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A PORTION OF THE SE QUARTER OF SECTION 11, T 28 N, R 05 E,W.M. <br /> NOTES <br /> 1. FULLSTAINLESSCIRCLE EEL TAPPING SLEEVES SHALL HAVE <br /> FULL CIRCLE SEAL. <br /> 2. ALL TEES AND VALVES TO BE WATERTESTED O <br /> BEFORETAP. <br /> DAVID EVANS <br /> 3. SIZE ON SIZE TAPS ALLOWED ONLYWITHMJ wr4D ASSOC IATESINC. <br /> TAPPING TEES.ALL OTHER TAPS SHALL BE AT <br /> LEAST 2"SMALLER THAN THE EXISTING MAIN. 1620 W Marine View Dr,Ste 200 <br /> 0 o o o Everett,WA 98201 <br /> o0o o�o 4. BRANCH LINE SHALL BE RESTRAINED AS IF A Phone:425.269.4099 <br /> DEAD-END PER SECTION 5-13. <br /> STANDARD TRENCH Z <br /> O <br /> / 0 <br /> I /ALTERNATE LAID BACK TRENCH Z ? <br /> W(SEE NOTE i) I SECTION w = <br /> PLAN PLAN w 3 <br /> UPPER LIMIT OF V <br /> 12" PIPE ZONE Q <br /> J <br /> D.D. a <br /> w <br /> LOWER LIMIT OF <br /> B" PIPEZONE w <br /> ® ® ® Z <br /> ®�® FOUNDATION MATERIAL J <br /> ® ® ® CASS AWHENSPECIFIED W <br /> NOTES <br /> 1.LIMITS OF TRENCH j Q <br /> W=MAXIMUM WIDTH OF TRENCH <br /> FOR PIPE515"OR LESS IN DIAMETER <br /> W=40"MI[MUM f V <br /> FOR PIPES 18"OR GREATER M DIAMETER LuLL <br /> W=i%xI.D.+18". Lu <br /> ELEVATION ELEVATION 2.GRAVELBACKFILL FOR PIPE ZONE BEDDING SHALL CONSIST OF CRUSHED,PROCESSED,OR NATURALLY Z <br /> OCCURRING GRANULAR MATERIAL.IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE <br /> OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS.IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE w <br /> AND SHAPE THAT IT WILL COMPACT READILY PER WSDOT 9-03.12(3). (, <br /> 3 PEA GRAVEL,SAND,W CHIPS,CDF AND%"CSTC MAYBE REQUIRED AT THE DISCRETION OF THE PUBLIC <br /> INSTALLED ON ASBESTOS CEMENT PIPE, INSTALLED ON ASBESTOS CEMENT PIPE, WORKS INSPECTOR. (n <br /> CAST IRON PIPE AND DUCTILE IRON PIPE. CAST IRON PIPE AND DUCTILE IRON PIPE. 4.DALLFOUNDATION MATERIAL,IF REQUIRED,SHALL BE FOUNDATION MATERIAL CLASS W PER WSDOT SPEC-03,17 Z <br /> REQUIRED COMPACTION PROCEDURES SMALL COMPLY WITH WSDOT SPEC 2-06. O <br /> CAST IRON MECHANICAL JOINT STAINLESS STEEL TRENCH BEDDING DETAIL W w <br /> TAPPING TEE TAPPING SLEEVE CITY OF EVERETT EL W <br /> LU <br /> PUBLIC WORKS DEPARTMENT O <br /> 4— <br /> "R'YAh— °^6B UJ <br /> 12ry30,2016 LL <br /> b a O <br /> TAPPING TEES 514 } <br /> U <br /> U <br /> NOTES ' <br /> Im <br /> T MUST BE SAWCUCU T 1. ALLTRENCHES IN ROADWAY AREAS SHALL BE <br /> BE SA BACKFILLED AND PATCHED WITH TEMPORARY UNDISTURBED EUHG STURKII Q <br /> UN➢ISTURBE➢ EARTH <br /> EXISTING ASPHALT ASPHALTATTHE END OF EACH WORK DAY,UNLESS TO EXCAV LINE EARTH TO EXCAV LIN� TO EXCAV LINE <br /> ASPHALT CONCRETE(2"MIN) <br /> CONCRETE PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br /> TO MATCH EXISTING THICKNESS CITY ENGINEER. <br /> EXISTING CEMENT FITTING / FITTING <br /> CONCRETE 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br /> 6"MIN SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS Or <br /> 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. Flrr[NG <br /> MATCH EXISTING THICKNESS 3. CEMENT CONCRETE FOR PATCHING SHALL BE 1 <br /> 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT O � <br /> STANDARD SPECIFICATIONS. 