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<br /> GENERAL CONSTRUCTION NOTES SITE WORK&DRAINAGE
<br /> 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: PART 1-GENERAL
<br /> OWNER-SPRINT Sprint'
<br /> SUBCONTRACTOR-CONTRACTOR(CONSTRUCTION) CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE
<br /> PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK
<br /> 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND SPRINT PROJECT SPECIFICATIONS. SHOWN IN THESE PLANS. �
<br /> 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF IMTH ALL CONDITIONS 1.1 REFERENCES: 3.3 TRENCH EXCAVATION:
<br /> AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE A.DOT(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). A.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS ORAS DIRECTED BY THE
<br /> RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,DIMENSIONS,AND CONFIRMING GENERAL CONTRACTOR.PROVIDE SHORING,SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE
<br /> THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY DISCREPANCIES SHALL BE B.ASTM(AMERICAN SOCIETY FOR TESTING AND MATERIALS). TRENCH WALLS.
<br /> BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
<br /> 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND C.OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). B.EXTEND THE TRENCH WIDTH A MINIMUM OF 7 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. PLANS PREPARED BY:
<br /> ORDINANCES,GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES, C.WHEN SORE YIELDING,OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,BACKFILL AT THE REQUIRED TRENCH TO A
<br /> RULES REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 1.2 INSPECTION AND TESTING: DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL.
<br /> 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS 3.4 TRENCH BACKFILL:
<br /> JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE REGULATIONS. INDEPENDENT TESTING LAB.THIS WORK IS TO BE COORDINATED BY THE SUBCONTRACTOR. p /�A e�/�n /�}��
<br /> A PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWING AND THE UTILITY REQUIREMENTS. TechnVIOgy ASSVY'atC$
<br /> 8. UNLESS OTHERWISE,THE WORK SHALL INCLUDE FURNISHING,MATERIALS,EQUIPMENT,APPURTENANCES,AND LABOR B.ALL WORK SHALL BY INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION
<br /> NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE B.NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
<br /> 7. PLANS ARE NOT TO BE SCALED,THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DRAWINGS.IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH
<br /> DIMENSIONS SHOWN ARE TO BE FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS THE MINIMUM FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING.BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING.
<br /> REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD THERE BE ANY QUESTIONS 1.3 SITE MAINTENANCE AND PROTECTION: D.PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCHES UNCOMPACTED LIFTS UNTIL 12
<br /> REGARDING THE CONTRACT DOCUMENTS,THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM INCHES OVER THE CONDUITS.SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. PNW MARKET OFFICE
<br /> THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. A PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. 650 SOUTH ORCAS STREET#R-103
<br /> MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS E.PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE OR UNBALANCED LOADING. SEATTLE,WA 98108
<br /> PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. B.AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES,STRUCTURES,TREES,AND SHRUBS DESIGNATED TO REMAIN.TAKE
<br /> 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY F.ABOVE THE CONDUIT EMBEDMENT ZONE,PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL[NIT-INCH MAXIMUM LOOSE
<br /> RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. THE WORK. THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.
<br /> 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR SHALL PROPOSE C.KEEP SITE FREE OF ALL PONDING WATER. G.COMPACT FINAL TRENCH BACKFILL TOA DENSITY EQUAL TO OR GRATER THAT THAT OF THE EXISTING UNDISTURBED MATERIAL
<br /> IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAT A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AS PROVIDED BY
<br /> AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. D.PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. THE STANDARD PROCTOR TEST,ASTM D 898. `
<br /> 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS,AND SIMILAR DEVICES NECESSARY TO 3.5 AGGREGATE ACCESS ROAD: PROPRIETARY INFORMATION
<br /> THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON
<br /> AND THE LOCAL JURISDICTION. COMPLETION OF THE WORK A CLEAR,GRUB,STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON THE DRAWINGS,SCARIFY THE INFORMATIONCONTAINED IN THIS SET
<br /> TO A DEPTH OF 8 INCHES AND PROOF-ROLL.ALL HOLES,RUTS,SOFT PLACES AND OTHER DEFECTS SHALL BE CORRECTED. OF DRAWINGS IS PROPRIETARY S CONFIDENTIAL
<br /> 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLES. F.EXISTING UTILITIES:DO NOT INTERRUPT EXISTING SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS,EXCEPT WHEN TOSPRINT ANY USE OR DISCLOSURE OTHER THAN
<br /> PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN B.THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY ASrt RELATES TO SPRINT IS STRICTLY PROHIBITED
<br /> 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH PROVIDED. THE STANDARD PROCTOR TEST,ASTM D 1557.
