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SITE WORK & DRAINAGE
<br /> PART I-RE @ smartlink
<br /> CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE PREPARARON
<br /> AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.
<br /> 1.1 REFERENCES: 3.2 Acrcral: 360 CIVIC DRIVE,SUITE C
<br /> PLEASANT HILL,CA 94523
<br /> A. GET(STATE DEPARTMENT OF TRANSPoRTATON STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). A CURING PERIODRF RICCAST-NR COMPLETING PIACE CONCRETE,BACKFILLN OF THE RELATER THE EXCAVATION WITHRAPPROVED INCLUDING EXPIRATION
<br /> TO RESTOOREO THEEMOUREDD MINIMUM FINISHED
<br /> B. ASH(AMERICAN SOCIETY FOR TESTING AND MATERIALS). GADS.
<br /> 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES.ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH.DEBRIS. (�
<br /> C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). AND ONSUITABLE MATERIALS.
<br /> 1.2 INSPECTION AND TESTING: 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKHLL MATERIAL DR SELECT GRANULAR BACKFILL MATERIAL WHEN REQURD IN AT&T
<br /> A C CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTED.WHERE HAND OPERATED COMPACTORS
<br /> TESTING UBGTHIS WORKWTO KBE COORDINATED BY THE SUBCONTRACTOR. ARE USED,THE FlLL MATERIAL SHALL BE PLACED IN LIRS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. YI P.
<br /> B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY,THE SUCCEEDING LAYER
<br /> THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL 2700 W. WATT AVE.
<br /> IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT ENGINEER.THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY,SUCH AS DISHING AND DRYING,ADDING WATER,
<br /> WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT To INSPECT. OR INCREASING THE COMPACTNE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. SACRAMENT,,CA 95821
<br /> 1.3 SITE MAINTENANCE AND PROTECTION: B. THOROUGHLY COMPACT EACH LAYER OF ACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE
<br /> STANDARD PROCTOR TEST.ASH D 698. Fu I lerl
<br /> A PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. 3,3 FRENCH EXCAVATION: ��/IDq\\•Z_
<br /> B MVEASCUftES TO TO THE PREVENT SITE
<br /> AND
<br /> TO EXISTING
<br /> FACAT AREI NOT STRUDESICTURES,
<br /> BEES,AND
<br /> ASHRUBS
<br /> FROM BEING DESDAMIGNATED
<br /> EO TO REMAIN,
<br /> TAKS BY THE WORK PROTECTIVE A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE ONES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL DESIGN DEVELOP CONSTRUCT
<br /> CONTRACTOR.PROVIDE SHORING,SHEETING AND BRACING AS REQUIRED TO PREVENT CANNG OR SLOUGHING OF THE TRENCH WALLS.
<br /> C. KEEP SITE FREE OF ALL PONDING WATER. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 5 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. 1100 E.WOODFIELD ROAD,SURE SOD
<br /> SCHAUMBURG,IWNOIS 60173
<br /> D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. C. IE SOIL CONDITIONS ARE REQUIRED TRENCH TO A DEPTH OF TEL:847-908-R400
<br /> E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING¶BARRICADES,,WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT NO LESS THAN 12N NICHES BELOW SHE REQUIRED ELEVATION AND BACKFILL WITHEG AND-BEDDING MATERIAL. C0A#4143
<br /> THE WORK
<br /> THEFT FROM PROPERTY DURING THE EN RE PERIOD F CON RU ON.REMOVE ALL SUCH DEVICES UPON COMPLETION OF 3.4 FRENCH BACKFILL. www.fuEerton-us.mm
<br /> F. EXISTING UTILITIES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS.EXCEPT WHEN A. PROVIDE GRANUAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. REV DATE DESCRIPTION BT
<br /> PERMITTED IN WRITING BY RE ENGINEER AND HEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES AVE BEEN PROVIDED. B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. A 4/19/24 90%REVIEW SJ
<br /> 1. 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY C. CONDUCT UTILITY CHECK TESTS BEFORE-FILLING.BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. B 4 30 29 REVISION SJ
<br /> DFUTYESERVICE. C 5 16 24 95%REVIEW SJ
<br /> PART PiRauum U.
<br /> PLACE
<br /> E GRAM UILAR FRENCH BACKFIL ADpIFORMLY ON BOTH SIDES OF THE AROUND CONDUITSN 6-NCH UNCOMPACTED UFTS UNTIL 12 INCHES OVER NDUITS. 0 2 18 24 FINAL SJ
<br /> 2.1 SUITABLE BACKFILL:ASTM D2321(CUSS I,II.III OR TVA)FREE FROM FROZEN LUMPS,REFUSE.STONES OR ROCKS LARGER THAN 3 E. PROTECT CONDUIT FROM LATERAL UDIFY RAN D MOVEMEW,K IMPACT DAMAGEIFF INTO .OR UNBALANCED LOADING.