7 m <br /> v -------SEE STANDARD DRAWING 614 EFFECTIVE EFFECTIVE <br /> j BEARING CDNCRETE J BEARING 2r <br /> %6 AREA / HRUST BLOCK J/ AREA Iyl <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE EEA`RNGvE w z <br /> CDNCRETE AREA CDNCRETE 0 <br /> THRUST BLOCK THRUST BLOCK y m <br /> m <br /> 0. TYPICAL SECTION 90' EL PLAN TEE PLAN p w <br /> w <br /> FINAL101NTMUST w w <br /> s6snwcur MINIMUM BEARING AREA TABLE W a <br /> d ASPHALT CONCRETE IT'MIN) K p <br /> EXISTING ASPHALT REPLACEMENT PATCH TO BE <br /> r CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED FITTING D EE OR DEA 90' 45' 22 112' 11 1/4' a z <br /> w END CAP <br /> w <br /> 5 6' 4 SO FT 6 SO FT 3 SO FT 2 SO FT 2 SO FT <br /> 7 SO FT 10 SO FT 6 SO FT 3 SO FT 2 SO FT <br /> 0 6"MIN 6"MIN CRUSHED SURFACING <br /> 10' 10 SO FT 15 SO FT 9 SO FT 5 SO FT 3 SO FT <br /> TOP COURSE ,.p.COLE <br /> 12' 14 SO FT 22 SO FT 12 SO FT 6 SO FT 4 SO FT <br /> e VJ <br /> SEE STANDARD DRAWING 614 16' 25 SO FT 38 SO FT 21 SO FT 11 SO FT 7 SO FT P OF ASy7M 9,` <br /> 18' 132 SO FT 1 32 SO FTI 27 SO FT 1 14 SO FT 8 SO FT a �o <br /> ti z <br /> p EXISTING ASPHALT CONCRETE OVER PREPARED GRADE NOTES <br /> 1. BEARING AREA TABLE BASED ON 250 PSI PRESSURE AND 2000 PSF SOIL a <br /> BEARING, IF PRESSURE IS GREATER OR SOIL BEARING IS LESS, THE THRUST .� ze1.p�IINao rFQ' <br /> o: BLOCK SIZE SHALL BE INCREASED. `+•/Sh"" <br /> 2. THIS TABLE REPRESENTS THE 'MINIMUM' CONSTRUCTION STANDARDS. THE <br /> LL SioNAT. <br /> FINAL JOINT MUST DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE <br /> 3 BE SAWCUT APPROPRIATE SIZE OF ALL THRUST BLOCKS BASED ON EXISTING AND LOCAL Of�f4�1023 <br /> 3 CEMENTCONCRETE(8"MIN) CONDITIONS. <br /> EXISTING CEMENT REPLACEMENT PATCH TO BE 3. ALL BLOCKS ON TEES MUST BE SEPARATED FOR DIRECTION OF THRUST. <br /> CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED 4, SHEET PLASTIC OBER NUTS AND BOLTS PRIOR TO CONCRETE POUR. CHECKED BY:JNS <br /> PAVEMENT S ALL FITTING TO HAVE THRUST BLOCKING AND ALL THRUST BLOCKS TOBE DESIGNED BY:APDC <br /> CONTRETE AND ARE TO BE POURED IN PLACE. DRAWN BY:CHWO <br /> a 6. BLOCKS TO BE FORMED AS REQUIRED BY LYNNWOOD INSPECTOR. <br /> aS <br /> m a FIRST SUBMITTAL DATE: <br /> 6"MIN 6"MIN CRUSHED SURFACING CITY OF EVERETT PROJECT NO. <br /> TOP COURSE el— <br /> IDRAWNGT!PUBLIC WORKS DEPARTMENT <br /> CALL SPUD00000197 <br /> va SEESTANDARD DRAWING614 ^`�dru'N SAx ioM MoSo "" "-_ - NUMBER 2BUSINESS DAYS <br /> '�"' 04/26/2017 <br /> HORIZONTAL THRUST BLOCKS scALE BEFORE YOU DIG SHEET NO. 6 OF 7 <br /> "" EXISTING CEMENT CONCRETE OVER PREPARED GRADE REMSION�A E <br /> o� PAVEMENT PATCHING DETAILS 326� FOR UTILITY LOCATE w� w <br /> 6 DEPARIIAENT a� ` 1 <br /> ■ <br />