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SE1/4 SWIM SEC. 34, TWP. 29 N., RGE. 4 E., W.M. <br />S <br />5 <br />g <br />\ N 350561 <br />/E 1285049 <br />\NNN <br />NNN <br />\ <br />\ \ \ l IN <br />INSIDE VAULT E <br />CORNER �� <br />_ A�A B N 350541.29 \ � <br />E 1285054.03 <br />MA HOLE <br />L1D (TYP) <br />z� <br />N \ <br />0 5 10 20 <br />HORIZ. <br />Scale In Feet <br />8" DIA. MIN. - <br />SHEAR GATES <br />72" <br />CONTROL <br />STRUCTURE <br />INSIDE VAULT <br />CORNER,- <br />N 350522.14A/B <br />��1285066.94A/B <br />" DIAMETER <br />COUPLING OR <br />FLANGE. <br />z rcuur4U, uLr.Ar4 ZINArcr <br />EDGED ORIFICE, <br />SHOP -DRILLED IN <br />�pl 12 GA. PLATE, WELDED <br />TO ELBOW <br />ELBOW RESTRICTOR DETAIL <br />GLdd��y0_1�b70:i <br />SOLID LOCKING <br />ACCESS COVER <br />PER STANDARD <br />DRAWING 610 <br />Z <br />M <br />m� <br />N <br />a <br />TYPE 2-72*0 CATCH BASIN <br />SEE CRY OF EVEREI T TYPICAL <br />RESTRICTOR INSTALLATION #415 & CITY <br />OF EVEREIT LIFT GATE ASSEMBLY & <br />SECONDARY ORIFICE DETAIL #416 <br />SDMH #2 - CONTROL STURCTURE <br />SCALE: 1 "=4' <br />ROUND MANHOLE COVER <br />MARKED "DRAIN" FRAME <br />W/ LOCKING BOLTS <br />(TyP) z <br />�a o0 <br />LIFT ROD W/ HANDLE WITH <br />SHEAR GATE CLOSED HANDLE <br />SHOULD ATTACH TO TOP OF <br />HANDHOLD/LADDER RUNG <br />PER SNO CO EDDS, 5-270B <br />8" MIN. SHEAR GATE W/ <br />CONTROL ROD FOR <br />CLEANOUT/DRAIN <br />(BEND ROD AS REQ'D <br />FOR ALIGNMENT W/COVER) <br />SEE SNO. CO. EDDS 5-275 <br />12" INLET PIPE <br />EL=127.25 <br />127.30 —fr <br />ACCESS LADDER <br />STR <br />A Vi <br />N�1vz. <br />136.70 <br />L0 RIM OF STRUCTURE,�EL=+334 <br />OF RISER EL=438.89 <br />134.76 <br />-18"0 RISER <br />127.26 <br />12" OUTLET PIPE EL=',F-.2-5- <br />w `--12 GA. RESTRICTOR <br />PLATE <br />�II PLATE WELDED <br />TO <br />BOTTOM OF RISER WITH <br />SHOP —DRILLED ORIFICE <br />ORIFICE EL= 125.25 25.26 <br />ORIFICE 0= 7/8" <br />=0.87' <br />TOC ELEV= 13 <br />CEILING ELEV= <br />i <br />2" CURB <br />T-5'x10' ACCESS GRATE <br />MINIMUM GROUND <br />EL=139.8}138.56 <br />VAULT TO BE DESIGNED <br />TO H-20 LOADING <br />/-2' ACCESS MANHOLE <br />— MAX WS -- — E— LE—V—135—.5 — — — — — — — — — — — <br />=— <br />J <br />5'x10' ACCESS GRATE (TYP) <br />MINIMUM GROUND <br />EL= 139.0138.22 <br />SrEl�l1`lCLF"LEY= <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 12/13/2023 <br />Permit Inspector <br />RECORD DRAWING <br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED <br />ON AS —BUILT INFORMATION PROVIDED BY OTHERS. WHILE THIS <br />Andrew C. Reaves E ®87®­2023121 2/1 2/23 <br />SIGNED BY DATE <br />Andrew Reaves, PE, Senior Principal <br />A/B <br />EL 126.75 <br />EL 1 <br />INLET <br />J 21' — <br />BOTTOM OF LIVE— \ <br />STORAGE=127.25— <br />'. 5� M� 5% MIN. _ \ <br />. J <br />VAULT SECTION <br />SCALE: 1"=5' <br />MAXIMUM GROUND — <br />ELEVATION = 14Q 0' <br />VAULT TO BE DESIGNED A/6 <br />TO H-20 LOADING <br />MAX WS ELEV= 135.WB — — — — — — — — — — — — — — — — — <br />52'A B <br />— BOTTOM OF LIVE STORAGE= 127.25A/B <br />a VAULT SECTION <br />SCALE: 1 "=5' <br />LL ILU./a <br />C 1 VAULT FLOOR ELEVA' <br />SCALE: 1'=10' <br />A/B <br />3.75A/B <br />6.75 A/B <br />26.27 A/B <br />EL 126.75A/B <br />An <br />Q 31257 <br />o •. F� <br />FSS oNA I <br />0 <br />E <br />.o <br />M o <br />�Q'NoL <br />LU o _gym <br />< LO <br />a-Mw a3 <br />BAR IS ONE INCH ON ORIGINAL DRAWING. <br />O — I„ <br />IF NOT ONE INCH ON THIS SHEEP, <br />ADJUST SCALES ACCORDINGLY. <br />SCALE: DATE: <br />12/11/23 <br />DESIGNED BY: CHECKED BY: <br />KDS/TB ACR/SS <br />PACE PROJECT NO. <br />SHEET C4.O. <br />