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<br /> <br />1<4' MAX, (TYP)1 <br /> <br /> <br />III III <br /> <br /> <br />PROVIDE FREE <br />DRMINC GRANULAR <br />BACKFILl UNDER SLAB <br /> <br /> <br />III III <br /> <br />III <br /> <br />III <br /> <br />~ <br /> <br />Ir---------------------------, <br />I I I <br />III I I I <br />II I 6,6-W'.4<WI.4 I <br />I I <br />I I I <br />I I I <br />I I 6" SLAB I <br />III I I BUlDINC 11'-6" X 20' I <br />I I I <br />I I I <br />I I I <br />III I I <br />I I <br /> <br />IL_________________________ <br /> <br />PROPOSED NEXTEL ANTENNAS <br />I TYPICAl OF 9) <br /> <br />III <br /> <br />151 <br /> <br />~ <br /> <br /> <br />b <br /> <br />III <br /> <br />III <br /> <br />III <br /> <br />III <br /> <br />III <br /> <br />~',4' DOOR <br />STOOP <br /> <br />,. <br /> <br />20'-0" <br />EaUIPMENT SHELTER <br />FOUNDATION PLAN <br />NOT TO SCAlE <br /> <br />FOUNDATION NOns <br /> <br />t N.L STRUCTURN. ru AND SITE PREPARATKlN FOR THIS PROJECT ShAll <br />FOllOW THE G<:OTECHNICN. ENCINEER RECOMENDATKlNS, EXISTING SOIL <br />HAS A MAX MUM AllOW,ABLE BEARING PRESSURE Of 2.500 POUNDS PER <br />SQUARE FOOT AS PER GEOTECHI>ICN. EXptORATlON AND EVN.UAT!()N REPORT <br /> <br />CONCRETE SHAll BE .1000 PSI <br /> <br />3 R(BAR F~ . 50.000 PSI <br /> <br />4 N.l BACKFill SHAll BE THOROVCHLY COMPACTED TO A MINIMUM OF 90S <br />1l<)0lFlED PROCTOR DENSITY <br /> <br />ELEV A liON <br />NOT TO SCALE <br /> <br />NOTE' ANTENNA MOUNTS SHOWN FOR REFERENCE ONLY. <br />CONTRACTOR HAS THE OPTION TO PURCHASE AND <br />INSTN.L AJ; APPROVED EQUIVAlENT AJ;TENNA <br />Il<)UNTINC SYSTEM <br /> <br />PREFORMED EXPANSION <br />JOIN' "ATE RIAL <br /> <br /> <br /> <br />'*'I 0 12" EA. WAY <br /> <br />4" THICK SLAB 4',4' <br />AT DOOR lOCATION <br />(TOP Of SLAB ElEVATiON <br />. SHElTER FFEl <br /> <br />DOOR <br /> <br /> <br />SHEl TER nOOR <br /> <br />ChANNEl 24" 'N'DE <br /> <br />y," DIA U-BO\. T <br />II 41/,," LG CALV <br /> <br />y," DIA J-HOOK <br />K 5Yt'" LG CAL v <br /> <br />BUILD UP AREA UNDER <br />STOOP WITH GRAVEl <br /> <br />STOOP DETAIL <br />NOT TO SCN.E <br /> <br />~" x ~" x'I," NEOPRENE <br />RUBBER PAD, 160 DUROMETERl <br />LOCATE AT 4'-0" O.C SHllJ <br />WITH PlAST'C SeJM$ TO <br />A TT "'N UNlF ORM BE ARINC <br /> <br />~ <br /> <br /> <br />6x6- W1..h. 'N1. 4 <br /> <br />HOLD OOWNS , CONC, fflQhORS TO BE DESiGNED & <br />SUPPLlE D B~ MODULAR 8UIL DING <br />MANUfA.CTURERS (YIN.4 PER STRucn <br /> <br />WAVEGUIDE BRIDGE DETAIL <br />NOT TO SCN.E <br /> <br />NOTE <br />CONTRACTOR TO MA<NT "'N <br />8'-0" WAvEGuIDe: CLEARANCE <br />FROM GRADE TO BOTTOM Of <br />COAXJAl CABLES <br /> <br />#4 STiRRUPS 0 18" <br /> <br />FOUNDATION SECTION <br />NOT TO SCN.E <br /> <br />UNivERSAL PIPE MOUNT <br />PlROD PART * 800124 <br />4W_ , 80" LONG <br />CAl V SCHED 40 PIPE <br />(TYPICN. 3 PLACES) <br /> <br />RED BlL.€ GREEN BROWN <br /> <br />,-SECT~ (0 0 (:) (0 <br /> <br />REO BlL.€ GREEN BROWN <br /> <br />a-SECT~ (0 0) CD (0 <br /> <br />RED BLUE GREEN BROWN <br /> <br />Y-SECTOR (0 0 (:) (0 <br />o~ o~ g~1 CPS <br />0000 <br /> <br /> <br />2" STD. PIPE ITYP) <br />T -FRAME MOUNT BY PIROO <br /> <br />BIRD LAKE <br />SITE No. FL-3412-B <br /> <br />2\\' _ , 84" lONG <br />ANTENNA MDUNTllvG PIPE <br />IPIROD PART .. 12.l2~81 <br />112 TOTAL) <br /> <br />CABLE ENTRY PORT FROM <br />INSIDE THE SHELTER <br />NOT TO SCAlE <br /> <br />I DATE'OECEMBER 13.2005 <br /> <br />REVISIONS <br />NO, D"TE <br />1 ISSUED F OR CONS T R\JC T10~ <br /> <br />2 <br /> <br />3 <br /> <br />It ANTENNA ElEVATION.150' <br /> <br />NOTES' <br />1 CONTRACTOR SHAlL VERIFY EXISTINC FIELD CONOiTlONS <br />AJ;O DIMENSIONS WHICH AFFECT NE'/I WORK, <br /> <br />2 All NEW STEEL MEMBERS SHAlL BE CN.VANIIED UNLESS <br />OTHERWISE NOTED <br /> <br />3 ALl GROUNDINO SHALl BE IN ACCORDANCE WITH NEXTEL <br />CORPORATION SPECIFICATIONS <br />4 CONTRACTOR IS RESPONSI8lE FOR ANTENNA lOCATION <br />AT SPECIFIED AZIMUTHS <br /> <br />4 <br />5 <br />6 <br /> <br />. <br />. <br />~ <br />.. <br />~ <br />--- <br /> <br />KC] <br /> <br /> <br />1_ <br />~~ <br /> <br />I SITE N.AME <br /> <br />Cl,...p EVERY .16" <br /> <br />BIRD LAKE <br /> <br />I 51 T E NUMBER <br /> <br />Fl-3412-B <br /> <br />SHF -SVPPQRTED TOwER <br /> <br />I SITE ADDRESS <br /> <br />38122 HENRY DRIVE <br />ZEPHYRHIllS, flORIO.<\ 33f <br />(PASCO COUNTY) <br /> <br />[~i:E T T1TLE_~_- <br /> <br /> <br />TYPICAL COAX RUN DETAIL <br /> <br />NOT TO SCN.E <br /> <br />KCI JOB # <br />