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PEREZ SP <br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . Z <br /> 0 <br /> IL <br /> d <br /> N <br /> I w <br /> NOTES NOTES <br /> A. ROMAC,FORD,OR MUELLER SERVICE SADDLE WITH C.C.THREAD TO BE USED ON ALL MAINS4"DIA.AND 1. STAINIEE STEELTAPPINGSIEEVES SHALL HAVE <br /> LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES FULL L SS STEAL <br /> DEPARTMENTATTHE DEVELOPERS OR CONTRACTORS EXPENSE <br /> B. CORPORATION STOP: 2. ALL TEES AND VALVES TO BE WATER TESTED w <br /> 3/4"OR V-FORD FB600,OR CITY APPROVED EQUAL BEFORE TAP. Q <br /> 0 <br /> 3. SIZE ON SIZE TAPS ALLOWEDONLYWITHMI <br /> 1 I K C. FORD SERIES LAO-2-33S NL FOR 3/4'OR LA02-4S-NL FOR I"BEND FITTING(1/8 OR 114)FOR FLARE x FLARE TAPPING TEES.ALL OTHER TAPS SHALL BEAT a a <br /> COPPER.BABOVE PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED.USE APPROPRIATE I(40R 1/8 BENDS PER <br /> NOTE <br /> BAB LEAST 2"SMALLER THAN THE EXISTING MAIN. LY N oQo ® oO <br /> _- D- USE MUELAR H-15073 N INSTA-TIR 4.BRA NCH LINE SHALL BE RESTRAINEDAS IF A <br /> E FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE DEAD-END PER SECTION 5-13. Y••• ,� <br /> - COPPER FLARE THREAD. '�. <br /> E. RESIDENTIAL SERVICE:. ya�•• a �_ <br /> 1. PROVIDE 3/4"OR1-POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS: <br /> AWWA C901. <br /> ASTM 3350-P _• <br /> b.ASTM D2239,SIDR 1,FOR ID IRON PIPE SIZE(IPS). PLAN �JY••••• <br /> E3608 OR PE4710. PLAN r@ <br /> ^ .. <br /> 2. PROVIDEA810AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR So <br /> DIRECT <br /> DIRECT BURY. <br /> [ '8' H I'~ a.WRAP WIRE AROUND TUBING,ONE WRAP PER FT,ITS ENTIRE LENGTH. <br /> b.SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINI MUM OF I8"OF THE <br /> OTHER END IN TH E METER BOX. <br /> A <br /> F. NON-RESIDENTIAL SERVICE: <br /> ® <br /> 1. PROVIDE 3/4"ORI"TYPEKCOPPER TUBING MEETING ASTM B88,ANSI/NSF 61&APPLICABLE IAPMO O O <br /> STANDARDS ®O <br /> E F G < G. USE I/40R 1/B BEND BRASS Si BEND WITH MUELLER H-1542fiNIN5TA <br /> FOR -TITE FIRING OR CITY APPROVED EQUAL O O O <br /> O IPS-PE PLASTIC PIPE IRON PIPE THREAD. Ii <br /> D Z <br /> H. 3/4"METER SETTER SHALL BE'A.Y.MCDONALD"62-212VVWDD33-15 OR APPROVED EQUAL. <br /> I"METER SETTER SHALL BE WY,MCDONALD"62415W WDD44-15 OR CITY APPROVED EQUAL 3 j i_ <br /> y B <br /> § LL <br /> I. METERS SHALL BE SUPPLIED AND INSTALLED By CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR ELEVATION AT - <br /> CONTRAROft EXPENSE. ELEVATION ION - <br /> J. PROVIDE METER BOX BODY MANUFACTURED BY"RAVEN PRODUCTS,FOR A3/4"USE MODEL RMB-11.18-12, <br /> 3/4"OR 1"METERED WATER SERVICE FOR A 1"USE MODEL RMB-15-27-12",MOUSEHOLES CUT,WITH AASTHO H-20 RATED DI FLUSH SOUD COVER < <br /> ID OR EQUAL. 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. Q K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. <br /> CAST IRON MECHANICAL JOINT STAINLESS STEEL <br /> CITY OF EVERETT TAPPING TEE TAPPING SLEEVE CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT <br /> °°PA ssT. .o« —a M1872017 a r.ewr T <br /> „" "' tea^° 12]3072016 <br /> METERED WATER SERVICES <br /> 3/4"&1" 501 TAPPING TEES .14 <br /> Q DO <br /> 0>O�N <br /> 5� <br /> NOTES <br /> 0 <br /> 1. W=MAXIMUM WIDTH OF TRENCH.FOR PIPES IS"OR <br /> N <br /> DIA W=40".FOR PIPES 18'OR GREATER W=1.5% <br /> W <br /> LESS IN <br /> EXISTING 6 5 ] 8 y I.0.