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WATERMAIN EXTENSION PLAN <br /> nSEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. <br /> Know what's below. FLU <br /> Call before you dig. <br /> o LU <br /> 2 U U S U <br /> Gl 2 Z lf) <br /> NOTES PARTS z && J V <br /> 0 0 <br /> A. ROMAC,FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P.THREAD TO BE USED ON ALL MAINS 4"DIA A. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO65 <br /> AND LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES AWWA STANDARDS AND SHALL BE OF STANDARD z <br /> DEPARTMENT AT TH E DEVELOPERS OR CONTRACTORS EXPENSE. MANUFACTURE(MUELLER SUPER CENTURION#250, �z z Zi Zi i W <br /> B. 2"BRASS NIPPLE. WATEROUS PACER#WB67,OR CITY APPROVED U U N N Q Q O O <br /> C. HEAVY DUTY 2"GATE VALVE WITH RESILIENT SEAT AND 2"OPERATING NUT.GATE VALVES SHALL BE"WATEROUS" EQUAL). ¢ a z.¢m <br /> SERIES 2500 OR CITY APPROVED EQUAL. <br /> D. MUELLER H-15451N OR H-15428N OR APPROVED EQUAL.USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER B. 5-1/4"VALVE MINIMUM. w o c w w <br /> WITH POLYETHYLENE TUBING.PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED,USE BRASS ELBOWS. W LL.I <br /> C. 1-1/4"OPERATING NUT AND CAP NUT FOR 2-1/2" <br /> K E. RESIDENTIAL SERVICE MAX RAKE,1/4"PER FT PORTS. N <br /> 1.PROVIDE 2"POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS: B <br /> a.AWWA C901. FROM GROUND LEVEL n <br /> D. NATIONAL STANDARD THREAD ON 2-1/2"PORTS. i .0000. Ir <br /> m LU <br /> b.ASTM D2737,SIDR 9(pe3608/4710). a <br /> c.ASTM 3350-PE3608 OR PE4710. E. 5"STORZ FITTING WITH NATIONAL STANDARD THREAD Q <br /> z ON THE 4-1/2"PORT. S S S S 2.PROVIDE A#10 AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR I m m � to <br /> > DIRECT BURY. C F. IF HYDRANT RISES THROUGH CONCRETE,USE w Jn <br /> L J o a.WRAP WIRE AROUND TUBING,ONE WRAPPER FT,ITS ENTIRE LENGTH. E s o 0 0 0 <br /> �+ EXPANSION STRIP AROUND HYDRANT BARREL,PER STD m <br /> z b.SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE MINIMUM OF 18" PLAN 509.IN ADDITION,INSTALLATION OF THE <br /> A o OF THE OTHER END IN THE METER BOX. HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR <br /> U EXCEED THE STANDARDS FOR INSTALLATION OF \ \ \\\ <br /> z BALL F NON-RESIDENTIAL SERVICE TRAFFIC SAFETY PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT. N a y m m N $ <br /> H VALVE 1.PROVIDE 2"TYPE K COPPER TUBING MEETING ASTM 888,ANSI/NSF 61&APPLICABLE IAPMO STANDARDS. I FEATURE BREAK-OFF VALVE BOX AND EXTENSION PER <br /> - STANDARD DRAWING 505 <br /> FLANGE,BREAK OFF G. