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<br />15'-6"
<br />
<br /> 6"MIN.\TYP.)
<br /> 1'-6" 2'_611 1'_0" 1'-11" 1'-11" 21_6" 3'-8"
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<br />13'-6"
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<br />
<br />A
<br />
<br />#5@12"O.C
<br />(EACH WAY)
<br />
<br />1
<br />
<br />EQUIPMENT ENCLOSURE FOUNDATION AND FLOOR SLAB PLAN
<br />
<br />SCALE: 1f2" = 1'-0' (112' = 2'-O'IF 11 X 17 SHEET SIZE 1
<br />
<br />,~U08
<br />(+3"AGl)
<br />
<br />
<br />COMPACTED COHESIVE OR
<br />CA.6 GRANULAR BACKFILL OR
<br />APPROVED EOUAL
<br />#SRE8AR@12*O.C.EACHWAY
<br />
<br />TlGMDE
<br />(+O..O"AGL)
<br />
<br />
<br />8IFOUNDATION
<br />(.1S-AGL)
<br />
<br />SECTION B-B
<br />
<br />STRUCTURAL NOTES:
<br />
<br />A EQUIPMENT CABINET FOUNDAT!ON
<br />1_ REFER TO CIVil DRAWINGS FOR ORIENTATiON OF THE FOUNDATIONS
<br />2_ EQUIPEMENT CABINET FOUNDATION IS DESiGNED FOR THE FOLLOWING lOADS.
<br />ENCLOSURE OEAD LOAD; 12.000 LBS
<br />UVElOAO,SOPSf
<br />3. FOOTiNGS SHALL BEAR ON VIRGIN SOIL PRESURE OF 2,000 PSI'
<br />4. SLAB TOBE LEVEl::t1!4".
<br />5 A MINIMUM Of 18" EMBEDMENT
<br />6 FINAL SITE DESIGN IS THE RESPONSIBiUTY OF THE SITE CONTRACTOR
<br />7 SlAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOil PlASTlCITY INDEX Of 27
<br />8 SUBGRADE PREPARATION:
<br />A REMOVE ALL SOilS CONTAINING TOPSOIL ORGANIC MATERiAlS, ANDJOR fill MATERIALS FROMWlTHIN
<br />AREA OF ENCLOSURE FOUNDATION.
<br />B. PROOF ROLL RESULTING SUBGRADE WlTH A HEAVILY lOADED SINGLE AXLE ROllER OR SIMIlAR VEHICLE
<br />(20 TON lOADl. CONTRACTOR SHAll UNDERCUT AND REPlACE WITH ENGINEEREO Fill (COMPACTED
<br />lOOT CA-S MATERIAL) OR APPROVED EQUAL All lOOSE SOFT OR UNSTABLE AREAS REVEALED DURING
<br />PROQfROLUNGASDIRECTED, <'>
<br />C. BACKFill AND COMf'ACTTHE AREA WtTHIN THE BUILDING FOUNDATION BETWEEN RESULTANT
<br />SUBGRADE AND FOUNDATION WAtl WITH CA-6 GRANULAR MATERIAL OR APPROVED EQUAL
<br />9. FOUNDATION WAll SHAll BE BACKFIllED EVENLY ON EACH SIDE Of' THE WAll OR WAltS SHAll BE
<br />ADEQUATElY BRACED BY THE CONTRIICTOR UNTIL FLOOR SLAB HAS PLACED AND CURED fOR 72
<br />HOURS MINiMUM.
<br />10.1 NEW FOUNDAT!ON OESIGN HEREIN IS BASED ON SOilS HAVING A MiNIMUM CAPACITY Of
<br />2.000 POUNDS PER SQUARE FOOT (PSF).
<br />lO.2 GC SHALL HAVE A GEOTECHNICAL ENGINEER PRESENT AT THE TIME OFCAISSON
<br />INST AUA liON TO VERIFY SOILS
<br />10.3 GC SHAll PRESENT AN ENGINEERiNG REPORT DOCUMENTING THAT CAISSON W/lS
<br />INSTALLED PER THE ENGiNEER!NG SPECIFICATIONS
<br />lOA NO GEOTECHNICAL ENGINEERING REPORT HAS BEEN SUPPUED TO CONCORDIA THESE
<br />PLANS ARE BASEO ON SOILS AT THE BASE HAVING A CAPACITY OF 2000PSF.GC SHAll
<br />NOTIFY ENGINEER OF DISCREPANCIES IMMEOlA TEL Y.
