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NOT TO SCALE
<br />X, Know
<br />what's below.
<br />_ Call
<br />r
<br />„ R I" METERED WATER SERVICE
<br />`— 2" CRUSHED
<br />SURFACING
<br />1 TOP COURSE
<br />ELEVATION PLAN
<br />FIRE HYDRANT CONCRETE PAD
<br />(SEE NOTES 1 AND 2)
<br />jI
<br />v-__L
<br />ELEVATION
<br />UAROPST
<br />GUARD POST
<br />FIRE "HYDRANT `GUARD POSTS
<br />(SEE NOTES 3 AND 4)
<br />NOTES
<br />A. ROMAC, FORD, OR MUELLER SERVICE SADDLE WITH C.C: THREAD TO BE USED ON FALL MAINS 4" ILIA. AND
<br />LARGER. ALL NEW TAPS ON EX15TING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES
<br />DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE
<br />B. CORPORATION STOP:
<br />3/4" OR 1" - FORT) F6600, OTC CITY APPROVED EQUAL
<br />C. FORD SERIES LAO-2-3 5 INL FOR 3/4" OR LA02-445 NL FOR V 13END F117I G (1/8 OR /4) FOR FLARE E x FLARE
<br />COPPER. PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOTALLO'WED, USE APPROPRIATE 1/4 OR 1/8 BENDS PER
<br />DOTE B ABOVE:
<br />D. USE MUELLER FI-15073 N INSTA;TITE FITTING OR CITY APPROVED, EQUAL FOR IPS PE PLASTIC PIPE X FEMALE
<br />COPPER FLARE THREAD
<br />E. RESIDENTIAL SERVICE:
<br />1. PROVIDE 3/4" OR 1" POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
<br />a. AWWA C901;
<br />b. A"STM D2239, SIDR 7, FOR ID IRON PIPE SIZE (IPS).
<br />c. ASTM 3350 - PE3609 OR PE4710.
<br />2, PROVIDE rA #10 AWG SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR
<br />DIRECT BURY.
<br />a, WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH.
<br />b, SECURE ONE ENE AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 1B" OF THE
<br />OTHER END IN THE METER BOX.
<br />F. NON-RESIDENTIAL SERVICE;
<br />1. PROVIDE 3/4" OR 1" TYPE K COPPER TUBING MEETING ASTM R8$, ANSI/NSF 61 &/APPLICABLE IAPMI
<br />STANDARDS.
<br />G. USE 1/4 OR 1/9 BEND BRASS STBEND WITH MUELLER H-15426 N INST,A-TITE FITTING OR CITY APPROVED `EQUAL
<br />FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD.
<br />11. 3/4` METER SETTER SHALL BE "A. f. MCDONALO" 62-212WWDD33-15 OR APPROVED EQUAL,
<br />1` METER SETTER SHALL BE "A.Y. MCD NALD" 2-415WWDD44n 5 OR CITY APPROVED EQUAL.
<br />L METERS SHALT. BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR
<br />CONTRACTOR EXPENSE,
<br />J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, FOR A 3/41' USE MODEL RME-1.1-13-1 ,
<br />FOR A 1" USE MODEL RMS-15-27-12", MOUSEHOLES CUT, WITH AASTHO FI-20 RATED DI FLUSH SOLID COVER
<br />LILT OR EQUAL.