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN <br /> G. BRASS ELBOWS&NIPPLESAS NEEDED. NUTSAND BOLTS NECESSARY PER STANDARD DRAWING 508. m v,O M N <br /> CHECK H. METER SETTERS SHALL BE"FORD"70 SERIES COPPER SETTER VBH77-12B-11-77 WITH HORIZONTAL INLET AND <br /> O D VALVE W OUTLET APPROVED HALL BE H. STEAMERPOR TO BE FACING STREET OR ROADWAY <br /> \ \�// ���%\% T <br /> I. METER SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS � FOR FIRE ENGINE ACCESS. <br /> EXPENSE. <br /> J. PROVIDE METER BOX BODY MANUFACTURED BY"RAVEN PRODUCTS,MODEL RMB-17-30-12",MOUSEHOLES CUT, 1/2 CU YD WASHED ROCK F 1 I. BREAK-OFF FLANGE TO BE 2"-4"ABOVE GROUND <br /> D G <br /> WITH AASTH0 H-20 RATED DUCTILE IRON FLUSH SOLID COVER LID OR EQUAL. 1-1/2"DRAIN ROCK <br /> G m > DUCTILE IRON TEE LEVEL. LO <br /> K. PIACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. } <br /> F RETAINER (M1xM1xFL)OR <br /> L. ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505. \\ GLANDS TAPPING TEE(FL) J. INSTALLCONCRETE PAD AROUND HYDRANT IN W <br /> UNPAVED,SOD AND ASPHALT AREAS PER STANDARD <br /> B C G D E \% \ DRAWING 508. W <br /> K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON ~ O T <br /> CLASS 52,ANY INTERMEDIATE JOINTS TO BE MI WITH 0 1 <br /> \\\ \ RETAINER GLANDS,OR FIELD LOCK GASKETS. O co <br /> 2 2 \%�� \\ L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS K �R <br /> 2"METEREDWATERSERVICE OF HIGH GLOSS CATERPILLAR YELLOW,LUXUTE V W Q N <br /> #6100-516 OR 12"x 12"x4" EQUAL.THE PORT CAPS WILLBE PAINTED BLACK. Z � m <br /> CONC BLOCK GATE VALVE <br /> x x (MJx FL) M.PROVIDE FOR AMINIMUM OF 3'CLEAR ZONE AROUND W <br /> 0 ` <br /> 0 0 6 MIL PLASTIC SHEETING WRAP HYDRANT. Z N <br /> n n UNDISTURBED EARTH Q T C '` <br /> CITY OF EVERETT o CITY OF EVERETT <br /> LIW 2 v� <br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT (Q '�. LL Z <br /> 101M.— __1RB w &rnx w.'m"'^ 101M.— <br /> � 03�06�2017 �� Sf9�2018 O <br /> METERED WATER SERVICES "�eetiww. FIRE HYDRANT E5O <br /> NU <br /> 2" 502 !s> INSTALLATION oD <br /> NOTES NOTES PARTS <br /> 1. STAINLESS STEELTAPPING SLEEVES SHALL HAVE 1. TEE AND GATE VALVE REQUIRED ON MAIN. A. UL-FM LISTED SOFTSEATED WA STATE APPROVED aa\tJ H. F <br /> FULL CIRCLE SEAL. REDUCED PRESSURE BACKFLOW ASSEMBLY Q�'pF WASy�y <br /> 2. ALL TEST COCKS MUST HAVE BRASS PLUGS. INCLUDING:2-O.S.&Y RESILIENT SEATED GATE <br /> 2. ALL TEES AND VALVES TO BE WATER TESTED VALVES,AND TEST COCKS. zm <br /> BEFORE TAP. z 3. MAXIMUM HEIGHT OF ASSEMBLY IS FIVE FEET <br /> 6" UNLESS AN OSHA APPROVED PLATFORM IS B. UNI-FLANGE WITH SETSCREWS OR MJ x FL <br /> 3. SIZE ON SIZE TAPS ALLOWED ONLY WITH MJ v PROVIDED. ADAPTOR WITH MEGA LUG OR GALVANIZED P 42766 2 <br /> TAPPING TEES.ALL OTHER TAPS SHALL BEAT SHACKLE TO MAIN WITH 2-3/4"RODS,OR MJ �'`F 9F�1 S 10, <br /> LEAST 2"SMALLER THAN THE EXISTING MAIN. 4. MINIMUM INSIDE VAULT HEIGHT I578",OR AS RETAINER GLANDS. `rS70N F.