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NO ml FlImlowfoollm'. MGM <br />3. EXPANSION JOINTS <br />EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING <br />CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND EVERY TWO HUNDRED FIFTY FEET <br />AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH <br />PREFABRICATED NON -EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. <br />GENERAL SITE WORK NOTES <br />PART I - GENERAL <br />001 <br />A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY <br />CONSTRUCTION -CURRENT EDITION). <br />C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). <br />A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL <br />COMPLETION OF THE CONTRACT. <br />B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS <br />DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT <br />ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. <br />N <br />rum lsl!�IwWaR <br />G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN <br />NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. <br />MEN[* '14g, M�wwla <br />2.4 GRANULAR BEDDING - ELL® SAND MEETING THE GRADATION REQUIREMENT OF <br />ASTM C 33 FINE AGGREGATE. <br />2.7 TOPSOIL - SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. <br />PART 3 - EXECUTION <br />3.1 GENERAL, <br />Mal = 00-1 <br />F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING <br />FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY INITH SUITABLE MATERIAL. <br />monlaum."If �W 14, �11,11 i'll I ggiggp <br />USE <br />3.2 BACKFILL: <br />��"I 1 11111 iiii 1� i5l, 111111 ii 51111ill 1151� <br />EM9900100clom- Mallp" ml <br />C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFALL. <br />3.3 TRENCH EXCAVATION® <br />A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOlulfN ON THE DRAWINGS <br />OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS <br />REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. <br />C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE <br />THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED <br />ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL. <br />m 9 11 a F=q 11 F q El W-qwfml <br />sum <br />B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. <br />C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE <br />ACCEPTANCE TESTING. <br />D6 . PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN -INCH <br />UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL <br />INTO SPACE AROUND CONDUITS. <br />G. COMPACT FINAL TRENCH BACKMILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE <br />EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH <br />3.5 FINISH GRADING - <br />A PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, <br />EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING <br />SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. <br />C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK <br />TO THEIR ORIGINAL CONDITION. <br />3.6 ASPHALT PAVING ROAD: <br />WASHINGTON STANDARD SPECIFICATION <br />ELECTRIFY AMERICA, LLC. <br />2003 EDMUND HALL DRWE <br />SUITE 200 <br />RESTON, VIRGINIA 20i9l <br />DRAWN BY: <br />RSP <br />CHECKED BY- <br />NIB <br />Yl A. <br />STE <br />09/12/2018 <br />IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS <br />THEY ARE ACTIING UNDER THE DI]RECTION OF A <br />LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS <br />DOCUMENT, <br />WA100069 EVERETT <br />WALMART 3053 <br />05 E EVERETT MALL WAY <br />EVERETT, WA 98208 <br />SHEET TITLE <br />GENERAL NOTES 2 <br />SHEET NUMBER <br />