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<br /> <br />t - <br />~ <br />Ii <br />~ <br />~ <br /> <br />I: <br /> <br />35'-0" <br /> <br /> <br />. D <br /> <br />-1<.. <br />~J' <br />"'-..< <br />I <br /> <br />. <br />. <br />I <br />. <br />" <br />. <br />. C <br /> <br />6 <br /> <br />5 <br /> <br />92'-3 1/4" <br /> <br />I <br /> <br />~~ <br /> <br />'6' WIDE VEHICLE <br />ACCESS GATE <br /> <br />EXIST. CHAINLlNK FENCE <br /> <br /> <br />;I- <br />~ <br /> <br />4"#57 L1MEROCK OVER~ <br />MIRAFI MlRASCAPE <br />GEOTEXTILE FABRIC <br />OR APPROVED EQUAL <br /> <br /> <br />i <br />V EXIST. CHAINLlNK FENCE <br /> <br />NEW <br />CHAINLlNK FENCE <br /> <br />, C) <br /> <br />:~ <br />-f <br /> <br />. ,ol <br /> <br /> <br />I: <br /> <br />" <br /> <br />~ .....,.." <br />"'" <br /> <br /> <br />RC.V tI<" <br /> <br />"""""'0Ci0'llP1100l <br /> <br />o 11/~/l7 ISSU€D fOR P\:RMIT & CONSTRUCTiON <br />1 11/1l/l7 C<PANOCD PROJECT LEASED AREA & ^l)JUSTED AU. SCALES "'" <br /> <br />olK~l'l..1111fft4 <br /> <br /> <br />owo MO. <br /> <br />NEW <br />CHAIN LINK FENCE <br />SEE DETAIL: ~ <br />~ <br /> <br /> <br />80'-0" <br /> <br />-1<.. <br />~< <br />"'-P <br /> <br /> <br />~ <br /> <br />TOWER ~,) <br />FOUND~. V <br />(REF.) j~ <br /> <br />65'-0" <br />76'-0" <br /> <br />- COAX SUPPORT <br />SEE: ~ <br />'*?/ ~ <br />"'~ <br />~ <br /> <br />J <br /> <br />PLAN <br />'/16" = "-0" <br /> <br />~~ <br /> <br />2 <br /> <br />t <br />.- 3' -8" <br />L <br /> <br />-I 13'-0" <br />01 <br />T-tB <br />~ <br /> <br />1-12'-10" <br /> <br />BTS CABINET SLAB PLAN <br />1/8" = "-0" <br /> <br />u <br /> <br />3" CLEAR <br />(TYP) <br /> <br />#4@'2"E.W. <br /> <br /> <br />4"#57 L1MEROCK <br />SHALL BE COMPACTED <br /> <br />SUBGRADE SHALL BE <br />COMPACTED TO 95% <br />RELATIVE DENSITY <br />FOR THE ENTIRE SITE <br />BTS CABINET SLAB DETAIL <br />1/8" = "-0" <br /> <br />APT <br />Tampa / Orlando, Inc. <br /> <br />~.'~~-,l.~ <br />"" <br />fWOR DANIIL.~ <br />TlUCOM~ <br /> <br />APT <br />Tamp<J / Orlondo, Inc, <br />5907 Hampton Oaks Parkway, Suite B <br />Tampo, Florida 3.36' 0 <br />813 663-1000 <br /> <br />-m:e lttlI~HlCMI'IUII""""'_.t'lC~ <br />f"IIQf'U(ft rI fI\.UCIlo.--.....e LOt' 111 K~ f'al <br />1tOlCXlNl"'D8<lW.l.oSQN.'(.IICI.~al1tCl.QoltI <br />allne~nclOM:llllill~_......uJ1'O~ <br />I' "",*.-o.arMCl ,tQfIIIQ1WCII..........1liif"lQ)U::ID <br />CXIl"'Q,WII'QA~~rlQIl&:1'U"QlIOICa\.J'. <br />.. 'AdI ~ /11ft f'I.IIIII"OIf. ottO "'l'Ol...c:at Ie......... <br /> <br />~ FINISHED GRADE <br />ELEV. 9.3 <br /> <br />VAPOR BARRIER UNDER SLAB <br />6 MIL POL lYlNYL <br /> <br />z <br /> <br />NOTES: <br />1. SEE TOWER VENDOR DRAWINGS FOR ALL INFORMATION PERTAINING <br />TO TOWER, TOWER FOUNDATION, ANTENNA CONFIGURATION AND <br />COAX SUPPORT SYSTEM. <br />2. UNDERLINED ELEVATIONS ARE EXISTING. <br />3. SITE PREPARATION, FILLING AND COMPACTION SHALL BE PERFORMED <br />AS PER GEOTECHNICAL REPORT, ATTACHED. <br />4. GEOTEXTILE FABRIC TO COVER THE TOTAL FOOTPRINT OF THE SITE, <br />EXCEPT FOR THE BTS CABINET CONCRETE SLAB AREA. <br />5. REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, <br />ASTM A615-87, WITH 60,000 PSI MINiMUM YIELD POINT. <br />6. CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL <br />CONCRETE FOR BUILDING, ACI 301 -89. CONCRETE SHALL BE MADE <br />WITH STONE AGGREGATE AND SHALL DEVELOP A 4,000 PSI MINIMUM <br />COMPRESSIVE STRENGTH IN 28 DAYS. <br />7. CONCRETE MIX DESIGN: 6-' /2 SACKS MINIMUM PER CUBIC YARD. <br />5" MINiMUM, 7" MAXIMUM SLUMP. 3/4" MAXIMUM AGGREGATE. <br />8. SEE E1 FOR CONDUIT STUB UPS UNDER UTILITY CABINET. <br />9. TOP OF BTS CABINET SUB AND TOP OF THE TOWER FOUNDATION <br />SHALL BE 2" ABOVE FINISHED GRADE. <br /> <br />fl'LAt-{S f'~AA:(.D UNOCR <br />THE SlJP(RYISION ITI <br /> <br />0<<63210 <br /> <br />STRUCTURAL & CIVIL <br />PlAN & DETAILS <br />APT -BTS-2G082G <br /> <br /> <br />~~ <br /> <br />"'" <br />0<a<D .. <br /> <br />n/l....' <br />"'.. <br /> <br />JAN 1 4 1993 <br /> <br />$CAlL 0fV0WlNG HIJWll(R <br />AS NOlUl 2G082 <br /> <br />F\..Of ewE: 12/"/97 CJi)l) FU tC,; 1GOe2SiC1 .cwo <br /> <br /> <br />wooo.. ,-"",,1'!l) - .... a MOCJ <br /> <br />u <br /> <br />~ . <br />~ <br />! <br /> <br />t <br />i <br />~ <br /> <br />t <br />!l <br />> <br /> <br />~ <br />REV ~ <br />SC1 1 a <br />