G-002 General Notes V1LICTION NOTES:
22. PRIOR TO SUBMISSION OF BID. CONTRACTOR SHAH COORDINATE WITH T-MOBILE REP
REPAIRALLWELDSASNECESSARY.
RIALS, TTAOBILE'TTIE COMPANY' PROVDE AND THE
TO DETERMINE IF ANY PERMITS WILL BE OBTANED BY CONTRACTOR. ALL REOORED PERMITS
NOT OBTAINED BY TJAOBILE MUST BE OBTAINED, AND PAD FOR BY THE CONTRACTOR.
C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR.
S. A- CHAMFER SNAM BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN
gCC -NCE WITH -1.1 SECTION4 ,1. UNLESS NOTED OTHERWISE.
23. CONTRACTOR SHALL INSTALL AL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE
INSTALLATION OF CONCRETE EXPANSIONAWEDGE ANCHOR SHALL BE PER
RAME(PLATFORM)ANDICEBRbGESHELTER(GROUND
SPECIFICATIONS AND REQUIREMENTS.
D. ITISTHECONTRACTORSRESPONSIBILRVTOPROVIDEBURNINGAVELDINGPERMITSAS
FACTIJRER-SWRITTENRECOMMENDEDPROCEDURE. TH CHORBOLT,DOWEL.
APPROVED
ONLY
ACE BOX (PPG)
24. CONTRACTOR SHAM SUBMIT ALL SHOP DRAWINGS T-OBILE FORREVIEWAND
REQUIRED BY LOCLGOVERNINGAUTHORITYAND IF REQUIRED SHALL HAVE FIRE
DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY.
OR ROD SNAL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT
DEPTH OR AS SHOWN ON THE DRAWINGS. NO REPAIR SHALL BE CUT WITHOUT PRIOR
0AQW2
M1E
ET
SFAHCOVER)(GROUND BUILLYC(}LOCATE ONLY, GC
INIFES OR ROOFTOP INSTALLATION)
gppgoygL PRIOR TO FABRICATION.
E ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS DIA,
APPROVAL FROM AN ATC ENGINEER WHEN DRILLING HOLES IN CONCRETE.
FILE NUMNA:^-soa2u e
S
L EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
UNLESS NOTED OTHERWISE.
A. ADMIXTURES OF 301. TO THE APPROPRIATE ASTM STANDARD AS REFERENCED
IN 'METHOD 1' OF ACI301.
ANT ENNISIINSTALLED
IC" PROPANETANK
ARDBRACKETS,FRAMESAND PIPES FOR MOUNTING
BY OTHERS)
SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS SHOWN IN
THESE PLANS.
F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE.
DO NOTWELD OR TACK WELD REINFORCING STEEL.
I I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
GROUND
THXI, WE CONTRACTOR SESOHALL 1PERVLSEAND D IBLEFOTTHEPROJECTDESCRIBEO HEREIN.
THECONTRACTOR SHALL ESOLELY RESPONSIBLEFOR ALLTHECONSTRUCTION MEANS.
METIODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK UNDER THE CONTRACT.
G. PRIOR TO FIELD WELDING CALVANIZING MATERIAL CONTRACTOR SHALL GRIND OFF
GALVAN¢ING h"BEYOND PIL FIELD WELD SURFACES AFTER WELD AND WELD INSPECTION IS
COMPLETE. RE PAR AL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD
10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE
SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE
IN PLACE BEFORE START OF CONCRETE PLACEMENT,
L. RA SMISSION LINE
KITSM.
ANGERS
N. HOISTING GRIPS
O. BTS EQUIPMENT
2]. CONTRACTOR SHALL NOTIFY T-MOBILE REPA MINIMUM OF 46 HOURS INADVANCE OF
POURINGCONCREIEORBACKFILLINGANYUNDERGROUNDUTILITIES,FOUNDATIONSOR
SEALINGANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEWAND
GALVANIZING COMPOUND PER ASTM ATeII AND MANUFACTURERS RECOMMENDATIONS.
HE CONTRACTOR SHALL PROWDE ADEQUATE SHORING ANDIOR BRACING WHERE
11. REI
REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
APPROVAL.
R UIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE.
12. OR NOT PLACE CONCRETE IN WATER ICE, OR ON FROZEN GROUND.
2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AL OTHER MATERIALS FOR THE
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
RMISAS FENCING, STRUCTURALSTEELSUPPORTINGSUBSRAMEFORPLATFORM,
ROOFINGLABORAND MATERIALS, GROUNDING RINGS, GROONDINGWIRES,
2B CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCEWITH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE
ENGINEER, AND T-MOBILE PROJECT MANAGER. WRITING
13. FOR COLD-WEATHER(ACI 306) AND HOT -WEATHER (ACI 3DIM)CONCRETE PLACEMENT,
CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS IN EITHER CASE
COPPERCLAD OR XIT CHEMICAL GROUND ROD(S). BUSS BARS. TRANSFORMERS AND
DISCONNECT SWITCHESWHERE APPLICABLE, TEMPORARY ELECTRICAL POWER.
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH
AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH
BOXF-OPING, BARRIERS, ETC.
SPECIAL CONSTRUCTION
MATERIALS CONTAINING CHLORIDE. CALCIUM. SALTS, ETC. SHALL NOT BE USED,
PROTECT FRESH CONCRETE FROM WEATHER FOR ] DAYS, NNIMUM-
RUBBER MATTING, REBAR CONCRETE CAISSONS, PADS ANDIOR AUGER MOUNTS,
MISCEULANE011SFASTENERSCABLETRAYS,NONSTANDARDANTENNAFRAMESAND
29. THECONTRACTORSHALLPROTECTAT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND
ANTENNA INSTALLATION NOTES:
14. ALL CONCRETE SHALL HAVE A•SMOOTH FORM FINISH.-
ALL DIAHORREQUIREDTOCOMPLETETUEJOBACCORDINGTO
DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR
SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. MY
DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
15. SPLLCING OF REINFORCEMENTIS PERMITTED ONLY AT LOCATIONS SHOWNIN THE
CONTRACT EINFORORASACCEPTEDPERMITTED ONLYATILOC.UNLESSOWNINTHE
DRAWINGSREIOR AS BY THEUNLESS
TTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
PERMITS.
S. ALLWORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL. STATE, AND LOCAL
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOROR HIS REPRESENTATNES, EITHER TOTHE EXISTINGWORK ORTO HISWORK
OR THE WORK OF ANY OTHER CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE To THE
OWNER'S SATISFACTION.
1' WORK
A ANTENNAADCOA(IAL CABLES ARE FURNISHED BY T-MOBILE UNDER A SEPARATE
CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN
ENGINEER.
SHOWNCT NOTED GSTEEL
TENSILE CAPACITY (CLASSA)INACCORDANCE WITH LACEDCI .
18 UNGOFREINFORCINGSTEEL•ACI SHALL CONFORMTOMANUALOFSTANDARD
CODES,IN=DINGPASBEIATA-Y12,AADCOMRY THATCCONSTRUCTON
SPECIFICATIONS.
4. COONNTRACTOR SHALLCONTACT LOCL.811 FOR IDENTIFICATION OF UNDERGROUND
SS. ALLWORKSHALL BE INSTALLED INA FIRSTOASS, NEATANDWORKMANLIKE MANNER
BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE
SORIECTTOTHEAPPROVALOFTHET�.1OeaE REP. ANYWORKFOUNDBYTHE TTA081LE HE
TO BE OF INFERIOR QUALITY ANDIORWORKMANSHIP SHALL BE REPLACED MOOR REWORKED
TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE
RESPONSIBLE FOR THE PROTECTION OF PERSONNEL
INSTPILANTENN
B. ASASINDICATEDONDRAWINGSANDT-MOBILESPECIFICATIONS.
pRACRCEFORDE ILINGREINFORCEDCONCRETESTRUC RES•(ACI315).
