Laserfiche WebLink
B:\washington\Everett\soundview\2drawings\EVSV-123G.dwg Sep 26, 2022 - 12:23pm <br /> CONNECT VAULT #5 NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. 2 <br /> FOUNDATION DRAIN 12" OUTLET IE= 325.65 <br /> TO VAULT #3 CONTROL STRUCTURE <br /> B FOUNDATION DRAT <br /> OF <br /> I <br /> 5'X 0' C NCR TE / T03 0651SER o <br /> j RE OVA LE L D W w <br /> N 24" VENTED ACCESS 4' LI PA EL 325.45 _-- , <br /> ELE 345.12(N) SEC IONS, TYP I� I o 0 0 0 <br /> 345 09(S J I I m - - - - <br /> A - - - - - - - - - - - - - A ORIFICE (#3) I I Q <br /> 11 AU T 1-1/16"(1.05)0 W/ 4"0 ELBOW <br /> VAULT SUM AT CONTROL of 324.90 CE L 1 324.47 IE= 336.90' I I <br /> 324 47 �STR CTURE, 54" DI MET R _-- I <br /> CELL CAT H BASIN BASE 325.45 <br /> 325.45 <br /> a <br /> 3 5. N N <br /> .,, DETAIL "A" 2-ALUMINUM w <br /> ON SHEET C-2.16 STEEL STRAPS <br /> 325.45 325.45 / e (TOP AND IO <br /> BOTTOM) o 0 0 0 0 <br /> N 24" 'VENTED 324 90 24 VEN ED - <br /> LOCKING LID <br /> c� 344 47 LOCKING LID RIM = 3 4.95 _ 24" ORIFICE (#2) <br /> RIM = 344.67 INLET� � Z <br /> VAULT / CB 6 2 " INLET AU T \ IE=330.90 1-3/4"(1.72)0 W/ 4"0 ELBOW I I <br /> CELL - RIM = 344.49 5�1 CELL2 324.47 IE= 335.65' I I <br /> 325 45 O 24" VENTED RESTRICTOR UNIT SHALL BE CONSTRUCTED OF <br /> / LOCKING LID CORRUGATED ALUMINUM PIPE ALCLAD 24"MIN. Z <br /> RIM = 344.90 3004-H34, ASSHTO M 197-82(1986) OR EQUAL. o <br /> 325.45 GALVANIZED STEEL WILL NOT BE PERMITTED. o o <br /> - - w <br /> J7 ------- --- <br /> 15" INLET 1 12"O OUT <br /> B IE=334.11 TC 345.63(N W) ALUMINUM LIFT FTIGATE <br /> CONNECT VAULT #5 BC 345.13(N W) I I �� <br /> FOUNDATION DRAIN 344.80(SE) 2.40' COVER I O I A <br /> TO VAULT #3 PARKING AREA OVER VAULT / I D, B I o o <br /> FOUNDATION DRAIN_ _ _ _ _ _ _ _ _ _ _ 344.40 <br /> 2.35' COVER / IE UT 325.65 } C } <br /> �j <br /> OUTSIDE TOP OF LID- 2.85 COVER --- - - / <br /> 342.05-343.05�` 342.05 ---- ---- -_ 343.05 I i 5 Q <br /> NON-SHRINK <br /> DETAIL "C" GROUT <br /> TOP OF LIVE STORAGE = 340.65 0.50 ON SHEET <br /> C-2.16 <br /> HANDHOLD <br /> 2' STEPS. <br /> ENSURE THAT ,N1LLIq,{� <br /> VAULT STEPS ARE A <br /> MINIMUM OF x <br /> 24" FROM 5 y <br /> 12" CONTROL RISER AND <br /> STRUCTURE, ELBOWS. <br /> PER DETAIL a 11e71 <br /> RIGHT ANDR�'c151'E4Q� v°e4 <br /> COE STD tONAL .23,22 <br /> DETAIL 415 <br /> 1880, AND 416 2-ALUMINUM <br /> ° STRAPS (TOP <br /> 22.0' 22.0' AND BOTTOM) <br /> i <br /> WELDED J_ m E <br /> 2' ALUMINUM PLATE N N E. <br /> LIVE STORAGE s.o' CELL 2 CELL 1 W/ 1-1/16(1.07)„ 0 ORIFICE O V a d <br /> ELEVATION <br /> N N > <br /> 323.65 w v a c <br /> i a <br /> SUMP AT CONTROL S <br /> DIAMETER CATCH BASIN BASE PROVIDE STEPS ON <br /> TRUCTUREa 54" <br /> EAST OR NORTH <br /> WALL OF SUMP. <br /> d <br /> CONTROL STRUCTURE CENTER STEPS 1' y <br /> OFF WEST WALL OF t <br /> SUMP AND ENSURE °0 3 <br /> 7.0' TALL WALL THAT STEPS ARE A d it <br /> OPENING PER MINIMUM OF 24" oy M <br /> PLANS BY FROM RISER d d <br /> STRUCTURAL .N