4634 ALGER AVE VERIZON WIRELESS ANTENNA 2019-08-07

CONTRACTOR NOTES TIGHTEN ALL BOLTS FOR EQUIPMENT SUPPORTING FRAMES&ALL OTHER STRUCTURES 2. MATERIALS: 5. ALL.GROUND CONNECTIONS ABOVE GRADE(INTERIOR & EXTERIOR) SHALL BE FORMED THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE MOUNTED/CONNECTED TO POLES,TOWERS, PARAPETS, ETC., FIRST TO MSC SNUG USING TWO (2) HIGH PRESS CRIMPS. Ul CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. A. COAXIAL CABLE: ,t REQUIREMENTS &THEN TO NSC - 'TURN OF THE NUT' METHOD. V CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP& OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID a. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH CONNECTION BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED &TIGHTENED AS EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR THE RESPONSIBILITY OF PER SECTION 8.2.1 OF THE RISC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR CABLES SUPPORTED AT NO MORE THAN 3'-D"O.C. WEATHERPROOF ALL 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION NOTIFYING (IN WRITING)THE ARCHITECT/ENGINEER OF ANY CONFLICTS. ERRORS.OR A490 BOLTS, LOCATED IN THE AISC MANUAL OF STEEL CONSTRUCTION. CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER RESISTANT MATERIAL. 4 OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF MANUFACTURERS' REQUIREMENTS.TERMINATE ALL COAXIAL CABLE THREE Z DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, THE INSTALLATION PROCEDURE IS PARAPHRASED AS FOLLOWS: (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS UNLESS DIRECTED OTHERWISE. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES&TIGHTENED BY ONE OF STATED. OTHERWISE INDICATED. GENERAL NOTES: THE METHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4. Q b. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8"AND 9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 10-FT. (0 82.1 TURN-OF-THE-NUI TIGHTENING: IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8". LONG(OR NOTED OTHERWISE ON PLANS),AND SHALL BE DRIVEN VERTICALLY WITH THEIR DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS J SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION & BROUGHT TO A SNUG TOPS 18" BELOW ANAL GRADE OR 6"BELOW FROST LINE FOR MAXIMUM DEPTH. C) 3. ANTENNA AND COAXIAL CABLE GROUNDING NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE TIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE 10.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK FURNISHING ALL MATERIALS. EQUIPMENT, LABOR.AND ANYTHING ELSE DEEMED NECESSARY SIMULTANEOUSLY SNUG TIGHT&THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED, (/) �H TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL TIGHTENED FURTHER BY THE OF COAXIAL CABLE(NOT WITHIN BENDS) W to PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT THE JOB APPLICABLE AMOUNT OF ROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION 11.USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED � ? SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH.TIGHTENING 4, COAXIAL CABLE IDENTIFICATION WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. Z Q_ WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT IN A MM M THAT THE PROJECT MAY BE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING WITH MANNER THAT WILL MINIMIZE RELAXATION OF PREVIOUSLY PRETENSIONED BOLTS. 12.GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6"MINIMUM CONSTRUCTION.ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, BELOW THE FROST UNE. THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. DEFINED IN SECTION 8.1 OF THE SPECIFICATION. PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: 13.INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF i'-O"FROM THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH METAL PATES: a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA EQUIPMENT CONCRETE PAD. SPREAD FOOTING, OR FENCE. CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED), SEA-JANBO CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PART 1-GENERAL_ 14.EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD b. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE GALVANIZED SPRAY. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE 1. SECTION INCLUDES: WAVEGUIDE ENTRY PORT. 15.OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING B. USE ANDREW CABLE TIES (PT.# 27290)TO SECURE IDENTIFICATION TAGS. GROUNDING TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF UNDER BASE PLATES. THE WORK UNDER THE CONTRACT. 