<br /> INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAT MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
<br /> AS THE PLACE AND
<br /> 2.2 NON-POROUS GRANULAR EMBANKMENT AND ACKFILL ASTM D2321(CLASS III,TVA OR NB)COARSE AGGREGATE. FREE FROM FROZEN F.
<br /> TO ESTORECONDUIT TTHE REQUIRED FINISHED EMBEDMENT SURFACE GRADEOMPACT SATISFACTORY BACKFILL MATERIAL IN 8-INCH MAXIMUM LOOSE HIGHNESS LIRS
<br /> HEREBY CERTIFY THAT THESE DRAWINGS WERE
<br /> LARGER R FUSE, THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC PREPARED BY ME OR UNDER MY DIRECT
<br /> MATERIAL UNSUITABLE N FOR BACKFlLL. G. COMPACT FINAL TRENCH ACKFILL TO A DENSITY EQUAL r0 OR GREATER TH AT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY SUPERVISION AND CONTROL,AND TO THE BEST
<br /> ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD OF MY KNOWLEDGE AND BELIEF COMPLY WITH
<br /> 2.3 POROUS GRANULAR EMBANKMENT AND ACKFLL:ASTM D2321(CUSS IA,IB OR II)COARSE AGGREGATE FREE FROM FROZEN LUMPS,REFUSE, PROCTOR TEST,ASTM D 698, THE REQUIREMENTS OF ALL APPLICABLE CODES,
<br /> STONES OR ROCKS URGER THAN 3 IN
<br /> IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR
<br /> BACKFILL, 3.5 AGGREGATE ACCESS ROAD:
<br /> 2.4 SELECT STRUCTURAL FILL:GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95.FOR USE AROUND AND UNDER A. CLEAR,GRUB,STRIP AND EXCAVATE FOR S,ACCESS ROAD TO THE INES AC GRADES INDICATED ON THE DRAWINGS.SCARIFY TO A DEPTH `��.W.S
<br /> STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. OF 6 INCHES AND PROOF-ROLL.ALL HOLES,RUTS.SOFT PULES AND OTHER DEFECTS SHALL BE CORRECTED. OF WAS!♦,M�T
<br /> 2.5 GRANULAR BEDDING AND TRENCH ACKFILL.WELL-GRADD SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487(SE OR SW-EM). B. THE ENTIRE SUBGAGE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF HE MAXIMUM DRY DENSITY AS PROVIDED BY THE
<br /> P MUTATED PROCTOR TEST,ASTM D
<br /> 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940.
<br /> C. AFTER PREPARATION OF THE SUBGADE IS COMPLETE THE GEOTEXTILE FABRIC(MI RAT 50OXR SHALL BE INSTALLED TO HE LIMITS INDICATED R
<br /> 2.7 UNSUITABLE MATERIAL:HIGH AND MODERATELY PLASTIC SILTS AND CUPS(LL>45).MATERIAL CONTAINING REFUSE.FROZEN LUMPS.DEMOLISHED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY.THE FABRIC SHALL NOT BE DRAGGED ACROSS THE
<br /> BITUMINOUS MATERIAL,VEGDATVE NATTER.WOOD.STONES IN EXCESS OF 3 INCHES IN NY DIMENSION.AND DEBRIS AS DETERMINED BY THE SUBGADE.PLACE THE ENTIRE ROLL IN A SINGLE OPERATION,ROLLING OUT AS SMOOTHLY AS POSSIBLE
<br /> CONSTRUCTION MANGER.TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT,MIT,CH,OF,ML,AND OL.
<br /> 1. OVERLAPS PARALLEL TO HE ROADWAY WILLBE PERMITTED AT THE CENTERLINE AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH52527
<br /> 28 GEOTEXIIL FABRIC:MIRAFI 500X OR ENGINEERED APPROVED EQUAL PI.E.WITHINOVTHE A SHOULDER WIDTH)0SHALL BE A MIN� NUM O LO
<br /> 3 CITTTUDµDLA BETWEEN
<br /> OVERLAPS SHALL BE LOCATED BEEEN THE CENTERLINE AND THE SHOULDER.-LE L
<br /> 29 R ING TAPE SALL BE KID AND ALKALI
<br /> E� TWUENE FILM SNAEFOR
<br /> MARKING
<br /> A1 IIU FEE GRONDUTLIIDES,6I HES WIDEWIITH A MINIMUM THICKNANT ESS OF 0004 C TAPE SHALL MINIMUM STRENGTH PSI N 2. TRANSVERSE(PERPENDICULAR TO THE ROADWAY)OVERLAPS AT THE END OF A ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE SS, JJA�ILcc���
<br /> BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS,
<br /> FOIL BACKING OR OFFER E IM IAG, CKET R MEANS TO ENABLE DETECTIO A -CEMENT CEMENT(PREVIOUS ROLL ON TOP)AND SHALL HAVE A MINIMUM LENGTH OF 3 FED.
