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GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT. <br />PART 2 - PU <br />%wm"k 9-%%e Na3'N 2'1&b160 a Na R. N� N N N Ntl %0N_A F' _I �F �'�®® L H� D-f a `8wa` . a U%� 3.@m 1 m 0§ N W.0 Vim, '.'s mom&® a s0v P!'ut1®m9 1't�M .9-®saD9a2"Aa9 t§-d �9' <br />2.4 <br />GRANULAR I WELL - GRADED AMEETING E GRADATION REQUIREMENTI <br />PREVENT CAVING OR SLOUGHINGF THE TRENCH WALLS. <br />ASTM C 33 FINE AGGREGATE. <br />B. <br />EXTEND THE TRENCH WIDTH A MINIMUMF 6 INCHES BEYONDTHE UT I E EDGE OF THE <br />®5 <br />CONTROLLED LOW STRENGTH MATERI L (CL )® A SELF LEVELING SELF COMPACTING <br />OUTERMOST CONDUIT. <br />CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER <br />AND IXTU a LLL XCAV T LLL L� VE ESI U FI <br />o <br />I� FT YIELDING,OR OTHERWISE UNSTABLE IL CONDITIONS g EXCAVATE <br />THE REQUIREDT T T F LE THAN 1I L T REQUIRED <br />L� SQV STRENGTH OF � �' � PSI o <br />COMELEVATION, <br />THEN BACKFILL WITH 1" OF GRANULAR BEDDINGMATERIAL. <br />2.6 <br />BACKFILL m PRODUCTS E I THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR <br />3.4 <br />TRENCH BACKFILL: <br />BEDDING, GRANULAR BACKFILL OR CLSM. <br />A. <br />PROVIDE GRANULARI T I L OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS <br />.7 <br />TOPSOIL IL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. <br />AND THE UTILITY REQUIREMENTS. <br />B. <br />NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. <br />PART 3-EXECUTION <br />Ca <br />CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE <br />3.1 GENERAL- <br />ACCEPTANCE TESTING. <br />A. <br />BEFORE STARTINGL SITE PREPARATION ACTIVITIES, INSTALL EROSION Q T <br />D. <br />PLACE GRANULARTRENCH C FILL UNIFORMLY TH SIDES OF THE CONDUITS 16®I C <br />CONTROL U SP THE WORK AREA SHALL BE CONSTRUCTED AND MAL TAI IN SUCH <br />UNCOMPACTED LIFTS UNTIL 12 INCHES THE CONDUITS. SOLIDLY TAMP BACKFILL <br />CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. <br />INTO P CE AROUND CONDUITS. <br />B. <br />BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH I T IALL LINES, <br />E. <br />PROTECT CONDUIT FROM LATERAL VE Tg IMPACT DAMAGE, OR UNBALANCED LOADING. <br />GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION F THE WORK. CONDUCT UTILITY <br />LOCATE IN ACCORDANCE WITH THE ONE —CALL NOTIFICATION <br />F. <br />ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY C FILL MATERIAL <br />IN 8-INCH MAXIMUMLOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SO F E <br />Co <br />CLEAR AND GRUB THE AREA WITHIN THE LIMITS F THE SITE. REMOVETREES, BRUSH,STUMPS, <br />GRADE. <br />RUBBISH AND OTHER DEBRIS AND VEGETATION RESTI PROTRUDING THROUGH THE <br />SURFACE F THE SITE AREAT E CLEARED. <br />G. <br />COMPACT FINAL TRENCH C FILL TO A DENSITYEQUAL TO OR GREATER THAN THAT OF THE <br />EXISTING UNDISTURBED MATE I L IMMEDIATELY ®J ' CE T TO THE TRENCH <br />D. <br />REMOVE THE FOLLOWING MATE IAL TO A DEPTH