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<br /> <br /> <br />PROVIDE FREE <br />DRMINe GRANULAR <br />BACKFU UNDER SLAB <br /> <br />;, <br /> <br />1,4' MAX ITYPI1 <br /> <br /> <br />ISl ISl <br /> <br />ISl <br /> <br />ISl ISl <br /> <br />'" <br /> <br />r---------------------------" <br />I I I <br />ISl I I I ISl <br />, I , I <br />I I 6,6, W1.4,WL4 I I <br />I I I I <br />I I I I <br />I I 6" Sl AB I I <br />ISl I I BUilDING "',6" X 20' I I ISl <br />I I I I <br />I I I I <br />I I I I <br />ISl I I <br />I I <br /> <br />IL_________________________ <br /> <br />t <br /> <br /> <br />t; <br /> <br />ISl <br /> <br />ISl <br /> <br />ISl <br /> <br />ISl <br /> <br />ISl <br /> <br />',4' DOOR <br />STOOP <br /> <br />20'-0" <br /> <br />EaUIPMENT SHELTER <br />FOUNDA TION PLAN <br />NOT TO SCALE <br /> <br />FOUNDA noN NOTES <br />1. IU STRUCTURAL Fill AND SITE PREPARATiON FOR THIS PROJECT SHALL <br />FOlLOW THE GEOTECHNICAL ENGINEER RtCOMENDATIONS EXISTINC SOIL <br />HAS A MN<IMUM ALLOWABLE BEARING PRESSURE Of 2,500 POuNDS PER <br />SOu ARE FOOT AS PER CEOTECH~C"l EXPLORATION AND EV"-UATKlN REPORT <br /> <br />CONCRETE SHALL BE JOOO PSI" <br />R[ BAR FY . 60,000 PSI <br />4, "-L BACKfiLL SHALL BE THOROuGHLY COMPACTED TO A MINIMUM Of 901 <br />MQQ<FIEO PROCTOR OENSITY <br /> <br />PRUORMED EXPANSION <br />JOINT MA T[RIAL <br /> <br /> <br />.... 0 12" EA, WAY <br /> <br />4" THICK SLAB 4',4' <br />AT DOOR LOCAmN <br />ITOP OF SLAB ELEVATION <br />, SHELTER FFEI <br /> <br />DOOR <br /> <br />SHEL TER FLOOR <br /> <br />BUILD uP AR[ A UNDER <br />STOOP WITH GRAV[L <br /> <br />STOOP DETAIL <br />NOT TO SC"-E <br /> <br />J" X J" N," NEOPRENE <br />RUBBER PAD 160 DUROMETERI <br />LOCATE AT 4',0" O,C SHIM <br />WITH PLASTIC SHIMS TO <br />ATT AJN UNIFORM BEARING <br /> <br /> <br />6l(6.'N1AxW1.4 <br /> <br />HOlD DOWNS ~ CONC ANCHORS TO BE OCSICNED ~ <br />SUPPliED BY MOOULAR BUILDINC <br />MANUFACTURERS IMIN, 4 I'tR STRUCTI <br /> <br />.... STiRRUPS 0 18" <br /> <br />FOUNDATION SECTION <br />NOT TO SC"-E <br /> <br /> <br />ISl <br /> <br /> <br />PROPOSED NEXTEL <br />(TYPICAL OF 91 <br /> <br />ISl <br /> <br />~ <br /> <br />4" <br /> <br />ELEVATION <br />NOT TD SCALE <br /> <br />NOTE, ANTENNA MOUNTS SHeWN FOR REFERENCE ONLY, <br />CONTRACTOR HAS THE OPTKlN TO PURCHASE AND <br />INSTALL AN APPROVED EQUIVALENT ANTENNA <br />MOUNTINC SYSTEM <br /> <br /> <br />CHANNEL 24" WIDE <br /> <br />Yt" DIA U,BOt T <br />, 4'1,' LG GAL V <br /> <br />y," O'A J'HOOK <br />J[ 5\1z" LG C~V <br /> <br />~ <br /> <br />WAVEGUIDE BRIDGE DETAIL <br />NOT TO SC!