Site PlanTITLE SHEETIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.ISSUED FOR:APRELIMINARYAT&T SITE ID: IDL01015AT&T FA CODE: 15312464AT&T PACE #: MRUTH042444ATC #: 412568MONOCO ID3735 NORTH TEN MILE RDMERIDIAN, ID 83646(ADA COUNTY)EXISTING 125'-0"MONOPOLENSB - LTE - 1C/2C/3C/4C/5G NR 1SRTOWER ENGINEERING PROFESSIONALSOFFICE: (480) 285-0036PHOENIX, AZ 850404710 E ELWOOD ST, STE 9www.tepgroup.net11-05-20RRGEGGSEAL:SHEET TITLE:SHEET NUMBER:REVISION:TEP #:143851.241908DDO
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NPRELIMINARY B90% CONSTRUCTION12-17-20CBMEGGC90% CONSTRUCTION03-04-21BCLEGGD90% CONSTRUCTION03-22-21CAKEGGT-1NSCOPE OF WORKTOWER COORDINATES CODE COMPLIANCEALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCEWITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMITWORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING:PROJECT TEAMPROJECT INFORMATIONSHEET INDEXDRIVING DIRECTIONSLOCATION MAPSHEET:DESCRIPTION:REVUTILITY INFORMATION161 INVERNESS DR W, 2ND FLOORENGLEWOOD, CO 80112GENERAL NOTESDO NOT SCALE DRAWINGS.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALLIMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THEWORK OR BE RESPONSIBLE FOR SAME.THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FORROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ONDRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIALSIGNAGE IS PROPOSED.AT&T SITE NAME: MONOCO IDAT&T SITE ID: IDL01015AT&T PACE NUMBER: MRUTH042444AT&T FA CODE: 15312464NSB - MONOPOLELTE 1C/2C/3C/4C/5G NR 1SRUSID: 295292FROM I-84 EXIT 42 IN MERIDIAN, GO NORTH ON S TEN MILE RD. GO 3 MILES, SITE WILL BE ON LEFT (WEST) SIDE OF ROAD.STORAGE FACILITY GATE CODE *9554884#POWER COMPANY:CONTACT:PHONE:METER # NEAR SITE:TELEPHONE COMPANY:CONTACT:PHONE:PHONE # NEAR SITE:PEDESTAL # NEAR SITE:UNASSIGNEDCUSTOMER SERVICEUNKNOWN(208) 888-2191UNKNOWNIDAHO POWERCUSTOMER SERVICE(800) 488-615177 255 1891.INTERNATIONAL BUILDING CODE(2015 EDITION)2.INTERNATIONAL CODE COUNCIL4.NATIONAL ELECTRIC CODE(2017 EDITION)5.LOCAL BUILDING CODE6.CITY/COUNTY ORDINANCES3.ANSI/TIA/EIA-222-H*LATITUDEW 116° 26' 9.8" (-116.43608°)N 43° 38' 17.60" (43.63822°)*LONGITUDE*GROUND ELEV. (AMSL) = 2,554'±*INFORMATION PROVIDED BY ATCMRUTH042444125' MONOPOLEMONOCO ID300 SQ FTCITY OF MERIDIANI-L (M1)MONOCO ID412568IDL0101515312464COLLOCATIONAT&T SITE NAME:PACE NUMBER:TOWER TYPE:JURISDICTION:LEASE AREA:CURRENT ZONING:ATC SITE NAME:ATC SITE NUMBER:AT&T SITE ID:PROJECT DESCRIPTION:FA:TOWER ENGINEERINGPROFESSIONALS326 TRYON ROADRALEIGH, NC 27603GRAHAM M. ANDRES, P.E.(919) 661-6351AT&T161 INVERNESS DR W, 2ND FLOORENGLEWOOD, CO 80112REID POST(720) 838-4228SITE CONSTRUCTION MANAGER:SITE APPLICANT:CIVIL ENGINEER:ELECTRICAL ENGINEER:NAME:ADDRESS:CITY, STATE, ZIP:CONTACT:PHONE:NAME:ADDRESS:CITY, STATE, ZIP:CONTACT:PHONE:NAME:ADDRESS:CITY, STATE, ZIP:CONTACT:EMAIL:PHONE:NAME:ADDRESS:CITY, STATE, ZIP:CONTACT:PHONE:TOWER ENGINEERINGPROFESSIONALS326 TRYON ROADRALEIGH, NC 27603GRAHAM M. ANDRES, P.E.(919) 661-6351PROPERTY OWNER:NAME:ADDRESS:CITY, STATE, ZIP:STOR-IT SELF STORGE, LLC3735 NORTH TEN MILE RDMERIDIAN, ID 83646AT&T2305 S PRESIDENTS DRSALT LAKE CITY, UT 84120JAN ROBINETTEJR102N@ATT.COM(801) 201-4173THE PURPOSE OF THIS PROJECT IS AS FOLLOWS:TOWER SCOPE OF WORK:·INSTALL (6) ANTENNAS·INSTALL (9) RRHs·INSTALL (3) SQUIDS·INSTALL (3) FIBER TRUNKS·INSTALL (6) DC TRUNKS·INSTALL (6) 2" CONDUITSGROUND SCOPE OF WORK:·INSTALL (1) 3-BAY WUC·INSTALL (1) H-FRAME·INSTALL (1) WUC GRAVITY MOUNT PLATFORM·INSTALL METER AND DISCONNECT·INSTALL FIBER BOXNSB - MONOPOLELTE - 1C/2C/3C/4C/5G NR 1SRRFDS DATADESIGN PACKAGE BASED ON RF DATA SHEETRFDS NAME:IDL01015 NSBREVISION: 1.00ISSUED: 09/16/2020 1:19:06 PMDATE UPDATED:09/30/2020 2:41:20 PMNUMBER OF SECTORS: 3NUMBER OF ANTENNAS: 6NUMBER OF TMAs: 0NUMBER OF RRHs: 9NUMBER OF SQUIDS: 3NUMBER OF FIBER TRUNK CABLES: 3NUMBER OF DC TRUNK CABLES: 6NUMBER OF RF CABLES: 0JURISDICTIONAL APPROVALATC SITE NAME: MONOCO IDATC SITE NUMBER: 412568SITE ADDRESS: 3735 NORTH TEN MILE RD MERIDIAN, ID 83646 (ADA COUNTY)
GENERAL NOTESIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.ISSUED FOR:APRELIMINARYAT&T SITE ID: IDL01015AT&T FA CODE: 15312464AT&T PACE #: MRUTH042444ATC #: 412568MONOCO ID3735 NORTH TEN MILE RDMERIDIAN, ID 83646(ADA COUNTY)EXISTING 125'-0"MONOPOLENSB - LTE - 1C/2C/3C/4C/5G NR 1SRTOWER ENGINEERING PROFESSIONALSOFFICE: (480) 285-0036PHOENIX, AZ 850404710 E ELWOOD ST, STE 9www.tepgroup.net11-05-20RRGEGGSEAL:SHEET TITLE:SHEET NUMBER:REVISION:TEP #:143851.241908DDO
