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0 <br />z <br />a <br />M <br />U <br />NOTESFINAL <br />JOINTMUST <br />1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br />BESA <br />BE SAWCUT <br />BACKFI LLED AND PATCHED WITH TEMPORARY <br />w <br />E%ISTI NG ASPHALT <br />ASPHALT CONCRETE (2" MINI <br />ASPHALT AT THE END OF EACH WORK DAY, UNLESS <br />4 1 2 3 6 5 <br />00 <br />< <br />CONCRETE <br />PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br />TO MATCH EXISTING THICKNESS <br />CITY ENGINEER. <br />6 <br />J <br />p It <br />EXISTING CEMENT <br />CONCRETE <br />\ <br />EMI w <br />w <br />N <br />2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br />r <br />z <br />6"MIN' <br />SAWCUT OR LINE DRILL UNDERLYING CONCRETE <br />PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br />COMPLETION OF WORK WITHIN ROADWAY AREA. <br />_ _ _ <br />\\_ i <br />Q <br />6" MIN CEMENT CONCRETE TO <br />W <br />in <br />MATCH EXISTING THICKNESS <br />3. CEMENT CONCRETE FOR PATCH I NG SHALL BE <br />7 <br />3� <br />6" MIN CRUSHED SURFACING TOP COURSE <br />COMMERCIAL MIX AS CALLED OUT IN WSDOT <br />STANDARD SPECIFICATIONS. <br />4 <br />Z <br />�i <br />< <br />SEE STANDARD DRAWING 614 <br />6 <br />y <br />Wz <br />m <br />Z <br />zx <br />EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br />— zlee <br />1 <br />3 <br />7 <br />(� <br />FINAL IOINT MUST <br />5 54 <br />j( <br />BE SAWCUT <br />(vn <br />ASPHALT CONCRETEMIN) <br />EXISTING ASPHALT <br />NT PATCH TO BE <br />REPLACEMENT <br />CONCRETE <br />I" THICKER THAN PREVIOUSLY EXISTED <br />'L <br />99 BEND <br />N <br />H- <br />3 H-15526 ORR FOR FORD <br />o <br />s <br />s <br />w <br />2 COMPRESSION X COMPRESSION <br />� <br />O1 NJ X WX4"FL D.I. TEE. <br />p <br />o <br />6" MIN <br />6" MIN [RUSHED SURFACING <br />TOP COURSE <br />O 4" AWWA RESILIENT SEAT GATE VALVE, FL X FL, WITH OPERATING NUT. <br />z <br />y <br />SEE STANDARD DRAWING 614 <br />O3 4" BLIND FLANGE, TAPPED FOR 2" FOR 6" AND Be MAINS. MAINS <br />a <br />LARGER THAN 8" SHALL END IN A FIRE HYDRANT. <br />0 <br />a <br />EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br />® CONCRETE THRUST BLOCK. <br />< <br />O5 2" TYPE K COPPER PIPE. <br />F <br />© CAST IRON VALVE BOX PER V-WS <br />0 <br />JOINT MUST <br />O METER BOX. BERG VAULT CO. OF WASH NO. 2 CONCRETE. BOX SHALL <br />BE SA <br />BESAWCUT <br />CEMENT CONCRETE (8" MINI <br />BE H-20 LOAD RATED WHERE REQUIRED. (FIELD LOCATION 70 BE IN <br />F <br />EXISTING CEMENT <br />REPLACEMENT PATCH TO BE <br />PAVED SURFACE UNLESS DISTRICT APPROVES ALTERNATE LOCATION.) <br />IIJ <br />CONCRETE <br />1"THICKERTHAN PREVIOUSLY EXISTED <br />PAVEMENT <br />O8 ALUMINUM CAM -LOCK AND CAP. DRILL 1/8" HOLE IN CAP. (PLASTIC CAM <br />z <br />LOCK FITTING NOT ALLOWED) <br />F <br />0 <br />NOTES <br />INSTALL DIELECTRIC COMPOUNDS FOR SEPARATION AT DISSIMILAR METALS. <br />W <br />6" MIN <br />CITY OF EVERETT <br />6" MIN CRUSHED SURFACING <br />ILTOP <br />COURSE <br />PUBLIC WORKS DEPARTMENT <br />SEE STANDARD DRAWING 614 <br />_ romnP'So iw Gxxew ""7wle o4/26%2017 <br />BLOW OFF ASSEMBLY <br />" <br />1 <br />EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br />PAVEMENT PATCHING DETAILS 326 <br />TYP. SILVER LAKE WATER AND SEWER DISTRICT STANDARD DETAIL VI-W11 <br />z <br />e QIY ofEverett <br />TYPICAL SINGLE SLEEVE <br />EVERETT Reviewed for Permit mzs/2020 <br />LENGTH AS REQUIRED CONFIGURATION <br />14Y <br />(ONE PIPE LENGTH MAX. ) SHOWN <br />TYPICAL DOUBLE <br />SLEEVE CONFIGURATION <br />��+atgK <br />SHOWN _ <br />1/4" MAX WIDTH <br />�� <br />�� <br />lee\ <br />AT EACH END ,e <br />/ 2"7 <br />\ <br />Oy <br />py <br />�rJ, <br />ijvig 6�.0 <br />, <br />r <br />~ <br />~ <br />YEXIST SYSTEM <br />I E3CIST. SYSTEM <br />�----- ` --J <br />1 L— L-- --� <br />MIN <br />\ <br />\ <br />\ <br />\ SPACER <br />CHANNEL <br />\ <br />DUCTILE IRON SOLD SLEEVE <br />Y <br />30' x PLACE ROCK <br />6" ABOVE CROWN BOTH <br />(DISINFECTED) TYP. <br />MIN z SIDES OF CHANNEL FOR "A"< a', <br />AS SHOWN ON PLANS <br />DISINFECTION OF PIPE SPOOL <br />ONE SIDE OF <br />CHANNEL FOR "A'> 8' <br />HYDROSEED PER <br />ASSEMBLED WITH TEE OR CROSS AND <br />SPECIFICATIONS <br />VALVES) REQUIRED. <br />0. <br />P 0. e <br />' - ���������pp�� 8A <br />DISCHARGE PRESSURE PRIOR TO <br />REMOVAL OF THRUST BLOCK AND <br />o <br />i <br />o <br />'°" DISCHARGE PIPE <br />G <br />ZQ <br />Z <br />zoo' 0 <br />° <br />4" IMPORTED TOPSOIL �?"A'94• "' <br />PER SPECIFICATIONS <br />".� <br />CONNECTION TO EXIST. SYSTEM. <br />W V <br />1Y <br />12" <br />FILTER FABRIC LINER ^ - - <br />F <br />3 <br />UNDER ROCK <br />W <br />Q <br />rg eg <br />I� <br />6" ROCK <br />THICKNESS <br />U� <br />w <br />1�IN-LINE VALVE(S) IN EXISTING <br />SYSTEM MAY BE REQUIRED BY THE <br />LLA <br />DISTRICT AT NEW INTERTIE <br />LOCATIONS. VALVE(S) ARE NOT SHOWN ABOVE <br />Y x <br />LuC <br />FOR CLARITY. <br />Q W <br />0 W z <br />BACKFILL COMPACTED TO 95% <br />J � <br />0 2 <br />MODIFIED PROCTOR <br />2. MAXIMUM SPACES BETWEEN <br />PIPES SHALL BE 1/4-INCH. IF A SINGLE <br />IF <br />A SECTION <br />� <br />w <br />SLEEVE IS USED, THE MAXIMUM SPACER WIDTH IS 2-INCHES. <br />CHANNEL NOT TO SCALE <br />W <br />W Tn <br />= <br />M LU <br />F <br />3. CONNECTIONS NOT ALLOWED ON FRIDAYS, HOLIDAYS, DAY BEFORE <br />REQUIRED <br />" <br />DIMENSIONS <br />�j <br />J <br />p to <br />HOLIDAYS, OR WEEKENDS. <br />A"+"B"=4' <br />FOR ROCK LINING <br />4c <br />y <br />PLAN <br />vozi <br />NOT TO <br />SCALE <br />z HYDROSEED RESTORATION <br />3 CUT IN CONNECTION <br />I 4 SUMP DISCHARGE PROTECTION DETAIL <br />SHEET: <br />G-6 <br />TYP. SCALE: NOT TO SCALE <br />7YP. SILVER LAKE <br />WATER AND SEWER DISTRICT STANDARD DETAIL VI-W9 <br />TYP. SCALE: NOT TO SCALE <br />0 1" 2" <br />OF: <br />6 <br />TWO INCHES AT FULL SCALE. <br />JOB NO.: <br />20476.00 <br />IF NOT, SCALE ACCORDINGLY <br />DWG9ETAILS <br />