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NOTES NOTES EVERETT SHOPS <br /> A. ROMAC,FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P.THREAD TO BE USED ON ALL MAINS 4"DIA 1. STAINLESS STEEL TAPPING SLEEVES SHALL HAVE <br /> AND LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES FULL CIRCLE SEAL. <br /> DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE. 2. ALL TEES AND VALVES TO BE WATER TESTED REDEVELOPMENT <br /> B. 2'BRASS NIPP .LE <br /> C. HEAVY DUTY 2"GATE VALVE WITH RESILIENT SEAT AND 2"OPERATING NUT.GATE VALVES SHALL BE'WATEROUS' BEFORE TAP. <br /> SERIES 2500 OR CITY APPROVED EQUAL CI of Everett Permit Review <br /> D. MUELLER H-15451N OR H-15428N OR APPROVED EQUAL.USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER 3. SIZE ON SIZE TAPS ALLOWED ONLY WITH MI L City <br /> �j WITH POLYETHYLENE TUBING.PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED,USE BRASS ELBOWS. TAPPING TEES.ALL OTHERTAPS SHALL BEAT EVERETT Status:Approved <br /> LEAST 2"SMALLER THAN THE EXISTING MAIN.at OH/OS/2023 11:1 S:ZS AM <br /> I K E. RESIDENTIALSERVICE Oo ® O <br /> 1.PROVIDE 2"POLYETHYLENE TUBING MEETINGTHE FOLLOWING REQUIREMENTS: o o o 4. BRAN CH LINE SHALL BE RESTRAINED AS IF <br /> a.AW WA C901. DEAD-END PER SECTION 5-13. <br /> b.ASTM D2737,SIDR 9(pe3608/4710). <br /> c.ASTM 3350-PE3608 OR PE4730. <br /> 2.PROVIDE A#10 AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR <br /> _ > DIRECT BURY. <br /> WA <br /> WIRE AROUNDTUBING,ONE WRAP PER FT,ITS ENTIRE LENGTH. <br /> Z b.SECURP E ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" <br /> j f OF THE OTHER END IN THE METER BOX. PLAN PLAN <br /> A O <br /> BALL F NON-RESIDENTIAL SERVICE <br /> H VALVE 1.PROVIDE 2"TYPE K COPPER TUBING MEETING ASTM Bea,ANSI/NSF 61&APPLICABLE IAPMO STANDARDS. <br /> G. BRASS ELBOWS&NIPPLES AS NEEDED. <br /> 13 CHECK H. METER SETTERS SHALL BE"FORD"70 SERIES COPPER SETT ER VBH77-12B-11-77 WITH HORIZONTAL INLET AND <br /> O VALVE W OUTLETAPPROVED EQUAL. <br /> ME <br /> I. METERERSHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS <br /> E%PENSE. <br /> 1. PROVIDE METER BOX BODY MANUFACTURED BY"RAVEN PRODUCTS,MODEL RMB-17-30-12",MOUSEHOLES CUT, <br /> D G G D u < WITH AASTHO H-20 RATED DUCTILE IRON FLUSH SOLID COVER LID OR EQUAL 0 0 <br /> F m K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. 0 <br /> L. ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505. <br /> E <br /> B C G D <br /> s ELEVATION ELEVATION <br /> 2"METERED WATER SERVICE B R I X T O N <br /> INSTALLED ON ASBESTOS CEMENT PIPE, INSTALLED ON ASBESTOS CEMENT PIPE, <br /> CAST IRON PIPE AND DUCTILE IRON PIPE. CAST IRON PIPE AND DUCTILE IRON PIPE. <br /> S E <br /> 9 _ ° CAST IRON MECHANICAL JOINT STAINLESS STEEL <br /> CITY OF EVERETT TAPPING TEE TAPPING SLEEVE CITY OF EVERETT <br /> e PUBLIC WORKS DEPARTMENT <br /> PUBLIC WORKS DEPARTM�EyNT o �... P �aM 119 PINE STREET,SUITE 400 <br /> ' scams iw�T uc�": ::1e o�oo/2ov 86 12/30/2016 <br /> SEATTLE, WA 98101 <br /> mm METERED WATER SERVICES z <br /> s= TAPPING TEES T 206.223.0326 <br /> 2" 502 514 www.migcom.com <br /> i r� PHASE 1 PERMIT <br /> 2 INCH METER I TEE CONNECTIONNT' n <br /> Q�ANf O <br /> A_ oFwAs�9� <br /> PARTS NOTES L <br /> 4 rn <br /> A. AWWAHYDRANTS NAND ARDS MATERIALS SHALL CONFORM TO 181. 18�� 1. CONCRETE SHALL BE CLASS 3000. � <br /> AW WA STANDARDS AND SHALL BE OF STANDARD <br /> MANUFACTURE(MUELLER SUPER CENTURION#250, 1 2. INSTALL 1/2"X4"EXPANSION STRIP AROUND HYDRANT. <br /> WATEROUS PACER#WB67,OR CITY APPROVED <br /> EQUAL). 