<br /> APPPLICCABLLE CODES AND THE BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE PROJECT INFORMATION:
<br /> G.PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY C.AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC(MIRAFI 50(63)SHALL BE INSTALLED TO THE LIMITS
<br /> 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. UTILITY SERVICE. INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY THE FABRIC SHALL NOT BE
<br /> DRAGGED ACROSS THE SUBGRADE.PLACE THE ENTIRE ROLL IN A SINGLE OPERATION,ROLLING OUT AS SMOOTHLY AS POSSIBLE
<br /> SUBCONTRACTOR SHALL KEEP AREA CLEAN.HAZARD FREE,AND DISPOSE OF ALL DEBRIS. PART 2-PRODUCTS
<br /> 1.OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS BEYOND THE
<br /> 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES.THE SCOPE OF WORK FOR THIS PROJECT 2.1 SUITABLE BACKFILL:ASTM D2321(CLASS I,II,III OR IVA)FREE FROM FROZEN LUMPS,REFUSE,STONES,OR ROCKS LARGER THAN 3 ROADWAY SURFACE WIDTH(I.E WITHIN THE SHOULDER WIDTH)ONLY.NO LONGITUDINAL OVERLAPS SHALL BE LOCATED
<br /> IS REPRESENTED BY DARK SHADED LINES AND NOTES.SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. BETWEEN THE CENTERLINE AND THE SHOULDER.PARALLEL OVERLAPS SHALL BEA MINIMUM OF 3 FEET WIDE. COLLEGE
<br /> EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWING PRIOR TO THE BEGINNING CONSTRUCTION.
<br /> 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF 2.2 NONPOROUS GRANULAR EMBANKMENT AND BACKFILL:ASTM D2321(CLASS III,IVA OR IVB)COARSE AGGREGATE.FREE FROM FROZEN 2.TRANSVERSE(PERPENDICULAR TO THE ROADWAY)OVERLAPS AT THE END OF A ROLL.SHALL OVERLAP IN THE DIRECTION OF
<br /> LUMPS,REFUSE,STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC THE AGGREGATE PLACEMENT(PREVIOUS ROLL ON TOP)AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET.
<br /> WORK. MATERIAL UNSUITABLE FOR BACKFILL. PLAZA
<br /> 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY3.ALL PLACEMENT
<br /> OF AGGREGATE.SHALR E PIENED WITH STAPLES SEMSNAILS A 25MFOOT ENOF ERS AND LONG E SEINSURES POSITIONING F DURING
<br /> 2.3 POROUSSTONES GRANULAR ROCKS LARGER AND INCHESNH:ASTM ANY DIMENSION O IA,OR T E COARSETHAT AGGREGATE FREE FROM FROZEN LUMPS, PLACEMENT PIN LONGITUDINAL SEAMS AT FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET.
<br /> DAMAGED PART SHALL BY REPAIRED AT THE SUBCONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER. REFUSE OR ROCKS THAN 3 IN OTHER MATERIAL THAT MAY MAKE THE INORGANIC
<br /> 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. MATERIAL UNSUITABLE FOR BACKFILL. D.THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCH(COMPACTED)
<br /> THICKNESS,AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE END-DUMPED ON THE FABRIC FROM THE FREE END OF
<br /> 2.4 SELECT STRUCTURAL FILL:GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95,FOR USE AROUND UNDER THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE THE FIRST LIFT SHALL BE BLADED DOWN TOATHICKNESS OFBINCHES SE54XCOQQVO
<br /> 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/ STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. PRIOR TO COMPACTION.AT NO TIME SHALL EQUIPMENT,EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AGGREGATE,
<br /> OR BUILDING. BE PERMITTED ON THE ROADWAY WITH LESS THAT 4 INCHES OF MATERIAL COVERING THE FABRIC.
<br /> 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL 2.5 S W-SM).
<br /> EDDINGAND TRENCH BACKFILL:WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487(SE OR E.THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS 2605 15TH STREET
<br /> JOB COMPLETION. PROVIDED BY THE PROCTOR TEST,ASTM D 1557 WITH ATAMPING ROLLER OR WITH A PNEUMATIC-TIRED ROLLER,OR WITH A
<br /> 2.8 COARSE AGGREGATE FOR ACCESS ROAD SUB-BASE COURSE SHALL CONFORM ASTM 02940. VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE.THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A EVERETT,WA 98201
<br /> 20. THE GENERAL CONTRACTOR SHALL MAINTAIN,IN GOOD CONDITION,ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, THREEWMELL OR TANDEM ROLLER.
