5828 GLENWOOD AVE VERIZON ANTENNA 2022-10-14

S CONTRACTOR NOTES: - ----- TIGHTEN ALL-BOLTS-FOR-EQUIPMENT SUPPORTING-FRAMES&ALL OTHER STRUCTURES 2. MATERIALS: - --- - 5. ALL GDUND 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 AISC SNUG USING TWO (2) HIGH PRESS CRIMPS. _- - CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. A, COAXIAL CAERE: UM CONTRACTORS BIDDING THE JOB ARE NEVERIHFI RR.CAUTONED THAT MINOR OMISSIONS _ REQUIREMENTS &THEN TO AISC - "TURN OF THE NUT" METHOD. ---- - - - -- 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALLCONNETART-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 AISC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR CABLES SUPPORTED AT NO MORE THAN 3'-0"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 SIttL CONSTRUCTION. CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER RESISTANT MATERIAL OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE Pill' DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK. THF_IN Al!ATION 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. MI♦; GENERAL NOTES. THE METHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4. b. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8'AND 9. GROUND RODS SHALL BE STAINI FRS STEEL OR COPPER CLAD STEEL 5/8"0 10-FT. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE.AND THIS R 2.1 TURN-OF-THE-NUT 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 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 FINAL GRADE OR 6"BELOW FROST UNE FOR MAXIMUM DEPTH. 11) NOTED OTHERWISE.THE GENERALCONTRACTOR'S SCOPE OF WORK SHALL INCLUDE TIGHT CONDITION AS DEFINED IN SECTION 8.7, UNTIL ALL THE BOLTS ARE 3. ANTENNA AND COAXIAL CABLE GROUNDING 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. TO COMPLETE INSTALLATIONS AS DESCRIBED HERON. INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL TIGHTENED FURTHER BY THE OF COAXIAL CABLE(NOT WITHIN BENDS) 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. WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT IN A THAT THE PROJECT MAY BE ACCOMPLISHED 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 LINE 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: GENERAL pl(111AMICs 13.INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0"FROM 1AIx8TIMERc.,,,ea THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH METAL NOTES: a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA EQUIPMENT CONCRETE PAD,SPREAD FOOTING,OR FENCE. /� �J�J/' CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE {WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). SEA-GLENWOO(� � CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PARTI-G(BNERAL 14.EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD b. SECOND LOCATION M 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. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES. BARS AND GROUTING 15.OBSERVE N.E.C.AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE B. USE ANDREW CABLE TIES CPT.#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: (RET4T THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO SHOP DRAWINGS: INDICATE SIZES,SPACING,AND LOCATIONS OF STRUCTURAL RECOMMENDATIONS 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 562I3GLENWOODAVE I fY'AI CODES OR ORDINANCES TAKE PRECEDENCE. COAXIAL SWEEP TEST&REPORT. THE CONTRACTOR IS TO PROVIDE CUMBER/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. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMUM OF 48 I ACCORDANCE WITH ALL APPLIrAA!F CODES, REGULATIONS,AND ORDINANCES. CONTRACTOR A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC 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 PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY STEEL FOR BUILDINGS. f].ECTAICAL N107F�S. SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE OC PERFORMANCE OF THE WORK, B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED ENGINEER LICENSED IN THE STATE IN COMPLIANCE WITH NATIONAL ELECTRIC CODE,NFPA 70,AND THE STATE LAWS, RULES THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PART 2-PRODUCTS AND REGULATIONS FOR INSTALLING ELECTRIC WIRES& EQUIPMENT,ALL LATEST ISSUE AND WITH SPECIFICATIONS PER A.S.T.M. B 231,B 400, I.C.EA. S651-401, LC.LA. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL 1. MATERIAL PB1-570, & LOCAL POD. CAMP+ ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE PROVIDE METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER ACCESS. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLEA FOR PROTECTION OF A. STRUCTURAL Si EEL MEMBERS: ASTM A572, GRADE 50 - FURNISHEDBACK 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 CONDOR SHALL BE RIGID POLYVINYL CHLORIDE CONDOR: SCHEDULE 40, 19401 40TH AVE.W+SU�� GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF D. BOLTS,NUTS,AND WASHERS: ASTM A325 LYNNWOOD,WA9W36 CONSTRUCTION DOCUMENTS UPDATED WITH THE LAILSI REVISIONS AND ADDENDA OR E ANCHOR BOLTS: ASTM A307 TYPE 1,CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. F. WELDING MATERIALS: AWS D1.1,TYPE REQUIRED FOR MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE SOLVENT, P110PE:(425)740-6392 WWW.CANPASSOC.COAI MATERIALS BEING WELDED WESTERN TYPE COMPATIBLE WITH PVC DUCT.ALL BENDS SHALL BE "VIDE SWEEP"TYPE 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 SUIT JOB CONDITIONS OR SITUATIONS,AND SUCH ENCASED IN 8"X18" RED CONCRETE DUCTBANK). I MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. G. GROUT: NON-SHRINK TYPE,PREMIXED PROJECT MANAGER: tAG COMPOUND CONSISTING OF CONDUIT USED INDOORS SHALL 8E E.M.T,AND RIGID GALVANIZED STEEL FOR OUTDOORS. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING NONMETAWC AGGREGATE,CEMENT, COUPLNGS 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 COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE ADDITIVES,CAPABLE OF DEVELOPING CONDUIT. PREPARED BY: DL OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. A MINIMUM COMPRESSIVE STRENGTH N 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 I, RED OXIDE BE NO SPLICES ALLOWED. PROVIDE HOPE PUWNG HAND HOLES AS NEEDED. APPROVED BY: GJV DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE I. TOUCH-UP PRIMER FOR GALV. 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. GA 6/1B/19 FINAL PERMIT ISSUE 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 GA 6/1.2/19 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 BE RDL 11/26/18155UED FOR 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 10/24/IS ISSUED FOR PREUM REVIEW 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 TO REPRESENTATIVE.ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SP-1 TO SP-10 PROCEDURES. GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. PLAN REVIEWERS SIGNATURE I SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. 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 KRDY 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: TO ENSURE ILC PROVIDED WITH(2) INTERNAL TVSS. A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND INSPECTIONS: FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST,HAND EXCAVATE TO INSTALLATION 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. Pgp P--T STRENGTH NUTS& BOLTS&ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS&AS 1 234b OTHERWISE REQUIRED BY 2015 IBC CHAPTER 17. B. FIELD WELD COMPONENTS INDICATE)ON SHOP DRAWINGS. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE REGI E ED ITEMS TO BE INSPECTED SHALL INCLUDE BUT NOT BE LIMITED TO- PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE / 1. HIGH STRENGTH BOLTS(REFER TO S7RUCTURALS). C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMB ER WITHOUT APPROVAL OF ENTRANCE SWITCH AND CONFIRM LOWERING OF MC TO ACCEPTABLE LEVELS. AR f/ I 2. CONCRETE EMBEDDED BOLTS(REFER TO STIRUCTURALS). THE ARCHITECT/ENGINEER. / 3. OTHER HIGH STRENGTH STEEL CONNECTION COMPONENTS (REFER 10 STRUC ORALS). D. AFTER ERECTION,TOUCH-UP WELDS,ABRASIONS,AND SURFACES NOT SHOP UTILITY POINTS OF SERVICE AND WORK /MATERIALS SHOWN ARE BASED UPON SPECIAL INSPECTIONS IN ACCORDANCE WITH EC 110& 1704 SHALL BE PERFORMED (AS PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID / REQUIRED)BY QUALIFIED 1F,IING AGENCY APPROVED BY THE PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER PURPOSES ONLY. G '�' J. ITAII INSPECTION SECTION 05000,-METALS, PART 2 -PRODUCTS, H & L SURFACES TO BE IN ER OARCHITECR THEIIRERES ON IBLER.SPECIAL CHA EARCHTTECTSENGINEERHALL BE ROF REECCORD,PROJECT BY ILDING CONTACT WITH CONCRETE NOT INCLUDED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / STATE �F WASHINGTON DEPARTMENT SHALL RECEIVE COPIES OF ALL INSPECTION Sc TEST RESULTS. REFER TO 3. FIELD QUALITY CONTROL: MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND DOCUMENTS FOR SPECIFIC INFORMATION. FIELD INSPECTION OF MEMBERS,CONNECTIONS,WELDS AND TORQUING. SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL E>//1 2019 ROPES,CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT(IF REQUIRED), SHEET ALL A36 THREADED ROD& U-BOLTS SHALL BE TIGHTENED TO AISC SNUG REQUIREMENTS. TELECOMNILRACATIONS WHWGCOMPONENTS TRANSFORMER PAD, BARRIERS, POLE RISERS,TRENCHING, BACKFILL" PAY ALL UTILITY'ME SNUG _ .. IN A JOINT TIGHT IN FIRM CONTACT. THISMAY BE AS THE TIGHTNESS NES BY AAT FEW EXISTIMS WHEN ACTS O IIANLES___ __.-_�____.-__...._-.._ _ _.COMPANY.FEES AND._.INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. GENERAL NOTES IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 1. GENERAL GROUNDING NOTES: 1YV O A36 NUT& BOLT TIGHTENING DOES NOT REQUIRE SPECIAL INSPECTION. A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL 1. 1ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN A325 &/OR A490 NUTS& BOLTS TIGHTENING REQUIRE SPECIAL INSPECTION. - -- -- -- BE NEW.AND OF STANDARD COMMERCIAL QUALITY. _ AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. ALL BOLTS FOR EQUIPMENT SUPPORT FRAMES &-ALL OTHER STRUCTURES -- --.---- - 2. CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALL CONDUITS SO THAT O MOUNTED CONNECTED TO POLES,TOWERS, PARAPETS, ETC.SHALL BE A325 HIGH B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER / TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, ACCESS TO EQUIPMENT IS NOT BLOCKED. SHEET NUMBER I STRENGTH (OR A490 HIGH STRENGTH AS REQUIRED) UNO. MATERWS AND SUPPLIES FOR THESE ITEMS).THE CONTRACTOR IS - • RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND S P-1 .O TIGHTEN ALL BOLTS SUPPORTING ALL ANTENNAS, RRUS, OVPS, ETC.,TO AISC SNUG UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE REQUIREMENTS. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. -- SHALL.BE SUPPLIED BY THE CONTRACTOR. 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). GENERAL NOTES PROJECT NUMBER 1 20151224411 "2../I