3. GUARD POSTS SHALL BE 6'LONG,WIN DIAMETER 7-12-23 <br /> PRECAST CONCRETE OR 6'LONG,6"DIAM SCH 40, <br /> B. 5-1/4"VALVE MINIMUM. CONCRETE FILLED CLASS 52 STEEL PIPE.PAINTED WITH <br /> TWO COATS OF KELLY-MOORE LUXLITE Q.D.ALKYD CIVIL ENGINEER STAMP FOR EVERETT SHOPS <br /> 1-1,14" GLOSS ENAMEL#6100-516 CAT YELLOW OR CITY REDEVELOPMENT APPLIES TO SHEET SET UP <br /> MAX C. PORTS OPERATING NUT AND OAP NUT FOR 2-lh" APPROVED EQUAL. FOR CITY OF EVERETT AND WSDOT STANDARD <br /> g FROM GROAKE,UND <br /> NDLER FT PORTS. DETAILS SHOWN ON THIS SHEET. DESIGN OF <br /> FROM GROUND LEVEL <br /> D. NATIONAL STANDARD THREAD ON 2-1/2"PORTS. 4. TOP OFGUARD POST BE LEVEL WITH TOP OF STANDARD DETAILS IS BY CITY OF EVERETT OR <br /> PUMPER PORT. WSDOT PUBLIC WORKS OR AS NOTED ON <br /> E. 5'STORZ FITTING WITH NATIONAL STANDARD THREAD v DETAIL. <br /> ON THE 4-1/2"PORT. 2"CRUSHED S. VALVE MARKER POST SHALL BE 42"PORTABLE TRAFFIC <br /> SURFACING DELINEATOR POST W/TWO REFLECTOR STRIPS.THEY <br /> C F. IF HYDRANT RISES THROUGH CONCRETE,USE 2 TOP COURSE SHALL BE FURNISHED NEW AND UNUSED AND BURIED DATE: JANUARY 18 2023 <br /> E EXPANSION STRIP AROUND HYDRANT BARREL,PER STD 24"DEEP,TO LEAVE IS"EXPOSED AS A MARKER POST <br /> PLAN 509.IN ADDITION,INSTALLATION OF THE ELEVATION PLAN THE LETTER"V"AND THE DISTANCE TO THE VALVE <br /> HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR SHALL BE STENCILED ON THE POST WITH 2"HIGH <br /> EXCEED THE STANDARDS FOR INSTALLATION OF NUMERALS,WITH BLACK ENAMEL PAINT. REVISIONS, <br /> TRAFFIC SAFETY VALVE BOX AND EXTENSION PER PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT. 6. VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL 1 04/19/2023 PW2301-012 Revisions <br /> FEATURE BREAK-OFF FIRE HYDRANT CONCRETE PAD <br /> STANDARD DRAWING 505 VALVES LOCATED IN UNIMPROVED OR UNPAVED <br /> FLANGE,BREAK OFF G.PROVIDE FOR R STANDARD <br /> DDRAWING <br /> TRAFFIC PROTECTION WHEN 2 07/13/2023 PW2301-012 Revisions <br /> NUTS AND BOLTS NECESSARY PER STANDARD DRAWING 508. (SEE NOTES 1 AND 2) AREAS.VALVE MARKER POSTS SHALL E SET AS <br /> DIRECTED BY THE PUBLIC WORKS INSPECTOR IN A SAFE <br /> H. STEAMER PORT TO BE FACING STREET OR ROADWAY AND REASONABLY CONSPICUOUS LOCATION. <br /> FOR FIRE ENGINE ACCESS. <br /> 7. VALVE MARKER POSTS ARE NOT REQUIRED FOR <br /> 1/2 CU VD WASHED ROCK F J GUARD POST CONC HYDRANT PAD <br /> 1-112"DRAIN ROCK I. BREAK-OFF FLANGE TO BE 2"A"ABOVE GROUND 4 AUXILIARY HYDRANT VALVES. <br /> DUCTILE IRON TEE LEVEL <br /> RETAINER (MJxMJxFL)OR <br /> GLANDS TAPPING TEE(FL) J. INSTALL CONCRETE PAD AROUND HYDRANT IN�j 36" <br /> UNPAVED,SOD AND ASPHALT AREAS PER STANDARD DRAWING 508. <br /> 3 <br /> K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON <br /> / CLASS 52,ANY INTERMEDIATE JOINTS TO BE MJ WITH Q <br /> RETAINER GLANDS,OR FIELD LOCK GASKETS. <br /> L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS K <br /> OF HIGH GLOSS CATERPILLAR YELLOW,LUXLITE _ <br /> s 12"x 12"z 4„ #6100-516 0R"RUST-OLEUM"#7448 0R APPROVED <br /> CONIC BLOCK GATE VALVE EQUAL THE PORT CAPS WILL BE PAINTED BLACK. <br /> 9 (MJ Z FL) M.PROVIDE FOR A MINIMUM OF 3'CLEAR ZONE AROUND _ 36' <br /> 5 6 MIL PLASTIC SHEETING WRAP HYDRANT. , <br /> n UNDISTURBED EARTH <br /> ELEVATION PLAN u <br /> GUARD P057 <br /> CITY OF EVERETT CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT DRAWN BY: MK SS JZ <br /> W T� FIRE HYDRANT GUARD POSTS VALVE MARKER POST <br /> — V a s� """� " - 5/9/�018 (SEE NOTES 3 AND 4) sus xxem"- onTiC�nEun ""xne 130�2016 CHECKED BY: MD <br /> g a --'---- (SEE NOTES 5,6 AND 7) <br /> FIRE HYDRANT <br /> FIRE HYDRANT Jos No.: lezoa <br /> sd INSTALLATION 507 CONC.PAD,GUARD POSTS& 508p <br /> .� VALVE MARKER <br /> DETAILS <br /> SHEET NO.: <br /> 3 FIRE HYDRANT ASSEMBLY V1 6.7 <br />