<br /> ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 2.7 UNSUITABLE MATERIAL:HIGH AND MODERATELY PLASTIC SILTS AND CLAYS(LL>45).MATERIAL CONTAINING REFUSE,FROZEN LUMPS,
<br /> 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH ABATING OF NOT LESS DEMOLISHED BITUMINOUS MATERIAL,VEGETATIVE MATTER,WOOD,STONES IN EXCESS OF 3 INCHES IN ANY DIMENSIONS AND DEBRIS 3.8 FINISH GRADING:
<br /> AS DETERMINED BY THE CONSTRUCTION MANAGER.TYPICALLY WILL BE SOILS CLASSIFIED BY ASTM AS PT,MH,CH,OH,ML,AND OL. ,
<br /> THAN 2-A TO 2-A-10B:C AND SHALL BE WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING A.PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH,EVEN SURFACE DRAINAGE OF
<br /> COMPLETED DURING CONSTRUCTION. 2.8 GEOTEXTILE FABRIC:MIRAFI 500X OR APPROVED EQUAL. THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION,GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY REVISIONS
<br /> 22. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC.AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES,AND WHEREAND STRUCTURES.
<br /> REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. 2.9 PLASTICTIG MARKINGDERESHALL BEACIDWIDE
<br /> MINIMUM THICKNESS
<br /> OF 0.004
<br /> MARKING
<br /> EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR STRENGTHSTROF 500UNDPSIIN BOTH DIREUTILITITIBINCHESWIDEACTUAWIH INTEGRAL CONDUCTORS,
<br /> FOILS.TAPE SHALL HAVE MEANSANM B.ANDIFER REPLACEMENTORY FILLF REMOVE UNSUITABTING FROMEHELSCAVATION WORK IN THE CONSTRUCTION OF FILLS.EMBANKMENTS
<br /> LEE E TIO PSI INA DIRECTIONS ANDMANUFACTUREDBURIUP3 WITH INTEGRAL CONDUCTORS.FOIL BACKINGTAP SHALL ABE ENAS TO AND FOR REPLACEMENTS OF REMOVED UNSUITABLE MATERIALS. REV. DATE DESCRIPTION BY
<br /> UTILIT D,TO:BCONTRACTOR SHALL PROVIDESAFEPA TRAINING FOR TME WORKING CREW THIS SHALL INCLUDE,BUT NOT BE ENABLE DETECTION BYA METAL DETECTOR WHEN BURIED UP T03 FEET DEEP.THE METALLIC CORE OF THE TAPEBEBE ENCASED A 07/11/2018 ISSUED FOR 90%CD REVIEW RKS
<br /> LIMITED,TO:A)FALL PROTECTION,B)CONFINED SPACE,C)ELECTRICAL SAFETY,D)TRENCHING 8 EXCAVATION. IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION.TAPE COLOR SHALL BE RED FOR C.ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2--3/4-CRUSHED STONE ON TOP SOIL STABILIZER FABRIC.
<br /> 23. ALL EXISTING INACTIVE SE ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. 0 08/27/2018 ISSUED FOR 100%CD CMB
<br /> SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE D.REPAIR ALL ACCESS ROADS AND SURROUND AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION.
<br /> WORK,SHALL BE REMOVED,CAPPED,PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE PART 3-EXECUTION
<br /> EXECUTION OF THE WORK,AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER,AND SUBJECT TO THE APPROVAL OF THE 3.7 ASPHALT PAVING ROAD:
<br /> OWNER AND/OR LOCAL UTILITIES. 3.1 GENERAL:
<br /> A DIVISION 800-KDOT FLEXIBLE PAVEMENT(UPDATE PER LOCAL DOT)
<br /> 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OF DRIVEWAY, A.BEFORE START GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT CONTROL,MEASURES.THE WORK AREA
<br /> SHALL BY GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY B.SECTION 403-MODOT ASPHALT CONCRETE PAVEMENT.
<br /> TIME.
<br /> 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION,EROSION CONTROL MEASURES.
<br /> IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION B.BEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING,ESTABLISH AND MAINTAIN ALL LINE,GRADES,ELEVATIONS AND
<br /> AND SEDIMENT CONTROL. BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.
<br /> 28.NO FILL OR EMBANKMENT MATERIAL SHALL BY PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES,BRUSH,STUMPS,RUBBISH,OTHER DEBRIS,AND
<br /> PLACE IN ANY FILL OR EMBANKMENT. VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.
