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ANCHORAGE INSTALLATION NOTES GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT.
<br /> 1. DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS PART 2-PRODUCTS
<br /> INSTALLATION IS NOT PERMITTED. B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES,ALL FORMS SHALL BE REMOVED AND THE
<br /> 2. POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL 2.1 SUITABLE MATERIAL-SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFILL.SUITABLE EXCAVATION CLEANED OF ALL TRASH,DEBRIS,AND UNSUITABLE MATERIALS.
<br /> TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL,ROOTS PEPSICO
<br /> INSTRUCTIONS(MPII),AS INCLUDED IN THE ANCHOR PACKAGING. OR ORGANIC MATERIAL,DEBRIS,TRASH,REFUSE,OR PARTICLES SIZE GREATER THAN 3-INCH. C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL.
<br /> SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME J TropiClllt
<br /> 3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE DENSITY AS THE NATIVE SOILS. D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM
<br /> MANUFACTURER'S INSTRUCTIONS USING STANDARD EMBEDMENTS AND EDGE HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE
<br /> DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2.2 UNSUITABLE MATERIAL-SOILS THAT ARE FROZEN,CONTAIN ROOTS OR ORGANIC MATERIAL, SAME DENSITY AS NATIVE SOIL.WHERE HAND OPERATED COMPACTORS ARE USED,THE FILL
<br /> DMATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED.
<br /> DEBRIS,TRASH,REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET
<br /> CORPORATE WORLD HEADQUARTERS
<br /> OR TOO DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE. 70 E. WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED PURCHASE IALL D
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<br /> CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS DENSITY,THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET
<br /> 2.3 GRANULAR BACKFILL-SHALL MEET THE FOLLOWING GRADATION UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.THE CONTRACTOR SHALL TAKE
<br /> 1. PLACING AND FINISHING CONCRETE WHATEVER APPROPRIATE ACTION IS NECESSARY,SUCH AS DRYING,ADDING WATER,OR INCREASING
<br /> THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITY SIEVE SIZE TOTAL PERCENT PASSING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS.
<br /> WORKMANSHIP IN PLACING AND FINISHING CONCRETE.THE SIDEWALK AND RAMPS SHALL BE FINISHED
<br /> TO THE TOP OF THE FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND 1 1/2 INCH(37.5 MM) 100
<br /> SURFACE TEXTURE SHALL BE A COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK 3.3 TRENCH EXCAVATION:
<br /> OR RAMP.NO"PLASTERING"OF THE SURFACE SHALL BE PERMITTED. NO.4(4.75 MM) 30 TO 60
<br /> NO 200(0.075 MM) 3 TO 15 A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR
<br /> 2. CONTRACTION JOINTS AS DIRECTED BY THE GENERAL CONTRACTOR.PROVIDE SHORING,SHEETING AND BRACING AS
<br /> THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF DIMENSION 2.4 GRANULAR BEDDING-WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
<br /> TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE BETWEEN JOINTS OF SEVEN FEET ASTM C 33 FINE AGGREGATE.
<br /> B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE
<br /> SAWING JOINTS,THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS
<br /> SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE 2.5 CONTROLLED LOW STRENGTH MATERIAL(CLSM)-A SELF LEVELING AND SELF COMPACTING OUTERMOST CONDUIT.
<br /> CONDITIONS INDUCE UNCONTROLLED CRACKS,REGARDLESS OF THE TIME OR WEATHER. CEMENTITIOUS MATERIAL COMPOSED OF SAND,COARSE AGGREGATE,CEMENT,FLY ASH,WATER
<br /> AND ADMIXTURES.CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED C. WHEN SOFT YIELDING,OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,EXCAVATE BLACK & VEATCH
<br /> COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION,
<br /> 3. EXPANSION JOINTS THEN BACKFILL WITH 12"OF GRANULAR BEDDING MATERIAL. 11401 LAMAR AVENUE
<br /> EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING OVERLAND PARK,KS 66211
<br /> CONCRETE CURBS,DRIVEWAYS,AND SIMILAR STRUCTURES,AND EVERY TWO HUNDRED FIFTY FEET 2.6 BACKFILL-PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL,GRANULAR 3.4 TRENCH BACKFILL: (913)458-2000
<br /> AND AS SHOWN ON APPROVED PLANS.EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH BEDDING,GRANULAR BACKFILL OR CLSM.
<br /> PREFABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS
<br /> 2.7 TOPSOIL-SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. AND THE UTILITY REQUIREMENTS.