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NPRELIMINARY B90% CONSTRUCTION12-17-20CBMEGGC90% CONSTRUCTION03-04-21BCLEGGD90% CONSTRUCTION03-22-21CAKEGGT-2GENERAL CONSTRUCTION NOTES:1.OWNER FURNISHED MATERIALS, AT&T "THE COMPANY" WILL PROVIDE AND THECONTRACTOR WILL INSTALLA.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,GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)D.TOWERS, MONOPOLESE.TOWER LIGHTINGF.GENERATORS & LIQUID PROPANE TANKG.ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTINGH.ANTENNAS (INSTALLED BY OTHERS)I.TRANSMISSION LINEJ.TRANSMISSION LINE JUMPERSK.TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITSL.TRANSMISSION LINE GROUND KITSM.HANGERSN.HOISTING GRIPSO.BTS EQUIPMENT2.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 FORPLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDINGWIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS,TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARYELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, COREDRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADSAND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS,NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABORREQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS ANDSPECIFICATIONS. IT IS THE POSITION OF AT&T TO APPLY FOR PERMITTING ANDCONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS.3.ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, ANDLOCAL CODES, 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,AND SITE 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 CONDITIONSUNLESS OTHERWISE 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 ELEMENTSNEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING, ANCHOR BOLTS, ETC.11.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.12.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING ORNONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE AT&TREP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTIONSHALL REQUIRE WRITTEN APPROVAL BY THE AT&T REP PRIOR TO PROCEEDING.13.EACH CONTRACTOR SHALL COOPERATE WITH THE AT&T 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 THESATISFACTION OF THE AT&T 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 AT&T REP AND ENGINEER OF RECORDIMMEDIATELY.17.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH ACOMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THISPROJECT.18.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THEEND OF EACH DAY.19.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWERCORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTIONOF OTHER OCCUPANTS OF THE FACILITY.20.CONTRACTOR SHALL FURNISH ############# AND AMERICAN TOWER CORPORATION(ATC) WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OFWORK.21.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH AT&T REPTO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDEDSHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILLINSTALL ALL ITEMS PROVIDED.22.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH AT&T REPTO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIREDPERMITS NOT OBTAINED BY AT&T MUST BE OBTAINED, AND PAID FOR, BY THECONTRACTOR.23.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH AT&TSPECIFICATIONS AND REQUIREMENTS.24.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO AT&T FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.25.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'SSPECIFICATIONS AND LOCATED ACCORDING TO AT&T SPECIFICATIONS, AND AS SHOWN INTHESE PLANS.26.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBEDHEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES ANDFOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.27.CONTRACTOR SHALL NOTIFY AT&T 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.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCEWITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDEALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTIONDEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING,SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC.29.THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIESAND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY DAMAGE 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 HIS EXPENSETO THE OWNER'S SATISFACTION.30.ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKEMANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OFWORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE AT&T REP. ANY WORKFOUND BY THE AT&T REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BEREPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL ISOBTAINED.31.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPESOF MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/ORMANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERSAS SPECIFIED.32.AT&T FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE AT&T WAREHOUSE, NOLATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED ANDINSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THEEQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE EQUIPMENT AFTER PICKING IT UP.33.AT&T 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 THE REQUIREMENTSOF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO AT&T OR THEIRARCHITECT/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 OTHERWISEB.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 STRUCTURALMEMBERSE.ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE3.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZEDAFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTSSHALL BE 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 SHOWNAND DETAILED ON STRUCTURAL DRAWINGS.6.CONNECTIONS:A.ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED INACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1.B.ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTEDWITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OFAWS 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/WELDING PERMITSAS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIREDEPARTMENT DETAIL FOR ANY WELDING ACTIVITY.E.ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1,UNLESS NOTED OTHERWISE.F.MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE.G.PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFFGALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELDINSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRCGALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERSRECOMMENDATIONS.H.THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHEREREQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE.I.ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THEENGINEER, AND AT&T PROJECT MANAGER IN WRITINGSPECIAL CONSTRUCTIONANTENNA INSTALLATION NOTES:1.WORK INCLUDED:A.ANTENNA AND COAXIAL CABLES ARE FURNISHED BY AT&T UNDER A SEPARATECONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR INTERMS OD COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OF PERSONNEL ANDB.INSTALL ANTENNA AS INDICATE ON DRAWINGS AND AT&T SPECIFICATIONS.C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGSD.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDEPRINTOUT 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. SWEEPTESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FORANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BEPERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTEDWITHIN ONE WEEK OF WORK COMPLETION.F.INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENTPER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONSBETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATIONUNLESS OTHERWISE STATED.G.ANTENNA AND COAXIAL CABLE GROUNDING:2.ALL EXTERIOR #6 GREED 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 TOTHE LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301 "SPECIFICATIONSFOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 117 "SPECIFICATIONS FORTOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", AND ACI 318 "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE."2.MIX DESIGN SHALL BE APPROVED BY AT&T 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 4000 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 B5.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 ASREFERENCED IN "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) CONCRETEPLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. INEITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOTBE 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 OFSTANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI315).