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HomeMy WebLinkAbout705 Verizon WirelessO O oq O O E~ LLJ © © © 0 L EL O CD _. _ CD _.2 <( z <E _ <( <( © © DJ D © Ld © O Ld O © m SiTE DATA 777 YAMATO ROAD - SUITE 600 BOCt~ RATON, FLORIDA 33431 PHONE {561) 995-5500 777 YAMATO ROAD, SUITE 600 BOCA RATON, FL, 5345i (561) 995-5500 ROJECT INFORMATION":": ..... ,' ' CROWN WEST MIDWAY SITE No 69032 16454 OKEECHOBEE ROAD FORT PIERCE, FL 34945 URRENT iSSUE DATE' MAY 2005 UED FOR:' , ' ", CONSTRUCTION DRAWINGS-' EViTZ-~AE~'- ';" ~E~CRIPTION:'"'; NAMP: SITE NUMBER: AD D R E S $: ZONING JURiSDiCTION: CONTACT'S PROPERTY OWNER CIVIL AND STRUcTuRAL ENGI CROWN WEST MIDWAY 69032 4 PIERCE ~ ,, ............ L 34945 ST, LUC:I~ C OUNTY INSPECTIONS DEPA 2F. LUC/~ RTMENT TE/E u P, ,ONE CO ~ EL L S~,f~ U F/-/ MPANY POWER COMPANY R LECTRIcAL N R SHEET No. 2 INDEX OF DR AWlNGS UTE ~LAA/ PREPARED BY:.  Kimley-Horn and Associates, Inc. Ktb'IL~Y-HORN AND ASSOCIATES, lNG. 2003 ~437 EMBARCADERO DFR. WEST PALM ~EA~'H ~,,,, ?L OR~DA 353407 FBPE EB0000696 ROJECT DATA: SITE NAME: SITF ADDRESS: OWNER/PROP, MCR.: BLDG. DEPT./ ZONING: BUILDING CODE: FLOOD ZONE: CROWN WEST MIDWAv (800642) 16434 OKEECHOBEE ROAD, FT PIERCE, FL CROWN CASTLE INTERNATIONAL ST. LUCIE COUNTY 2001 FLORIDA BUILDING CODE "X" PER FIRM No 12111C0i65F DATED 8/'19/91 N By:'I'--CH K.- APV.: ENSURE: DAVID STEWART CHARLES GEER MARK FAIRCHILD RUSSELL MORRtSON DAVID R. BARDT ANGELINA FAIRCHILD PE 51t 80 PE ,31 4,35 PE 51597 PE 5t 567 PE 3,3614 PE 45958 EET TITLE" COVER SHEET The pu~ose of this adjustment is to collocate an antenna on an existing tower with an equipment pad. EET NUMBER' DATE: SPTRC REP. I OF 5 KHA Job #' O44O47364 uJ Z L~ <( CD 0 o o -- ~5 Z <( © © -- -- -- Z © © © P ¢ © © C~ © < © S TAN D A R D PROVISIONS , : INTENT THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE COMMUNICATIONS S!TE~ THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND COMPLIMENTARY~ HOWEVER~ SHOUL. D ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED ON BOTH. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORk( AS INDICATED 1N THE DOCUMENTS. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE OR QUALITY OF MATERIALS REQ1JtRED TO COMPLETE THE WORK. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. HOWEVER, NO CHANGES THAT ALTER THE CHARACTER OR iNTENT OF THE DESIGN WILL BE MADE OR PERMITTED WITHOUT A CHANGE ORDER. CONFLICTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING ANY WORK, NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY iN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL. BE SUBMITTED TO THE VERIZON WIRELESS CPM FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREA. THE CONTRACTOR, WHEN AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING WHICH SUCH CONTRACTOR MIGHT NOT HAVE FULLY iNFORMED HIMSELF PRIOR TO BIDDING. TIONS THAT EXIST OR STORAGE: REQUIREMENTS OF THE CONTR r DOCUMENTS. A. DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF TOOLS OR MATERIALS WITHOUT THE VERiZON WIRELESS CPM AND/OR BUILDING OWNER APPROVAL~ B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND /N A MANNER THAT WiLL NOT OBSTRUCT THE FLOW OF OTHER WORK~ ANY EQUIPMENT OR ~ATERtAL STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE MANUFACTURER. PROTECTION' A. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF OPENINGS USED AS PASsAGEWA~.~- THROUGH WHICH EQUIPMENT AND MATERIALS WiLL PASS. B. PROVIDE PROTECTION :FOR EQUIPMENT ROOM SURFACES PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUOH SURFACES~ C. MAINTA1N FINISHED SURFACES CLEAN, UNMARRED AND SUITABLY PROTECTED UNTIL JOB SITE iS ACCEPTED BY THE VER!ZON WIRELESS CPM. REPAIRS AND REPLACEMENTS: A. iN EVENT OF DAMAGE, THE CONTRACTOR SHALL pROMPTLY MAKE ALL REPLACEMENTS AND REPAIRS AND AT NO ADDiTiONAL C TO THE VERIZON WIRELESS CPM AND/OR BU:ILDiNG OWNER~ TEMPORARY ~ ~ ~ ~ AC!L1TIEc. A~ TELEPHONE: EACH CONTRACTOR TO) PROVIDE HIS OWN TELEPHONE ACCESS 1F REQUIRED. /F PERMANENT POWER IS COIMPLETED, ALL CONTRACTORS MAY USE THE SERVICE CONNECT/(ON FOR PRODUCTION WORK ONLY, PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE FURNISHED BY THE CONTRA(CTORS AND ARE DISCONNECTED AND PROPERLY STORED DURING IIxION-WORKING HOURS. CLEAN UP: THE CONTRACTORS SHALL AqT ALL TIMES KEEP THE SiTE FREE FROM ACCUMULATION OF WMSTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE AL_L RUBBISH FROM AND ABOUT THE BUILDING, iNCLUDING ALLL TOOLS, SCAFFOLDING AND SURPLUS MATERIALS, AND S}HALL LEAVE THE WORK CLEAN AND READY FOR USE, B. EXTERIOR; VISUALLY tNSPEC}T EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. REMOVE ALL TRACES OtF SPLASHED MATERIALS FROM ADJACENT SURFACES. C. INTERIOR: VISUALLY tNSPEC;T iNTERiOR SURFACE AND REMOVE ALL TRACES OF SO/L, TASTEE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. t REMOVE ALL TRACES Oi)F SPLASHED MATERIAL FROM ADJACENT SURFACES. REMOVE PAINT DROPP/IilGS, SPOTS, STAINS AND DiRT FROM FINISHED SURFA(CES. RELATED DOCUMENTS AND COORDIINATION~ A~ GENERAL CARPENTRY, ELECTI-RICAL, AND