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GARDEN ESTATES <br />SECTION 12, TOWNSHIP 28N, RANGE 4E, W.M. <br />12" VENT I <br />SEE STCR PLANS 52 & 53 <br />8" <br />INLET <br />(AB) <br />ACCESS <br />ROAD <br />Q <br />Q ° <br />4 4 ° ° <br />4 R 4 Q Q ° <br />° ° a as <br />° <br />4 ° <br />° aN <br />6"°PVC <br />INLET 8" PVC a ° <br />a ° INLET <br />� <br />4f <br />® I II II A <br />N I <br />in <br />I CN I � <br />0 <br />I J o In <br />I o C) w <br />m <br />V N <br />N <br />f <br />5'x10' HINGED \ <br />SOLID LID �� IE=561.01 <br />mom go as 12" INLET <br />24" ACC'qSS <br />(TYR) I� <br />40 LF 12" CPEP \ <br />(AB) <br />\ <br />14 <br />R <br />� <br />in <br />II <br />CB#6 <br />II <br />I <br />STFjUCTURE <br />TYPEROL <br />11 <br />I <br />PER COE ST[2 I <br />I� <br />I <br />I DWG 405 <br />I <br />I <br />I I <br />I <br />I <br />I C13#5 <br />I <br />I <br />TYPE II-48 � <br />I <br />PER COE S <br />D. <br />DWG 402 <br />Cn <br />I <br />I <br />I <br />� I <br />13 (AB) <br />I <br />cnn <br />-t& LF 12 CPE <br />LJ'I <br />S=0.010 ft/f1 <br />cn <br />Q0 <br />LF 12" CP€q <br />� <br />I <br />J <br />I /I',- W W W W W W W W W ,. W W �' / //7 � <br />SO SO /99 SD SD SD SD SD SD SD SD SD SD SD I Sq <br />I\ <br />\s\5 <br />Ss- Ss- Ss -Ss Ss-ss ss Ss SS <br />ss ss <br />FG=572.5 ( <br />- - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - <br />HANDHOLDS, `MAX. W.S.=567.01 <br />STEPS OR LADDER <br />z 1�(TYP.) <br />�a <br />`O iv y TOP OF DEAD -- <br />- - - - - - - - STORAGE=561.01 0 <br />--------------------1---------- <br />560.51 AT VAULT <br />WALL/FLOOR JOINT <br />VAULT SECTIONR-R <br />I" = 10' HORIZ. <br />= 5' VERT. <br />/ <br />- ss ss ss ss ss �- � <br />HANDHOLDS, <br />STEPS OR LADDER <br />(TYP.) <br />FOOTING DRAIN <br />CONNECT TO CB TO <br />THE EAST <br />566. <br />FLOW <br />I 1- <br />GROUT \�,//�� <br />24" MIN / ��_ <br />CLEARANCE <br />FROM ALL PLAN <br />e ELBOW <br />4" ELBOW <br />)IE= <br />DIAM 35 =1." <br />FLOW <br />559.95(AB) <br />i t I I I FLOW <br />1 <br />.F.=b6;4" <br />567.21(AB) <br />NOTCH <br />18" RISER <br />FLOW <br />`-05� IE-561..21(AB) <br />L ) <br />TYPE 2 CATCH BASIN BOTT ORIFICE <br />54^ DIA MIN IE=559.01 <br />ELEVATION DIAM-0.96" <br />DETAIL "A" TYPICAL RESTRICTOR INSTALLATION <br />I <br />NOTES <br />1. INSTALL CATCH BASIN TOP, FRAME, GRATE AND <br />SECTIONS SO THAT LIFT GATE IS VISIBLE <br />THROUGH OPENING AND STEPS CLEAR INLET AND <br />RESTRICTOR UNIT. <br />2. INSTALL LOCKING FRAME AND GRATE OR COVER <br />SEE STANDARD DRAWINGS 405 OR 610. FRAME <br />AND COVER PER STANDARD DRAWING 610 15 <br />REQUIRED IF INSTALLATION IS NOT IN PAVED <br />AREA OR 15 NOTTO FUNCTION AS A CATCH <br />BASIN. <br />3. RESTRICTOR ASSEMBLYSEE DETAIL B AND <br />STANDARD DRAWING 416, DETAIL C. <br />4. FOR STEPS SEESTANDARD DRAWING 609. <br />5. BAND STRAP WITH GASKET. <br />6. SECURE RESTRICTORTO CATCH BASIN WITH 8 <br />GAUGE ALUMINUM STRAPS AND BOLT TO CATCH <br />BASIN WALL WITH STAINLESS STEEL ANCHOR <br />BOLTS. ONE STRAP ABOVE AND BELOW OUTLET <br />REQUIRED, INTERMEDIATE STRAPS REQUIRED <br />FOR RESTRICTOR RISERS GREATER THAN 12' <br />ABOVE OUTLET. <br />7. FOR ALUMINUM ROD LIFT HANDLE ASSEMBLY <br />SEE STANDARD DRAWING 416. <br />CITY OF EVERETT <br />�sTr PUBLIC WORKS DEPARTMENT <br />;;a°ga,8um" pwi"Ciwnm 03/13/201 <br />TYPICAL RESTRICTOR `... `"` <br />INSTALLATION 415 <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 11/06/2024 <br />Permit Inspector <br />560.51 <br />560.51 <br />MAX. W.S.=567.01 <br />FG=572 f \ n! 559.79 360.11 / <br />7% j� 0.5% � 4% <br />TOP OF VAULT LID-568.51 - . CELL ACCESS �} 560.51 <br />o :2560.51 / �� SEE STRC PLANS a <br />" <br />------ -------------- \ n 559.79 0.5%� <br />360.11 a i <br />HANDHOLDS, 77 <br />� 4% <br />STEPS OR 560.51 <br />LADDER 560.51 /�^� ��\ z <br />TOP OF DEAD STORAGE=561.01- II I N <br />O 42' <br />�Z <br />Ci M 560.51 AT VAULT <br />WALL/FLOOR JOINT <br />VAULT SECTION S-S <br />1 " = 10' HORIZ. <br />= 5' VERT. <br />DETENTION VAULT FLOOR <br />SLOPE/GRADE DETAIL <br />N.T.S. <br />N <br />0 10 20 <br />HORIZONTAL SCALE <br />AS -BUILT NOTE: <br />J <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />811 <br />00 <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY HARMSEN LAND SURVEYORS. <br />OMEGA ENGINEERING HAS PREPARED AND <br />STAMPED THIS DRAWING BASED ON THAT <br />INFORMATION. <br />r <br />N <br />W <br />N <br />W <br />O <br />_ <br />p <br />U, <br />Z <br />0 <br />Q <br />O <br />Z <br />U <br />az <br />D <br />< <br />z <br />a <br />J <br />U <br />W <br />U <br />N <br />Y <br />U <br />N <br />Y <br />d <br />N <br />E <br />3 <br />0 <br />3 <br />o <br />w <br />a <br />J <br />M <br />a <br />J <br />M <br />a <br />>; <br />W <br />W <br />N <br />O <br />m <br />a <br />a <br />a <br />a <br />V <br />N <br />O <br />N <br />o <br />xotn, I <br />0 <br />N 00 <br />0-5 <br />Q 00 � <br />0-1 <br />OrnN <br />L0 L0 <br />NN <br />LUw�� <br />ry <br />LU <br />� w <br />N <br />Qzz <br />,406 <br />z <br />Wri <br />W <br />W <br />Z <br />0 3 <br />W <br />V / <br />O <br />O <br />W <br />C <br />L <br />N <br />f0 <br />V / <br />0 <br />W <br />\ <br />.0 <br />C <br />W <br />1..� <br />F- <br />LU <br />(n <br />V <br />W <br />W <br />7 <br />U <br />z <br />O Fz <br />H Q <br />(V LU <br />z V <br />O LU <br />H- U <br />0 z <br />wOf <br />LL 3 <br />O I- <br />z Of <br />00 <br />z <br />00 <br />O N <br />0- <br />-ROJ. NO. <br />DSN. BY: <br />17-0408 <br />RAW <br />DATE: <br />7/17/19 <br />SGAI.E: <br />V=10' <br />DRAWING NO. <br />5 <br />9 <br />OF <br />