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0 <br /> ALCOM <br /> z 1/2"0 ADHESSIVE STAINLESS STAINLESS STEEL PIPE CLAMP, <br /> < STEEL ANCHOR,6"LONG WITH 10'=0"O C MAX <br /> 4 1/4"MIN EMBEDMENT,HEX HEAD <br /> of -1+• PROJECT <br /> 3"0 GATE STEM <br /> a 3 STRUCTURAL SLEEVE,SCH 40 POUDRE PONDS <br /> B # SURVEY POINT � DETAIL CL 36"DIA STEEL PIPE <br /> NOT TO SCALE IMPROVEMENTS AND <br /> (ss POINT <br /> I- RESTORATION PROJECT <br /> #6@12" 1 POND B SLURRY WALL <br /> U 4'- 16#6 SPACED AS <br /> SEE 2 CL 36"DIA STEEL PIPE <br /> 1 SHOWN @ MAX 2'-4" AND INTERCONNECT PIPE <br /> I <br /> I SPACING OF 12" <br /> #6@12" r FOR CONSTRUCTION <br /> / \ 0'6" 3"0 GATE STEM SLEEVE 0'-10" 0'-10" <br /> � CLIENT <br /> oA o SCH 40 PIPE,STAINLESS STEEL <br /> I STAFF GUAGE City Of Greeley <br /> _ / o <br /> ' SEE NOTE 1 ti - <br /> E <br /> }T � <br /> 1',_6'% 10#6 SPACED AS <br /> J M !rI SHOWN @ MAX SEE NOTE 1 CONSULTANT <br /> SPACING OF 12" <br /> 5'-3" <br /> 2 <br /> 5'3" AECOM <br /> 7595 TECHNOLOGY WAY <br /> a CL 6"AIR VENT SCH 40 r DENVER,CO 80237 <br /> PIPE,CARBON STEEL F SECTION c PIPE CRADLE SECTION T 1-303-740-2600 F 1-303-694-3926 <br /> z GATE CONTROL INLET STRUCTURE PLAN VIEW 8#6 SPACED WITH WELDED JOINTS s-01 THRUSTBLOCK S_01 ww ..wrn COm <br /> AS SHOWN <br /> 6 4 2 1 0 0 1 2 4 6 0 1 2 4 6 LITHnS <br /> C-101111161111111 B SECTION ENGINEERING <br /> SCALE 1/2"=1' S-01 SCALE 1/2"=1' SCALE 1/2"=1' Ldhos Englneenng <br /> 0 1 2 4 6 2750 S Wadsworth Blvd,Sude D-200 <br /> Denver,Colorado 80227 <br /> CL 36"X36"S S SLIDE GATE/ Office 303 625 9502 <br /> E SCALE 1/2"=1' CL 6"0 SCH 40 STEEL AIR VENT www bth.sEng— <br /> '- 1 <br /> TRASH RACK TRASHRACK NOT SHOWN <br /> S-08 SEE SHEET S-0 <br /> �� CL 36"S S SLIDE GATE/ <br /> CL 6"0 SCH 40 STEEL AIR VENT <br /> i� CL 3"CASING PIPE FOR <br /> o #6@12" GATE STEM D <br /> CL 6"AIR VENT PIPE SLIDE GATE NOT SHOWN F O R <br /> — _ -- ------- -- (BEYOND) <br /> \ 36"SSSLIDEGATE 1 CONSTRUCTION <br /> o CONCRETE WALL 1 <br /> \,\ \ 96@12' ANCHOR BOLT,SS <br /> AWWA CLASS B <br /> `\- PIPE FLANGECTJ <br /> _.c0 RF6/ <br /> of <br /> \ <br /> C 47203 <br /> J a <br /> C <br /> #6@12" #6@12" 8S/01UL E' <br /> ry <br /> I I <br /> #6@12 ,r <br /> I /,/ '• I I I - e ISSUE/REVISION <br /> o� <br /> L<ii - - - - - - - - - - CJ <br /> #6@12 - -T- <br /> / 0 11/062020 ISSUED FOR CONSTRUCTION <br /> I/R DATE DESCRIPTION <br /> C. <br /> o= r �' r r 36"SCH 40 CL 36"SCH 40 _ <br /> o a I r I STEEL PIPE STEEL PIPE - <br /> H o #6@12" J J (BEYOND) <br /> gi o <br /> SEE NOTE 1 <br /> a'9 <br /> #6 @ MAX #6@12" #6@12" V 4"MUD MAT <br /> J'w SPACING OF 12" 4"MUD MAT D SECTION 4"MUD MAT E SECTION <br /> w PROJECT NUMBER <br /> a A SECTION 0 1 2 4 6 <br /> 6 g 0 1 2 4 6 Project Number 60609097 <br /> �U <br /> TO SCALE 1/2"=1' SCALE 1/2"=1' SHEET TITLE <br /> 0 1 2 4 6 <br /> N W VERIFY PRINTED NOTE POND A GATE CONTROL INLET <br /> ' SCALES SCALE 1/2"=1' STRUCTURE DETAILS <br /> �^g E INCH ON <br /> ORIGINA IS LI DRAWNG 1 36-INCH STEEL PIPE SHALL BE SECURE AND ANCHORED PRIOR TO PLACEMENT OF CONCRETE <br /> L) 0 FOR GATE CONTROL INLET STRUCTURE,PIPE SADDLE AND THRUST BLOCK TO PROTECT THE <br /> IE m IF NOT ONE INCHON PIPE FLOTATION AND MOVEMENT SHEET NUMBER <br /> THIS SHEET ADJUST <br /> JV_ SCALE ACCORDINGLY <br /> S-02 <br />