ANTENNA DRAWINGS ARE INTERRELATED 1N PERFORMMNCE OF THE WORK, EACH CONTRACTOR MUST REFER Ti-O ALL DRAWINGS. ALL COORDINATION TO BE THE RRESPONSiBILITY OF THE GENERAL CON TRACTOR. DRAWINGS: A, CONTRACTORS TO SUBMIT Sb-tOP DRAWINGS AS REOUIRED AND LISTED iN THESE SPECIFICATIONS THROUGH THE GENERAL CONTRACTOR TO THE VER!ZO)N WIRELESS CPM, FOR APPROVAL. ALL. SHOP DRAWINGS TO BE REVIEWED, CHECKED AND CORRECTED BY GENERAL CONTRACTOR PRiORR TO SUBMITTAL TO THE VERiZON WIRELESS CPM~ AND SUBSTITUTIONS: SUB~IT .3 COPt,S OF EAC½ ~EQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO B~E REPLACED BY THE SUBSTITUTION. iNCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOIR SUBSTITUTIONS. SUBMITTAL SHALL INCLUDE AkLL NECESSARY PRODUCT DATA AND CUT SHEET WHICH PROPERLY INDICATE ~ND DESCRIBE THE ITEMS, PRODUCTS, AND MATERIALS BEING INSTALLED. THE CON I TRACTOR SHALL, IF DEEMED NECESSARY BY THE VERIZON WIRELESS CPM, SUE~MIT ACTUAL SAMPLES TO CPM FOR APPROVAL iN LIEU OF CUT SHEETS. COM___PLIANCE ALL MATER ALS, DESIGN, AND) WORKMANSHIP SHALL BE IN ACCORDANCE ~ITH ALL APPLICABLE GOOFS (SOME OF WHICH ARE LISTED BELOW), ORDINANCES,, AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. UPON ~HE COMPLFTIOf)N OF THE wORK, THE CONTRACTOR SHALL PROVDE ~ ~ LESS CPM WITH A CERTF1cATE OF OCCUPANCY (IF REQUIRED) i E . DOCuMEN~TS TO VERFY SUCH COMPLIANCE. WHERE NO CODES 7 7) SHALL CONqFORM W TH THE 2001 FLORIDA BUILDING CODE SPECIFICAT/ONIS HEREIN, WHICHEVER IS MORE STRINGENT AND A ENT SHALLL BE FURNISHED TO THIS EFFECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLIANCE WITH THE GOVERNING CODES AND TO NOTIFY THE VER!ZON WIRELESS CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE iN THIS SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE TIME OF AWARD OF THE CONTRACT. THE CONTRACTOR SHALL COMPLY WiTH ALL ZONING AND SITE ACQUISITION SPECIAL. STIPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY THE VER1ZON WIRELESS CPM. ANSI/EIA - 222 - E 200t FLORIDA BUILDING CODE BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) ~A NATIONAL ELECTRICAL CODE (NEC) WITH LOu L AMENDMENTS UNDERWRITERS LABORATORIES APPROVED ELECTRICAL PRODUCTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) LIFE SAFETY CODE NFPA - 101 FEDERAL AVIATION REGULATIONS PERMITS AND LICENSES A~ O+ CONTRACTOR St'~ALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF .PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGiNEER FOR RESOLUTION AND INSTRUCTION AND NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY /S CHECKED AND CORRECTED BY THE ARCHITECT/ENGiNEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HiS OWN RISK AND EXPENSE. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF CONSTANT COMMUNICA q AS o ~ T ONo, SUCH A CELLULAR , HON~ OR A PAGER~ THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL AND THE GENERAL PUBLIC DURING THE ENTIRE SITE n ~ONSTRUCTION PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, StGNS, AND THE LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIDELINES. COORDINATION WiTH ~-' i A. THE CONTRACTOR SHALL COORDINATE WITH RLLEYAN AUTHORITIES THE WORKS THAT ARE TO BE SHALL C©N~UC] HIS OPERATIONS SO AS WITH THE OPERATIONS OF PUBLIC AND AUTH®RiTIES WHILE i NSTALLNG SERVICES THE CONTRACTOR '~ WlL~ BE RESPONSIBLE FOR THE PROTECTON OF SUCH FACILiTiES AND STRUCTURES DURING CONSTRUCTION OF THiS SITE, INSPECTIONS A THE ~u~ TRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS IN ADVANCE OF REOL INSPECTIONS THAT WILl BE REQUIRED BY TH OR OTHER DESIGNATED CARRIER REPREsENTA NSPECTIONS. RZON WIRELESS CPM ARE: INSPECTION OF GROUNDING SYSTEM PRACTICAL COMPLETION THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THAT ALL RELEVANT AUTHoRITy INSPECTIONS ARE IN A TIMELY MANNER. THE CONTRACTOR SHALE DOCUMENTATION OF ALk INSPECTIONS RING D OUT THE CONTRACTOR IS RE~ VERIZON WIRELESS CPM'S AlL RRQU/RED NSPECTIONS SHALL DROVIDE DOCuMENTAT FOR COORDINATING WITH THE ATED ENONEERNO FRM TO OBTAN TESTING. THE CONTRACTOR OF ALL INSPECTIONS. } ENV, RONIdENTAL PROTECTION A, NOISE LEVEL; THE CONTRACTOR SHALL ENSURE THAT STATE AND LOCAL REGULATIONS ARE COMPLIED WITH 1N REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUB-CONTRACTOR'S E©UIPMENT OR METHODS OF CONSTRUCTION~ DUST CONTROL: THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO LIMIT THE CREATION OF ANY DUST NUISANCE THAT MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE VERIZON WIRELESS CPM MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY PARTICULAR DUST NUISANCE IS CONTROLLED TO THE SATISFACTION OF THE VERiZON WIRELESS CPM~ LOCAL AUTHORITIES AND BUILDING OWNERS~ 777 YAMATO ROAD, SUITE 600 BOCA RATON, FL 33431 (56I) 995-5500 ROJECT iNFORMATION ....... CROWN WEST MIDWAY SiTE No 69052 164-34- OKEECHOBEE ROAD FORT PIERCE, FL 5494-5 RE! N STA TEM EN T A~ ANY PAVEMENT, FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, SERVICES, AND EXISTING FEATURES OR OTHER PROPERTIES, DISTURBED OR DESTROYED DURING CONSTRUCT;ON SHALL BE REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT ? EX STING BEFORE COMM~ r__NCEMENT OF OPERATIONS. URRENT ISSUE DATE; ' .... MAY 2005 UED FOR" ....... CONSTRUCTION DRAWINGS )ATE: ......DESCRiPTiON' AS-BUILTS DRAWINGS THE CONTRACTOR SHALL PREPARE A RED LtNE:3 SET OF AS-BUILT DRAWINGS IN THE FORM OF MARKED UP CONSYRUCTION PLANS THAT SHALL BE OF A STANDARD ACCEPTABLE TO THE VERIZON WIRELESS CPM. SUCH DRAWINGS SHALL BE SUBMITTED TO THE VERIZON WIRELESS CPM WITHIN TWO WEEKS FROM PRACTICAL COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL tNVOiCE, SEAL: ' PRACTICAL COMPLETION A, DOCUMENTATION BY CELLULAR CARRIER BEFORZ COMPLETION CAN BE ISSUED INCLUDE: I. ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED IN THE PREVIOUS SECTIONS 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE 3. GROUND SYSTEM RESISTANCE TEST 4. CERTIFICATE OF OCCUPANCY A~ EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND TAiN THE DURATION T ALL. AN ALL NOT Wi~B H TiE HE A CERTiF1CATE ~ ~U~NCE STATING ~[[ COVER CTOR T URNi X_L s LANS PREPARED BY:' ' Kimley-Horn and Associates, Inc. KIMLEY-HORN 4451 EM ': BA DR.. RCADERU WEST PALM BEACH, ?LOR/DA eT: FBPE EB0000696 --PROJECT DATA: SITE NAME: CROWN WEST MIDWAY (800642) SITE ADDRESS: 16434 OKEECHoBEE ROAD, FT. PIERCE, FL OWNER/PROP, MGR.: CROWN CASTLE INTERNATIONAL BLDG. DEPT. / ZONING: ST. LUOIE COUNTY BUILDING CODE: 2001 FLORIDA BUILDING CODE FLOOD ZONE: 'X" PER FIRM No 12111C0i65F DATED 8/19/9i -DRAWN BY: CHK, ' APV : RS ,0RT, I RCM , Il · -LICENsURE: DAVID STEWART CHARLES GEER MARK FAIRcHiLD RUSSELL MORR SON DAVID R. BARDT ANGELINA FAIRCHILD PE 31i80 PE 51455 PE 51597 PE 51567 PE $36i 4 PE 43958 SHEET TITLE: ', "' , ,, ' "' G:ENERAL The purpose of this adjustment is to collocate an ~ntenna on an existing tower with an equipment pad. SHEET NUMBER. SiTE PLAN APPROV[D 2 0 KHA dob #' ' " ,' ,,' $?TRC REP, 044047364 o o 0 0 L [3_ -- i5 cD i ,-- Z Ld 0 LO Q.. LO CD Z _ CO _. _ LO rD rD <( C) LO BELLSOUTH TELCO RISER No 16454 PROPOSED ROUTE FOR .... ELECTRIC (I55'!) AND TELCO (i05'±) SERVICE TO EXISTING MULT!CARRIER SERVICE RACK W/TH ELECTRIC SERVICE AND BELLSOUTH TELCO RISER. (COORDINATE EXACT ROUTE 1N THE FIELD WITH VER/ZON WIRELESS CPM) OF VERiZON WIRELESS METER AND DISCONNECT SWITCH. (COORDINATE EXACT LOCATION WITH VERiZON WIRELESS CPM) EXISTING i2'± DBL ACCESS ~EXISTING MULTtCARRIER SERVICE RACK WITH ELECTRIC METER BANK. x ~-~6'¢ CONCRETE CASSON (TYP) O 245' X LATTICE TOWER (DESIGNED x BY OTHERS) EXi S TI N G WAVEGUIDE BRIDGE BRiD CE I ~'l i~_~.~. I0.0' P R 0 P 0 S ED 3' x 8' CON CRETE PAD FOR FUTURE EQUIPMENT : x x Ed 0 .... EXISTING 8' HiGH C.L.~ w/s STRANDS OF BARBED WEE AND o ~ [ E N VYN i L SLATS (TYP) PROPOSED 12'x20' ~- PRO,~'OSED t;2'x22' "-~PROPOSED LOCATION ' 'O RELESS OF VERIZON VERtZvN Wl VERIZON WIRfELESS E©UtPMENT PAD LEASE PARCEEL ('SEE WIRELESS SERVICE (SEE ENL. ARGMENT SURVEY) RACK (SEE ON THIS SHT,) ELECTRICAL SHT. FOR BETAILS) NOTE; ALL SURVEY INFoRMATIONi PROVIDED BY WILLIAM B. ZENTZ AND ASSOCIATES, INC. SITE PLAN 1 C) O 5 I O 2 O I inch ..... !0 fo(et X I I I x I0.0' / 6.0' ,/ +1 PROPOSED i 2'x22'---% VERiZON WIRELESS LEASE PARCEL (SE SURVEY) ® ® ® / / X <¥X X X X X X X EXISTING 8' Hi.OH C.L.F W/ 5 STRANDS OF BARBED WiRE AND GREEN VYN!L SLATS (iY~) X X X ~ G E M E N T SCALE: N.T.S. ND PROP 1XxzuCONQ SLAB W./ RADIO EQUIPMENT PLATFORM. TOP OF SLAB EL. (SEE PAD DETAIL ON SHT. 5) FUTURE GROWTH CABINET (BY OTHERS) PROPOSED RADO CABINET (ST OTHERS) PROPOSED PRIMARY POWER CABINET (BY OTHERS) PROPOSED EMERGENCY GENERATOR OR BATTERY BACK-UP (BY OTHERS) MANUAL TRANSFER SWITCH (SEE ELECTRICAL SHEET FOR DETAIL) ELECTRIC LOAD CENTER (SEE ELECTRICAL SHEETS FOR DETAILS) 32" x 26" TELCO BOX (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED WAVEGUiDE BRIDGE (SEE DETAIL ON SHEET PROPOSED 5'x8' CONCRETE PAD FOR FUTURE EOUtPMEN% TOP OF SLAB EL. 21.95'± NAVD '88 (SEE DETAIL ON · i SH,, 5) EXISTING 245'± LATTICE TOWER (DESIGNED BY OTHERS) COLOR CODE ALPHA - RED BETA = 8LUE GAMMA ~- GREEN 270~_ .... 250° GAMMA SECTOR 5 (250') CONTRACTOR SHALL SUPPORT STRUCTURE~ ANTENN NOT TO SCALE TI~UE NONT!- 0o 180' 70" x ALPHA x. S~C~OR ~ (70') / BETA SECTOR 2 (14-0') aATIoN TO ALIGN SHOWN N DIAGRAM ION D ANTENNA ~ittOll It[VISION PTRC REP ..... ypF SECTOR ANTENNA T ~ MECH EL. DOWNTtLT AZ' TTLNA's ALPHA 1 BSA 185025/12-2 'i 245 '.- 0° 70' NO BETA 2 I BSA 185065/12-2 2~5i O' GAMMA 3; BSA I85065/12-2 245'i 0o CONTRACTORt SHALL USE SURVEY INFORMATION TO ALIGN ORIENTATION OF ANTENNA SUPPORT STRUCTURE(S/ WITH GEARINGS SHOWN ~N DIAGRAM ABOVE 48 HOURS THE LAW! 00-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, NC. -PROJECT 777 YAMATO ROAR, SUITE 600 FL. 55431 BOCA EATON, ' (561) 995~5500 , , INFORMATION:} CROWN WES MIDWAY SiTE No 69032 16434 OKEECHOBEE ROAD FORT PIERCE, FL 34945 , , =CURRENT ISSUE DATE: "" , MAY 2003 =iSSUED FOR' CONSTRUCTION DRAWINGS =REV.:ZDATE-' ' ,DESCRIPTION: - SEAL: =PLANS PREPARED BY: ' " Kimley-Horn and Associates, Inc. · 200,t KIMLEY-HORN AND ASSOCIATES, IN(E?, WEST PALM BEACH,:FIORIDA S3407 FBPE EEO000696 :PROJECT DATA: SITE NAME: CROWN WEST MIDWAY (800642) SITE ADDRESS: I645,~ OKEECHoBEE ROAD, FT, PIERCE, FL OWNER/PROP, MGR.