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N LCOM <br /> c B <br /> A PROJECT <br /> ti POUDRE PONDS <br /> a WINGWALL(TYP) IMPROVEMENTS AND <br /> ^� z4-s RESTORATION PROJECT <br /> ''3" o POND B SLURRY WALL <br /> 21 3 ' C7 <br /> 0 CL ENERGY DISSIPATION STRUCTURE/ AND INTERCONNECT PIPE <br /> U <br /> �p CL 36 STEEL PIPE <br /> F FOR CONSTRUCTION <br /> I1 16,_0" 1'_0" <br /> CLIENT <br /> 0 <br /> CRJ(TYP) City of Greeley <br /> I <br /> I I <br /> #6@12" <br /> 0 3 <br /> s - STRUCTURAL SURVEY POINT(SSP-3) #6@12" <br /> #8@12"EF #8@12"EF <br /> E E ENERGY DISSIPATION <br /> STRUCTURE/ I — #6@12' EF #6@12"EF <br /> o CL 36"STEEL PIPE 1'-0, rL6"DIA PIPE(HALF PIPE) — ———————— <br /> ------ <br /> - - - - - - - - - -I - - 0 66- - - - - - - A a Q CONSULTANT <br /> I iv INV EL 4622 iv AECOM <br /> m <br /> a` 7595 TECHNOLOGY WAY <br /> —t— -------- <br /> DENVER,C080237 <br /> 9'-4" T-1" 1-303-740-2600 F 1-303-894-3926 <br /> —aecom tom <br /> D - bo "v <br /> N LITHnS <br /> S-O5 ENGINEERING <br /> LRhos Engineering <br /> L J 2750 S Wadsworth Blvd,Suite D-200 <br /> #6@12"EF Denver,Colorado 80227 <br /> A � Office 303 825 9502 <br /> I?V4"MUD MAT www LrthosEng rom <br /> 22'-3" o 0 <br /> 2 <br /> io <br /> BAFFLE WALL JOINT '-3" <br /> S-05 <br /> ENERGY DISSIPATION STRUCTURE- SECTION <br /> L0 2 4 8 12 <br /> ?9' FOR <br /> o L <br /> SCALE 1/4"=1'S-05 ��ENERGY DISSIPATION STRUCTURE- PLAN VIEW CONSTRUCTION <br /> C-10 <br /> 0 2 4 8 12 <br /> of <br /> N <br /> g SCALE 1/4"=1' <br /> c ENERGY DISSIPATION STRUCTURE/ <br /> CL 36 STEEL PIPE REG/Sr <br /> A. <br /> 21'_3" �9/10-' <br /> 6,_0., 3 47203 <br /> 9 <br /> 8' <br /> rn -9 13'-6" " <br /> w #8@12"EF SEE NOTE 1 <br /> S/OtrpLEn <br /> 3'-4" <br /> 1'-0" CL 36 STEEL PIPE <br /> 12"EF <br /> 0 <br /> gal #8�12"EF o CJ <br /> 9,_4., 6 <br /> o -------------------- <br /> 7'-1" T-1' <br /> h #8�12"EF i ISSUE/REVISION <br /> �I CRJ (TYP) 1'-X o / / o017 <br /> a 6"CLR COVER o v /-\ iv END SILL <br /> cl EL 4622 \\ 0 11/062020 ISSUED FOR CONSTRUCTION <br /> BAFFLE WALL — - --- - I <br /> of of I I - It DATE DESCRIPTION <br /> z io #6@12"EF io �` i <br /> ID <br /> w — — 'v CJ v v o Q —_ - N N 7 6 > . —————————— ——— N <br /> 70 ---- <br /> oa L---- i <br /> o NI 19,_6„ CJ #6�12"EF <br /> 15 �' I -------- N N <br /> a� Lam\ o #6@12"EF #8@12"EF 2 <br /> y #6@12"EF <br /> 00 4"MUD MAT \\� -------+---------1 PROJECT NUMBER <br /> T� <br /> 3'-9" <br /> g 16-0" Project Number 60609097 <br /> SHEET TITLE <br /> 9 VERIFY PRINTED NOTE <br /> yw A ENERGY DISSIPATION STRUCTURE-SECTION ENERGY DISSIPATION <br /> BAR SORE ICLENS <br /> ON 1 36-INCH STEEL PIPE SHALL BE SECURE AND ANCHORED PRIOR TO ENERGY DISSIPATION STRUCTURE-SECTION STRUCTURE SHEET 1 OF 2 <br /> rg ORIGINAL DRAWNG 0 2 4 8 12 PLACEMENT OF CONCRETE FOR GATE CONTROL INLET STRUCTURE, <br /> n <br /> 3 EU o PIPE SADDLE AND THRUST BLOCK TO PROTECT THE PIPE FLOTATION 0 2 4 8 12 <br /> IF NO r ONE INCH ON SCALE 1/4"=1' AND MOVEMENT SHEET NUMBER <br /> THIS SHEET ADJUST <br /> J LL SCALE ACCORDINGLY SCALE 1/4"=1' S-04 <br />