+18".PIPE MUST BE CENTERED IN TRENCH, <br /> PAVEMENT <br /> 6" 2. ALTERNATE SLOPING TRENCH WALL TO MEET O.S.HA. V <br /> REQUIREMENTS(NO SLOPES STEEPER THAN I:I EXCEPT z <br /> rIB MIN FOR ROCKI. <br /> � 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL <br /> -'II_ _ BORROW AS DIRECTED.COMPACT TO 90%MAXIMUM <br /> I-I q I'II I I I 11—I�I III I(I—I I DENSITY. W W <br /> III I-III- '^ LIT—III. I� 4. FOUNDATION GRAVEL IF REQUIRED BYTHE ENGINEER TO �Z <br /> yF W <br /> n I`I(I I �'- // 1 REPLACE UNSUITABLE MATERIAL.SHALL BE FOUNDATION <br /> N I I,III III_ / MATERIAL CUSS A,B OR AS APPROVED BY THE O W <br /> ca) <br /> COMPACTION ENDNEER. Z <br /> p� 2 �{� PROVIDE UNIFORM SUPPORT UNDER PIPE <br /> S. IF DIRECTED BY THE ENGINEER THE TOP THREE TO FIVE <br /> PROVID FEET OF BACKFILL SHALL REIMPORTED GRAVEL BORROW <br /> OR SUITABLE NATIVE MATERIAL COMPACTED T095% <br /> 3 I I I BEDDING MATERIALS IPE HAUNCHES FOR ALL MAXIMUM DENSITY. <br /> III— 6. SEE CITY OF EVERETTSTANDARD DWG 326 FOR <br /> ALL I� LIFTS NOT ITO EXCEED 12 INCHES BEFORE <br /> IN PAVEMENT PATCH DETAILS. <br /> COMPACTION UNLESS" BY THE 7. VERTICAL TRENCH WALLS WITH SHORING TO CONFORM Z <br /> 0 a <br /> ENGINEER DUE TO THE CHARACTER OF THE TO O.S.X.A REGULATIONS. F <br /> T III-' MATERIAL AND THE COMPARING EQUIPMENT. g SO <br /> BGRADE OR GROUND SURFACE IN NON-PAVED AREAS. CO Z <br /> UPPER LIMIT OF COMPACT BEDDING MATERIAL PT DIRECTLY <br /> g EXCAVATED NATIVE MATERIAL OR STOCKPILED BACKFILL O = <br /> PIPE ZONE MAXIMUM TAMDEN PONLY.ITY MECHANICAL <br /> OVER MATERIAL. n <br /> B COMPACTION <br /> O P ONLY.MECHANICAL r Q W <br /> NTBEGIN OF BACK FILL MATERIAL SHALL V! �� J) Yq <br /> NOT BEGIN UNTIL THE DEPTH OFCOMPACTED 10.FOR.ALLTflENCHING TRANSVERSE TO THE ROADWAY v! <br /> MATERIALS SACKFUL MATERIAL IS 2 FEET ABOVE THETOP SACKFILL A80VE TXE PIPE ZONE SHALL BE CONTROLLED <br /> OF PIPE. DENSITY FILL SEE SECTION 3-9.6&3.20.1 OF THESE N Z W PIPE BEDDING MATERIAL SHALL BE STANDARDS. <br /> yyy CRUSXEDSURFACING BASE COURSE d EACH LIFT SHALL BE MECHANICALLY ^1 O 0 <br /> OFTHENFORMINGCARD SPECIFICATIONS <br /> 9.TIONS) I I COMPACTED TO THE REQUIRED DENSITY PRIOR 11,FOR UTILITY CUTS SUCH AS GAS,TELEPHONE,POWER, `V U Z <br /> OF THE STgNDARD SPECIFICATIONS TO PLACING SUBSEQUENT LIFTS OF SACKFILL AND CABLE N LONGITUDINAL TO THE ROADWAY, W W <br /> CONSTRUCTION WSDOT/APWA.FOR ROAD,BRIDGE AND IPAL I-III COMPACTION TESTIS SHALL BE AS REQUIRED BY SECTION 3-9S SHI`OF THEEBE TSTANDARDS SIN FILL SEE , \ W O <br /> OVER EXCAVATION AND PLACEMENT J,—I THE CRY ENGINEER,BUT IN NO CAE LESS THAN /Uj � W Z Q' <br /> OF FOUNDATION MATERIAL,IF -III 2 TESTS EVERY 200 FEET OF TRENCH(ONE AT , a LL 0 O <br /> REQUIRED SHALL BE FOUNDATION 1=I LOWER IMIT SUBGIIAOE AND ONE AT 50%OF TRENCH ® Q Z <br /> — OF,PER <br /> 20NE (- <br /> RMATERIALEQUIRED CLASS UA OR BDEPTH). 40 <br /> CONFORMING TO SECTION 9-03.17 '_III - O N <br /> OF ME STANDARD SPECIFICATIONS IN PLACE DENSITY AND MOISTURE CONTENT <br /> FOR ROAD,BRIDGE AND MUNICIPAL <br /> —III W(EE NOTED 4 WILL BE DETERMINED USING NUCLEAR Know what's below. CJ a <br /> CONSTRUCTION WSDOT/APWA. METHOD,ASTM 2922-71. `. R E T T PUBLIC WORKS Call two business <br /> LABORATORY MAXIMUM DRY DENSITY AND E S HI DEPARTMENT <br /> BT days before you dig. <br /> °F OPTIMUM MOUSING THENTENT ODIFIE PROL BE — <br /> DETERMINED USING THE MODIFIED PROCTOR <br /> METHOD IN ACCORDANCE WITH ASTM D-1557. <br /> TYPICAL TRENCH SECTION <br /> 614� rR22 0 a"o "... <br /> 104 � a EJT <br /> 8/11/2022 <br /> N.T.S. <br /> w9 _ 9 <br />