a <br /> ENGINEER 5 GROUT 1 4 <br /> TOP OF SEDIMENT STORAGE= 325.65 0.50' AVERAGE / <br /> e ° 57 SEDIMENT STORAGE Q5%- / z ° / <br /> 6" VAULT / / 6 \ \ <br /> M <br /> SECTION A-A FOUNDATION SUMP AT CONTROL I Z <br /> DRAIN (TYP) STRUCTURE, 54" DIAMETER I I I O <br /> IE= 324.75 CATCH BASIN BASE 24" MIN <br /> in NOTES SECTION B-B CLEARANCE W Z J <br /> 1. GRATED ACCESS PANEL BY UTILITY VAULT OR SIMILAR AND LOADING FOR 45 KIP OUTRIGGER ON 18" X 18" PADS. CODED NOTES FROM ALL <br /> iO. INSTALL CATCH BASIN TOP, FRAME, GRATE AND SECTIONS SO THAT LIFT GATE IS VISIBLE THROUGH \ \ / APPURTENANCES j Q U) <br /> 2. GRATED ACCESS PANEL SHALL BE 5'W X 10,L (MIN.) WITH 24" DIA. ACCESS MANHOLE. \ / = Q Q <br /> M 3. GRATED ACCESS PANEL SHALL BE CONCRETE AND HAVE A SKID RESISTANT TEXTURE. OPENING AND STEPS CLEAR INLET AND RESTRICTOR UNIT. W E- � > <br /> �I 4. PROVIDE STEPS AND/OR LADDER AT EACH INLET AND AT THE 5'xi0' GRATE. LADDER RUNGS SHALL BE INSTALLED FROM FLOOR TO ACCESS O2. Ch <br /> N INSTALL LOCKING FRAME AND GRATE OR COVER PER COE STANDARD DRAWINGS 405 OR 610. FRAME AND - O p> COVER, ADJACENT TO ALL INLET/OUTLET PIPES. ORIENT STEPS OR LADDER WITH INLETS SO STEPS WILL BE CLEAR. COVER PER STANDARD DRAWING 610 IS REQUIRED IF INSTALLATION IS NOT IN PAVED AREA OR IS NOT TO L() 0 W <br /> W <br /> y 5. SUMP SHALL BE CAST IN PLACE OR MANHOLE AND BE SEALED TO THE VAULT FLAIR WITH BENTONITE WATER STOP. FUNCTION AS A CATCH BASIN. L0 > O <br /> .0 6. CONTROL STRUCTURE SHALL BE PER CITY OF EVERETT DETAIL 415 AND 416. m W <br /> 7.24" VENTED VAULT ACCESS FOR AIR MOVEMENT AND MEET OSHA CONFINED SPACE REQUIREMENTS PER CITY OF EVERETT DETAIL 607B. O3.RESTRICTOR ASSEMBLY SEE CONTROL STRUCTURE DETAIL THIS SHEET. DIM DISCRIPTION SIZE CA <br /> c� A OUTLET 18" AND SMALLER 24" AND LARGER <br /> 3 8. PROVIDE STEPS PER CITY OF EVERETT DETAIL 609. B CLEAN OUT 8" ID 10" ID <br /> 9. VAULT SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 3.2.3 FO VOLUME III OF THE 2014 STORMWATER MANAGEMENT MANUAL FOR G FOR STEPS SEE COE STANDARD DRAWING 609. C GATE SIZE 8" OPENING 12" OPENING <br /> WESTERN WASHINGTON. D AN 42'± 34't <br /> i 10. SIGN INDICATING CONFINED SPACE ACCESS LOCATION SHOULD BE PLACED UNDER EACH ACCESS MANHOLE PER OSHA REQUIREMENTS. O5 BAND STRAP WITH GASKET. <br /> F 11. STRUCTURAL REINFORCED CONCRETE WITH A MINIMUM OF 3,000 PSI SHALL BE USED FOR VAULT OR AS SPECIFIED BY STRUCTURAL O <br /> i ENGINEER. ALL CONSTRUCTION JOINTS TO BE FILLED WITH WATER STOPS. O6.SECURE RESTRICTOR TO CATCH BASIN WITH 8 GAUGE ALUMINUM STRAPS AND BOLT TO CATCH BASIN VAULT AND WALL STRUCTURAL PLANS AND <br /> o WALL WITH STAINLESS STEEL ANCHOR ONE STRAP ABOVE AND BELOW OUTLET REQUIRED, INTERMEDIATE �J <br /> L STRAPS REQUIRED FOR RESTRICTOR RISERS GREATER THAN 12' ABOVE OUTLET. CALCULATIONS ARE PART OF SEPARATE �am� <br /> 3 BUILDING PERMIT SUBMITTAL C-2.17 <br /> OFOR ALUMINUM ROD LIFT HANDLE ASSEMBLY PER COE STANDARD DRAWING 416. Know what's belowl <br /> °' Call before you digi <br />