ALL STAR CONSTRUCTION SHALL BE CAST MONOLITHICALY WITHOUT HORIZONTAL
1] CONSTRUCTION JOINTS. UNLESS SHOWN IN THE CONTRACT DRAWINGS.
S PRIOR TO START OF CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
INSPECTIONS.
e. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDING$ DRAINAGE STRUCTURES, AND
AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED.
31. IN ORDER TO ESTABLISH STANDARDS OF QUALTTYAND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES ANDIOR MANUFACTURER'S
CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED.
C. INSTAL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
INSTAL FURNISHED GALVANZED STEEL OR ALUMINUM WAVEGUbE AND PROVIDE
PRINTOUT OF THAT TEST.
18. LOCATIONOFALLCONSTRUCTIONJOIMS ESUBJECTTOTHEREQUIREMENTSOFTHE
CONTRACT DOCUMENTS. CONFORMANCE WITH ACI SM AND ACCEPTANCE OF THE
ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED
CONSTRUCTION JOINTS SWILL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT
DRAWINGS.
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TOTHE ENGINEER.
AL
32. T-MOBILE FURNISHED EQUIPMENT SNBE P-0-P AT THE T-MOBILE WAREHOUSE,
NO LATER THAN 40HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND
HE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE
E. CONTRACTOR SHALL PROVIDE FOUR(4) SETS OF SWEEP TESTS USING
19, SPLICES OF ME, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP
EN OUTER MOSTCROSSWIRESOFEACHFABRICSHEETISNOTLESS
TDO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
S. DETAILS SH NOTED. TYPICAL: SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED.
EQUIPMENTIN OPERATION, READY FOR USE. THE CONTRACTOR SHALLBE RESPONSIBLE FOR
THE EQUIPMENT AFTER PICKING IT UP.
NY
EONTF-TOCUMENMLSWHRBEFORE OR AFTERIONALUkTIONCOMPLIANCE WITH THE
MENTT-MOR MATEROR HIS IALS WHIC.INHIIS OW OPINION
EQUIPMENT PINIOE ARE NO IN TOPLIANC WITH
CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AEMENT EQUIPMENT
AN— B]13B RE SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN
LECTOMETEWFDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE
ASPERATTACHED RFS'MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HEUAX
COAXIAL CABLE SYSTEMS' DATED iNS93. TESTING SHALL BE PERFORMED BY AN
INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF
THAN THE SPACING OF THE CROSS WIRE PLU521NCHES, NOR LESS THAN e'.
20. RAN SUPPORTS SHALL BE AL -GALVANIZED METAL WITH PLASTIC TIPS.
ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT
R. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY WHICH SHAM BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. CONTRACTOR SHALLBRACE STRUCTURES UNTIL STRUCTURAL ELEMENTS NEEDED
FOR STABILLTV ARE INSTALLED. THESE ELEMENTSRA ARE AS FOLLOWS: LATERAL BRACING,
ANCHOR BOLTS, ETC.
SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE RODUANDWTS OF THE
CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO CoSTTO_BILL OR THEIR
ARCHITECTIENGINEER.
STRUCTURAL STEEL NOTES:
WORK COMPLETION.
F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER
MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE
ANTENNAAND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL
CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED.
BY CONSTRUCTION TRAFFIC OR CONCRETE TIE WIRE SHALL BE OF SUFFICIENT
STRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18 GAUGE.
22. SLAB ON GROUND: COMPACT STRUCTURAL FILL TO 9 DENSITY AND THEN PLACE 6'
GRAVEL BENEATH SLAB.
It CONTRACTORSHALLDETE INEENCACTLOc lR OFEX NGUTILRIES.GROUNDS
DRAINS, DRAIN PIPES. VENTS. ETC. BEFORE COMMENCING WORK.
12. INCORRECTLY FABRICATED. DAMAGED. OR OTHERWISE MISFITTING OR
NON CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE
1. STRUCTURAL STEEL SHAM CONFORM TOTHE LATESTEDITION OFWEAISC
'SPECIFICATION FOR WE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDING-1.