<br />K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING,
<br />(IN
<br />CITY OF EVERETT
<br />µ, PUBLIC WORKS DEPARTMENT
<br />4 rnirsnss i , " ` „J":A a E r,� I",,,,.WRs }9 1B /201`A
<br />i
<br />METERED WATER SERVICESI
<br />3/4 "A 501
<br />CONC HYDRANT PAD
<br />VALVE MARKER POST
<br />(SEE NOTES 5,6 AND 7)
<br />r�ems :�"gil
<br />livi
<br />4 � J
<br />p
<br />NOT TO SCALE
<br />MOTES
<br />1. CONCRETE SHALL BE CLASS 3000,
<br />2. INSTALL 1/2"x4" EXPANSION STRIP AROUND HYDRANT,
<br />3, GUARD POSTS SHALL BE 6'' LONG, 91N DIAMETER
<br />PRECAST CONCRETEOR 6' LONG, 6" DIAM 5CH 40,
<br />CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED WITH
<br />TWO GOATS OF KELLY-MOORE LUXI.ITE O.D, ALKYD
<br />GLOSS ENAMEL #6100-516 CAT YELLOW OR CITY
<br />APPROVED EQUAL,
<br />4. TOP OF GUARD POST SHALLBE LEVEL WITH TOP OF
<br />PUMPER PORT,
<br />S. VALVE MARKER POST SHALL. BE 42" PORTABLE TRAFFIC
<br />DELINEATE R POST W/TWO REFLECTOR STRIPS, THEY
<br />SHALL BE FURNISHED NEW AND UNUSED AND BURIED
<br />24" DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST
<br />THE LETTER "V" AND THE DISTANCE TO THE VALVE
<br />SHALL BE STENCILED ON THE POST WITH 2" HIGH
<br />NUMERALS, WITH BLACK ENAMEL PAINT.
<br />6, VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL
<br />VALVES LOCATED IN UNIMPROVED OR UNPAVED
<br />AREAS. VALVE MARKER POSTS SHALL BE SET AS
<br />DIRECTED BY THE PUBLIC WORKS INSPECTOR IN A, SAFE
<br />AND REASONABLY CONSPICUOUS LOCATION.
<br />7, VALVE MARKER POSTS ARE NOT REQUIRED FOR
<br />AUXILIARY HYDRANT VALVES:
<br />paw
<br />CITY OF EVERETT
<br />4, 2UM.r PUBLIC, WORKS DEPARTMENT
<br />u "...
<br />Yn4i sass i2/80/2016
<br />FIRE HYDRANT
<br />5;.?, fi. "., .fl. i.x
<br />CONC. PAID, i IS UARIDLLPOSTS
<br />1/2 CU YID WASHED ROCK
<br />1 1/2"DRAIli ROCK
<br />NOT TO 6CALE
<br />a N - - a_ -0
<br />MAX RAKE, 1/4" PER FT
<br />FROM GROUND LEVEL
<br />TRAFFIC SAFETY
<br />FEATURE BREAK -OFF
<br />FLANGE, BREAK OFF
<br />NUTS AND BOLTS
<br />RETAINER
<br />GLANDS -
<br />12'"'x 12 " x 4"
<br />CONC BLOCK
<br />6 MIL PLASTIC SHEETING WRAP
<br />UNDISTURBED EARTH
<br />-- VALVE BOX AND EXTENSION PER
<br />STANDARD DRAWING 505
<br />C:,A HE VALVE
<br />(MJ x Fla)
<br />DUCTILE IRON TEE
<br />(MlxMJxFL) OR
<br />TAPPING TEE (FL)
<br />PARTS
<br />A. HYDRANTS AND ALL NU\TERIALS SHALL CONFORM TO
<br />AWWA STANDARDS AND SHALL BE OF STANDARD
<br />MANUFACTURE (MUELLER SNIPER CENTURION 42SO,
<br />WATEROUS PACER#WB67, OR CITY APPROVED
<br />€ UA QL
<br />B. 5-1/4" VALVE MINIMUM,
<br />C. 1-1/4" OPERATING NUT ACT CAP NUT FOR 2-1/2°"
<br />PORTS:
<br />D. NATIONAL STANDARD THREAD ON 2-1,/2`° PORTS,
<br />F 5" STORZ FITTING WITH NATIONAL STANDARD THREAD
<br />ON THE 4-1/2" PORT.