- BLDG. DEPT. / ZONING: BUILDING CODE: CROWN CAS%E INTERNATIONAL ST. LUCIE COUNTY _ 2001 FLORIDA BUILDING CODE FLOOD ZONE: "X" PER FIRM No 12111C0165F DMED 8/19/91 · ----DRAWN BY:--'--CHK. APV.- ' ' RS ORT, I RCM -LICENsURE: ,, II DAVD STEWART CHARLES QEER MARK FAIRCHILD RUSSELL MORRISON DAVID R. BARDT ANOELINA SAIRcHILD --SHEET TITLE:, PE 31180 PE 51435 PE 51597 PE 51567 PE 33614 PE 43958 SITE PLAN The pure. ose of this adjustment is to collocate an antenna on an existing tower with an equipment pad. =SHEET NUMBER: ' r ' ] .... 3 OF 5 - KHA Job #' 044047364 0 o Ld o EL 0 © LL 135 © iD Z Z iE L~ © Q) b MTS WIRELESS COMPONENTS WB-KG212-15B I GRA-TED WAvEGU1BE BRIDGE KIT OR APPROVED ! EQUIVALENT. i 3/8'¢ THD'~ROD-7 SCH 40 ,!PE ...... ,~ !~ VARIES i J / RADIO ~1 1 I / EOUIPMENT ~ L _~ (BY OTHERS)~ I 5/8" COAXIAL--I~ L.._' ~ ~_~ ~']]-"~"~*~-~i'i-- ~-'--'--i '- ,--Z'---j CASL~S '~ 11 I / .... SEE DETAIL A '%% _J LJJ : STD PIPE E ~ U I P M & G R 0 U N D C A B LES U P P 0 R TS ' N.T,S. NOTE: ANTENNA AND CABLE INSTALLATIOIN ON EXISTING TOWER BASED ON STRUCTURAL ANALYSIS BY OTHERS i//'~ /"'---EXIST. 245' SELF Iii / I / SUPPORT TOWER / (DESING BY OTHERS) I PROPOSED CABLE LADDER /// / GROUND KIT (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED SINGLE OR DOUBLE POST WAVEGUIDE BRIDGE SUPPORTS. SEE DETAILS THIS SHT. CONTRACTOR TO COORDINATE TYPE AND LOCATION OF POSTS WITH VERIZON WIRELESS CPM. 5 1/2" STD PIPE o/8 DIA. X 5 1/? !. D, U-BOLT 24" 12-GAUGE GRiP STRUT SINGLE-POST , WAVEGUiDE BRIDGE NOTE: ALL MATERALo FURNISHED CONTRACTOR UNLESS OTHERWISE NOTED. GRAD E W1TH5 I/2"cApSTD. PIPE MOUNTING P~TE L2x2x~5/8 STRUT FULL THIREADED ROD CABLE SUPPORTS 5'-0" SEPARATION MAX. 2 1/2" STD. PIPE W? CAP (TYP) MTS WIRELESS COMPONENTS WB-KG212-15B (ORATED WAVEGUIDE BRIDOE KIT OR APPROVED EQUIVRLENT. FULL THRIEADED ROD ALTERNATIVE DESIGN WiTH 2 PiPE COLUMNS DOUBLE-PO, ST WA',/EG U i D E BR ! D G E NTB NOTE' AL[_ MATER'fALS FURNISHED BY GALVANI;ZED ANGLE CABLE SUPPORTS 3'-0" S;EPARATION MAX. CONTRACTOR UN!ESS OTHERWISE NOTED. FU TU R E (2) 22"xSO"x60" GROWTH RADIO CABINET GONG. PAD PROPOSED 30" 30" x xGO" PRIMARY RADIO CABIN;~T PROPOSED 50"~ x6 x~O'' POWER CABINET PROPOSED 28"x28"x39" EMERGENCY GL ERATOR/ BATTERY CABINET N 0 T E' VERiZON WIRELESS EQUIPMENT <L_ PROPOSED CABINETS TO BE ATTACHED W6x15 TO CONCRETE PAD PER MOUNTING FRAME ~u~c~u~'s EQUIPMENT CABINETS VIEW RECOMMENDATIONS , , N.T.S.' (5) I/2" PVC TO GROUND RING .. ~OR ~QUIPMENT GROUNDING (6} 1/2" PVC TO GROUND RING -----~ / x1 ~ mi/2'' PVC Fc)R ,Lo2 !SAWG-600V RiNG--iOR EQUIPMENT ~/~ / ~ II II I I il ~ ]~ ~ SUPPLY / / / ~ 2" PVC TO ELECTRIC PT. OF SERVCE I1 II 11 I! U: U , ,, l U m m m ~-j~>%_~-- k_& Ii ~ ~ MANUAL TRANSFER ~-~ ..... ~ ~m- -~ w , , ~ / S WI l C H ~- ~ ~-4 .... ~-- ~ ~ ~ / ~ 11 / (OWNER PROWDE~) J fl ' ~--_. ~'~ ----' ------ 1 ' ~?& t -- ~ s/2 PVC TO 6ROUND --'~- tl ~---~ RING FOR BOx GROUND ............ U~~~ i ~ 32"x26" TELCO BOX 1 1/2" PVC TO GROUND RiNG FOR EQUIPMENT OROUNDINO I" PVC FOR C.P,S. ANTENNA MOUNT ON POWER SUPPORT POLE. (SEE SERVICE RACK DETAIL SHT. E-1 FOR GPS GLOBE MOUNTING) (MOUNT GPS ANTENNA Obi ~' SECTION OF ~, ~/4" ~tClD) 777 YAMATO ROAD, SUITE 600 BOCA RATON, FL 55451 (561) 995-5500 ROJECT INFORMATION';: .... i GENERAL SITE NOTES: t~ - SEE SURVEY FOR LEGAL DESCRIPTION~ EXISTING GRADES AND OTHER SITE INFoRMATiON~ 2. - ANTENNAS, RADIO CABINET, POWER CABINET, TELEPHONE CABINET AND COAXIALbABLEr' SHALL BE PROVIDED BY OWNER. CONTRACTOR SHALL COORDINATE SCHEDULING OF DELIVERY TO AVOID DELAYS. 3. - CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION, 4. - CONTRACTOR SHALL COORDINATE WITH LOCAL POWER & TELEPHONE UTILITIES COMPANY TO CONFIRM POINT OF SERVICE PRIOR TO INSTALLATION OF CONDUITS. 5. - EXISTING VEGETATION, DEBRIS, ORGANIC & DELETERIOUS MATERIALS SHALL BE REMOVED FROM BELOW THE CONCRETE PAD / FOOTINGS. SOIL WiTHiN A MINIMUM OF 2 FEET BELOW THE BOTTOM OF THE CONCRETE PAD / FOOTINGS SHALL BE COMPACTED TO 98% OF THE MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY (ASTM Dt557), 6. - FOR EQUIPMENT PAD GROUNDING SEE NOTE 6 OF LIGHTNING PROTECTION SYSTEM (LPS) NOTES ON E,_EuTRIcAL SHEETS. (2) I U INTO DOGHOUSE FOR TELUt. GE,N ER AL CON D U IT LOCATI ON S SCALE: N.T.S, NOTE: FOR DIMENSIONS ANDC~ONS1RUCTION~ O,C '-'cONDUITS' REFER TO AT&T RADIO SYSTEM PCS CABINET FOUNDATION PAD DWG ED-SRi15-01 NOTE: ALL ABOVE GRADE CONDUIT TO BE SCH ¥0 GALVANIZED PIPE. ATTACHED TO SLAB WITH UNISTRUT PIPE/CONDUIT CLAMP, PART #P558-05 NOTE: ALL BELOW GRADE CONDUITS TO BE SCH. 40 PVC CROWN WEST MIDWAY SITE No 69032 164-34 OKEECHOBEE ROAD FORT PIERCE, FL 34945 URRENT ISSUE DATE:: ' MAY 200,5 ED FOR' , ,, " , , CONSTRUCTION DRAWI~-S EV.:-DATE:':" - :-' ~CRFP--'~I~]--'"--' SEAL: PREPARED BY: ;: ' '  Kimley. Horn and Associates, Inc. 4451 EMBARCADERO WEST PALH BEACH, FLOR/PA S3407 F~PE EB0000696 OJECT DATA: rex , ....., SITE N AM E: SITE ADDRESS: OWNER/PROP, MGR,: CROWN WEST MIDWAY (800642) 16454 OKEECHOBEE ROAD, FR PIERCE, FL CROWN CASTLE INTERNATIONAL. ~-7N BLDG, DEP% / ~_0 lNG: ST. LUCIE COUNTY BUILDINO OODE: 2001 FLORDA BUILDINg CODE FLOOD ZONE: "X" PER FI~M No 1211100165F DATED 8/19/91 , RAWN BY:~CHK. : ,APV.: ' ENSURE:- DAVID STEWART CHARLES GEER MARK FAIRCHILD RUSSELL MORRtSON DAVID R~ BARDT ANGEL1NA FAIRCHILD PE 51180 PE 5I 435 PE 51597 PE 5t 567 PE 35614 PE 45958 EET TITLE" .... ,, ' CABLE SUPPORT & CONDUIT DETAILS The pu¢ose O~ this adjustment is to collocate an antenna on an existing rower with an equipment pa& 4 OF 5 044047364 , ~V~INOR REVISION ($) APPROVED KHA Job 1/ .... ' ' , H E 0 z z 0 bd _. w © 2E _ © © _ N © © _ © z bJ 0 o~ o © © z I- _ _ o w w _ B ¢-'-F1NISHED GRADE. iF ASPHALT, PATCH ,r:/ TO MATCH EXISTING MATERIALS 'I'R El. N CH / UNDISTURBED GROUND) PACTED BACKFILL UTILITY WARNING TAPE E' 2" ELECTRIC SERVICE L:t.¢'4DUIT¢'"' i TI' 2" TELCO SERVICE OOND~JiT T2: 2" TELCO SERVICE CONDUIT (SPARE) :NOTE; FOR SERVICE CABLE !NS-T'ALLAq'ION. INSTALL PULL oTRINo iN EACH CONDUIT JO I NT $ E RVI :C E T E N C H FOR BURIED C DUI N.T.S. ELECTRIC AND TELEPHONE SERVICE CONTRACTOR TO VERIFY SEPARATION DIMF.!iS!ON WITH LOCAL UTILITY #4 @ 12" /* 0, u E/W PRO:POSED GRAVEL WITH WEED CLOTH (RESTORE ADJACENT GRADE TO EQUAL OR BETTER COND.) 3/4,? CHAMFER (TYP) UTION B, B N.T.S, Oq 4_, I i -k ~ l- -L i 1- -L - _ 1 .... ~ i ~ J- I k t I I I i I i i i I I i i i I I RADIO EQUiPM NT UPPoRT P N.% S, , 9~ 10. ,GENERAL NOTES: 1. DESIGN: TOTAL DEAD LOAD FROM EQUIPMENT CABINETS SHALL NOT EXCEED 6,330 POUNDS. BUILDING CODE: 2001 FLORIDA BUILDING CODE WIND LOAD DESIGN: ASCE 7-98 BASIC WiND SPEED: 130 MPH (S-SECOND OUST) IMPORTANCE FACTOR: 1.15 BUILDING CATEGORY: IV EXPOSURE CATEGORY: C STRUCTURAL STEEL: MATER IAL: STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 GRADE. STRUCTURAL TUBE COLUMN SHALL CONFORM TO ASTM ASO0, GRADE B. STD PIPE AND TUBING SHALL CONFORM TO ASTM A501 AND SHALL BE SCHEDULE 40 UNLESS OTHERWISE NOTED. CONNECT OHS. DESIGN SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION. WELDING: SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH AWS D1.1, ALL WELDS SIZES SHALL BE THE MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH ETOXX ELECTRODES. BOLTS: A525-X, SIZE AS SHOWN ON DRAWINGS. STRUCTURAL SLAB: CONCRETE: CONCRETE FOR THE SLAB SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. REINFORCING STEEL: REINFORCING STEEL SHALL BE A615 GRADE 60 AND HAVE A MINIMUM CLEAR COVER OF 5" ON THE BOTTOM OF THE SLAB. HOT DIP GALVANIZE ALL STRUCTURAL STEEL COMPONENTS IN ACCORDANCE WITH ASTM AI25 OR A155 AS APPROPRIATE, TOUCH UP ALL FIELD WELDS AND ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT. REPAIR OF ABRADED OR UNCOATED AREAS SHALL CONFORM TO ASTM A780-95A. CONTRACTOR / STEEL FABRICATOR: VERIFY ALL DIMENSIONS AND EXISTING SITE CONDITION BEFORE ANY STEEL FABRICATION. CARE SHALL BE TAKEN BY THE CONTRACTOR TO VERIFY AND LOCATE ANY EXISTING OBSTRUCTIONS THAT MAY INTERFERE WITH THE PLACEMENT OF THE ANTENNAS, IF ANY CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SUBMIT ANY PROPOSED CHANGES TO THE ENGINEER FOR APPROVAL 5. CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS tN ACCORDANCE TO THE AiSC MANUAL OF STEEL CONSTRUCT!ON. 6, ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER~ CONTRACTOR // STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUS!ON, EXISTING VEGETATION, DEBRIS, ORGANIC AN:D DELETERIOUS MATERIALS SHALL BE :REMOVED FROM BELOW THE CONCRETE PADS/FOOTINGS. SOIL WITHIN A MINIMUM OF 2 FEET BELOW THE BOTTOM OF THE CONCRETE PADS/FOOTINGS SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY (ASTM D1557), ADEQUATE DRAINAGE SHALL BE PROVDED SUCH THAT NO STANDING WATER IS ALLOWED ON THE SLAB AND wA OUT BE TED. CONTRACTOR SHALL RESTORE A:LL DISTURBED AREAS TO EQUAL OR BETTER CONDITION, PROPOSED GRAVEL WITH WEED CLOTH (RESTORE ADJACENT GRADE TO EQUAL OR BETTER COND.) cE STRUCTURAL SLAB NOTES ON THIS SHT. SECTION C C N.T.S. C / / / / #4. @ 12" O/C E/W C TURE PME SUP T P m. TOP OF TOWER EL. 2¥5'~ AGL PROPOSED VERIZON WIRELESS ANTENNAS EL. 245'~ AgL EXIST. AT&T ANTENNAS EL. 205'i AGL 777 YAMATO ROAD, SUITE 600 BOCA RATON, FL 35431 (561) 995-5500 JECT INFORMATION" CROWN WEST MIDWAY SITE No 69032 16454 OKEECHOBEE ROAD FORT PIERCE, FL 34945 URRENT ISSUE DATE MAY 2005 UED FOR:'" : EV.:ZDATE:- :DEscRIpTION:' SEAL: -' , , ' , ', , ' ,' EX!S% NEXTEL ANTS. !28'± AgL EX!iSTtNG 245' SELF- SUP P OR T PROPOSED VERiZON WIRELESS RADIO EQUIP;MIEN T (BY OT'HERS) EXISTINg GRADE (EL. 71 7'+ NAVD '88) (PER SURVEY) UOT!E: 1. ALL EXISTING AND PROPOSED ATTACHMENTS TO TOWIER BASED ON STRUCTURAL ANALYSIS BY OTHERS. ~WN ENT FOR OTHER CARRIERS NOT RITY. JS PREPARED BY: ,' Kimley-Horn and Associates, !nc.  2 00,5 KIMLEY-HORN AND A. SOC!ATEo, /NC'. 