STRUCTURAL STEEL ROLLED SHAPES, PLATES AND KARS SHALL CONFORM TO THE
G. ANTENNA AND COAXIAL CABLE GROUNDING:
2, ALL
SLATED WITH HRFS CONNECTORS/SPLICE IFE' AI YCHAIN'WEATHECONNECTIONSPROOFING KIT ARETO1 S BE
EQUAL.
ELECTRICAL NOTES:
ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. ELECTRICAL
CONTRACTORSHALENSURE THATALL WORK COMPLIES WITH ALL APPUCABLE LOCAL
AND STATE CODES AND NATIONAL ELECTRICAL CODE.
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. MY SUCH REMEDIAL ACTION SHALL
REQUIRE WRITTEN APPROVAL BY THE TJAOBILE REP PRIOR TO PROCEEDING.
13. EACH CONTRACTOR SHALL COOPERATE WITH THE TJAOBILE REP, AND COORDINATE HIS
WORKWITHTHEWORKOFOTHERS.
14. CONTRACTOR SHALLREPAIRANYDAMAC£CAUSEDBYCONSTRUCTIONOFTHIS
PROJECT TO MATCH EXISTING PRECONSTRUCTION CONDITIONS TO THE SATISFACTION
FOLLOWING ASTM DESIGNATIONS:
A. ASIM-2.GRADESU- ALL W SHAPES UNLESS NOTED OR AIIE OTHERWISE
B. ASTM-- ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED
OTHERWISE
3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF
COAXIAL CABLE (NOT WITHIN BENDS).
CONCRETE AND REINFORCING STEEL NOTES:
ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES,
2. CONDUITSS ED ELE FORZONINGPNRPOSESONLVREPIKEHER ,WIRISEES, TO OF
THE EFFECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL
CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT
MAY BE NECEssAxv TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE
CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF ATC. ITIS
THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
OF TH-OBILL CONSTRUCTIONMANAGER.
15 AU_ATFCONDUIT A SILICONE PORTSSHALLeE WEATHERPROOFED DURING
INSTALLATION USING ASILICONE SEALANT.
C. ASTM ASW, GRADE B-HSS SECTION (SQUARE, RECTANGULAR, AND ROUND)
D. ASTM A525, TYPE SC OR -ALL BOLTS FOR CONNECTING STRUCTURAL
MEMBERS
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE
LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301'SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS•, ACI 11] SPECIFICATIONS FOR TOLERANCES FOR
AND MATERIALS•, AND ACI318'eUILDING CODE REQUIREMENTS
FOR REINFORCED
FOR REINFORCED CONCRETE'
3. CONTRACTOR SHALL FIELD LOCATE AL BELOW GRADE GROUNDING CABLES AND
OR
UTILITY LINES FAMURIOR OCONSTRUCTIANDGON. UTIDING-FACTOR IATMAY RESPONSIBLE BECOME DISTURBED
OR CONE ONOF AL HE COURSE OF GROUNDING LINES THAT MAV BECOME DISTURBED
OR CONFLICTING IN THE COURSE OF CONSTRUCTION.
16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET.
CONTRACTORSHALLNOTIFYTHET-MOBILE REPANDENGINEEROFRECORD
IMMEDIATELY.
1]. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH ACOMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
18. CONTRACTORSHALL REMOVEALL RUBBISHAND DEBRIS FROM THE SITEATTHE ENDOF
EACH DAY.
E. ASTM 1155401 -ALL ANCHOR BOLTS. UNLESS NOTED OTHERWISE
3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED AFTER
FABRICATIONPERASTMA123.E10' DSTEELHARDWAREANDANGIORBOLTSSHALLBE
GALVANIZED PER ASTM A153 OR B695.
