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m <br /> 4 <br /> .34,T P 29 N., RGE.4 W.M.r � rN <br /> � 55�/ <br /> m o �\ UK\`'(E� �. ass sow .a 5'x10' ACCESS GRATE VAULT TO BE DESIGNED 2' ACCESS MANHOLE <br /> m " M f - _ -%� _ a ° ���'�� MINIMUM GROUND TO H-20 LOADING <br /> S��� <br /> CD A s ,�'�� LF12" ��, \E\13\ \ \ \ \ \ \ \ VA VA V <br /> 2 STR TtiRE 10. a CEILING -- 135.'2 '7/, <br /> m �- a <br /> s 4 X6 MODU\.AR ND a . <br /> PVCa -2. ���� .. 4 �/ �� �\ MAX WS ELEV= 134.75 <br /> s •�� - <br /> INSIDE VAULT <br /> • a 18' CORNER \\ \\ - 19' 16.58' 16.58' <br /> N 350570.15 �• w <br /> CL • E 1285083.71- ✓/ // // - J _ \//\� op <br /> BOTTOM OF LIVE \\ \ ¢ k <br /> p STORAGE=127.2MIN 55 MIN. _ /\� k <br /> 59 Ml�.a--5X __ 'e_fi MIN. <br /> --- \\// 3 N m D Z <br /> N �S 2-CON )L <br /> STRI, D, <br /> URE, SD PE i /- �• /� /i/ /i� V/V/.v/.� /.� /.� /.v /.v/ <br /> 7 '\ m � w �w <br /> N:35056 73 \- 48 Q rn <br /> E:128504 .60 \ o <br /> V E=127.2 / A\ VAULT SECTION 0 0 <br /> INSIDE VAULT SCALE:1"=5' Ld Z <br /> 1 5'x 0' ACCESS <br /> -\38 CORNER \ GR E (TYP) 2 p p 5 <br /> N 350558.77 / ; 0 0 z N <br /> E 1285037.07 <br /> C4.5 \ / MAXIMUM GROUND M M N <br /> ELEVATION = 140.0' � <br /> \ \ \ < M N <br /> VAULT TO BE DESIGNED <br /> a' A\ 5'x10' ACCESS GRATE (TYP) TO H-20 LOADING <br /> \ u; a 1 MINIMUM GROUND z <br /> CzE�LI��LE�=-15 \,/f ----- -- ----------------• \/�\�/�< E E <br /> ------- INSIDE VAULT / \� , j\\j\\ ;. MAX 4WS ELEV-134.73 \//\//\ a =o :-E2 <br /> _ CORNER �� � - � � � <br /> `. ----; N 350540.31/ \ \\\ \ _ / i a O //�\j\\/// - _ \\ \ w 2 <br /> E lzfisoals6 \�'�\ \ N / CIE-1/o \ Sp�a '�- -� a _ _ /j\\/j\\/j 2 a <br /> \- <br /> I\ INSIDE VAULT / \\\� \\ - /ORNER / / _ - \ \\ \\// - _ 48 \\jj\� '�i w'ri 0 <br /> `----- N 350542.20/ \ \\ \ - i / y ° - _ \\\//\\// __-- --------------- ------- -------- - ----BOTTOM OF LIVE_STORAGE-_127.25 ---- <br /> E \\j� <br /> `.. 1285049.35 -. ------- ------ --- PNN,cRF <br /> t<g / / / --- - - - fir , - - a VAULT SECTION /�\// Nc�? <br /> N _ - SCALE:1"=5' Y 7� <br /> r <br /> I MANHOLE � _ <br /> LID (TYP) /\ - -- INSIDE VAULT <br /> NE <br /> N 350518.17 <br /> INSIDE VAULT E 1285096.39 <br /> 4" WALL DRAIN / I <br /> 0 5 10 20 CORNER J' <br /> HORIZ. N 350508.69 IE = 134.6 /1 STRUCTURE 3, <br /> Scale In Feet \ E 1285057.53 C4.4 4X6 MODULAR WETLAND I <br /> / - 4A <br /> EL 126.75 <br /> 6" DIAMETER <br /> GI REMOVABLE <br /> WATERTIGHT <br /> tO COUPLING OR <br /> FLANGE. EL 126.27 <br /> RESTRICTOR PLATE WITH EL 126.75 / <br /> z ROUND, CLEAN SHARP / <br /> EDGED ORIFICE, <br /> SHOP-DRILLED IN <br /> PLATE, WELDED EL 126.75 <br /> ELBOW RESTRICTOR DETAIL / EL 126.75 <br /> N.T.S. ROUND MANHOLE COVER <br /> 2 MARKED "DRAIN" FRAME / EL 126.27 / EL 126.27 <br /> tO W/ LOCKING BOLTS / / <br /> N EL 126.75 <br /> p (TYP) ? Lo RIM OF STRUCTURE EL=136.25 <br /> 71 MIN. CEILING EL=135.25 <br /> rn a TOP OF RISER EL=134.75 EL 126.75 \ EL 126.75 <br /> H LIFT ROD W/ HANDLE WITH to <br /> oI F SHEAR GATE CLOSED HANDLE / EL 126.75 J <br /> ACCESS LADDER SHOULD ATTACH TO TOP OF EL 126.27 / / Q <br /> `i 8" DIA. MIN. HANDHOLD/LADDER RUNG / / EL 126.27 F- <br /> SHEAR GATES PER SNO CO EDDS, 5-2708 - / / LU <br /> S 2 O, ORIFICE 0= 1.25 EL 126.75 / // 0 <br /> ' S B" MIN. SHEAR GATE W/ , <br /> o SOLID LOCKING CONTROL ROD FOR Z <br /> 3 "�• SS COVER <br /> PER ESTANDARD EL 126.75 a <br /> CLEANOUT/DRAIN <br /> 72" DRAWING 610 (BEND ROD AS REQ'D \ \ <br /> FOR ALIGNMENT W/COVER) 18"0 RISER / EL 126.75 J <br /> • CONTROL SEE SNO. CO. EDDS 5-275 EL 126.27 / <br /> �:; STRUCTURE O 12" OUTLET PIPE EL=127.25 / Q <br /> 12" INLET PIPE / <br /> EL=127.25 <br /> z <br /> v_� ro 12 GA. RESTRICTOR <br /> z = ACCESS LADDER =123.25 PLATE WELDED TO <br /> iF N BOTTOM OF RISER WITH EL 126.75VERIFY SCALE <br /> m <br /> SHOP-DRILLED ORIFICE <br /> BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> �' TYPE 2-n^e CATCH BASIN ORIFICE EL= 125.25 <br /> x SEE CITY OF EVERETT TYPICAL ORIFICE 0= 7/8" IF NOT ONE INCH ON THIS SHEET, <br /> RESTRICTOR INSTALLATION#415&CITY _ ADJUST SCALES ACCORDINGLY. <br /> OF EVERETT LIFT GATE ASSEMBLY& -0'87r <br /> oo SECONDARY ORIFICE DETAIL/416 SCALE: DATE: <br /> �- c VAULT FLOOR ELEVATIONS 9/26/22 <br /> SCALE:1"=10' DESIGNED BY: CHECKED BY: <br /> 6"fix PACEKOS PROJECT NO. <br /> SC "= <br /> CR/KAG <br /> SD #2 - CONTROL STURCTURE <br /> ..u� <br /> SCALE:14' <br /> SHEET C4.5 <br />