44~1 EblBARu,'~:,DERO DR. WEST PALM BEACH, FLOR/DA (::~) FBPE EB0000696 ECT DATA: ..... SITE NAME: SITE ADDRESS: OWNER/PROP, MGR.: BLDG. DEPT. / ZONING: BUILDING CODE: FLOOD ZONE: CROWN WEST MIDWAY (800642} 16454 OKEECHOBEE ROAD, ET, PIERCE, FL CROWN CASTLE INTERNATIONAL ST, LUClE COUNTY 2001 FLORIDA BUILDING COD: "X" PER FIRM No 1211~C0165F DATED 8/19/91 RAWN BY:----CH K.:., APV.' ENSURE:' DAVID STEWART CHARLES GEER MARK FAIRCHILD RUSSELL MORRtSON DAVID R~ BARDT ANGELINA FAIRCHILD PE 31180 PE 3l 455 PE 51597 PE 5t 567 PF 3361 ~ PF 43958 EET TITLE' N.T,S. TOWER ELEVATION & DETAILS The purpose of this adjustment is to collocate an antenna on an existing tower with an equipment pad. SITE PLAN ~iNOR REVISION ($) APPROVED 5 OF 5 -KHA Job #'~ --m O44O47364 0 0 C",l 0 ~q~ tO 0 0 0 E Q_ E ._ LL Z LO © EL rD LO Z -- © 2D -- <( ix LO ZE LO EL Cf) 25- -- © LO © (/3 -- ELECTRICAL NOTES 1. GENERAL A. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR FOR A COMPL',:YE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN ~.~UT OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED. B. THE CONTRACTOR SHALL COORD. W/VER/ZON WIRELESS FOR PERMITS & IN3PECTtONS VERIZON WIRELESS SHALL OBTAIN ALL PERMITS, SCHEDULE INSPECTIONS, & APPROVALS. C. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND THE LOCAL BUILDING CODES, ALL COMPONENTS SHALL BE U.L. APPROVED. D. THE CONTRACTOR SHALL BEFORE SUBMITTING HIS BiD, VISIT THE SITE OF' THE PROJECT AND BECOME FAMILIAR W/TH THE OONiDIT!ONS~ NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM E. EXACT LOCATION OF ALL EQUIPMENT SHALl_ BE COORDINATED WITH VERIZON WIRELESS, THE BUILDINg OWNER AND OTHER TRADES. F. WHERE EQUIPMENT /S SPECIFIED BY MANUFACTL!RER AND TYPE, SUBSTITUTI)N SHALL ONLY BE MADE WiTH THE APPROVAL OF THE ENGINEER. ThlE CONTR.qOTOR SHALL SUBMIT DETAILS OF PROPOSED MATERIALS, REASON FOR CHANGE AiID CHANGE IN CONTRACT AMOUNT. 2. SCOPE OF WORK A. THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRINg AND EQUIPMENT UNLESS OTHERWISE INDICATED. MAIN COMPONENTS ARE AS FOLLOWS: 1. PROVIDE ELECTRICAL SERVICE AS INDICATED ON THE DRAWlNQS. 2. PROVIDE SERVICE EOU1PMENT MOUNTED AS INDICATED ON DRAWINGS. 5. PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AS INDICATED ON DRAW',NOS. 4. COORDINATE ELECTRICAL SERVICE WITH POWER CO., CONTACT REP PRIOR TO CONSTRUCTION. 5. COORDINATE TELEPHONE SERVICE WITH TEMCO CONTACT REP PRIOR TO CONSTRUCTION. 6. iNSTALL WIRE AND CONDUIT AS INDICATED. 7. PROVIDE GROUNDING AND BPS AS INDICATED ON DRAWINGS. 8. RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INSTALLATION OF CONDUIT. OUT AND PATCH CONCRETE AND/OR ASPHAUF AS REQUIRED, 9. CONTRACTOR SHALL CLEARLY LABEl_ DISCONNECTS, METERS BREAKERS, TELEPHONE TERMINAL BOX AND OTHER RELATED gEAR. 5. CONDUIT A. CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE A MINIMUM THE CONTRACTOR MAY INCREASE AS REQUIRED FOR EASE OF PULLINg, B. CONDUIT TYPES AS FOLLOWS: 1. ALL ABOVE GRADE CONDUIT SHALL BE RIgiD gALVANIZED STEEL_.. 2. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVO. 5. CONCEALED CONDUIT /N WALLS OR ABOVE CEILING MAY BE EMT. C. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL, CONDUITS SHALL HAVE BURRS REMOVED SHALL HAVE LOCK' NUTS INSIDE BUSHINGS 11 HALL D. FLEX CONDUIT SHALL BE LIQUID TIGHT FLEXIBLE! METALLIC CONDUIT. CONDUCTORS A. CONDUCTORS SHALL BE COPPER STRANDED TYPE THWN OR XHHW WITH 75 DEGREE C RISE INSULATION OR AS INDICATED ON DRAWINGS. gROUNDINg A. PROVIDE gROUND SYSTEM AS INDICATED ON THE DRAWlNOS AND AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFAOTURER~ B. ALL RACEWAYS REQUIRE GROUNDING CONDUCTORS. BONDING CONDUCTORS THROUGH THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM MAIN SWITCH GROUND BUSES TO PANEL GROUND BARS, AND FROM PANEL GROUNDING BARS TO BRANCH CIRCUIT OUTLETS, MOTORS, LIGHTS, ETC. THESE GROUND CONDUCTORS ARE REQUIRED THROUGHOUT THE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND CONDUCTORS ON THE DRAWINGS. '~W 240V, 50A, 1¢, o PORTABLE SEN. RECEPTACLE.' ........... COORDINATE LOCATION WITH VER1ZON WIRELESS & OWNER. / i ELE C TR I C A L R1S E R D i A O R A M NTS LIGHTNING PROTECTION SYSTEM (LPS) NOTES: PROVIDE "CABLE ENTRANCE GROUND BAR" (CECB), 3"H X 6"L X 1/4"D. MOUNT AT +2'-0" AT TEMCO BOARD. (OPTIONAL, ONLY WHEN REQUIRED BY VERIZON WIRELESS) PROVIDE A UPS RINg BURIED A MINIMUM OF 18" BELOW gRADE. THE EPS OTHERWISE RING SHALL BE INSTALLED 2'-0" AWAY FROM FOUNDATION (MINIMUM UNLESS SHOWN ON DRAWING). BOND FENCE POST TOi LBS RINg USINg AN EXOTHERMIC WELD. BOND FENCE gATE TO POST WITH A FLEXIIBLE COPPER JUMPER STRAP MECHANICALLY OR EXOTHERMIOALLY. TYPICAL FOR ALL FENCE PLANES WITHIN 12 FEET OF TOWER FOUNDATION. FOR FENCE PLANES BEYOND 12', IEXTEND 1#2 TO EACH FENCE PLANE TO ANY PLANES WITHIN 50'. BOND DISCONNECT sWrITOH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO BURIED LPS RiNG AS 'THEY CROSS. EACH LEg OF THE WA\VEgUIDE STRUCTURE SHALL. BE iNDIVIDUALLY BONDED TO THE BURIED BPS RING. EXOTHERMIOALLY WELD CONNECTIONS AT POST FOR WAVEgUIDE LPG RING. PL. sE 5/8"X1 OOPPEROLAD BPS ROD AT 10' STRUCTURE AND BURIED · c A~ O' INTERVALS ALONG WAVEOUIDE PATH. 6. BOND REBAR /N CONCIRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO BURIED LPS RINg, EXOTHERMICALLY WELD A #2 TINNED SOLID COPPER CONDUCTOR TO THE REBAR AND C(ONNECT TO THE BURIED LPS RING. 7. PROVIDE INSPECTION SLEEVE AT ALL BURIED LPS RING EXOTHERMIC CONNECTIONS. 