Laserfiche WebLink
CONSTRUCTION NOTES AND DETAILS <br />No GREENWOOD HEATING AND AIR <br />Know what'sb@IOW. PTN OF THE NE1/4 OF THE SW1/4 OF SEC. 231 <br />Call before you dig. <br />TWP. 28 NORTH, RGE. 4 EAST, W. M. <br />CITY OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />NOTES <br />A <br />ROMAC, FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P. THREAD TO BE USED ON ALL MAINS 4" DIA <br />AND LARGER. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES <br />DEPARTMENTATTHE DEVELOPERS OR CONTRACTORS EXPENSE. <br />B. <br />2" BRASS NIPPLE. <br />C. <br />HEAVY DUTY T' GATE VALVE WITH RESILIENT SEAT AND 2" OPERATING NUT. GATE VALVES SHALL BE"WATEROUS" <br />SERIES 2500 OR CITY APPROVED EQUAL. <br />D. <br />MUELLER H-15451N OR H-15428N OR APPROVED EQUAL. USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER <br />�j <br />WITH POLYETHYLENE TU BING. PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED, USE BRASS ELBOWS. <br />K <br />K <br />E. <br />RESI DENTIAL SERVICE <br />1. PROVIDE 2"POLYETHYLLNE TUBING MEEFING THE FOLLOWING REQUIREMENTS: <br />a. AWWAC901. <br />b. ASTM D2737, SIDR 9 (pe3608/4710). <br />c. ASTM 3350- PE3608 OR PE4710. <br />z <br />2. PROVIDE Aif10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR <br />> <br />DIRECT BURY. <br />i; <br />a. WRAP WIRE AROUND TUBING, ONE WRAPPER FT, ITS ENTIRE LENGTH. <br />z_ <br />b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 181, <br />0 <br />OFTHE OTHER ENDIN THEMETERBOX. <br />BALL <br />F <br />NON-RESIDENTIAL SERVICE <br />VALVE <br />1. PROVIDE 2" TYPE K COPPER TUBING MEETING ASTM B88,ANSI/NSF 61& APPLICABLE IAPMO STANDARDS. <br />G. <br />BRASS ELBOWS& NI PPLES AS N EEDED. <br />CHECK <br />H. <br />ME PER SETTERS SHALL BE "FORD" 70 SERIES COPPER SERER VBH77-12B-11-77 WITH HORIZONTAL INLET AND <br />VALVE <br />OUTLET OR APPROVED EQUAL. <br />I. <br />METER SHALL BE SUPPLIE D AN D INSTALLE D BY CITY UTILITIES DEPARTM ENT AT THE DWE LOPERS ORCONTRACTORS <br />EXPENSE. <br />J. <br />PROVIDE METER BOX BODY MANUFACTURED BY "HAVEN PRODUCTS, MODEL RMB-17-30-12", MOUSEHOLES CUT, <br />I l�.l G �0 m Q <br />ZJ > <br />WITH AASTHO H-20 RATED DUCTILE IRON FLUSH SOLID COVER DID OR EQUAL. <br />K. <br />PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. <br />u n <br />L. <br />ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505. <br />2" METERED WATER SERVICE <br />9" 6" MIN <br />1" 7" 1" <br />FINISHED GRADE IN <br />CUT SLOPE AREAS <br />• /s c4" <br />o .p <br />4 FINISHED GRADE IN <br />FILL SLOPE AREAS <br />ASPHALT <br />EXTRUDED CONCRETE CURB DETAIL <br />FOR ONSITE USE <br />4" CONCRETE WALK (BROOM FINISH) <br />WITH 6X6 — W1.4XW1.4 W.W.F. <br />PULVERIZED TOPSOIL <br />(TYPICAL LANDSCAPE AREA) <br />SLOPE TO 2" BELOW <br />THE TOP OF SIDEWALK--� <br />2" COMPACTED DEPTH CRUSHED <br />ROCK BASE COURSE <br />COMPACTED BASE TO 95% DENSITY <br />TYPICAL SECTION <br />ADJACENT TO DRIVES <br />NOTES <br />3 <br />5 <br />z <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />M. re`x"m"'i —,.—M,." —%. 