> p TREIBER A BEAM ORRMT "< GATE OPERATOR _ <br /> TREIBER A ac AND PEDESTAL TREIBER B <br /> NWS EL 5035 0 `�i (SEE DWG S3) IMPACT BASIN <br /> 7'0 VENT PIPE C7 rA SLURRY WALL GRADING BENCH APPROX <br /> 5D40 r o. (SEE DWG S-3) EL.5020.8 TREIBER B Z+ 5040 <br /> ASSUMED NWS 5028.0 < <br /> <$ GATE STEM — \\• TREIBER B <br /> W 48'x 48'SLIDE 1 �_ —FINAL-GRADE n <br /> a <J GATE GATE STEM 45'FITTING <br /> m c 5p20 ------ ? m _ SUPPORT BEAM —�ASSUMED \• 5020 C <br /> ROCK <br /> z ----T'— ----•--+--- <br /> 45'FfTTING � <br /> <FD <br /> 74'FITTING 1 > <br /> w r`� (SEE DETAIL 3,DWG S3) - -—-—-—-—-—_—_____—_—_—_ 48'0 STEEL PIPE W <br /> @ (SEE DETAIL 4,DWG SS) 5000 <br /> J <br /> SLOPE=0.5% <br /> n 46'0 STEEL <br /> ti TREIBER A a 8 INTERCONNECT m TREIBER B <br /> CONSTRUCTION S�8 CONSTRUCTION <br /> SHAFT a°' SHAFT 49W <br /> 4960 (NOTE i) ¢<¢ m<a (NOTE 1) <br /> O p<W ul <br /> W FTj <br /> < <br /> O mom_ W~N� <br /> 3 <br /> / 4960 4WD <br /> TR A 0M1) TR A 1+00 TR A 2+00 TR A 3+00 <br /> 0 <br /> p STATION(FT) <br /> z <br /> PROFILE 0 20 40 <br /> ti TREIBER A TO TREIBER B INTERCONNECT SCALE,FEET <br /> 'e <br /> NOTES <br /> a 1 CONSTRUCTION SHAFTS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY Attention, Designed P EGGERS <br /> OVERLAND PONDS AND DWG NO <br /> < TUNNELING CONTRACTOR TO DESIGN AND DETERMINE APPROPRIATE o 1. Checked C MASCHING TRI-DISTRICTS <br /> m DIMENSIONS AND EXCAVATION SUPPORT �� TREIBER INTERCONNECTS C-2 <br /> 2 TREIBER A TOPOGRAPHY BASED ON RECLAMATION SLOPE DESIGN TO BE Drawn S MICKELL 4424 LAPORTE AVENUE <br /> CONSTRUCTED,OCTOBER 2014 Il ih�e scale nar Approved e P.EGGERS Consultants FORT COLLINS,COLORADO 80526 TREIBER A TO TREIBER B <br /> does not measure SHEET NO <br /> 1 ao7114 90%DESIGN REVIEW PJE 2625 Redwing Street,Suite80526 INTERCONNECT- <br /> 3 TREIBER B TOPOGRAPHY NOT SURVEYED 1'then drawing� Fort Collins,Cobredo 80526 7 Of 18 <br /> a not original scale NO DATE ISSUE/REVISION APP a Approval 970-224-7342 GEI Project 1406040 PLAN AND PROFILE <br />