<br /> 27.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY 1.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAT 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: NA Iv
<br /> UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC ROOTS,STUMPS,AND OTHER DEBRIS,BRUSH AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND
<br /> RIGHT OF WAY SHALL BY BACKFILLED WITH PLOWABLE FILL OR OTHER MATERIAL.PRE-APPROVED BY THE LOCAL JURISDICTION. SURFACE,RAKE,DISK,OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES LICENSURE:
<br /> ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED.
<br /> 28. ALL NECESSARY RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
<br /> DISPOSED OF INA LAWFUL MANNER. 2.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF O���
<br /> TOPSOIL.AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS.
<br /> 29. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS,AND OTHER DOCUMENTS SHALL BE
<br /> TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 3.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED TILL DEPRESSIONS RESULTING FROM CLEARING,GRUBBING,
<br /> p 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. ` `,p�w�'LS,Fji- O
<br /> i PROJECT AND PRIOR TO FINAL PAYMENT. D.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING 47 (4,'�Y /" ,�/Y(A1\ IA
<br /> OPERATIONS.BURNING WILL NOT BE PERMITTED. 'V _9 O
<br /> e 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 4 ' �CI 'IL �L
<br /> C 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE,AND IS NOT FOR E PRIOR TO EXCAVATING,THOROUGHLY FEATURES ON THE DRAWINGS AND TO AASSCERTA NINE HTHE EXISTENCE AND LOCATION OF ANYE AREA TO BE EXCAVATED AND/OR TSTRUCTURE,UNDERGROUNDTO VERIFY THE TIONS OF "r-,SI Yy -f 7..1,/ �7
<br /> LSf HUMAN HABITAT(NO HANDICAP ACCESS REQUIRED). STRUCTURE,OR OTHER ITEM THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.NOTIFY THE CONSTRUCTION "'"Y /� W '7
<br /> III33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,APPROXIMATELY 2 TIMES PER MONTH,BY SPRINT MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
<br /> TECHNICIANS. F.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL.ALL EXCESS EXCAVATED AND UNSUITABLE %-.
<br /> MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. �O 55959 'wa
<br /> 34.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
<br /> 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION SPRINT �4 kgGISTF.I�GO
<br /> MOBILITY GROUNDING STANDARD-TECHNICAL SPECIFICATION FOR CONSTRUCTION OF WIRELESS SITES"AND'TECHNICAL 3.2 BACKFILL: S, r
<br /> DRAWINGS ON DRAWINGSHALL GOVERN.IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE A AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,INCLUDING EXPIRATION OF THE `SIGNAL 1G�
<br /> e SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE,BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO
<br /> RESTORE THE REQUIRED FINISHED GRADE.
<br /> 38. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION.IF
<br /> SUBCONTRACTOR CANNOT OBTAIN A PERMIT,THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY, 1.PRIOR TO PLACING BACKFILL AROUND STRUCTURES,ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF
<br /> ALL TRASH,DEBRIS AND UNSUITABLE MATERIALS. SHEET TITLE:
<br /> 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
<br /> 2.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN
<br /> 38.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTED.WHERE GENERAL NOTES
<br /> CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OF PROCEEDING WITH HAND OPERATED COMPACTORS ARE USED,THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN
<br /> Is CONSTRUCTION. LOOSE DEPTH AND COMPACTED.
<br /> 4T
<br /> ! 38.NO WHITE STROBIC LIGHTS ARE PERMITTED.LIGHTING,IF REQUIRED,WILL MEET FAA STANDARDS AND REQUIREMENTS. 3.WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY,THE
<br /> p 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MEI'UNLESS OTHERWISE
<br /> F AUTHORIZED BY THE GEOTECHNICAL ENGINEER.THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS
<br /> b41.NO NOISE,SMOKE,DUST,OR VIBRATION WILL RESULT FROM THIS FACILITY.(DISREGARD THIS NOTE IF THIS SITE HAS A NECESSARY.SUCH AS DISKING AND DRYING,ADDING WATER,OR INCREASING THE COMPACTIVE EFFORT TO MEET THE SHEET NUMBER:
<br /> ti MINIMUM COMPACTION REQUIREMENTS.
<br /> IN GENERATOR) e
<br /> I 42.NO ADDITIONAL PARKING TO BE PROPOSED.EXISTING ACCESS AND PARKING TO REMAIN,UNLESS NOTED OTHERWISE B.THOROUGHLY TET,ASTMH
<br /> BACKFILL TOAMINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE I ��
<br /> 6 STANDARD PROCTOR TEST,ASTM D 898. ! Tm2 NEB 43.NO LANDSCAPING IS PROPOSED AT THIS SITE UNLESS NOTED OTHERWISE. % �,�. F
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