>LE <br /> <br />NOTE <br />CONTR,ocTOR TO M,~NT AN <br />8"0" WAVEGuIOE CLEARANCE <br />FRO,," GRADE TO BOTTO,," Of <br />COAXL4/. CABLES <br /> <br />UNIVERSAL PIPE MOUNT <br />PiROO PART # 800124 <br />4;1,' _ x 80" LONG <br />GAL V SCHED 40 PIP[ <br />I TYPiCAL J PLACES) <br /> <br />2" STD, PIPE ITYPI <br />T'FRAME MOUNT BY PiROO <br /> <br />20/8'. x 84" LONG <br />ANTENNA MOUNTING PIP[ <br />IPIROD PART # 12J2J<l1 <br />112 TOT!>LI <br /> <br />It. ANTENNA ELEVATlON.IBO' <br /> <br />Cl.AAIP EVERY J8" <br /> <br />,'SECTOR <br /> <br />Rf:D Bll.€ GREEN BROWN <br /> <br />0008 <br /> <br />Rf:D BlUE GREEN BROWN <br /> <br />0008 <br /> <br />Rf:D Bll.€ c;R[EN BROWN <br /> <br />0008 <br />o~ ~~ g= GPS <br />0000 <br /> <br />8 ,SEC TOR <br /> <br />r'SECTOR <br /> <br />CABLE ENTRY PORT FROM <br />INSIDE THE SHELTER <br />NOT TO SCALE <br /> <br />.!m.li:. <br />I, CONTRACTOR SHALL VERIfY EXiSTINC FiELD COND<TIONS <br />AND DIMENSIONS WHICH AfFECT NEW WORK <br /> <br />2,ALL NEW STEEL MEMBtRS SHALL BE C!>LVANIZ[D UNLESS <br />OTHERWISE NOTED <br /> <br />JALL GROUNDINC SHALL BE IN ACCORDANC[ WITH NEX'EL <br />CORPORATION SP[ClfICATiONS <br />4 CONTRACTOR IS R[SPONSIBLE FOR ANTENNA LOCATION <br />AT SP[ClfiEO AZiMUTHS <br /> <br />TYPICAL COAX RUN DETAIL <br /> <br />NOT TO SC!>LE <br /> <br /> <br />BIRD LAKE <br /> <br />SITE No, Flr-3412-B <br /> <br />I DATE ,DECEMBER 13, 2005 <br /> <br />REVISIONS <br />NO, DATE <br />, ISSUED FOR CONSTRUCTlO~ <br /> <br />2 <br /> <br />3 <br /> <br />4 <br /> <br />5 <br />6 <br /> <br />.. <br /> <br />:: :KC] <br /> <br />.. _ TECHNOLOGIE <br />FLORIDA LIC&'iSE NO' EBOOO4898 <br />KC1 TECHNOLOGIES. INC. <br />10150 HIGHLAND MANOR DRt\' <br />SUITE 120 <br />TAMPA. FLORIDA 33610 <br />(813) 7~2300 <br />DARRl'L J, KROEZE. PE, LICENSE NO, 53 <br />THIS DRAWING IS COPrRJ(;HTED AND ' <br />PROPERTY Of N[XTEL SOUTH CORP( <br />IT is PRODUCED SOlEL r FOR USE B <br />NEXTEL AND ITS .4fFIUATES, REPROO <br />OR uSE: or THIS DRAWlN() ANQ/OR T <br />ATION CONT NNED IN IT IS FORBIDOE~ <br />THE wRITTEN PERt.lISSION Of N[XTEL <br />SOOTH CORPORATiON, <br /> <br />I SiTE NAME <br /> <br />BIRD LAKE <br /> <br />I SiTE NUMBER <br /> <br />FL-3412-B <br /> <br />I SITE .ADDRESS <br /> <br />38122 HENRY DRIVE <br />ZEPHYRHIU,S, FLORIDA 33~ <br />(PASCO COIJN'fY) <br /> <br />I]Bfp 'IT~---' <br /> <br />DETA!lS <br /> <br /> <br />ISHEE T t-'L~~~ff-;-~ <br /> <br />C-3 <br /> <br />I KCIJOB # IOO54100A8 <br />