8. PROVIDE BONDING CO~qDUOTOR(S) FROM THE BURIED LPS RiNG TO THE ANTENNA CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. VERIFY EXACT LOCATIOIN OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. FINAL EXOTHERMiC WELLDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. 9. EXOTHERMiOALLY WELD~ BONDINg CONDUCTOR TO COMMUNICATION STRUCTURE LEG AT 1'-0" ABOVE PAD ,AND BOND TO BURIED BPS RINg. PROVIDE A 3/4" PVO SLEEVE W/TH A gRADU!AL BEND IN THE CONCRETE FOUNDATION. I0. 5/8'X10'-0" LONg COPPER CLAD LPS ROD. 10' SPACINg BETWEEN RODS (NON- LINEAR), TYPICAL FOR ALL LPS RODS SHOWN. USE STAINLESS STEEL HARDWARE WHERE APPLICABLE. !1, ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF BPS. THE RESULTS SHALL NOT BE GREATER THAN 5 OHMS. 12. ALL CONNECTIONS TO BPS SYSTEM SHALL BE MADE IN LiNE WITH BENDS NOMINAL t2" RADIUS iN TIdE DliRECTION OF CURRENT FLOW~ T-CONNECTIONS WILL NOT BE ALLOWED. 15. ALL BENDS IN LPS WIFRES SHALL BE NOMINAL t2" RADIUS, 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' SHALL BE BONDED TOtWARDS MIDDLE OF LENGTH, COORDINATE LOCATION WITH VER1ZON WlRELESS'S PROJECT MANAGER, 15. WHEN APPLICABLE, COtNTRAOTOR SHALL BOND FRAMES TO EACH OTHER AND TO LPS RING Via TWO PATHS. COORDINATE WiTH VERIZON WiRELESS'S PROJECT MANAGER. 16. CONTRACTOR CAN PRO)ViDE ONE OF THE FOLLOWING AS DIRECTED BY VERIZON WIRELESS' PROJECT M,~ANAgER: THE SECOND OPTION IS PREFERRED. TO EXIST MULTI-RACK I t X × X 1 X ~ BOND TO EXIST TOWER GROUND RING BOND TO A, CADWELD EACH CABINET BPS WIRE TO BPS RING AS SHOWN IN EQUIPMENT LPS DETAIL. B~ CADWELD EACH WIRE TO A 1/zF'X4"X12''MIN. COPPER BUS BAR LOCATED BEHIND RADIO CCABINET, EXTEND A #2 WiRE FROM EACH END OF COPPER BUS BAR TO LP~S RING. PROVIDED BRAIDED BO)NDING JUMPERS ~ETWEEN EACH gATE AND POST. BOND gROUND TO NEW*~ SLAB FOR FUTURE EQUIP. I ~ t \ C 0 N D U I T I N S TA ILLATi 0 N N 0 TES: ALL CONDUIT RUNS A~D EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY CONTRACTOR TO FIELD COORDINATE WITH VERIZON WIRELESS BEFORE iNS'TALLATION. CONTRACTOR SHALL PFROVIDE TRAFFIC RATED, BROOKS SERIES 66, PULL BOXES WHERE REQUIRt'ED. BOND TO E~ WHERE U.g. CONDUIT tROUTE IS UNDER SLAB CUT AND PATCH ASPHALT/CONCRETE ASS REQUIRED, MATCH EXIST. WHERE NOTED ON DR,~WiNgS CONTRACTOR SHALL BOND GROUND RING TO PROPOSED TOWER GROUND RING AND FENCE/GATE GROUNDING, CADWELD CONNECTIONS WITH IN%PECTION SLEEVE. MANUAL TRANSFE[R SWITCH; 2P-IOOA, NEMA 5R, 240V, SOD CLASS 5i40 I#6,2'C , ...... CONV. OUTLET BlEW METER PER LLOAD CENTER "PCS", U.L. LISTED FILE E182583. l OOA, ~LO, 240V, NEMA 5R, 22KAIC RATED, SUPPLIED BY COTHERS; INSTALLED BY CONTRACTOR. CONTRACTOR SHALL r'NOT FEED PANEL THROUGH TOP, MAINS: 2P-iOOA C.B. ]TO POWER CABINET, 1P-20A C,B. FOR CONV? OUTLET, POWER CO. REOUIREMENTS ~, , IA - PRIMARY ~-') 3#5 1#6,2'% J I ~ H POWER ~-2P-IOOA BREAKER ROD, TYPICAL. MINIMUM OF 6' APAR'L TO DOGHOUSE, SEE TELEPHONE RISER NORTH USE EXIST CONDUIT PULL TELEPH( P( TELE NTS LOADCEMER TELCO EN~L, '~'--PROPOSED EMERC:ENCY GEN. (BY OTHERS) POWER & TEMCO CONDUITS PER RISER DIAGRAMS X X X X PROPOSED PRIMARY POWER CAB PROPOSED PRIMARY RADIO CAB. (BY OTHERS) FUTURE gROWTH CABS. (12) OR BAKERY BACK-UP lOFT OF #2 TINNED COPPER COILED FOR FUTURE CONNECTION, TYP, ELE C TRIC AL SI TE P LA N N.T,S, 32 .... 6 ....... : W X Z Id X tx D TELEPHONE TERMINAL BOX PRIMARY RADIO CABINET DOGHOUSE ~ TELEPH( LOAD C ~A u BLES, 1 CLEARLY ~B ENDS, STUB ~"C TO ELEcTRI IAOR x OATE: SITE SPTRC REP, LIGHTNING PROTECTION SYSTEM SHOWN IS TYPICAL, CHANGES IN t)ES~GN SHALL BE MADE ]}Y ]}TS ENGINEER FOR ATYPICAL SITES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SEEK AN ACCURATE LAYOUT FOR ATYPICAL SITES PRIOR TE ]}IDDING, TO 240V LOAD CALC,'ULATION , LOAD VA ANTENNA EQUIPMENT POWER SUPPLY CONVENIENCE OUTLET 9500 180 TOTAL 9680 VOLTAGE PROVIDED: 120./240V, 1 PHASE, 3 WlRF AMPS PROVIDED: 100 AMPS , C&W engineering ELEcTRIcAL CONsuLTANTS 2526 S. CONGRESS AVE., SUITE 1F WEST PALM BEACH, FL. 53406 (561) 642 5555, fax (561) 966 2?95 EMAIL: CWENG@BELLsoUTH.NET REGIsTRATIoN NUMBERS 777 YAMATO ROAD, SUITE 600 BOCA RATON, FL 534-51 (561) 995-5500 :PROJECT INFORMATION- .... CROWN WEST MIDWAY SITE No 69052 164-54- OKEEOHOBEE ROAD FORT PIERCE, FL 5494-5 --CURRENT iSSUE DATE: MAY 2003 --ISSUED FOR' CONSTRUCTION DRAWINGS --REV.:--DATE:, 'DESCRIPTION' I --PLANS PREPARED BY: Kimley-Horn and Associates, Inc. (~C~) AND A.S'SC)CtAT~$, INC,, 2003 KIM£EY-HORN WE.ST PALM BEACH, FLOR/DA ZZ407 FBPE ----PROJECT DATA: .... SITE NAME: CROWN WEST MIDWAY (800642) SITE ADDRESS: 16454 OKEECHOBEE ROAD, FT. PIERCE, FL OWNER/PROP, MGR.; CROWN CASTLE INTERNATIONAL BLDG. DEPT. / ZONING: ST. LUO!E COUNTY BUILDING CODE~ 200I FLORIDA BU1LDIN6 CODE FLOOD ZONE: 'X' PER FIRM No 1211100165F DATED 8/19/91 in ' :DRAWN BY:~CHK,' ' APV.:':' ,,' :LICENsURE: ' ,, , PE 31180 PE 31435 PE 51597 PE 5t 567 PE 33614 PE 4-3958 DAVID STEWART CHARLES OEER MARK FAIRCHILD RUSSELL MORR1SON DAVID R. BARDT ANOELINA FAIRCHILD :SHEET TITLE: , ' " ELECTRICAL SITE PLAN The purpose of this ad. ustment is to collocate an antenna on an existing tower with an equipment pad. C & W ENGINEERING EB0006245 DALE G WALKER, ELEcTRIcAL PE 36914 CHARLES DERI, ELEcTRIcAL PE 17774 I OF 2 --KHA Job i//: ' ' ........ 