<br /> WITHDETCOTHER HMFANS i0 PROTECT ITFFROM IET CORROSION O CORE.TAPE COLOR SHALLBE RED FOR ELECTRIC CRILIDES AND ORANGE FOR PROMDEO
<br /> 3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAIL MINIMUM
<br /> S A M M OF 10 INCHES LONG TO INSURE POSITIONING DURING PLACEMENT OF
<br /> TELECOMMUNICATION CHLUIEG AGGREGATE.PIN LONGITUDINAL SENAS AT 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERT 5 FEET.
<br /> SITE NAME
<br /> D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCH(COMPACTED)THICKNESS.
<br /> 31 GENERAL: u N AGGREGATE TO BE PULED ON GEOTE%TILE FABRIC SHALL BE END DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER
<br /> PREVIOUSLY PLACED AGGREGATE.THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF B INCHES PRIOR TO COMPACTION.AT NO EVERETT WALNUT
<br /> 0. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT CONTROL MEASURES.THE WORK AREA SHALL BE TIME SIT
<br /> LL EQUIPMENT.EITHER TRANSPORTING
<br /> THE AGGREGATE OR GRADING THE AGGREGATE.BE PERMITTED ON THE ROADWAY WITH LESS
<br /> CONSTRUCTED AND MAINTAINED IN SUCH CONDHON THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME, THAN 4 INCHES OF MATERIAL COVERING HE FABRIC.
<br /> B. BEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING,ESTABLISH AND MAINTAIN ALL LINES,GRADES,ELEVATIONS AND BENCHMARKS NEEDED E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENS ITY AS PRONGED BY THE
<br /> FOR EXECUTION OF THE WORK. MODIFIED PROCTOR TEST.ASTM D 557 WITH A TAMPING ROLLER.OR WITH A PNEUMATIC-TIRED ROLLER.OR WITH A VIBRATORY MACHINE OR
<br /> ANT COMBINATION OF THE ABOVE.THE TOP LATER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL OR TANDEM ROLLER. SITE NUMBER:
<br /> C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES.BRUSH,STUMPS.RUBBISH AND OTHER DEBRIS AND VEGETATION 3.6 FINISH GRADING:
<br /> RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.
<br /> 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS HAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE:ROOTS,STUMPS, A AERFORM ALL GRADING TO REA WITHIN THE DM ITS OF ROVIDE P SITIV GRADNAGE AWAY FROM STRUCTURES AND SMOOTH.EVEN SURFACE DRAINAGE OF THE ENTIRE WA2821
<br /> AND OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE,RAKE,DISK OR PLOW THE ING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.
<br /> RA TO
<br /> DEPTH OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY B. URTILIZ RESA
<br /> PLACEMENT o ORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS,EMBANKMENTS AND FOR
<br /> HEMMED MATERIALS.
<br /> 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THESOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL.AVOID MIXING C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM 4 INCHES BE 1/2--3/4"CRUSHED STONE ON TOP SOIL STABILIZER FABRIC. SITE ADDRESS
<br /> TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS,
<br /> 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING FROM CLEARING,GRUBBING AND DEMOLITION D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE of THIS WORK TO THEIR ORIGINAL CONDHON_ 3200 20TH STREET
<br /> WORK CQMPIETELY WITH SUITABL FILL.
<br /> 3.7 ASPHALT-NIPoAD: EVERETT,WA 98201
<br /> A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS, A CHAPTER 630-CALIFORNIA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT
<br /> BURNING WILL NOT BE PERMITTED.
<br /> B. PRIIIOCATTO EX AVA?I G, IWN THOROUGHLY
<br /> S AND EXAMINE
<br /> THE
<br /> ETAR AREA TO
<br /> BE EExXCA AND EXCAVATED
<br /> AND/OR TRENCHED
<br /> VERII Y THE LOCOTI5ONG OF FEATURES
<br /> oR oHD B. DESIGN GUIDE AND STANDARDS FOR ROADWAY REHABIUTAFON PRUDT5(DID 79-03)INT SHEET NAME
<br /> TEN NIT ..
<br /> IN THATMIGHT I THE ROSED CO STRULTION.NOTIFY THE CONSTRUCTION MANAGER OF PINY OBSTRUCTIONS
<br /> TAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS,
<br /> C. SEPARATEDISPOSAHE STOCK PILE ALL EXCAED OF OFF-SITE IN A AVVLTED MATERIALS SUITABLE FOR ACKFILL.ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL GENERAL NOTES
<br /> SHEET NUMBER
<br /> GN-2
<br /> PROJECT#2024.0005.0016
<br />
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