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j <br /> OVERLAND PONDS POND 3 <br /> OVERLAND PONDS (NOTE 1) <br /> POND2 <br /> NWS EL 5035.0 <br /> ASSUMED TOP ASSUMED TOE <br /> 5 <br /> OF SLOPE OF SLOPE G4 <br /> 2'TYPE M RIPRAP <br /> OVER 6'BEDDING o <br /> -- ----- m� N BOLLARD <br /> (TYP OF 2) <br /> ----- P3 0*00 501 p_ - �1.' <br /> (SEE DWG C-5) I P3 2+00 / O O P3 3+00 <br /> -- -- -- - - - - -- N 1488975.85 —� O - <br /> _ E 3103604.58 INV EL 5008.9 GATE OPERATOR -—- -—- N 1488805.53 <br /> AND PEDESTAL , O E 3103851 54 <br /> POND 2 INTAKE BERM ENCASING (SEE DWG S-2) \� �� O� (NOTE 2) <br /> OVERLAND PONDS POND 2 STRUCTURE _ - GATE <br /> 7 SIDE SLOPES ' I I \ i / OVER 8'BEDDING <br /> (SEE DWG S-2) <br /> f POND <br /> r <br /> IMPACT BASIN <br /> ,�r'. (NOT IN CONTRACT) <br /> (SEE DWG S-4) <br /> I r <br /> I <br /> ' I <br /> I I <br /> I I <br /> PLAN ° 20 40 <br /> POND 2 TO POND 3 INTERCONNECT SCALE,FEET <br /> 5100 5100 <br /> 5080 5080 <br /> E TRASH RACK <br /> v (SEE DWG S3) <br /> N <br /> 5080 1;ngs 5080 <br /> o D2 <br /> O w� <br /> a� <br /> OVERLAND PONDSpONO, 5'0 VENT PIPE Q� <br /> 5'O VENT PIPE c NWS EL 503,5 0� (SEE DWG S3) <br /> 0 30'x 30' (SEE DWG S3) 4 5040 f—POND 2_ ____ POND 3ASSUMED O 5040 c <br /> a SLIDE GATE z — ]n 8- — — — —SL —'�\\ SURFACE z m 2 9 POND 3 z <br /> C z ' GATE S�3.55 <br /> z <br /> NbN VVV f <br /> fA 30'x 30' GATE STEM '\ JJ WS` a w SLIDE GATE1 �� SUPPORT BEAM <br /> o. W 5020 tQ•j \\ q g 5020 w <br /> c - - - \ _ - - - - - _ _ _ - - ASSUMED_0.5%SLOPE - - - - - - <br /> o. <br /> NEW 28'ID -L\ <br /> a HDPE PIPE 5000 EXISTING 28'ID REMOVE EXISTING 5000 <br /> S-X HDPE PIPE HDPE PIPE AS NEEDED <br /> ti <br /> BUTT WELDED <br /> 6 HOPE SEAM <br /> 3 <br /> E 4980 4980 <br /> 0 <br /> EXISTING 28'ID <br /> 9 HDPE PIPE <br /> 0 <br /> 3 <br /> 3 DETAIL 3 2 4 aeeo 496o <br /> HDPE BUTT WELD SCALE,FEET P30+00 P31+00 P32+00 P33+00 <br /> Q STATION(FT) <br /> a <br /> Q <br /> z PROFILE ° 20 40 <br /> s <br /> POND 2 TO POND 3 INTERCONNECT SCALE,FEET <br /> e NOTES <br /> 1 OVERLAND PONDS POND 3 TOPOGRAPHY NOT SURVEYED <br /> a <br /> 0 2 OVERLAND PONDS POND 2 TO OVERLAND PONDS POND 3 INTERCONNECT END LOCATION UNKNOWN Attention OVERLAND PONDS AND DWG NO <br /> a Designed P EGGERS <br /> FIELD VERIFY PRIOR TO IMPACT BASIN CONSTRUCTION <br /> o , Checked C.MASCHING TRI-DISTRICTS TREIBER INTERCONNECTS <br /> ~ Drawn S MICKELL 4424 LAPORTE AVENUE C'-`� <br /> If thm scale bar Approved By P.EGGERS G E I LConsultants FORT COLLINS,COLORADO 80526 POND 2 TO POND 3 <br /> does not measure SHEET NO <br /> 1"then drawing is 1 10/07/14 90%DESIGN REVIEW PJE 2625 Redwmg Street,Suite 370 INTERCONNECT- <br /> not original scale Fort Collins,Cobredo 80526 8 of 18 <br /> a NO DATE ISSUE/REVISION APP Approval Date 970-224-7342 GEI Project 14NO40 PLAN AND PROFILE <br />