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 OFTHE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OFTHE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSEDCONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEELPLACEMENT DRAWINGS.19.SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAPMEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOTLESS THAN 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 PREVENTDISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE OFSUFFICIENT STRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18GAUGE.22.SLAB ON GROUND: COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE6" GRAVEL BENEATH SLAB.ELECTRICAL NOTES:1.ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR.STRUCTURAL DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALLAPPLICABLE LOCAL AND 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 TOOF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCALELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. INSOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TOVERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITYOF CONCORDIA. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.3.CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITYLINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATIONOF ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED ORCONFLICTING IN THE COURSE OF CONSTRUCTION.ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGSSHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION ORRE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANYCHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATCENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
SITE SURVEYIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.ISSUED FOR:APRELIMINARYAT&T SITE ID: IDL01015AT&T FA CODE: 15312464AT&T PACE #: MRUTH042444ATC #: 412568MONOCO ID3735 NORTH TEN MILE RDMERIDIAN, ID 83646(ADA COUNTY)EXISTING 125'-0"MONOPOLENSB - LTE - 1C/2C/3C/4C/5G NR 1SRTOWER ENGINEERING PROFESSIONALSOFFICE: (480) 285-0036PHOENIX, AZ 850404710 E ELWOOD ST, STE 9www.tepgroup.net11-05-20RRGEGGSEAL:SHEET TITLE:SHEET NUMBER:REVISION:TEP #:143851.241908DDO
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NPRELIMINARY B90% CONSTRUCTION12-17-20CBMEGGC90% CONSTRUCTION03-04-21BCLEGGD90% CONSTRUCTION03-22-21CAKEGGS-1SITE SURVEYNOTE:
PROPOSEDCOMPOUND DETAILIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.ISSUED FOR:APRELIMINARYAT&T SITE ID: IDL01015AT&T FA CODE: 15312464AT&T PACE #: MRUTH042444ATC #: 412568MONOCO ID3735 NORTH TEN MILE RDMERIDIAN, ID 83646(ADA COUNTY)EXISTING 125'-0"MONOPOLENSB - LTE - 1C/2C/3C/4C/5G NR 1SRTOWER ENGINEERING PROFESSIONALSOFFICE: (480) 285-0036PHOENIX, AZ 850404710 E ELWOOD ST, STE 9www.tepgroup.net11-05-20RRGEGGSEAL:SHEET TITLE:SHEET NUMBER:REVISION:TEP #:143851.241908DDO
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NPRELIMINARY B90% CONSTRUCTION12-17-20CBMEGGC90% CONSTRUCTION03-04-21BCLEGGD90% CONSTRUCTION03-22-21CAKEGGC-1PROPOSED COMPOUND DETAILNOTES:EXISTING METER BANK VIEWNOTE:
FINAL EQUIPMENT &ANTENNA LAYOUTSIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.ISSUED FOR:APRELIMINARYAT&T SITE ID: IDL01015AT&T FA CODE: 15312464AT&T PACE #: MRUTH042444ATC #: 412568MONOCO ID3735 NORTH TEN MILE RDMERIDIAN, ID 83646(ADA COUNTY)EXISTING 125'-0"MONOPOLENSB - LTE - 1C/2C/3C/4C/5G NR 1SRTOWER ENGINEERING PROFESSIONALSOFFICE: (480) 285-0036PHOENIX, AZ 850404710 E ELWOOD ST, STE 9www.tepgroup.net11-05-20RRGEGGSEAL:SHEET TITLE:SHEET NUMBER:REVISION:TEP #:143851.241908DDO
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NPRELIMINARY B90% CONSTRUCTION12-17-20CBMEGGC90% CONSTRUCTION03-04-21BCLEGGD90% CONSTRUCTION03-22-21CAKEGGC-2FINAL ANTENNA LAYOUTFINAL ANTENNA SCHEDULEB1FINAL EQUIPMENT LAYOUTNOTE:FINAL ANTENNA/FEEDLINE SCHEDULESECTORPOS.MANUFACTURER(MODEL #)MOUNTINGHEIGHTCABLE SIZECABLELENGTHSQUID/RRH/TMA/DIPLEXER [MODEL #]A1A2A3A4B2B3B4C1C2C3C4
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.ISSUED FOR:APRELIMINARYAT&T SITE ID: IDL01015AT&T FA CODE: 15312464AT&T PACE #: MRUTH042444ATC #: 412568MONOCO ID3735 NORTH TEN MILE RDMERIDIAN, ID 83646(ADA COUNTY)EXISTING 125'-0"MONOPOLENSB - LTE - 1C/2C/3C/4C/5G NR 1SRTOWER ENGINEERING PROFESSIONALSOFFICE: (480) 285-0036PHOENIX, AZ 850404710 E ELWOOD ST, STE 9www.tepgroup.net11-05-20RRGEGGSEAL:SHEET TITLE:SHEET NUMBER:REVISION:TEP #:143851.241908DDO
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NPRELIMINARY B90% CONSTRUCTION12-17-20CBMEGGC90% CONSTRUCTION03-04-21BCLEGGD90% CONSTRUCTION03-22-21CAKEGGEXISTING ANDFINAL ELEVATIONSC-3EXISTING TOWER ELEVATIONFINAL TOWER ELEVATIONNOTE:NOTE: