709 80TH ST SW T MOBILE ANTENNA 2023-08-08

GENERAL CONSTRUCTION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINTIION$SHALL APPLY: CONCRETE ONRY UNITS (GILL FIBERGLASS REINFORCED PLASTIC (FRP7 GENERAL CONTRACTOR- GENERAL CONTRACTOR 1. MASONRY UNITS SHALL BE GRADE N-II UNITS, 1500 PSI,CONFORMING TO THE LATEST ASTM DESIGNATION 1. ALL FRP MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS: PULTRUDED SHAPES/THREADED ROD: SUBCONTRACTOR - CONTRACTOR(CONSTRUCTION) (DESIGN F'M 1500 PSI.) FlBFRCRAIE DYNAFORM(LARR : 25536) RFTRANSPARENT PANELS: SCI F1BERCELL. A OWNER -T-MOBILE 2. PORTLAND CEMENT SHALL CONFORM TO ASTN DESIGNATION C-150&BE AS SPECIFIED FOR CONCRETE. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND T-M081LE PROJECT 3, MORTAR MIX SHALL CONFORM TO THE REQUIREMENTS OF I.B.C.TABLE 2103.7,TYPE S.& PROJECT 2. ALL FRPCUT MEMBERS AND PANELS TO BE SUPPLIED BY SCI. SPECIFICATIONS. SPECIFICATIONS. MORTAR SHALL.ATTAIN A COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. 3. ALL STRUCTURALTT UR AND HOLES SHALL BE SEALED WITH A RESIN COMPATIBLE WITH THE RESIN MATRIX USED IN 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH 4. GROUT SHALL CONFORM TO THE REQUIREMENTS OF SECTION 2103 OF I.B.C.FOR COARSE GROUT. USE THE SHAPE. ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR4. THE FABRICATORUDEDSTRUCTURAL AND CONTRACTOR SHALL USETO E ENT RE BREAKAGE. NICKS TO PROTECT THE FIBERGLASS AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT SUFFICIENTATT N A COMPRESSIVE FOR GROUT TO FLOW INTO ALL AT OF THE MASONRY WITHOUT SEGREGTION, GROUT PULTRUDED TION,O HANDLIG,AND INS FROM ABUSE TO PREVENT NICKS,GOUGES,ETC, DURING A�CAN7TOr�M�I� SHALL ATTAIN A STRENGTH OF 2000 PSI 28 DAYS. DOCUMENTS. FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED 5. PROVIDE A MINIMUM OF 1/2'GROUT BETWEEN MAIN REINFORCING&MASONRY UNITS. 5. STRUCTURAL SHAPES BE FABRICATED AND ASSEMBLED AS INDICATED ON THESE DRAWINGS. AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE 6. LOW UFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 7. CELLS SHALL BE IN VERTICAL AUGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES 6. FRPOBOLTSD SHOULD TIGHTENED 1/2 TURN PAST SNUG AND PANELS WO WITHU EPDXY, 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CONTAINING REINFORCING STEEL 7. NO FIELD MODIFICATIONS MAY MADE TO RFTRANSPARENT NGIEROF WITHOUT THE EXPRESS WRITTEN CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALLON ISSUE APPROPRIATE NOTICES 8. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE&HEIGHT OF UNITS, LAYING PATTERN &JOINT TYPE. CONSENT FROM THE ENGINEER OF RECORD. ENGINEER OF RECORD ASSUME NO RESPONSIBILITY FOR THE AND COMPLY WITH ALL T-MOBILE, ORDINANCES, RULES, REGULATIONS,, AND LAWFUL ORDERS OF ANYSTRUCTURE IF ALTERATIONS AND/OR ADDITIONS ARE MADE TO THE DESIGN AS SHOWN IN THESE DRAWINGS PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY ® M �eDill " SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES,AND APPLICABLE REGULATIONS. ELECTRICAL NOTES: GROUNDING NOTES: 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 1. ELECTRICAL CONTRACTOR SHALT. SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOUD COPPER CONDUCTORS APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE CONSTRUCTION SHALL BE IN ACCORDANCE W//DpRRAqWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF TO DRAWINGS. ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, PARALLEL UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' WAS EXOTHERMIC WELD. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AND THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST LABEL EACH SECTION ("P", "A', 'N', 'I")WITH 1"HIGH LETTERS. ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN THEREOF. AU. (E) CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC.. THAT ARE PART OF THE 3. ALL HARDWARE 18-8 STAINLESS $TEE. INCLUDING LOCK WASHERS, COAT ALL Tangent INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. SURFACES MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY REUEVE CONTRACTOR OF PERFORMING ALL WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHIN- BE PRIOR TO PROCEEDING WITH WORK WORK NECESSARY FOR A COMPLETE AND WORKING SnIUM. STAINLESS 221,>uPA AVE nm 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 3. ALLWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL STEEL 3/8 INCH DIAMETER OR LARGER. `AMA a„oAueaa7 MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CODES AND LOCAL,ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE AND SHALL INCLUDE BUT NOT BE LIMITED TO: LUG AND SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER C - NATIONAL FIRE CODES STEEL COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING, PRIOR TO PROCEEDING. A. UL- UNDERWRITERS LABORATORIES 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR 10.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND B. NEC- NATIONAL ELECTRICAL CODE AND BOLTED BUILDING OCCUPANTS THAT ARE LIKELY TO BE MI•tt,'TEU BY THE WORK UNDER THIS CONTRACT. WORK C. NEMA- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. ON THE BACK SIDE. SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. D. OSHA- OCCUPATIONAL SAFETY AND HEALTH ACT 6.ANTENNA OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, 11.GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER E. SW - STANDARD BUILDING CODE DISCIPLINES. 4. D0 NOT SCALE ELECTRICAL DRAWINGS. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 12.ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID NEEDED. PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT(E) SERVICES WITHOUT WRITTEN PERMISSION OF THE (E) TOWER.'THE SUBCONTRACTOR SNAIL OBTAIN APPROVAL FROM THE TOWER OWNER 13.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL OWNER. PRIOR TO JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN.HAZARD FREE,AND DISPOSE OF ALL DEBRIS. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO A ELECTRICAL THE GROUNDINGANDGROUNDING BAR TO THE TOWER. C. 14.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 8• ALL AT THE CELL SRE SHALL COMPLY WITH THE WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.SUBCONTRACTOR SHALL 7. THE TERM 'PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE NATIONAL NOTIFY THE GENERAL CONTRACTOR OF ANY (E) CONDITION$ THAT DEVIATE FROM THE DRAWINGS PRIOR CONTRACTOR SHALL FURNISH AND INSTAL. ELECTRICAL CODE NATIONAL FIRE PROTECTION ASSOCIATION TO THE BEGINNING CONSTRUCTION. (NFPA) 780 15.SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE LUG (LATEST (NEC),( DRAWN BY: RFD COMMENCEMENT OF WORK. SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE Of TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' EDITION),AND MANUFACTURER. 16.THE SUBCONTRACTOR SHALL PROTECT (E) IMPROVEMENTS. PAVEMENT$, CURBS, LANDSCAPING AND CONFIRMATION, ETC...ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION CHECKED BY: MR STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE MANAGER.INIMM PRIOR TO SHALL BEGINNINGE ANY WORK. SATISFACTION OF THE OWNER. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. 17.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF ALL CONDUCTORS SHALL BE COPPER WITH THIN INSULATION. SITE WORK 6 DRAINAGE CONSTRUCTION. 10.OUTLET BOXES SHALL BE PRESSED STEEL INDRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN IS.GENERAL CONTRACTOR SEANCE. COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND i 1.WET/DAMP NOT LOCATIONS INTENT OF THESE L ENCLOSURES SHOFOR OTHER HVERCMINORED AREAS.OF THE CONSTRUCTION, PART 1-GENERAL SUBCONTRACTORS TO THE SITE AND/OR BUILDING. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL STShM CLEARING,GRUBBING, STRIPPING, EROSION CONTROL,SURVEY, LAYOUT, IS.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. THESESUBGRADEPLANS.PREPARATION AND FINISH CONSTRUCTION UNTIL JOB COMPLETION, 12.ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQURED BY G REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE 20.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH SPECIFICATIONS, SET FORTH BY T-MOBILE, ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, 1.1 REFERENCES: 21.THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A WORKMANLIKE MANNER. THE COMPLETED STSILM SHALL BE FULLY OPERATIVE AND SUBJECT TO A. DOT(STATEC DEPARTMENT T TATIQN STANDARD SPECIFICATIONS FOR HIGHWAY RATING OF NOT LESS THAN 2-A OT 2-A.10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. CONSTRUCTION-CURRENT EDfIiON), TO A PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). LL 22.ALL (E) ACTIVE SEWER, WATER, GAS. ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL OF CONSTRUCTION. C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). t 07ro7rz027 700%CD'S FOR SUBMITTAL SS TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS 15,CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 1.2 INSPECTION ANTI TESTING: 0 OSDATE t 90%CD'S FOR REVIEW RFD WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL A. SUBCONTRACTORSFIELO TESTING OF EARTHWORK COMPACTION AND CONCRETE CYUNDERS SHILL PERFORMED BY REV DATE SS�iIPTION BY SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE UNITED TO A) FALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY INDEPENDENT TESTING LAB.THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR. , PROTECTION, B)CONFINED SPACE,C) ELECTRICAL SAFETY, D)TRENCHING &EXCAVATION. HAVE BEEN DAMAGED THEREIN. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE 11 23.ALL (E) INACTIVE SEWER, WATER. GAS, ELECTRIC, AND OTHER UTILITIES. WHICH INTERFERE WITH THE 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC GENERAL INSPECTION THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS L+. + EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED. PLUGGED OR OTHERWISE DISCONNECTED AT LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS.IT IS THE FURTHERSUBC WORKTIRACTOR'S RESPONSIBILITY TO ~ t ^•' POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE 18.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH THAT WOULD MAKE PARTS OF 1 : RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL ALL OUTLETS AS INDICATED, WORK INACCESSIBLE OR DIFFICULT TO INSPECT. I UTILITIES. 19.DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT 24.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, .AND/OR CABLES INCLUDING EXCAVATION AND BACKFIWNG AND COMPACTION. REFER TO NOTES AND 1.3 SITE MAINTENANCE AND PROTECTION;EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT REQUIREMENTS 'EXCAVATION,AND BACKflWNG. A PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE ^�` EROSION 20.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE (N) AND 25.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE (E) SITE DURING CONSTRUCTION. EROSION SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS B. REMAIN. TAKEACGE TO THE SITE AND TO(E)FACILITIES,STRUCTURES,TREES,ANDDESIGNATED SHRUBS DESIGNATED TO r CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE OF THE NEC, NEMA AND IECE REMAIN. PROTECTIVE MEASURES TO PREVENT(E)FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL ■ FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL FROM BEING FREE DAMAGED BY THE WORK, 26.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS. UGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION C. KEEPO SITE EROSION OF ALL PENDING WATER. M SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. MANAGER PRIOR TO INSTALLATION. D. PROVIDE CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA AND SIMILMENTS, , 27.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES,WARNING SIGNALS SIMILAR DEVICES t� Ill jt ;,` STANDARD PROCTOR DENSITY UNDER PAVEMENT MD STRUCTURES AND 80 PERCENT STANDARD PROCTOR CONTRACTORS RESPONSIBILITY AND SHALL BC INCLUDED IN THE COST FOR WORK AND PERFORMED TO NECESSARYOVE SUCH PROTECT ESAUPO THEFTM FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. +` �, DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFIILED WITH (E)EMVE ALL DEVICES UPON COMPLETIES SERVINGOF THE WORK. `7 ` PLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. THE SATISFACTION OF THE'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. F. UTILITIES: DO NOT INTERRUPT(E)UTILITIES FACILITIES OCCUPIED BY CCE OWNER OR OTHERS, I f l I S T I 28.ALL NECESSARY RUBBISH, STUMPS. DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED 23.THE RI ELECTRICAL CONTRACTORLLESHALL LABEL ALL PANELS WITH ONLY TYPEWRITTENOR. DIRECTORIES. ALL EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ATHECCEPTABLE TEMPORARY ' `^'{.,._ i.,-r ``S� FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. ELECTRICAL WIRING SMALL.BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. UTILITY SERVICES HAVE BEEN PROVIDED. SUPETIES R • dEV liEb ...� 29.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER 24.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUACK-BREAK HOER My DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION ENCLOSURES.AS REQUIREDSHAL BY EX YAM TYPE . PROVIDE RRU A MINIMUM IL-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE BUPER WILL. OATHS SE UNDER OBSERVATION. E� AND PRIOR TO PAYMENT. 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS INTERRUPTING ANY UTILITY SERVICE. 