F NO LESS THAN 12 INCHES L THE <br />ORIGINAL GROUND SURFACE. ROOTS, STUMPS, AND OTHERDEBRIS, BRUSH, AND REFUSE <br />3.5 <br />FINISH GRADING: <br />EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE,DISK OR PLOWTHE AREA <br />TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND <br />OTHER I THEREBY EXPOSED. <br />A. <br />PERFORM ALL L T PROVIDE POSITIVEAI �' FSTRUCTURES SMOOTH, <br />EVEN SURFACE I A F THE ENTIRE AREA WITHINTHE LIMITS F CONSTRUCTION. GRADING <br />SHALL BE COMPATIBLE IT LL SURROUNDING TOPOGRAPHY AND T UCTU o <br />Ea <br />REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER E T <br />THE DEFINITION OF TOPSOIL. V I 1 Q TOPSOIL WITH SUBSOIL - SUBSOIL -OR OTHERUNDESIRABLE <br />B. <br />UTILIZE SATISFACTORYFILL MATERIAL RESULTING FROM THEEXCAVATION WORK IN THE <br />MATERIALS. SUFFICIENT TOPSOIL A E STOCKPILED ON SITE FOR USE DURINGFINAL SITE <br />CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE <br />GRADING.T <br />I L tl <br />F. <br />EXCEPT H E EXCAVATION TO GREATERDEPTH IS INDICATED, FILL DEPRESSIONS LTI <br />C. <br />REPAIR ALL ACCESS ROADS AND SURROUNDINGE USED U IN THE COURSE OF THIS <br />FROM CLEARING, GRUBBING E LITIN WORK COMPLETELY WITH SUITABLE MATERIAL. <br />TO THEIR L I L CONDITION. <br />A <br />REMOVE FROM THE SITE AND DISPOSEIN AN AUTHORIZEDLANDFILL ALL DEBRIS RESULTING FROM <br />3.6 <br />ASPHALT PAVING U® <br />CLEARING GRUBBING OPE TI m BURNING WILL NOT BE PERMITTED. <br />WASHINGTON STANDARDSPECIFICATION <br />Ha <br />PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BEEXCAVATED AND/ Q TRENCHED <br />VERIFY THE LOCATIONS F FEATURES INDICATED THE DRAWINGS AND TO ASCERTAIN THE <br />DIVISION 5 m WSDOT PAVEMENT <br />EXISTENCE LOCATION OF ANY STRUCTURE, UNDERGROUND ST UCTU Eg OR OTHER ITEM T <br />SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. TIFY THE CONSTRUCTION <br />MANAGER F ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS <br />A. <br />CONTRACTOR RE I L T IPIAPPLYING EALC ATI Cg UNLESS OTHERWISE <br />INDICATED THE DRAWINGS. <br />SPECIFIED. <br />to <br />SEPARATE AND STOCK PILE ALL EXCAVATED TE I LS SUITABLE FOR BACKFILL. ALL EXCESS <br />B. <br />ALL ELECTRIC VEHICLE CHARGING STALLS WITH AN ASPHALT SURFACE SHALL BE SEALCOATED. <br />­_ . a a. --- . a — N .. vaiN NNE ® - a Na is a �n an Fa &%N N Am N 6�@= W%N ���&&�F_" 0%eye° 0%1- N— �N�P 1i09. A ® �� A A RA A ®®KdG-� <br />ELECTRIFY ,_ <br />DRIVESUITE 1 <br />VIRGINIA <br />20191 <br />PROJECT O0 <br />406163 <br />DRAWN Y® <br />AKJ <br />CHECKEDBY- <br />NMB <br />0� ,_'l A.EV! <br />�- fwAsr�r �s <br />`'s9tO A� <br />06/30/2020 <br />IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS <br />THEY ARE ACTING CINDER THE DIRECTION QL A <br />LICENSE® PROFESSIONAL ENGINEER, TO ALTER THIS <br />DOCUMENT. <br />0 S UPGRADE EVERETT <br />Wr. L», il=:,ART is <br />11400 1 £. �, <br /># G <br />SHEET TITLE <br />GENERAL NOTES 5 <br />SHEET NUMBER <br />GN,,2 <br />