<br />
<br />BBU CABINET
<br />
<br />9"
<br />
<br />~ ~
<br />Dd
<br />~
<br />
<br />GC TO lEVEL
<br />CABINETS WI
<br />WASHERS
<br />
<br />
<br />3-#5@EACHFACE
<br />TYP,
<br />
<br />DETAIL "A"
<br />SCALE: N.T.S.
<br />
<br />12"
<br />
<br />NOTE:
<br />
<br />1. USE GALVANIZED Hll TI EXPANSION ANCHORS OR, APPROVED
<br />EQUAL, FOR EQUIPMENT ANCHORAGE.
<br />
<br />2, FOR S!ZE AND lOCAT!ON OF ANCHORS AND OTHER
<br />REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS
<br />
<br />__',- ,!SEEOETAIL"A"
<br />
<br />
<br />, \ /_f~EEom"'8'
<br />\ // "
<br />,
<br />
<br />
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<br />
<br />B
<br />
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<br />in F--
<br />
<br />'"
<br />
<br />1)BBU.(2)S5000
<br />& (1) NOKlAflEXl
<br />TOTAl OF (4)
<br />CABINETS
<br />
<br />000
<br />
<br />.-----
<br />
<br />/
<br />/
<br />
<br />~
<br />192.\;oID
<br />
<br />6" MtN COMPACT
<br />GRAVEl BASE
<br />
<br />EXISTING
<br />SUBGRADE
<br />
<br />SECTION A-A
<br />
<br />NEW flEXl POST
<br />2 112" 0 STD. PlPE
<br />
<br />Co
<br />
<br />
<br />#4TtE@12-0.C
<br />
<br />t2-x1Z'x3lS"Thck8Mfir>gPlatfrwl
<br />(4}NEW9l16"OlA.HOlES
<br />
<br />(4)NEW1l2-0xS""lONG
<br />Hll Tl ANCHOR BOLTS
<br />
<br />44t4@12"'@EACHCORNERTYP
<br />314" CHAMFER TYP.
<br />2'-6-
<br />
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<br />
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<br />
<br />DETAIL "B"
<br />SCALE: N.T.S.
<br />
<br />6" MtN COMPACT
<br />GRAVEL BASE
<br />
<br />q;. . -Mobile-
<br />
<br />T-MOBllE
<br />8550 WEST BRYN MAWR AVE.
<br />SUITE 100
<br />CHICAGO, IL60631
<br />MAIN: (773) 444---5400
<br />
<br />CONCORDIA, l TO
<br />A PROFESSIONAL DESIGN FIRM
<br />~ UCENSEI/184004952-DBA
<br />----:..~~CORDIA WIRELESS, me
<br />~ - 505 E GOLF ROAD
<br />SUITED&E
<br />ARUNGTON HEIGHTS,IL600Q5
<br />MAIN; (847) 981--0801
<br />
<br />(C)Collcor<!;a 2001.2009, Copyngt>\Nolice:
<br />These Docull\0llSlOrnw1ngs Are Pfoduced by and
<br />Are The,e-fom The IntellGcluaJ PropeltyofConcoroia
<br />Gro"p Of Companies. Do Not Copy, Reproduca.
<br />Reverse-Engineer Of Rllpilcale Any Parts of These
<br />Oocumenls In any Manner Without ObIaining Wril!en
<br />eo"3ent F,om The C<nloordia Group.
<br />
<br />PROJECT NO: T-ijMx1S'-6" CONCRETE PAD
<br />
<br />DRAWN BY: KF
<br />
<br />CHECKED BY: OMS
<br />
<br />CHECKED BY: RH
<br />
<br />APPROVED BY: GMS. TP
<br />
<br />NEW T -MOBILE
<br />7'.6" X 15'-6"
<br />CONCRETE PAD
<br />
<br />EQUIPMENT PAD
<br />DETAILS & NOTES
<br />
<br />5-1
<br />
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