30.SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR NO-OXIDE A" BY O ATTDDINE CHEMICAL CO. COAT NL WIRE SURFACES BEFORE CONNECTING. EXPOSED RISAVIOLATION OF LAW FORAM'PERSON,UNLESBTREY UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. COPPER SURFACES,INCLUDING GROUND BARS, SHALL TREATED - NO SUBSTITUTIONS. ARE ACTING UNDER THE FOR ANY PER ON,UNLESS 31.SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 26.RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1980E ENVIRONMENTAL NOTES PROFESSIONAL ENGINEER,TO ALTER OF DOCUMENT, 32.THE PROPOSED FACILITY WILL UNMANNED IN A AND DOES NOT REQUIRE POTABLE WATER OR SEWER CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SHALL BE HR AND IS NOT FOR HUMANLL HABITAT Ai(NO HANDICAP NOTREQUIRED), SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 33.SERVICE.00CUPANCYIS LIMITED TO PERIODIC MAINTENANCE AND ACCESSINSPECTION,REQUIRED). APPROXIMATELY 2 TIMES PER MINIMUM OF 2 FT. RADIUS. RCS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF MONTH. BY T-MOBILE TECHNICIANS. ALL FIRINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH EROSION AND MENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES. T-MOBILE SITE ID: 34.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 'BRTTE ZINC' OR 'GOLD GAILY. ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL HARDENSON RD.ATC-SE52XC336 35.ALL BE FURNISHED AND WORK BE PERFORMED IN ACCORDANCE WITH THE 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. INSPECTION& RFT FSF OF SITE, REVISIONMATERIAL L SHALLLE FURNISHED WORK SHALL'TECHNICAL SPECIFICATIONMEDIN FOR CONSTRUCTION TELATESTOF 28.CONDUCTORS: CONTRACTOR SHALL USE 98X CONDUCTMIY COPPER WITH TYPE THIN INSULATION. 800 3. CONTRACTOR SHALL INSTALL/CONSTRUCT AL NECESSARY SEDIMENT/SILTT-MOBILE SITE NUMBER:SE07448A REVISIONS WIRELESSMOBLESITES" AND 'TEgINIOAL SPECIFICATION FOR FACILITY GROUNDING".C CASE A VOLT• COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE CONTROL FENCING AND PROTECTIVE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. MEASURES WITHIN THE U OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. ATC SITE NUMBER:ADDRESS:) CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL 29.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED BAST-ON 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT OIE PROPERTY.THE CONTRACTOR IS RESPONSIBLE FOR TAKING GOVERN. CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 ADEQUATE MEASURES FOR CONTROLLINGBJECT EROSION.ADOITiONN.SEDIMENT CONTROL FENCING MAY BE T-MOBILE SITE 36.SUBCONTRACTORS SQUALL BE RESPONSIBLE FOR OBTAINING ALL.PERMITS AND INSPECTIONS REQUIRED FOR AWN"AND LARGER. REQUIRED IN ANY AREAS SUBJECT TO EROSION. 709 80TH ST SW,EVERETT,WA 98203 CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL 30.SERVICE: 240/120V, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTRACTOR IMMEDIATELY. TSINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. COUNTY:SNOHOMISH COUNTY 37.SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. OWNERS AGENT WILL APPLY FOR POWER. 6, CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A 38.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS 31.ON TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. PROVIDETOD BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 7. SEEDING AND MULCHING AND/OR SODDING OF THE SITEWILL BE ACCOMPLISHED AS SOON AS SHEET TITLE PRIOR WHITE ORDERING STROBIC MATERIAL OR PROCEEDING WITH CONSTRUCTION. POSSIBLE AFTER COMfNFTWFi OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 39.NO LIGHTS ARE PROLE'ED. LIGHTING IF REQUIRED, WILL MEET FM STANDARDS AND 33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12'BELOW GROUND AND 8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED REQUCOAXIALIREMENTS. DIRECTLY_ABOVE ELECTRICAL.AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ 'CAUTION BURIED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL GENERAL NOTES 40.ALL REQUIREMENTS. CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ELECTRIC OR "BURIED TELECOMM'. LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS 41.NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF 34.AU.BOLTS SHALL BE STAINLESS STEEL LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES,STRAW THIS SITE HAS A GENERATOR) BALE SEDIMENT BARRIERS,AND CHECK DAMS, 42.NO ADDITIONAL PARKING TO BE PROPOSED. (E) ACCESS AND PARKING TO REMAIN, UNLESS NOTED9. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD,SOUND, DURABLE, UNIFORM IN % OTHERWISE. QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE,THIN, ELONGATED OR SHEET NUMBER 43.NO LANDSCAPING IS PROPOSED AT THIS SITE, UNLESS NOTED OTHERWISE. LAMINATED PIECES, DISINTEGRATED MATERIAL ORGANIC MATTER, OIL ALKAI,OR OTHER DELETERIOUS SUBSTANCES GN-1