6320 EVERGREEN WAY VERIZON WIRELESS ANTENNA 2019-09-05

3 !'C 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 AISC SNUG USING TWO (2) HIGH PRESS CRIMPS. CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. A. COAXIAL CABLE: CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS REQUIREMENTS &THEN TO AISC - 'TURN OF THE NUT" METHOD. 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 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 STEEL 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 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. 11•1111 , 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"4 10-FT. LE DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS 8.2.1 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 LINE FOR MAXIMUM DEPTH. NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE TIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE 3. ANTENNA AND COAXIAL CABLE GROUNDINGPa. 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 HEREIN. INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL TIGHTENED FURTHER BY THE OF COAXIAL CABLE (NOT WITHIN BENDS) 101. 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 ❑oc;,w PACIFIC CCNPCRATICII 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: 13.INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. METAL NOTES: WHERE THE COAXIAL CABLE AND CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE ( JUMPER ARE CONNECTED). CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PART I-GENERAL 14.EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD SEA-F L E MIN G 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. 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 TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF UNDER BASE PLATES. B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. GROUNDING (NEW BUILD 1 THE WORK UNDER THE CONTRACT. 2. SUBMITTALS: 5. TESTING 16.GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S 6320 EVERGREEN WAY 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 EVERETT, WA 98203 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 SNOHOMISH COUNTY 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 ACCORDANCE WITH ALL APPLICABLE 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. CML NOTES:SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THEELECTRICAL NOTES: OC PERFORMANCE OF THE WORK. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE ENGINEER LICENSED IN THE STATE. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED SPECIFICATION PROJECT SUMMARY. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PART 2-PRODUCTS AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED � � e t AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. 5651-401, I.C.E.A. FROM THE SITE AND DISPOSED OF LEGALLY. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL 1. MATERIAL P81-570, & LOCAL PUD. ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE ASSOCIATES ACCESS. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. BACK BOARD. PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. C. STRUCTURAL TUBING: ASTM A530, GRADE 8 FURNISHED19401 AVE.40TH 016E 304 C. PIPE: ASTM A53, TYPE E OR S, GRADE B 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN LVNNWONWOOD,WA WA 98036 GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF D. BOLTS, NUTS, AND WASHERS: ASTM A325 UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. PHONE:(425)740.6390 CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR E. ANCHOR BOLTS: ASTM A307 TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON FAX:(425)224-1614 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, 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM WWW.CAMPASSOC.COM MATERIALS BEING WELDED WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP"TYPE GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 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). SUBGRADE AND BASE PREPARATION: PROJECT MANAGER. EJC MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. G. GROUT: NON-SHRINK TYPE, PREMIXED 1. FOR SLAB-ON-GRADE CONSTRUCTION IT WILL BE NECESSARY TO OVER-EXCAVATE 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 THE SITE BY 2'-0"AND IMPORT AN APPROVED GRANULAR FILL. THE FILL SHALL BE IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON WATER REDUCING AND PLASTICIZING FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY UNIT WEIGHT WITH A PREPARED BY. GA COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE ADDITIVES, CAPABLE OF DEVELOPING CONDUIT. MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. A MINIMUM COMPRESSIVE STRENGTH BY THE MODIFIED PROCTOR TEST (ASTM D-1557).COMPACTION REQUIREMENTS APPLY OF 7000 PSI AT 28 DAYS. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL TO BACKFILL FOR UTILITY TRENCHES AND FOUNDATION EXCAVATIONS WITHIN APPROVED BY. GJV 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 HDPE PULLING HAND HOLES AS NEEDED. STRUCTURES, DRIVEWAYS, OR PARKING LOT AREAS. 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 2. COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, 12 GA1/30/19 FINAL PERMIT ISSUE 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. HORIZONTAL,APPROXIMATELY SIX- TO EIGHT-INCH LOOSE LIFTS AND MECHANICALLY 11 GA 1/17/19 FINAL PERMIT ISSUE 2. FABRICATION GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG COMPRESSION TYPE. 10 GA12/12/18 REVISED RFDS 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 3. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHALL BE 9 GA12/03/18 REVISED RFDS AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. EXPOSED WELDS SMOOTH. EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE REMOVED FROM FLATWORK AREAS. 8 GA 11/13/78 REVISED REDS 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 4. THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE SLOPED TO 7 RL 11/02/18 REVISED RFDS WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR ANTI-CORROSIVE AGENT SUCH AS "NO-OXY", "NOAOLX" OR "PENETROX". VERIFY DRAIN AWAY IN ALL DIRECTIONS. 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. CONCRETE NOTES: PLAN REVIEWERS SIGNATURE SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301, A.C.I. 318 AND 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. THE SPECIFICATION CAST-IN-PLACE CONCRETE. 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, 2 UNLESS NOTED OTHERWISE, ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL 1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. WEIGHT,AIR-ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ACCEPTABLE. 2500 POUNDS PER SQUARE INCH AT 28 DAYS. TYPE I-II PORTLAND CEMENT WILL ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL PUSS. BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4"AND 6% ±1% AIR 2. ERECTION: ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENT (W/C) RATIO OF CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND 0.48. SPECIAL INSPECTIONS: A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE SPECIAL INSPECTIONS & STRUCTURAL OBSERVATIONS SHALL BE REQUIRED FOR ALL HIGH INSTALLATION OF PERMANENT BRIDGING AND BRACING. ROW. OF 1/8" PER FOOT UNLESS NOTED OTHERWISE. STRENGTH NUTS & BOLTS &ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS &AS PROF RRIONAL STAMP OTHERWISE REQUIRED BY 2015 IBC CHAPTER 17. B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A675, 2346 ITEMS TO BE INSPECTED SHALL INCLUDE BUT NOT BE LIMITED TO: PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE GRADE 60, DEFORMED. C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF REGI; ED 1. HIGH STRENGTH BOLTS (REFER TO STRUCTURALS). ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. 2. CONCRETE EMBEDDED BOLTS (REFER TO STRUCTURALS). THE ARCHITECT/ENGINEER. 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, AR% I • 3. OTHER HIGH STRENGTH STEEL CONNECTION COMPONENTS (REFER TO STRUCTURALS). AFTER _ UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONC. REINFORCEMENT" (A.C.I. / SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 & 1704 SHALL BE PERFORMED (AS D. PRIMED EORCGALVANIZED TION, H WITHTOUUP CH-UP PRIMERS S, ABRASIONS, AAS SPECIFIED UNDERND SURFACES OT HOP PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID 315-80, REV. 1986). REQUIRED) BY QUALIFIED TESTING AGENCY APPROVED BY THEPURPOSES ONLY. SECTION 05000,-METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO G -,,i- J ARCHITECT/ENGINEER. SPECIAL INSPECTION AGENCY SHALL BE RETAINED BY PROJECT CONTACT WITH CONCRETE NOT INCLUDED. ACI 318-95CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK . r STATE i, WASHINGTON OWNER OR THEIR RESPONSIBLE CHARGE. ARCHITECT, ENGINEER OF RECORD, & BUILDING MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND DEPARTMENT SHALL RECEIVE COPIES OF ALL INSPECTION & TEST RESULTS. REFER TO 3. FIELD QUALITY CONTROL: SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN DOCUMENTS FOR SPECIFIC INFORMATION. FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. ACCORDANCE WITH A.C.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED. ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), SHEET D ANIS 2018 ALL A36 THREADED ROD & U-BOLTS SHALL BE TIGHTENED TO AISC SNUG REQUIREMENTS. TELECOMMUNICATIONS WIRING COMPONENTS TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY 8. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT, AND 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. ELECTRICAL E N TO ASSUREDTHATALLACING CO PIPES, CONDUITS INSERTS, ETC. IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE. 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. GENERAL NOTES 1. 1ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN 9. CONCRETESSICOVERCASFOR REINFORCING BARS WHALLINGS CONFORM TO THE FOLLOWING A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL UNLESS INDICATED OTHERWISE ON THE DRAWINGS: A325 &/OR A490 NUTS & BOLTS TIGHTENING REQUIRE SPECIAL INSPECTION. BE NEW AND OF STANDARD COMMERCIAL QUALITY. AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. -CONCRETE EXPOSED TO WEATHER ALL BOLTS FOR EQUIPMENT SUPPORT FRAMES & ALL OTHER STRUCTURES OR IN CONTACT WITH GROUND - 2 INCHES MOUNTED/CONNECTED TO POLES, TOWERS, PARAPETS, ETC. SHALL BE A325 HIGH B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER OUNTED 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT / TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, ACCESS TO EQUIPMENT IS NOT BLOCKED. -CONCRETE CAST AGAINST EARTH- 3 INCHES SHEET NUMBER STRENGTH (OR A490 HIGH STRENGTH AS REQUIRED) UNO. MATERIALS 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 10. COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO TIGHTEN ALL BOLTS SUPPORTING ALL ANTENNAS, RRUS, OVPS, ETC., TO AISC SNUG UNDERGROUND CONDUIT INSTALLATION AS TO PR VENT ANY LOSS OF CONTINUITY IN THE INSTALLATION IN FIELD. SP-1.0 REQUIREMENTS. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. ;Jt� SHALL BE SUPPLIED BY THE CONTRACTOR. 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL/SLAB PENETRATIONS (PIPIN ( ) CONDUIT,ETC.) POWER, TELCO AND COAX TO ENTER SITE UNDER EQUIPMENT SLAB. j/ GENERAL NOTES PROJECT NUMBER 1 20181380230