5. TESTING 16.GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S 2. SUBMITTALS: (4TX MOD) THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO SHOP DRAWINGS: INDICATE SIZES, SPACING. AND LOCATIONS OF STRUCTURALRECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE MEMBERS.OPENINGS, CONNECTIONS, CAMBERS. LOADS.AND WELDED SECTIONS. VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THE 4634 ALGER AVE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. COAXIAL SWEEP TEST &REPORT. THE CONTRACTOR IS TO PROVIDE CLIMBER/QUALIFIED 17.MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 EVERETT,WA 98203 3. QUALITY ASSURANCE PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS OHMS. SNOHOMISH COUNTY AU.WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMUM OF 48 ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS,AND ORDINANCES. CONTRACTOR A. FABRICATE STRUCTURAL s ILLL MEMBERS IN ACCORDANCE WITH AJSC HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. 18.CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES, RULES, REGULATIONS SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY. MUNICIPAL AND UTILITY COMPANY STEEL FOR BUILDINGS. ELECTRICAL NOTES: SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL OC ENGINEER LICENSED IN THE STATE. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NEPA 70, AND THE STATE LAWS, RULES THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED AND REGULATIONS FOR INSTALLING ELECTRIC WIRES& EQUIPMENT,ALL LATEST ISSUE, BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PART 2-PRODUCTS AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A.5651-401. I.C.EA ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT.THE CONTRACTOR SHALL 1. MATERIAL P81-570. & LOCAL PUD. CAMP+ ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER A ACCESS. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 FURNISHEDPROVIDE BACK BOARD. ASSOCIATES PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. B. STRUCTURAL TUBING: ASTM A500. GRADE B C. PIPE: ASTM A53,TYPE E OR S, GRADE B UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 4O, 19401 40TH AVE.W"SUITE 304 GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF D. BOLTS, NUTS,AND WASHERS: ASTM A325 TYPE I. CONFORMING TO UL ARTICLE 651:WESTERN PLASTICS OR CARLON LYNNWOOD,WA 98006 CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR E. ANCHOR BOLTS: ASTM A307 MANUFACTURER. COUPLINGS SHALL BE SLIP-ON. SOLVENT SEALED T PIPE: SOLVENT. - PHONE:(425)740-8992 CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. F. WELDING MATERIALS: An D1.1,TYPE REQUIRED FOR WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE -WIDE SWEEP"TYPE WWW.CAMPASSOC.COM MATERIALS BEING WELDED DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR WITH A 24"MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC MODIFICATIONS MAY BE REQUIRED TO SUR JOB CONDITIONS OR SITUATIONS,AND SUCH ENCASED IN S"X18"RED CONCRETE DUCTBANK). MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. G. GROUT: NON-SHRINK TYPE, PREMIXED PROJECT MANAGER: E.G COMPOUND CONSISTING OF CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING NONMETALLIC AGGREGATE. CEMENT, COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW IMPROVEMENTS. EASEMENTS. PAVING, CURBING, ETC. DURING CONSTRUCTION UPON WATER REDUCING AND PLASTICIZING FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS. USE RIGID GALVANIZED STEEL PREPARED. BY: RDL COMPLETION OF WORK.CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE ADDITIVES. CAPABLE OF DEVELOPING CONDUIT. OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. A MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC.THERE WILL CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE H. SHOP AND TOUCH-UP PRIMER: SSPC 15,TYPE 1, RED OXIDE BE NO SPLICES ALLOWED. PROVIDE HOPE PULLING HAND HOLES AS NEEDED. APPROVED BY: E.G DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. RUBBISH AND REMOVE I. TOUCH-UP PRIMER FOR GALV. I EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY,PREMISES SHALL BE LEFT J. SURFACES: ZINC RICH TYPE CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. 2. FABRICATION GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES. REGULATIONS GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG COMPRESSION TYPE. AND SAFETY REGULATIONS.ALL OSHA REGULATIONS,ALL PUBLIC AND MUNICIPAL CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT ROI. 10/2/18 ISSUED FOR REVIEW AUTHORITIES,AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. EXPOSED WELDS SMOOTH. EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BERa. 9/25/18 ISSUED FOR PRELIM REVIEW TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF 3. FINISH GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ROL 9/12/18 ISSUED FOR PREIJM RENEW WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR ANTI-CORROSIVE AGENT SUCH AS "NO-OXY, "NOAOLX"OR 'PENETROX". VERIFY IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC PRODUCT WITH PROJECT MANAGER. ALL BOLTS,WASHERS AND NUTS USED ON PLAN REVIEWERS SIGNATURE TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SP-1 TO SP-10 PROCEDURES. GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT B. STRUCTURAL STEEL MEMBERS SHALL HOT DIPPED GALVANIZED. AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE PART 3-EXECUTION TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE. OR EQUAL, 1. EXAMINATION AND PREPARATION:VERIFY THAT THE FIELD CONDITIONS ARE DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ACCEPTABLE. ANTENNA, COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 2. ERECTION: CONTRACTOR TO ENSURE ILC PROVIDED WITH(2) INTERNAL TVSS. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING SPECIALUNDERGROUND A A INSPECTIONS: FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND UTILITIES. WHEREVER POTENTIAL CONFLICTS/INTERFERENCES EXIST, HAND EXCAVATE TO INSTALLATION OF PERMANENT BRIDGING AND BRACING. AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC SPECIAL INSPECTIONS &STRUCTURAL OBSERVATIONS SHALL BE REQUIRED FOR ALL HIGH ROW. PROFESSIONAL STAMP STRENGTH NUTS & BOLTS &ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS&AS B. FIELD WELD COMPONENTS INDICAlEO ON SHOP D[LAW[NGS. 12346 / OTHERWISE REQUIRED BY 2015 IBC CHAPTER 17. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.T.C. RATING OF THE REG A� 3. D ITEMS TO BE INSPECTED SHALL INCLUDE BUT NOT BE I IMITFD TO: C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT' APPROVAL OF PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE , �, IT M 1. HIGH STRENGTH BOLTS (REFER TO STRUCTURALS). THE ARCHITECT/ENGINEER. / ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. 2. CONCRETE EMBEDDED BOLTS(REFER TO STRUCTURALS). • 3. OTHER HIGH STRENGTH STEEL CONNECTION COMPONENTS(REFER TO STRUCTURALS). D. AFTER ERECTION,TOUCH-UP WELDS. ABRASIONS,AND SURFACES NOT SHOP UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON , ^Y SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110& 1704 SHALL BE PERFORMED(ASPRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID r.1 J. ALE PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER � REQUIRED) BY QUALIFIED TESTING AGENCY APPROVED BY THEPURPOSES ONLY. SECTION 05000,-METALS, PART 2- PRODUCTS. H & I. SURFACES TO BE IN STATE • WASHINGTON ARCHITECT/ENGINEER. SPECIAL INSPECTION AGENCY SHALL BE RETAINED BY PROJECT CONTACT WITH CONCRETE NOT INCLUDED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK/ OWNER OR THEIRHRESPONSIBLECOPIES CHARGE.ALLARINSPECTIONHITECT, ENG&'IL OF RECORD, &BUILDING MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND �� DEPARTMENT SHALL RECEIVE OF &TE31 RESULTS. REFER TO 3. FIELD QUALITY ION CONTROL SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL. DOCUMENTS FOR SPECIFIC INFORMATION. FIELD INSPECTION OF MEMBERS, CONNECTIONS,WELDS AND TORQUING. ROPES CABLES. PULL BOXES,CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED). SHEET NAME ALL A36 THREADED ROD& U-BOLTS SHALL BE TIGHTENED TO MSC SNUG REQUIREMENTS. TELECOMYUNICAT10NS WIRING COMPONENTS TRANSFORMER PAD, BARRIERS. POLE RISERS.TRENCHING, BACKFILL, PAY ALL UTILITY 7:-,,:.7,:,,,,, THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES (COAXIAL ANTENNA CABLE) COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. GENERAL " IN A JOINT ARE IN FIRM CONTACT.THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 1. GENERAL GROUNDING NOTES: 'A36 NUT&BOLT TIGHTENING DOES NOT REQUIRE SPECIAL INSPECTION. A. ALL MATERIALS,PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL 1. LACE.ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN A325&/OR A490 NUTS&BOLTS TIGHTENING REQUIRE SPECIAL INSPECTION. - BE AEW ANC OF STANDARD COMMERCIAL QUALITY. - -- AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. - ,%- STRENGTHALL BOLTS FOR T SUPPORT FRAMES&ALL R STRUCTURES RTMN MATERIALS AND PRODUCTS WILL BE SUPPUED BY THE OWNER 2. CONDUIT ROUTINGS ARE SCHEMATIC. HALL CONDUITS SO (ORMOUNTED/CA490 HIGHEECTED TO STRENGTH AS REQUIRED)UNO.E SHALLPOLES,TOWERS, PARAPETS,ETC. BE HIGH- B. MATERIALS CONDITIONSD PPJFOR THE LIST FOR THESE OF OWN). ER CONTRACTOR E R EQUIPMENT,(REFER ACCESS TO OCONIRACTO NISIRS NOT BLBLE CKEF CONTRACTOR PERLYSSEQUENGNGLGROUNDING AND THAT D. SHEET NUMBER ''.. RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS. UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE SP-1 .0 TIGHTEN ALL BOLTS SUPPORTING ALL ANTENNAS. RRUS, OVPS.ETC.,TO MSC SNUG REQUIREMENTS.'�GENERAL --. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. GENERAL NOTES SHALL BE SUPPLIED BY THE CONTRACTOR 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC(CADWELD). 1 PROJECT NUMBER 2018834046