044047364 2003 0 0 E -- O -- © © _ 5-- [I3 © p ¢ © z © z © c) lab © _ WAVE GUIDE POST FULL THREADED ROD CABLE SUPPORT WAVE GUIDE MOUNTED GROUND BAR PLATE. SUSPEND BELOW LOWEST ROW OF ANTENNA CABLES. LOCATE WITHIN ~ -0 OF CLOSEST iCE BRIDGING POST TO ANTENNA CABLE COVER ASSEMBLY. FINISHED GRADE EXOTHERMtC WELD ANTENNA CABLE (ACTUAL NUMBER AS REQUIRED) GROUNDING CABLE (TYr~. LA.CH ANTENNA ~ABLE) #2 AWG BARE TINNED SOLID COPPER PIGTAIL. ROUTE PIGTAIL SUCH AS TO AVOID 90~ BENDS BETWEEN GROUND BAR PI.ATE AND WAVE GUIDE POST. WAVE GUIDE POST BONDINt3--~ CONDUCTOR TO EQUIPMENT PAD GROUND RiNG ELEVATION DRILL WAVE GUIDE GRATING tF REQUIRED .......... ,, TO ALLOW INSTAL~TION OF STAINLESS '\ STEEL THREADED ROD \~ WAVE GUIDE GRATING ........,. 1/4" STAINLESS STEEL THREADED ROD (TYPICAL EACH END OF GROUND BAR PLATE) FENDER WASHER (TYPICAL) TOWARO EQUPMENT PAD ANTENNA CABLE GROUN[ CABLE WAVE GUIDE MOUNTED COPPER GROUND GROUND BAR PLATE NUT AND LOOK WASHER COMBINATION (TYPiCAl_) SECTION A-A NOTE: SEE SHEET C-5 FOR CONoTRUCN..,N~' ") SPECIFICATIONS FOR WAVEGUIDE SUPPORT WA VE G U iD E M 0 U N TED GROUND N~ B A R P LA TEI N S TALL ATt 0 N GRADE REMOVABLE OOVER LONG PVC CPS GLOBE OWNER PROVIDED INSTALLED BY CONTRACTOR ~' ~r//'~'''~' CADwELD TO ROD /.- ....... 1 "W X 5"D SLOT FOR WIRE CRUSHED ROCK~-~ #2 AWG BARE TINNE~D SOLID CO~PPER WIRE INSPEcTiON bLEEvE DETAIL NTS 5/8"X t0' COPPERCLAD ~ b ,:>TEE, ROD 1-!/4" RCS CONDUIT SECURELY MOUNT TO PIPE STAND CONCRETE MAX DIST. BETWEEN VERTICAL MEMBERS SHALL BE 48" TYPICAL. TELEPHONE TERMINAL CAB. SUPPLIED BY OWNER INSTALLED BY CONTRACTOR ELECTRIC ;/2" GALV. PIPE LOAD UTS CAP & SS CENTER W/ GEN HARDWARE RECEPT. GALV. UNiSTRUT W/ SS HARDWARE FINAL GRADE TO EXIST. LiGHTNiNG RiNG BITUMASTIC COATING, TYPICAL PRIMARY RADIO FUTURE FUTURE GROWTH GROWTH RADIO RADIO 5/8" X 10' COPPER CLaD ROD CABINET CABINET CABINET CABINET 1 2 .... DETAIL --://2 TINNED, SOLID, OOPPER WIRE 1#4,1/2"C ELECTRICAL SERVICE RACK PROPOSED BATTERY PRIMARY OR GENSET POWER BACKUP CABINET /- ....WAVEGUIDE TOWER PRIMARY ~/ PIPE ASSEMBLY :{~- ~::ii} ROUND RING / / . ~ . ~-~ TOWER EXOTHERMiC WELD W/RE TO BOND TO STEEL FRAMES TYP, OF 2 AC POWER NTS \ I BOND TO--7 STEEL FRAMES OF ADJACENT SLAB / / I - TO EXISTING TOWER GROUNDING, TYP1C~,L __~ ALL ANTENNA CABINETS ARE U.L LISTED i950 INFORMATION TECHNOLOGY EQUIPMENT. ACCESSORY #9784. --'-'~-"~L...~_~. LIGHTNING RING b/ ×'i COPPER-CLAD ROD. PLACE EVERY 10' ALONG WAVECUIDE PATH. WAVEGUiDE CABLE SUPPORT LPS DETAIL NTS DOGHOUSE CABINET GROUND BUS INSIDE DOGHOUSE BOND DIRECTLY TO GROUND RiNG THROUGH I/2" CONDUITS. BOND TO STEEL FRAMES TYP. OF 2 BOND TO FENCE BURIED LIGHTNING RiNG #2 BARE, TINNED, SOLID COPPER WIRE BURIED 18" M1N. BELOW FINAL GRADE AND 2¢" BEYOND PERIMETER OF SLAB, ALL BURIED CONNECTIONS SHALL BE AN EXOTHERMIC WELD AND INSPECTION SLEEVE. ...... CO!L UP AND .... ~ TIE, FUTURE ",,,_ .... 5/8"Xl0' COPPER-CLAD ROD. TOTAL OF 6 GROUND WIRES FROM RING: 4 TO ATTACH TO GROUND BUS (qTY. OF 2)INSIDE DOGHOUSE; 2 WIRES TO PRIMARY RADIO CABINET. #2 SOLID TINNED COPPER WIRE, 50' MAX, CONNECT TO BURIED LIGHTING RING. PROVIDE SLEEVES THROUGH SLAB FOR WIRES. EQUIPMENT LPS DETAIL ROD SHALL BE PLACE 10' INTERVALS ALONG LIGHTNING RING, CONTRACTOR SHALL PROVIDE PVC SLEEVES FOR POWER AND TELEPHONE CONDUITS THROUGH SLAB. NTS Sli'E CAW engineering ELEcTRIcAL CONsuLTANTS 2526 S. CONGRESS AVE,, SUITE 1F WEST PALM BEACH, FL. 35406 (56i) 642-5553, fax (56i) 966-2295 EMAIL: CWENG@BELLsoUTH.NET c ~ w ~l,~,N~ooo~I DALE G. WALKER, ELEcTRIcAL PE 369i14 ! t I CHARLES DERI, ELECTRICAL PE 177~4 i I 777 YAMATO ROAD, SUITE 600 BOCA RATON, FL 5.3431 (561) 995-5500 -PROJECT INFORMATION' CROWN WEST MIDWAY SiTE No 69052 164-34 OKEECHOBEE ROAD FORT PIERCE, FL 54-945 =CURRENT ISSUE DATE: .... MAY 2005 -ISSUED FOR: ,' CONSTRUCTION DRAWINGS -REV.:ZDATE: DESCRIPTION - SEAL: ..... =PLANS PREPARED BY:  Kimley-Horn and Associates, Inc. 2005 KIMLEY-.t!ORN AND ASSOCIATES, /NC, FBPE LBO000696 =PROJECT DATA: SITE NAME: SITE ADDRESS: OWNER/PROP, MGR.: BLDG. DEPT. / ZONING: BUILDING CODE: FLOOD ZONE: CROWN WEST MIDWAY (800642) 16454 OKEECHOBEE ROAD, FT. PIERCE, FL CROWN CASTLE INTERNATIONAL ST. LUOiE COUNTY 200t FLORIDA BUILDING CODE "X" PER FIRM No 1211100165F DATED 8/19/91 -DRAWN BY:--CHK.' "' , APV. GH I JLR -LICENsURE' " DOW DAVID STEWART CHARLES GEER MARK FAIRCHILD RUSSELL MORRISON DAVID R~ BARDT ANGELtNA FAIRCHILD PE 5t180 PE 51455 PE 5! 597 PE 5I 567 PE 55614 PE 4,3958 =S H E ET TITLE. ELECTRICAL GROUNDING DETAILS -SHEET NUMBER' , 2 OF 2 The pu¢ose of this adjustment is to collocate an antenna on an existing :tower with an equipment pad. 044047364 2003