5900 36TH AVE W 2025-01-06 - Laserfiche WebLink

B:\washington\Everett\soundview\2drowings\EVSV-123G.dwg Sep 26, 2022 - 12 23pm NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. 2 B 132,0' 15" INLET o IE-334.70 ° a °a -� - -- --- - - - - - - - 325.50 - - --- - --- - - - -- - - -- - --- 6' u�w AxDRREw� z MIN. o 325.50 TOP OF RISER (OVERFLOW IE) 12' INLET 340.70 w 24" VENTED IE=337.90 LOCKING LID Mo AcwxECM ED wl.x xEMonazsN�nR --- ~ A \ - - - - - RIM = 345�73 / A nu si MlxuM , 32 .66 t + n6xrcouvuxc`w I� I O ORIFICE (#3) V UL #2 wx DETAIL"A'�SECONDARY ORIFICE 4' LID PANEL � �1 324 95 324 66 13/16"(0.84)0 W/ 4"4 ELBOW I SEC IONS, TYP EL 2 06 6.0 WID VAULT PENT G o IE= 337.95' 325.50 \ 3 5.50 ALUxETxAADIPROO VAULT#2 AssEMBcr DETAIL "A" 2 ALUMINUM STEEL STRAPS +� � � � \ 3 5.50 / q, (TOP AND BOTTOM) O IO 325 50 SUMP AT CONTROL CELL 1 24" VENTED GrAIN Ecc 6TEE1 uD --- V7eon wnr �mxubofii-T6 0 0 0 0 0 32466 STRUCTURE, 5B DIAMETER- oN - - LOCKING LID- - j mains Nuns I 1 CATQ;H BASIN BASE -O.T% RIM = 345.57 eoE Rla�iRE. I I "° _ ORIFICE (#2) 9 I� m o 12" OUTLET IE- 325.70 seE Deane / ( ) / CONTROL STRUCTURE 1 1-3 8"1.37 0 W 4"6 ELBOW 3 rn ICI 324 95 324 66 IE- 336.70' I I p o Z 24" VENTED iD l 325.50 RESTRICTOR UNIT SHALL BE CONSTRUCTED OF LOCKING LID wsseMew.oneE CORRUGATED ALUMINUM PIPE ALCLAD \ o RIM = 345.54 3004-H34, ASSHTO M 197-82(1986) OR EQUAL. 24"MIN. NETGATESxALLBEmELSTROOTEDOF: p iEa°R-w6i-T6AwMIrvuM wnry aosEo cEu GALVANIZED STEEL WILL NOT BE PERMITTED. J f656-6l CeEMiG� 9a3G o d RfSISTANT(OIL S GRFA3fi,OZONf Rf5l3TANT,-ZO' 7 CONNECT VAULT 5'X10' CONCRETE TO]&1'FfiERVIf£TEMDERAIDBE FOUNDATION DRAIN REMOVABLE LID W/ -- ------- --- a 325.50 TO DOWNSTREAM DETAIL LIFT GATE ASSEMBLY&GATE DETAIL � CATCH BASIN 50 24"0 VENTED ACCESS ALUMINUM LIFTIGATE # B ELE=345.61(E) 346.48 (SE) I 0 325.50 345.52 W PARKING AREA OVER VAULT _ m _ _ _ _ - - - ( ) _ - - - - - - - - - 344.67(NW) _ _ I �' I 12"0 OUT A o 0 - - - - - - - _ _ - I D° JB 3.0' MAX. COVER IE OUT 1325.70 I Y s p OUTSIDE TOP OF OUTSIDE TOP OF 2.0' MIN. COVER LID= 342.25 LID= 343.48 342.25 343.48 I 6" I I s 0 I,----- -------- DETAIL "C" NON-SHRINK GROUT - TOP OF LIVE STORAGE = 340.70 0.50' HANDHOLD STEPS. `-VAULTS` 2 ENSURE THAT STEPS ARE A MINIMUM OF 24" FROM RISER AND ELBOWS. 