<br />F, IF HYDRANT RISES THROUGH CONCRETE, USE
<br />EXPANSION STRIP AROUND HYDRANT BARREL, PER STU
<br />PLAN 509. IN ADDITION, INSTALLATION OF THE
<br />HYDRANT ON PRIVA`tE PROP€RTY SHALL EQUAL OR
<br />EXCEED THE STANDARDS FOR INSTALLATION OF
<br />PUBLIC FIRE HYDRANTS IN,rHL CITY OF EVERETT.
<br />G, PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN
<br />NECESSARY PER STANDARD DRAWING ' 508
<br />H. STEAMER PORT TO BE FACING; STREET OR ROADWAY
<br />FOR FIRE ENGINE ACCESS.
<br />1. BREAK -OFF FLANGE TO BE 2"'4' ABOVE GROUND
<br />LEVEL.
<br />1. INSTALL CONCRETE AROUND HYDRANT IN
<br />UNPAVED, SOD AND ASPHALT AREAS PER STANDARD
<br />DRAWING 08,
<br />K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON
<br />GLASS 52, ANY INTERMEDIATE JOINT TO BE MJ WITH
<br />RETAINER GLANDS, OR FIELD LOCK GASKETS.
<br />L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS
<br />OF HIGH GLOSS CATERPILLAR'' YELLOW, LUXLITE
<br />#65100W516 OR "RUST-OLEUM" #7448 OR ,APPROVED
<br />EQUAL. THE PORT CUSPS WILL BE PAINTED BLACK.
<br />M. PROVIDE FOR A MINIMUM OF T CLEAR ZONE AROUND
<br />HYDRANT.
<br />60,1--1�CITY OF EVERETT
<br />PUBLICWORKS DEPARTMENT
<br />d
<br />'iShlk lk�.� Ai9i�'f4 „� PAtJI.�:�a16HE4P+i u•n "kliaf
<br />FIRE HYDRANT _
<br />INSTALLATION
<br />MOTES
<br />1.. ALL TEST COCKS MUST HAVE BRASS PLUGS,
<br />2, TEST COCKS MUST FACE UP OR SIDEWAYS WHICH
<br />EVER 15 MORE ACCESSIBLE;
<br />3. PROVIDE NON SLIP SURFACE ON ACCESS HATCH
<br />IF VAULT IS LOCATED IN PEDESTRIAN WALKWAY.
<br />PARTS
<br />A. Wig; 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 -1324-12L OR APPROVED
<br />EQUAL)
<br />C. IN TRAFFIC AREAS;
<br />ATRAFFIC LOADED BOAC 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 A4" MIN LAYER OF FREE DRAINING
<br />GRAVEL. AT THE BOTTOM OF BOX.
<br />E. ANGLES MAY BE IN OR CUT OF BOX; SO LONG AS
<br />SUFFICIENT ROOM IS ALLOWED AT EACH END FOR
<br />VALVE OPERATOR AND DCVA REPAIR OR
<br />MAINTENANCE.
<br />g CITY OF EVERETT
<br />� �2110PUBLIC DEPARTMENT
<br />DO
<br />Mvi,+ts,1s ;sea"` vntai"tiau.iiEei 1213Ci 2016
<br />IS LE CIE VALVE
<br />.,,
<br />ASSEMBLY 520
<br />(LAVA) FOR 2-1/2°" & SMALLER 3�RVI�E
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<br />Pr jqq Title:
<br />EVERETT
<br />Client:
<br />SANG 1
<br />14241 NE WOOD INVILLE®DUVALL ROAD, SUITE 135
<br />WOODINVILLE, WA 93072
<br />2180309.10
<br />0911S11?020
<br />;,heet Title:
<br />UTILITY NOTES AND
<br />DETAILS
<br />®esi2n&d by, Drawn by. Cbecked bVa
<br />T®W/RKJ T®W/T®S BEB
<br />DATE: September 14, 2020 FILENAME: Q:\201312130309\10®CIV\CAD\2130309-SH-UTIL.dwg
<br />
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