�G\ <br /> oDo APPROVED BY THE CITY UTILITIES DEPARTMENT. AL <br /> o�a <br /> 4. BRANCH LINE SHALL BE RESTRAINED AS IF A C. PRECAST CONCRETE ENCLOSURE WITH STEEL 2 24 23 <br /> DEAD-END PER SECTION 5-13. 5. MAXIMUM HEIGHT OF ASSEMBLY FROM FLOOR IS ACCESS HATCH(AS MANUFACTURED BY UTILITY <br /> z FIVE FEET UNLESS AN OSHA APPROVED PLATFORM GVAULT ROUND <br /> INS AL APPROVED D L:BE P).ABOVE c c - <br /> � IS PROVIDED. GROUND INSTALLATIONS WILL:BE PROVIDED WITH <br /> 776'-6'x36"STEEL DOOR FOR ACCESS,THE EXTERIOR <br /> 6. ALL DIMENSIONS ARE MINIMUM CLEARANCE WILL BE PAINTED WITH AN APPROVED PAINT, H g 2 i <br /> REQUIREMENTS. PROVIDED WITH SUFFICIENT INSULATION TO <br /> PREVENT FREEZING AND SITE WILL BE PROVIDED s <br /> 7. ASSEMBLY REQUIRES CERTIFICATION UPON WITH A 6'HIGH SECURITY FENCE WITH PEDESTRIAN <br /> PLAN PLAN A INSTALLATION AND RECERTIFICATION ANNUALLY BY AND VEHICLE GATES.SEMI-BURIED INSTALLATIONS u <br /> OWNER. WILL:BE PROVIDED WITH OSHA APPROVED S m <br /> PLAN LADDER.INSTALLED IN SUCH A WAY AS TO NOT <br /> INTERFERE WITH INSTALLED EQUIPMENT u <br /> MAINTENANCE.PROVIDE NON-SLIP SURFACE ON Q <br /> ACCESS HATCH IF VAULT LOCATED IN PEDESTRIAN 2 <br /> WALKWAY. 5 a <br /> A D. DUCTILE IRON PIPE(SIZED AS REQUIRED)CLASS 52. <br /> V <br /> ® ® ® E. WATERTIGHT GROUT SHALL BE USED IN ALL VAULT C <br /> ®O® PENETRATIONS. <br /> �c " <br /> ® ® ® F. 2-GALVANIZED ADJUSTABLE PIPE SUPPORTS FOR <br /> 1/2"DIA AND LARGER PIPE. a, N _ <br /> 7 L <br /> B G. GRAVEL FOUNDATION AS REQUIRED. = TO LI <br /> "� q m <br /> H. DRAIN SHALL BE INSTALLED WITH APPROVED AIR q N <br /> B GAP(SEE STD 519)AND BE ABLE TO BE BORE LU c N <br /> ELEVATION ELEVATION H SIGHTED TO DAYLIGHT WHICH MUST BE ABOVE C 0)M <br /> 100 YEAR FLOOD LEVEL.DRAIN WILL BE SIZED SO O <br /> ASTO PROVIDE FREE GRAVITY DRAINAGE OF MAX = QCIDN <br /> i DISCHARGE OF RELIEF VALVE PORT. M :01 <br /> 01 N <br /> INSTALLED ON ASBESTOS CEMENT PIPE, INSTALLED ON ASBESTOS CEMENT PIPE, 5L 3 N <br /> SLOPE OPE I. 3"MIN CLEARANCE FROM UNDERSIDE OF VAULT U) I-, <br /> i0 <br /> H (V <br /> w w .. <br /> CAST IRON PIPE AND DUCTILE IRON PIPE. CAST IRON PIPE AND DUCTILE IRON PIPE. s G� �rL <br /> LID TO STEM OF OS&Y WHEN FULLY OPEN. M C F4 C L <br /> o0 0°�0 �oro�68e soa�8o U W Y <br /> `s � <br /> a CAST IRON MECHANICAL JOINT STAINLESS STEEL F <br /> TAPPING TEE TAPPING SLEEVE CITY OF EVERETT o o CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT E G D PUBLIC WORKS DEPARTMENT <br /> 2. 1-Inuil—L "_"" 12302016 wx "'•"&au V- `"'UM "'"'NRB "'•••."• <br /> 2 joojw-^ x REDUCED PRESSURE o9z4zo18 <br /> se TAPPING TEES µ514 Ism ELEVATION BACKFLOW ASSEMBLY 518 <br /> (RP A)ALL SIZES <br /> i <br /> City of Everett Permit Review N <br /> E <br /> Ev_ERE7T Status:Revisions Approved C o 0 <br /> 05/18/2023 3:05:46 PM ' N N T <br /> lJ <br />