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SETA SWIA SEC.34,TWP.29 N., RGE.4 E.,W.M. <br /> BLV�• ss� ' S0/ 12" CURB VAULT TO BE DESIGNED <br /> S <br /> \ 0y„'(ED/'�I �, ss s° c o 5'x10' ACCESS GRATE <br /> CB 1 \ S�M/ TO H-2' LOADING <br /> a � °ss s° .a '.. °� � a�� MINIMUM GROUND 2' ACCESS MANHOLE <br /> - a EL=�6138.56 <br /> TOC ELEV= 138.OA B <br /> .. 1.0 C 5-1\ /ss ass p/g '- <br /> 2' LF 1�"rr PVC . 5.0 " CEILING ELEV= ' /� <br /> LAIR WERAND \ N9�I B��1LT ' \` \\\/ MAX WS ELEV= 135.5 ',a --- <br /> �fQNEl2 �/ // // - "� <br /> 350574.02A/B •'' r \�\j�\j - INLET <br /> WIN / \ E 12ssosss 1 `// / / - A/B <br /> 130.85 BOTTOM OF <br /> STORAGE-127.25- <br /> MIN. --' S9 MIN.--- 5%MIN. <br /> SDMH 2-C ROL \S� \ \\�\\� y--5%-- - y------- - \//� z <br /> IKUCTURE, S MN, \ O N <br /> 1 2- 72" �� IE 32b36 52 V A /- �, /� // /z/�'� <br /> C4.5 N: 9.14__ <br /> INSIDE VAULT <br /> _ E:'"",z-o5^o50.051285I CORNER \ \ / \ 5'x10' ACCESS <br /> ' C N 350561.6'A/B y ^' \ GRATE (TYP) <br /> \ E 1285049 \ VAULT SECTION <br /> \ SCALE:1"=5' <br /> B v <br /> s _ INSIDE VAULT \ MAXIMUM GROUND <br /> _ CORNER \ ELEVATION = 140.0' <br /> N 350532.57A/g A\ VAULT TO BE DESIGNED A/B <br /> y \ E 1285109.69A/B \\ 5'x10' ACCESS GRATE (TYP) TO H-20 LOADING / <br /> 132.88 1 MINIMUM GROUND / <br /> A� IE=43vr.1� 1 • --s��' � EL=4-3g&138.22 <br /> \ INSIDE VAULT w B <br /> CORNER / \ \ o <br /> N 350542.54 A/B 1 _OEIIN�EL�V- , a`��'n o <br /> INSIDE VAULT E 1285061.96A/B ----------- U <br /> CORNER ` / - ° \`��\` \\ ------ --MAX WS ELEV 135.SAj---- \\/\\/\ <br /> 1' _ A EN 1 350541.29 <br /> 285054.03 <br /> 2 VA/VA o a <br /> D� - - - - 52'A B <br /> 42 i / \/\\/\\/ <br /> �1 \ \ \ \ ---------------------------------_-------- \\j\ <br /> L 3 (TYP) = i - , /\//\// ---- -----\------------ ------ - BOTTOM OF LIVE STORAGE= 127.25A/B---- <br /> VAULT SECTION <br /> \ _ �15a- - 2 - SCALE:1"=5' Andr •C Rea <br /> INSIDE VAULT 77 _ _ _- SDMH A O p F: <br /> 14 ,a.. <br /> Y / 3125J <br /> CORNERi /� -\ <br /> ��� '_ J \ I oESS�O/STE <br /> \ N 350522.14A/B _. --- <br /> �SGE 1285066.94A/B <br /> HORIZ. 