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HomeMy WebLinkAbout002 G-002 GENERAL NOTESSHEET NUMBER:REVISION:G-002 DESCRIPTIONREV.DATEBY Copyright © 1980 ATC IP LLC, All Rights Reserved.326 TRYON ROADRALEIGH, NC 27603-3530OFFICE: (919) 661-6351www.tepgroup.net TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES INDIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONALENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCOLLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, LLC, A NORTHCAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING,LLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERALCONTRACTOR SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARELIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACHSTATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. 419657 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: BRIDGER VIEW MT BRIDGER RD_ATC (419657) ATC SITE NAME: 705 BRIDGER DR BOZEMAN, MT 59715 BRIDGER RD_ATC (419657) 15314363 MT05232A 07/25/25DATE DRAWN: ATC JOB NO: CUSTOMER ID: CUSTOMER NAME: SEAL: 100% CONSTRUCTION0 07/25/25SRZ 07/25/25 A PRELIMINARY PRB 06/10/25 0 GENERAL NOTES GENERAL CONSTRUCTION NOTES: 1. OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THECONTRACTOR WILL INSTALL A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUNDBUILD/CO-LOCATE ONLY) B. AC/TELCO INTERFACE BOX (PPC) C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GCTO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)D. TOWERS, MONOPOLES E. TOWER LIGHTING F. GENERATORS & LIQUID PROPANE TANK G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H. ANTENNAS (INSTALLED BY OTHERS) I. TRANSMISSION LINEJ. TRANSMISSION LINE JUMPERS K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L. TRANSMISSION LINE GROUND KITS M. HANGERS N. HOISTING GRIPS O. BTS EQUIPMENT 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THECOMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCHMATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM,ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS ANDDISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS ANDRUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES ANDALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TOTHE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FORPERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIREDPERMITS. 3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCALCODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTIONSPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUNDUTILITIES PRIOR TO START OF CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIREDINSPECTIONS. 6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, ANDSITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALLDISCREPANCIES REPORTED TO THE ENGINEER. 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 8. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESSOTHERWISE NOTED. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTIONSAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDEDFOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,ANCHOR BOLTS, ETC. 11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDSDRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING ORNONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILEREP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALLREQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING. 13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HISWORK WITH THE WORK OF OTHERS. 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THISPROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTIONOF THE T-MOBILE CONSTRUCTION MANAGER. 15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURINGINSTALLATION USING A SILICONE SEALANT. 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORDIMMEDIATELY. 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETEAND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OFEACH DAY. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWERCORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OFOTHER OCCUPANTS OF THE FACILITY. 20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REPTO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDEDSHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALLALL ITEMS PROVIDED. 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REPTO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIREDPERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THECONTRACTOR. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILESPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'SSPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND ASSHOWN IN THESE PLANS. 26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FORCOORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 27. CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OFPOURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS ORSEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW ANDAPPROVAL. 28. WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERALCONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOTRUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLYTAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECUREDAT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION. 29. COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISECAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THESAFETY CLIMB. 30. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITHALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALLNECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICESSUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,TRENCH BOXES/SLOPING, BARRIERS, ETC. 31. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES ANDSUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANYDAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HISREPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THISCONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HISWORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HISEXPENSE TO THE OWNER'S SATISFACTION. 32. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNERBY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIPSHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BYTHE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BEREPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL ISOBTAINED. 33. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OFMATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/ORMANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERSAS SPECIFIED. 34. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE,NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTEDAND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACETHE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 35. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANYEQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITHTHE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THEEQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THEREQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TOT-MOBILE OR THEIR ARCHITECT/ENGINEER. STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC“SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEELFOR BUILDINGS.” 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THEFOLLOWING ASTM DESIGNATIONS: A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE B. ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTEDOTHERWISE. C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURALMEMBERS E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTERFABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALLBE GALVANIZED PER ASTM A153 OR B695. 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHEREEXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780AND MANUFACTURER’S RECOMMENDATIONS. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN ANDDETAILED ON STRUCTURAL DRAWINGS. 6. CONNECTIONS: A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS ANDCONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDINGCODE D1.1. B. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BEINSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THEACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDINGPERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIREDSHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWSD1.1, UNLESS NOTED OTHERWISE. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTEDOTHERWISE. G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRINDOFF GALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD ANDWELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACESWITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 ANDMANUFACTURERS RECOMMENDATIONS. H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACINGWHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARECOMPLETE. I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROMTHE ENGINEER, AND T-MOBILE PROJECT MANAGER IN WRITING SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: 1. WORK INCLUDED: A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER ASEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNAINSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OFPERSONNEL B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILESPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE ANDPROVIDE PRINTOUT OF THAT TEST. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USINGANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCYDOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER.SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTINGRECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICEAND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS ANDEQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALLCONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'SREQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OFENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 2. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BEWEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OREQUAL. 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OFCOAXIAL CABLE (NOT WITHIN BENDS). CONCRETE AND REINFORCING STEEL NOTES: 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THELATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301 "SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR BUILDINGS", ACI 117 "SPECIFICATIONS FOR TOLERANCESFOR CONCRETE CONSTRUCTION AND MATERIALS", AND ACI 318 "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE." 2. MIX DESIGN SHALL BE APPROVED BY T-MOBILE REP PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6 % AIR ENTRAINED (+/- 1.5%) WITH A SLUMPRANGE OF 3-6" AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSIUNLESS OTHERWISE NOTED. 4. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT:ASTM C150, TYPE 2 REINFORCEMENT:ASTM A185, PLAIN STEEL WELDED WIRE FABRIC REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED NORMAL WEIGHT AGGREGATE: ASTM C33 WATER: ASTM C 94/C 94M WELDED WIRE FABRIC:ASTM A185 ADMIXTURES: -WATER-REDUCING AGENT: ASTM C 494/C 494M, TYPE A -AIR-ENTERING AGENT: ASTM C 260/C 260M -SUPERPLASTICIZER: ASTM C494, TYPE F OR TYPE G -RETARDING:ASTM C 494/C 494M, TYPE B 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3". 6. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE INACCORDANCE WITH ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PERMANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL,OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENTDEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIORAPPROVAL FROM AN ATC ENGINEER WHEN DRILLING HOLES IN CONCRETE. 8. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCEDIN "METHOD 1" OF ACI 301. 9. DO NOT WELD OR TACK WELD REINFORCING STEEL. 10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPESLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BEIN PLACE BEFORE START OF CONCRETE PLACEMENT. 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 12. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 13. FOR COLD-WEATHER (ACI 306) AND HOT-WEATHER (ACI 301M) CONCRETE PLACEMENT,CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE,MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED.PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM. 14. ALL CONCRETE SHALL HAVE A "SMOOTH FORM FINISH." 15. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THECONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISESHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULLTENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318. 16. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARDPRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315). 17. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTALCONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS. 18. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THECONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THEENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSEDCONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENTDRAWINGS. 19. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAPMEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESSTHAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 6". 20. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS. 21. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENTBY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE OF SUFFICIENTSTRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18 GAUGE. 22. SLAB ON GROUND: COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6"GRAVEL BENEATH SLAB. ELECTRICAL NOTES: 1. ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. ELECTRICALCONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCALAND STATE CODES AND NATIONAL ELECTRICAL CODE. 2. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES,CONDUITS SIZES) ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OFTHE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICALCODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, ITMAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THECAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF ATC. IT ISTHE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 3. CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUNDING CABLES ANDUTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FORRELOCATION OF ALL UTILITIES AND GROUNDING LINES THAT MAY BECOME DISTURBEDOR CONFLICTING IN THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESECONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATCENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING ORANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIORAPPROVAL FROM ATC ENGINEERING SHALL BE THE SOLERESPONSIBILITY OF THE GENERAL CONTRACTOR. 6/26/2026 26265 705 Bridger Dr CONR