4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE
EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH
2 MIX DESIGN SHALL BE APPROVED BY -BILE REP PRIOR TO PLACING CONCRETE.
3 CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED(♦/- 1 S%)WITH A SLUMP
RANGE OF- AND HAVE AMINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4-PSI UNLESS
OTHERWISE NOTED.
T THE FOLLOWING MATERIALS SHALL BE USED:
MR -AND CEMENT:
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERIGAN TOWER
CORPORATION(ATC)ANDTAKEPRECAUTIONSTOMINIMIZEIMPACTANDDISRUPTIONOF
OTHER OCCUPANTS OF THE FACILITY.
BRUSHED COATS OF ZRC ONNILITE COLD GALVANIZING COMPOUND PER ASTM ARR AND
MANUFACTURER'S RECOMMENDATIONS.
5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPTAS SHOWN AND
DETAILED ON STRUCTURAL DRAWINGS.
REINFORCEMENT: ASTM A185, PLAIN STEEL WELDED WIRE FABRIC
REINFORCEMENT- ASTMA615,GRADE60,DEFORMED
NORMALWEIGHTAGGINEGATE:ASTM C33
WATER: ASTM C91IC 94M
WELDED WIRE RIC. ASTMAIBS
ALL DISCREPANCIES FROM "AT I5 SHOWN ONTHESE
20. CONTRACTOR SHALLFURNISHT-MOBILE ArvD AMERICAry TOWER CORPORATION V`Tc)
6. CONNECTIONS:
ADMIXTURES:
CONSTRURION DRAWINGS SHALL BE 03MMUNICATED TO ATC
WITH A POP MARKED UP ASAUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
-WATER G T: ASTM C 49MC 494M. TYPE A
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
A. ALL IN
THE
ERIN GENT
-AR£RTE RING AGENT: ASTM 26UM
FAIL DIRECRONDCTUDH ATC GINEERING
21. PRIOR TO SUBMISSION OF BID, CONTACTOR SHALL COORDINATESWITHNO T-MOBILE REP
EMEOBVAWSCERTIFIED SWELDINGCOSANDCONDUCTED
ACCORDANCE LATEST
ACCORDANCE WITH THE LATEST EDIRON OF THE AWS WELDING CODE DI.1.
WITH
ASTM G94,TWEFOR TYPEG
NYCHAOCESFROM THE
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
WITHOUT
TO DETERMINE WHAT, IF ANY. ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
SHALLP DPNDINSTPIIED BY TILE CONTACTOR. CONTRACTOR WILL INSTALL
ALL ITEMS PROVIDED.
-SUPERPLASTICIZER:
-RETARDING: ASTM C491IC 49NM. TYPEB
APPROVAL FROM ATC ENGINEERING SNAILRA THE SOLE
RESPONSIBILITYOFTHE GENERAL CONTRACTOR.
B. ALL WELDS SHALL BE INSPECTED VIsuALLY.zS%oF wElns SHALL BE IRSPECTm WITH
DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1A,
5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SNAIL BE NO LESS THAN T.
AMERIGAN TOWER,
i
AN,
�\L�\�y�y� �T�ryI��L�
IVIIER tA1INEW, PROFE9 10- LS
326 TRYON ROAD
RALEIGH, NC 276033530
OFFICE: (919) 66W51
www.lepgroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY SSK 04/11L22
A 90%CONSTRUCTION SSP 06M/22
0 100%CONSTRUCTION SRZ 06/23/22
IL
ATC SITE NUMBER:
415255
ATC SITE NAME:
BOI FOXTAIL ID
T-MOBILE SITE NAME:
ATC FOXTAIL
SITE ESS:
6300 M IAN RD
MERI N D 6465902
SEAL:
L Ftic
O� NSF /2F
A
15814
O
G'p�r�TE OF
�yAM M. PNO
061=
T Mobile
DATE DRAWN:
06/23/22
ATC JOB NO:
14049009
CUSTOMER NAME:
ATC FOXTAIL
CUSTOMER ID
I SLO3609A
GENERALNOTES
SHEET NUMBER:
REVISION:
G-002
0