0FEM <br /> 5 10 20 1 STRUCTURE 3, <br /> Scale In Feet \ i4.4 4X6 MODULAR WETLAND I <br /> 6" DIAMETER A/B <br /> REMOVABLE EL 126.75 <br /> WATERTIGHT <br /> COUPLING OR <br /> FLANGE. <br /> RESTRICTOR PLATE WITH <br /> z ROUND, CLEAN SHARP A/B EL 126.27A/B <br /> EDGED ORIFICE, EL 126.75 / <br /> SHOP-DRILLED IN / <br /> 12 GA. PLATE, WELDED / <br /> TO ELBOW \ , <br /> ELBOW RESTRICTOR DETAIL <br /> .7.5. ROUND MANHOLE COVER EL 126.75A/B <br /> el MARKED "DRAIN" FRAME <br /> tO W/ LOCKING BOLTS 136.70 / / EL 126.75A/B <br /> N (TYP) z ;� RIM OF STRUCTURE35.263 // EL 126.27 A/B / <br /> �I �� a o o MIN. CEILING EL=436:B& A/B // // EL 126.27 A/B <br /> \qi\q!� TOP OF RISER EL=43S3& EL 126.75 <br /> F LIFT ROD W/ HANDLE WITH 134.76 / <br /> SHEAR GATE CLOSED HANDLE \ J <br /> ACCESS LADDER SHOULD ATTACH TO TOP OF <br /> of e� 8" DIA. MIN. HANDHOLD/LADDER RUNG 133.06 EL T26.75 \ ,, \ F_ <br /> SHEAR GATES PER SNO CO EDDS, 5-2708 B FI= \\ \ LU <br /> `�' ORIFICE 0= 1 <br /> 8" MIN. SHEAR GATE W/ EL 12/B / \LEL <br /> .6 <br /> 126.75A/B Z <br /> CONTROL ROD FOR Q <br /> CLEANOUT/DRAIN / <br /> - 72" (BEND ROD AS REQ'D / <br /> a CONTROL SOLID LOCKING FOR ALIGNMENT W/COVER) 18"0 RISER 12726 TM15RECO RECORD NRDG HAS BDRAWING BASEDEEN PREPARED,IN PART. / Q <br /> 9 STRUCTURE ACCESS COVER SEE SNO. CO. EDDS 5-275 O 12" OUTLET PIPE EL=1^ <br /> s'o PER STANDARD ON AS-BUILT INFORMATION PROVIDED BY OTTERS.WHILE TTIS <br /> 12" INLET PIPE INFORMATION IS BELIEVED TO BE RELIABLE,NO ASSUMPTION B <br /> w� =i DRAWING 610 A/ <br /> EL=9-?7:25 SHOULD BE MADE REGARDING THE ACCURACY OF T115 RECORD <br /> 127.30 DRAWING,OR FOR ANY ERRORS OR OMISSIONS. EL 126.75 <br /> �� ro 12 GA. RESTRICTOR Aga,ewc.ne"�e:^ry ,•:^„wmr-. <br /> �.. 123.26 12/12/23 <br /> m ACCESS LADDER -�`✓ PLATE WELDED TO SIGNED BY DATE <br /> ro BOTTOM OF RISER WITH am w� C VAULT FLOOR ELEVATIONS VERIFY SCALE <br /> w8 SHOP-DRILLED ORIFICE Andrew Reaves,PE,Senior Principal SCALE:1"=10' BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> - <br /> � TYPE 2-72"e CATCH BASIN ORIFICE EL= ',�125.26 PRINT NAME TITLE 0-1" <br /> g�g SEE CITY OF EVERET TYPICAL ORIFICE 0= 7/8" IF NOT ONE INCH ON THIS SHEET, <br /> 3$ RESTRICTOR INSTALLATION#415&CITY =O 87' ADJUST SCALES ACCORDINGLY. <br /> OF EVERETT LIFT GATE ASSEMBLY& SCALE: DATE: <br /> SECONDARY ORIFICE DETAIL/416 12 i l 23 <br /> y DESIGNED BY: CHECKED BY: <br /> x KDS/TB ACR/SS <br /> N0.SDMH #2 - CONTROL STURCTURE PACE PROJECT .5 <br /> SCALE:1"=4' <br /> G� � SHEET C4 <br />