<br /> B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
<br /> GENERAL SITE WORK NOTES PART 3-EXECUTION PROJECT NO: 413739
<br /> PART 1-GENERAL C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING.BACKFILL AND COMPACT TRENCH BEFORE DRAWN BY: JKR
<br /> 3.1 GENERAL: ACCEPTANCE TESTING. CHECKED BY: NMB
<br /> CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE PREPARATION AND A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH
<br /> FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. CONTROL MEASURES.THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS.SOLIDLY RAM AND TAMP BACKFILL INTO
<br /> CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. SPACE AROUND CONDUITS.
<br /> 1.1 REFERENCES:
<br /> B. BEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING,ESTABLISH AND MAINTAIN ALL LINES, E. PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE,OR UNBALANCED LOADING.
<br /> A. DOT(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY GRADES,ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.CONDUCT UTILITY
<br /> CONSTRUCTION-CURRENT EDITION). LOCATE IN ACCORDANCE WITH THE ONE-CALL NOTIFICATION F. ABOVE THE CONDUIT EMBEDMENT ZONE,PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL
<br /> IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.
<br /> B. ASTM(AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES,BRUSH,STUMPS, 0 12/01/22 ISSUED FOR CONSTRUCTION
<br /> RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE REV DATE DESCRIPTION
<br /> C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). SURFACE OF THE SITE AREA TO BE CLEARED. EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH
<br /> 1.2 INSPECTION AND TESTING: D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL 3.5 FINISH GRADING: Z.HEjj
<br /> GROUND SURFACE:ROOTS,STUMPS,AND OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED IN OR
<br /> A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND PROTRUDING THROUGH THE GROUND SURFACE,RAKE,DISK OR PLOW THE AREA TO A DEPTH OF NO O�WAS q
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<br /> SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, G'
<br /> THEREBY EXPOSED. EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.GRADING a
<br /> (BACKFILL,CONCRETE POUR,ETC). SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. y x
<br /> 1.3 SITE MAINTENANCE AND PROTECTION: E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE
<br /> THE DEFINITION OF TOPSOIL.AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE CONSTRUCTION OF FILLS,EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE
<br /> A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL MATERIALS.SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE MATERIALS. �O 48406 9 �Q
<br /> COMPLETION OF THE CONTRACT. GRADING. �-N �GISTER�
<br /> C,
<br /> F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK srjONALE�
<br /> B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES,STRUCTURES,TREES,AND SHRUBS TO THEIR ORIGINAL CONDITION.
<br /> DESIGNATED TO REMAIN.TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT FROM CLEARING,GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL.
<br /> ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. 3.6 ASPHALT PAVING ROAD: 72/1/2022
<br /> G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM
<br /> C. KEEP SITE FREE OF ALL PONDING WATER. CLEARING AND GRUBBING OPERATIONS.BURNING WILL NOT BE PERMITTED. CALIFORNIA STANDARD SPECIFICATIONS IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS
<br /> THEY ARE ACTING UNDER THE DIRECTION OF A
<br /> LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS
<br /> D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT,LOCAL PERMITTING
<br /> H. PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO SECTION 39-CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT DOCUMENT.
<br /> AGENCY AND EPA REQUIREMENTS. VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE
<br /> EXISTENCE AND LOCATION OF ANY STRUCTURE,UNDERGROUND STRUCTURE,OR OTHER ITEM NOT
<br /> E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS AND SIMILAR SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.NOTIFY THE CONSTRUCTION A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING,UNLESS WA-PEP01
<br /> DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS OTHERWISE SPECIFIED. EVERETT
<br /> OF CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. INDICATED ON THE DRAWINGS. 1808 MERRILL CREEK PKWY,
<br /> B. ALL ELECTRIC VEHICLE CHARGING STALLS WITH AN ASPHALT SURFACE SHALL BE EVERETT,WA 98203
<br /> F. EXISTING UTILITIES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL.ALL EXCESS SEALCOATED.
<br /> OWNER OR OTHERS,EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.
<br /> THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
<br /> J. DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING,SHEETING,AND BRACING AS SHEET TITLE
<br /> G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. GENERAL NOTES 2
<br /> NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.
<br /> 3.2 BACKFILL:
<br /> H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.
<br /> DETERMINE WHEN THE FIRST FROST USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE A. AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, SHEET NUMBER
<br /> MONTH BEFORE THE FIRST FROST.IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE,
<br /> BEFORE THE FIRST FROST,USE STRAW UNTIL SOD CAN BE INSTALLED. BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED r ��
<br /> GRADE. v
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