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B:\washington\Everett\soundview\2drawings\EVSV-123G.dwg Sep 26, 2022 - 12:23pm 12" OUTLET IE= 325.50 NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. CONNECT VAULT CONTROL STRUCTURE FOUNDATION DRAIN CONNECT VAULT FOUNDATION TO DOWNSTREAM 9 68.C DRAIN TO VAULT #3 CATCH BASIN #4 FOUNDATION DRAIN ELRDw nANDvmE wnu ®324.57 325.30 sruR wfmfD Z TDSTANDPPE INVERT ELEV PER PLANS 5'X10' CONCRETE z SUMP AT CONTROL = REMOVABLE LID W/ 325.[30 E6 eANoeLeowra sruRTER e 4 O STRUCTURE, 54" DIAMETER MACNNE cur WT REMDVARL A vT CATCH BASIN BASE 24"0 VENTED ACCES / VAULT#3 EELN TIG TCDDPLINGEw L.i ELE=345.12(N) o ALL PARTsm RE R�oR1-TR AwMIN.. 6" MIN. a 32 62 345.09(S) CELL 1 DETAIL"A"SECONDARY ORIFICE TOP OF RISER (OVERFLOW IE) O o 0 0 0 A _ _ O 5%5� 0 5%- / A - = 340.50 / VAULT#5 �^� �\ --- CELL 1 0 324.75 324.62 �I AL MINN A I� I / 6.0' WIDE VAULT uFT xANDu;RDD ORIFICE (#3) I I 325.30 325.30 \ ASSEMRLr 1 2"0.53 0 W 4"0 ELBOW I N N N w c.I OPENING r;-w / ( ) / . ,,. •., srAiNLEss STEEL IE= 337.65 LOCgNG NUR AI/X0.M 061-16 4' LID PANEL 325.30 --- IO 325.30 ��SECTIONS, TYPL]FEGATEAP/ / VAULT#3 EGETAIL R _ 8"OR12^,FOR E 32462 �' SEE D6TeR^R• DETAIL "A" 2-ALUMINUM STEEL STRAPSO o _ 0`59 0.5%- _ / CELL 2 (TOP AND BOTTOM) pp c� w DGAE 1 / VAULT#5 6V L324.75 324 62 \ assemeLrmvlPe ICED 2 a ��tI IIFT ATEG SXALL RE fDNBTRNCfEDOF: ORIFICE (//Z) I I / 32530 32530 Ix R6DR1 TRAmM NUM wRR aosED CELL 7/8"(0.87)0 W/ 4"0 ELBOW I 3 m RE51-NEPFx ASGM E),-6 NERES I I o RESISTANT{OIL&6RfARfI,OZONf Rf86TANT,-20' IE= 336.40' .. FBERVILETEMPERATVRE I I p - - - •" CONNECT VAULT FOUNDATION DRAIN TO VAULT #3 DETAIL LIFT LIFT GATE ASSEMBLY&GATE DETAIL RESTRICTOR UNIT SHALL BE CONSTRUCTED OF a Mo d 24" VENTED FOUNDATION DRAIN CORRUGATED ALUMINUM PIPE ALCLAD 6 LOCKING LID 3004-H34, ASSHTO M 197-82(1986) OR EQUAL. 24"MIN. RIM = 345.04 1Z" INLET GALVANIZED STEEL WILL NOT BE PERMITTED. IE=338.00 345.13(NW) 7 PARKING AREA OVER VAULT - - - - - - - - 2.08' COVER - - - - - - - - - - - - - - - - - - - ALUMINUM LI FTIGATE OUTSIDE TOP OF LID= 2.6T COVER I G I Y Y I m 342.05-343.05 I D' I 12"0 OUT_ A 0 342.05 343.05 IE OUT1325.50 I 6., I TOP OF LIVE STORAGE = 340.50 0.5C t _ -------- DETAIL "C" NON-SHRINK GROUT �.,N1LL7 �T9 P 12•' CONTROL �� •�"� - �' VAULT 2 ENSURE NSURE STEPS.THAT STEPS ARE A STRUCTURE, MINIMUM OF 24" FROM RISER PER DETAIL AND ELBOWS. 41671 RIGHT AND Apr,R8cISTEt<4� 5`Z' COE STD �SSIONAL �X .2312 DETAIL 415 2-ALUMINUM S RAPS (TOP AND 416 AND BOTTOM)U 22.0' 22.0' E LIVE STORAGE m c CELL 2 CELL 1 D U cj N a`� avx 15.0' PROVIDE STEPS ON W N EAST OR NORTH 2' WELDED ALUMINUM PLATE F WALL OF SUMP. W/ A (0.53)" DIA. ORIFICE CENTER STEPS 1' ELEVATION = 323.50 Q 333 OFF WEST WALL OF SUMP AND ENSURE ° THAT STEPS ARE A MINIMUM OF 24" ° a FROM RISER v w o 0 SUMP AT CONTROL STRUCTURE, 54" t rn 