5° y 12" CONTROL - STRUCTURE, 2-ALUMINUM S(SRAPS (TOP PER DETAIL AND BOTTOM)) 41671 RIGHT AND COE 9opRacisTeaw� s�' STD DETAIL a° �'SsrosAv �x .13,22 415 AND 416 1 1 4" 132.0' 22.0' 22.0' ° PROVIDE STEPS ON E. LIVE STORAGE o EAST OR NORTH 2' WELDED ALUMINUM PLATE CELL 2 CELL 1 WALL OF SUMP. W/ 13/16 (0.83)" DIA. 0 U CENTER STEPS 1' ORIFICE - x OFF WEST WALL OF ELEVATION = 323.70 Lu N N N SUMP AND ENSURE F THAT STEPS ARE A o � MINIMUM OF 24" ° Q w a FROM RISER e SUMP AT CONTROLa STRUCTURE, 54" DIAMETER CATCH BASIN BASE d o = o N 7.0' TALL WALL ai vi OPENING PER o M PLANS BY STRUCTURAL ENGINEER 0.50' A / / 24" MIN CLEARANCE FROM ALL APPURTENANCES. AV ERAGE TOP OF SEDIMENT STORAGE= 325.70 I I e o 0 5% SEDIMENT STORAGE 5% o� 6" VAULT o _ 5 v 5 0 M - 1 6 FOUNDATION / 1 DRAIN (TYP) c.i IE- 325.60 SUMP AT CONTROL \ \ 4 N STRUCTURE, 54" DIAMETER / N N SECTION A-A CATCH BASIN BASE - ' GROUT 1~ O SECTION 13-13 w z J N NOTES CODED NOTES 5 > _ iO. INSTALL CATCH BASIN TOP, FRAME, GRATE AND SECTIONS SO THAT LIFT GATE IS VISIBLE THROUGH Q U) 1. GRATED ACCESS PANEL BY UTILITY VAULT OR SIMILAR AND LOADING FOR 45 KIP OUTRIGGER ON 18" X 18" PADS. CONTROL STRUCTURE w Q > OPENING AND STEPS CLEAR INLET AND RESTRICTOR UNIT. 2. GRATED ACCESS PANEL SHALL BE 5'W X 10'L (MIN.), ro CC �I 3. GRATED ACCESS PANEL SHALL HAVE A SKID RESISTANT TEXTURE. Ch G O2.INSTALL LOCKING FRAME AND GRATE OR COVER PER COE STANDARD DRAWINGS 405 OR 610. FRAME AND DIM DISCRIPTION SIZE O O > 4. PROVIDE STEPS AND/OR LADDER AT EACH INLET AND AT THE 5'x10' GRATE. LADDER RUNGS SHALL BE INSTALLED FROM FLOOR TO A OUTLET 18" AND SMALLER 24" AND LARGER 0 W o COVER PER STANDARD DRAWING 610 IS REQUIRED IF INSTALLATION IS NOT IN PAVED AREA OR IS NOT TO L() O y B CLEAN OUT 8" ID 10" ID 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. C GATE SIZE 8" OPENING 12" OPENING > '0 5. SUMP SHALL BE CAST IN PLACE OR MANHOLE AND BE SEALED TO THE VAULT FLAIR WITH BENTONITE WATER STOP. D ANGLE 42°t 34°t m w co 6. CONTROL STRUCTURE SHALL BE PER CITY OF EVERETT DETAIL 415 AND 416. ORESTRICTOR ASSEMBLY SEE CONTROL STRUCTURE DETAIL THIS SHEET. N 3 7. 24" VENTED VAULT ACCESS FOR AIR MOVEMENT AND MEET OSHA CONFINED SPACE REQUIREMENTS PER CITY OF EVERETT DETAIL 607B. 8. PROVIDE STEPS PER CITY OF EVERETT DETAIL 609. O4.FOR STEPS SEE COE STANDARD DRAWING 609. 0 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. 0 j 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 VAULT AND WALL STRUCTURAL PLANS AND 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 o STRAPS REQUIRED FOR RESTRICTOR RISERS GREATER THAN 12' ABOVE OUTLET. N BUILDING PERMIT SUBMITTAL C-2.16 m OFOR ALUMINUM ROD LIFT HANDLE ASSEMBLY PER COE STANDARD DRAWING 416. K110W WI18t'S below Call before you di