0%3 067201, <br />METERED WATER SERVICES <br />2" 502 <br />PAVEMENT WIDTH " <br />L5% <br />" R 1" R <br />e G <br />d <br />a .. N <br />44 <br />d.. <br />_ 18" <br />r -1 <br />CURB AND GUTTER <br />NOT TO SCALE <br />1" RADIUS ON EDGE <br />-ADJACENT PAVEMENT <br />A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN <br />CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. <br />B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. <br />C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. <br />ON —SITE CONCRETE SIDEWALK W/6" RAISED CURB <br />NOT TO SCALE <br />3 <br />PLAN <br />I I <br />NOTES <br />1. ALL TESL COCKS MUST HAVE BRASS PLUGS. <br />2. TEST COCKS MUST FACE UP OR SIDEWAYS WHICH <br />EVER IS MORE ACCESSIBLE. <br />3. PROVIDE NON -SUP SURFACE ON ACCESS HATCH <br />IF VAULT 15 LOCATED IN PEDESTRIAN WALKWAY. <br />PARTS <br />A. WA STATE APPROVED DOUBLE CHECK VALVE <br />ASSEMBLY. <br />B. IN NON TRAFFIC AREAS USE: <br />PRECAST CONCRETE VAULT (UTILITY VAULT CO <br />233-LA, OR APPROVED EQUAL( OR PLASTIC VALVE <br />BOX (UTILITY VAULT CO 132412L OR APPROVED <br />EQUAL) <br />C. IN TRAFFIC AREAS: <br />A TRAFFIC LOADED BOX MUST BE USED AND <br />LOCATION APPROVED BY THE THE CITY OF <br />EVERETT PRIOR TO INSTALLATION. <br />D. IF A DAYLIGHT DRAIN CANNOT BE PROVIDED THERE <br />MUST BE A 4" MIN AYE OF FREE DRAINING <br />GRAVEL AT THE BOTTOM OF BOX. <br />E. ANGLES MAY BE IN OR OUT OF BOX SO LONG AS <br />SUFFICIENT ROOM 15 ALLOWED AT EACH END FOR <br />VALVE OPERATOR AND DCVA REPAIR OR <br />MAINTENANCE. <br />CITY OF EVERETI <br />OI <br />PUBLIC WORKS DEPARTMEN' <br />rou"`LC"uEun "..� 2/3 10/A <br />DOUBLE CHECK VALVEe <br />ASSEMBLY 520 <br />I RECORD DRAWING I <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 11/18/2024 <br />Permit Inspector <br />FLOW <br />1 J L3- <br />� l <br />GROUT <br />24" MIN —- <br />CLEARANCE <br />FROM ALL PLAN <br />APPURTENANCES <br />FLI <br />FLOW <br />TYPE 2 CATCH BASIN _ <br />Sd"DIA MIN <br />ELEVATION <br />DETAIL "A" TYPICAL RESTRICTOR INSTALLATION <br />NOTES <br />L INSTALLCATCH BASINTOP, FRAME,GRATEAND <br />SECTIONS SO THAT LIFT GATE IS VISIBLE <br />THROUGH OPENING AND STEPS CLEAR INLET <br />AND 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 IS <br />REQUIRED IF INSTALLATION IS NOT IN PAVED <br />AREA OR IS NOT TO FUNCTION AS A CATCH <br />BASIN. <br />3. RESTRICTOR ASSEMBLY SEE STANDARD <br />DRAWING 416. <br />4. FOR STEPS SEE STANDARD DRAWING 609. <br />5. BAND STRAP WITH GASKET. <br />6. SECURE RESTRICTOR TO CATCH BASIN WITH 8 <br />GAUGE ALUMNUMSFRAPSANDBOLTTO <br />CATCH BASIN WALL WITH STAINLESS STEEL <br />ANCHOR BOLTS. ONE STRAP ABOVE AND BELOW <br />OUTLET REQUIRED, INTERMEDIATE STRAPS <br />REQUIRED FOR RESTRICTOR RISERS GREATER <br />THAN 1T ABOVE OUTLET. <br />7. FOR ALUMINUM ROD LIFT HANDLE ASSEMBLY <br />SEE STANDARD DRAWING 416. <br />EVERETT PUBLIC WORKS <br />WASHINGTON DEPARTMENT <br />MMIN&II". `>nu wig"..r., "wkH iz/a6/z01' <br />TYPICAL RESTRICTOR <br />INSTALLATION 415 <br />8" <br />ELE <br />ELBOW RESTRICTOR <br />PLAN VIEW <br />FLOW CONTROL STRUCTURE <br />4" <br />MIN <br />COUPLING <br />6" MAX. <br />REMOVABLE WATER —TIGHT <br />PLATE WELDED TO ELBOW <br />WITH ORIFICE AS SPECIFIED <br />FLOW RESTRICTOR ELBOW DETAIL <br />NOT TO SCALE NOT TO SCALE <br />546.66 <br />RIM EL = 546.80 (f) <br />SECONDARY INLET PER <br />DETAIL THIS SHEET <br />544.89 <br />RISER OVERFLOW EL = 344:£7- <br />MAX WS <br />4 <br />•a <br />EL=544.67 <br />4" ELBOW, SEE DETAIL <br />EL = 543.42-543.04 <br />ORIFICE DIA. = 1.10" <br />CLEANOUT SHEARGATE <br />HANDLE TO BE HUNG <br />FROM LADDER FOR <br />EASIER ACCESS. HANDLE <br />MUST BE ACCESSIBLEFROM <br />4" ELBOW, SEE DETAIL <br />THE SURFACE <br />4. WITHOUT ENTERING THE <br />EL = 541.92541.46 <br />ORIFICE DIA. = 0.50" <br />STRUCTURE. <br />PIPE SUPPORTS: <br />3"xO.090 GAGE <br />; <br />BOLTED OR IMBEDDED <br />' <br />2" IN WALL 0 MAX. <br />3'-0" SPACING (MIN. <br /><: <br />12" SO <br />ONE SUPPORT) <br />CLEANOUT GATE: <br />8"DIA. SHEAR <br />° <br />IE=538:32538.86 <br />GATE <br />12" RISER PER DETAIL NO. 416 <br />2' MIN. <br />Z <br />N <br />RESTRICTOR PLATE <br />WITH ORIFICE, <br />DIA. = 0.60 <br />IE=636:92 536.16 <br />54" DIAMETER FLOW CONTROL STRUCTURE <br />�N]ii�i.Y9_I�a <br />ELBOW STANDPIPE WALL <br />/ STUBWELDED <br />TO STAND PIPE <br />INVERT ELEV PER PLANS <br />ORIFICE PLATE WELDED BAND ELBOW TO STUB <br />TO STUB. ORHICE WITH REMOVABLE WATER <br />MACHINE -CUT TIGHT COUPLING <br />ALL PARTS TO BE R-6061-T6 ALUMINUM <br />DETAIL "A" SECONDARY ORIFICE <br />0 <br />ALUMINUM ROD <br />LIFT HANDLE <br />ASSEMBLY <br />STAINLESSSTEEL <br />BOLTS WITH ALL 1/4" R-6061-T6 <br />LOCKING NUTS ALUMINUM <br />LIFT GATE & PIPE, <br />SEE DETAIL "B" — 8" OR 12", FOR SIZE <br />/ SEE DETAIL"B" <br />INVERT <br />I WELD GATE <br />ASSEMBLY TO PIPE <br />LIFT GATE SHALL BE CONSTRUCTED OF: <br />1/4" R-6061-T6 ALUMINUM WITH CLOSED CELL <br />NEOPRENE PER ASTM 1056-67 CHEMICAL <br />RESISTANT (OIL & GREASE), OZONE RESISTANT, -20° <br />TO 190' F SERVICE TEMPERATURE <br />DETAIL "C" LIFT GATE ASSEMBLY & GATE DETAIL <br />ORIFICE INVERT EL= I 1 <br />DIA= <br />DETAIL"A" / <br />m <br />ALUMINUM LIFTGATE <br />O <br />D" <br />DETAIL 'C" <br />— <br />INVERT ELEV PER PLANS 6.. <br />ZR" AIIAI <br />J <br />a <br />W <br />0 <br />0 <br />" <br />Z <br />LU <br />Z <br />Z <br />U <br />W <br />W <br />m <br />dp <br />Q <br />N <br />U <br />V+ <br />U <br />Z <br />m <br />0 <br />I <br />M <br />\ <br />O <br />o <br />Z <br />POND OVERFLOW. PROVIDE VERTICAL BARS <br />IN FRAME 0 4" O.C. <br />SECONDARY INLET DETAIL <br />JP14:TIPPlL4E <br />OPTIONAL NOTCH WEIR ORIFICE <br />EL=, LENGTH= <br />RESTRICTOR UNIT SHALL BE <br />CONSTRUCTED OF CORRUGATED <br />ALUMINUM PIPE ALCLAD 3004-H34, <br />ASSHTO M 197-82(1986) OR EQUAL. <br />GALVANIZED STEEL WILL NOT BE <br />PERMITTED. <br />INVERT ELEV PER PLANS <br />RESTRICTOR PLATE WITH ORIFICE <br />DIA= <br />DIM <br />DESCRIPTION <br />SIZE <br />A <br />OUTLET <br />18" AND SMALLER <br />24" AND LARGER <br />B <br />CLEAN OUT <br />8" ID <br />10" ID <br />C <br />GATESIZE <br />8"OPENING <br />12"OPENING <br />D <br />ANGLE <br />42-± <br />34°± <br />DETAIL "B" TYPICAL RESTRICTOR ASSEMBLY <br />EVERETT PUBLIC WORKS <br />WASHINGTON DEPARTMENT <br />ma`. s:. Asa„i.� �w wiweun wne" 3/08/2017 <br />LIFT GATE ASSEMBLY & <br />SECONDARY ORIFICE DETAIL 416 <br />LV <br />Q <br />a <br />N <br />Z <br />CID <br />O) <br />0 <br />Q <br />W <br />W0� <br />2 <br />Q <br />a <br />U <br />Q <br />W <br />0 <br />� <br />0) <br />r <br />OD <br />z <br />U <br />W <br />Uj <br />W <br />0 <br />0 <br />C <br />z <br />z <br />N <br />o <br />N <br />m <br />n <br />u <br />� <br />" <br />o <br />G <br />Y <br />U <br />p <br />O <br />U <br />< <br />S <br />V <br />E <br />V <br />C <br />>` <br />FA <br />O <br />Im <br />C <br />� <br />� <br />LU <br />N <br />a) <br />M <br />aOF1N <br />M <br />IN <br />N <br />N <br />>Q <br />IN <br />of <br />> <br />j <br />ar <br />C <br />In <br />+r <br />N <br />MO <br />N <br />N <br />m <br />U <br />CrO <br />J3 <br />z <br />CIO <br />N <br />o <br />N <br />�' <br />r <br />r <br />V <br />MOW <br />U <br />0J <br />N <br />00 <br />N <br />N <br />N <br />\ <br />