7.0' TALL WALL DIAMETER CATCH BASIN BASE Go 3 � d Ln OPENING PER oy M PLANS BY d d STRUCTURAL 5 1 4 y o ENGINEER 0.50' AVERAGE GROUT / TOP OF SEDIMENT STORAGE= 325.50 E 0_5% O 59 5% 5� O / M SEDIMENT STORAGE o.s� N 6" VAULT / � \ FOUNDATION \ \ DRAIN (TYP) / IE= 324.75 6 � SUMP AT CONTROL SECTION A-A STRUCTURE,- CATCH BASINMETER BASE 1 I / I ~ Z W 3 � H SECTION 13-13 \ / / 24" MIN CLEARANCE FROM W Z J N ALL APPURTENANCES. > CODED NOTES \ / W Q NOTES iO. INSTALL CATCH BASIN TOP, FRAME, GRATE AND SECTIONS SO THAT LIFT GATE IS VISIBLE THROUGH - / = Q Q 1. GRATED ACCESS PANEL BY UTILITY VAULT OR SIMILAR AND LOADING FOR 45 KIP OUTRIGGER ON 18" X 18" PADS. OPENING AND STEPS CLEAR INLET AND RESTRICTOR UNIT. w r- 3 > �I 2. GRATED ACCESS PANEL SHALL BE 5'W X 101 (MIN.). - O c') r 3. GRATED ACCESS PANEL SHALL HAVE A SKID RESISTANT TEXTURE. O2.INSTALL LOCKING FRAME AND GRATE OR COVER PER COE STANDARD DRAWINGS 405 OR 610. FRAME AND 0 W LID 4. PROVIDE STEPS AND/OR LADDER AT EACH INLET AND AT THE 5'x10' GRATE. LADDER RUNGS SHALL BE INSTALLED FROM FLOOR TO COVER PER STANDARD DRAWING 610 IS REQUIRED IF INSTALLATION IS NOT IN PAVED AREA OR IS NOT TO L0 W IT rn ACCESS COVER, ADJACENT TO ALL INLET/OUTLET PIPES. ORIENT STEPS OR LADDER WITH INLETS SO STEPS WILL BE CLEAR. FUNCTION AS A CATCH BASIN. m W rR^� o VJ 5. SUMP SHALL BE CAST IN PLACE OR MANHOLE AND BE SEALED TO THE VAULT FLAIR WITH BENTONITE WATER STOP. DIM DISCRIPTION SIZE O3.RESTRICTOR ASSEMBLY SEE CONTROL STRUCTURE DETAIL THIS SHEET. A OUTLET 18" AND SMALLER 24" AND LARGER 3 6. CONTROL STRUCTURE SHALL BE PER CITY OF EVERETT DETAILS 415 AND 416. B CLEAN OUT 8" ID 10" ID 7. 24" VENTED VAULT ACCESS FOR AIR MOVEMENT AND MEET OSHA CONFINED SPACE REQUIREMENTS PER CITY OF EVERETT DETAIL 607B. C GATE SIZE 8" OPENING 12" OPENING 'o 8. PROVIDE STEPS PER CITY OF EVERETT DETAIL 609. O4.FOR STEPS SEE COE STANDARD DRAWING 609. D ANGLE 42't 34'± 9. VAULT SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 3.2.3 FO VOLUME III OF THE 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. O5.BAND STRAP WITH GASKET. 10. SIGN INDICATING CONFINED SPACE ACCESS LOCATION SHOULD BE PLACED UNDER EACH ACCESS MANHOLE PER OSHA REQUIREMENTS. VAULT AND WALL STRUCTURAL PLANS AND 0 0 11. STRUCTURAL REINFORCED CONCRETE WITH A MINIMUM OF 3,000 PSI SHALL BE USED FOR VAULT OR AS SPECIFIED BY STRUCTURAL 6O.SECURE RESTRICTOR TO CATCH BASIN WITH 8 GAUGE ALUMINUM STRAPS AND BOLT TO CATCH BASIN Q c ENGINEER. ALL CONSTRUCTION JOINTS TO BE FILLED WITH WATER STOPS. WALL WITH STAINLESS STEEL ANCHOR ONE STRAP ABOVE AND BELOW OUTLET REQUIRED, INTERMEDIATE CALCULATIONS ARE PART OF SEPARATE Q V p ti STRAPS REQUIRED FOR RESTRICTOR RISERS GREATER THAN 12' ABOVE OUTLET. BUILDING PERMIT SUBMITTAL C-2.19 i m Know what's below OFOR ALUMINUM ROD LIFT HANDLE ASSEMBLY PER COE STANDARD DRAWING 416. Call before ou dig