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<br />2 <br /> <br />3 <br /> <br />6'-0- <br /> <br />A <br /> <br /> <br />'11 EOUAl.LY SPACED <br />16 nES 0 12" <br /> <br />'6 TIE 0 (j <br />fiNISHED GRADE <br /> <br />B <br /> <br />ANCHOR BOLT PROVIDED <br />BY OTHERS (TYP) <br />(12) 2 1/4". X 8'-0' LONG <br />BOLTS EOUAl.LY SPACED <br /> <br />PIER PLAN <br />NOT TO SCAlE <br /> <br />C <br /> <br />D <br /> <br /> <br />20 'II EOUALLY SPACED <br /> <br />E <br /> <br />SECT! ON 2 <br />NOT TO SCAlE <br /> <br />F <br /> <br />... <br />u <br />I <br />~ <br />~~ <br />~!~ <br />;; <br />. ~Q~ <br />... - <br />'" <br />"'.," <br />~9~ <br />S~S <br />-<- <br /> <br />04 <br /> <br /> <br />,- <br /> <br />-==-_-=-_3.'- ~:~ <br /> <br />o 10 204 96 RELEASED FOR CONSTRUCTION <br />NO CATE REVISIONS AND RtCORO OF ISSUE <br /> <br />-, . ".", ...... ....~.:. <br /> <br />SECTION 1 <br />NOT TO SCAlE <br /> <br />5 <br /> <br />ANCHOR BOLTS <br />PROVIDED BY OTHERS <br />SEE NOTE 5 <br />(TYP) <br /> <br /> <br />-EB <br /> <br />3" CLR (l'YP) <br /> <br />6 <br /> <br />b <br />I <br />b <br />., <br /> <br />M......... <br />~1l!.1I: <br />~~..~, <br />I : REGISIIREO "'. ,,- <br />I I 'RorESSIO~^l i ) <br />~ [~r.rNIER i <br />01),> 24S1~ /~ <br />~~' <br /> <br /> <br />. HERESY CERflN tHAT THIS OOCUU(NT W"S <br />PR(PAR(O Il'f M( Of! UNDER lit clR(CT SU"O." <br />~H ~O fHAT I AU It 0Ut.., REQST[REO "'1\(.1- <br />FESSIONAl. E'lC;lN(tR UMOtR t~ V.WS QF TNt <br />STArE 0' "'N~JA... .. .. j- <br /> <br />SlCHEO ~ tV'"_ <br /> <br />DAlE /trZI-1& REe NO. . 2'~& <br /> <br />EHClHElR <br /> <br />!~18LACK & VEATCH <br /> <br />",c <br />ClArt /c-21-rt: <br /> <br />Cl<tCKm ~A<J <br /> <br />7 <br /> <br />Qjt,O- <br /> <br />8 <br /> <br />9 <br /> <br />NOTES: <br /> <br />10 <br /> <br />I, REFER TO SITE PlAN FOR PIER LOCATION ANO ORIENTATION. <br /> <br />2, AlL CONCRETE SHAlL HAVE A 28 DAY COMPRESSIVE STRENGTH <br />OF 4000 PSI, <br /> <br />3. CONCRETE REINFORCING STEEL SHAll BE ASTIoI A61S CRADE 60. <br /> <br />4. AlL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN <br />ACCOROANCE WITH THE LATEST REVISION OF ACI 318. <br /> <br />5. SEE TOWER DRAWlNCS FOR NlCHOR BOLT PLACEMENT DETAILS, <br /> <br />6. I.IAXIMUM REACTIONS: <br /> <br />llOVlN. l 16.1 K' <br /> <br />OTM r 1547.7 KIP-FT <br /> <br />SHfAR- 21.6 K <br />7, SEE CEOTECHNICAl REPORT FOR SOIL PROFILE. <br /> <br />SPRINT SPECTRUM <br />TOWER FOUNDATION <br />TIPAR INVESTMENt <br />MINNEAPOLIS ).ITA SITE 114 <br /> <br />A <br /> <br />B <br /> <br />C <br /> <br />D <br /> <br />E <br /> <br />F <br /> <br />RELEASED FOR <br />91WjJ]U CI!~J'l <br /> <br />. SICNEO . DATE <br /> <br />PfIO.l(CT <br /> <br />28660 <br /> <br />cOO( <br /> <br />AREA <br /> <br />ORAWIHC NUl'8ER <br /> <br />.t'# <br /> <br />MSCl14S3 <br /> <br />o <br /> <br />MS03XCl14V2 <br />