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HomeMy WebLinkAbout2013-256 Site # A2P0003A Market: Miami First Amendment Elevated Water Tank Space License Agreement a ° 13 "46 This First AMENDMENT TO Elevated Water Tank Space License Agreement ( "Amendment" ) is made and entered into by and between Indian River County , a Political subdivision of the State of Florida ( " Licensor" ), and T-Mobile South LLC , a Delaware limited liability company , as successor in interest to Omnipoint Holdings, Inc . ( "Licensee " ) . Recitals The parties hereto recite, declare and agree as follows : A . Licensor and Licensee (or as applicable, their respective predecessors in interest) entered into a Elevated Water Tank Space License Agreement dated March 23 , 2004 (including any prior amendments , the " Agreement" ), with respect to Premises located at 4690 28th Court (north of 49th Street) in Indian River County . B . Licensor and Licensee desire to enter into this Amendment in order to modify and amend certain provisions of the Agreement . NOW, THEREFORE, in consideration of the mutual covenants and agreements herein contained and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged , Licensor and Licensee covenant and agree as follows : 1 . Thirty (30) days after the date this Amendment is fully executed by the parties (a) Licensee will have the right to modify the Licensee Facilities as described and depicted on Exhibit A , which is attached hereto and by this reference incorporated herein, and Licensor hereby consents to and approves of the modifications described and depicted on Exhibit A in all respects , and (b) the license fee that Licensee pays Licensor will be increased by Three hundred fifty Dollars ($350 . 00) per month . 2 . The parties' notice addresses in the Agreement are deleted in their entirety and replaced with the following : If to Licensee : T-Mobile South LLC Attn : Lease Compliance/A21?0003A 12920 SE 38th Street Bellevue , WA 98006 If to Licensor : Indian River County Board of County Commissioners 180127 TH St, Vero Beach, FL 32960 Attention : Terry Southard, Operations Manager Department of Utility Services Phone : (772) 226 -3404 3 . The terms and conditions of the Agreement are incorporated herein by this reference, and capitalized terms used in this Amendment shall have the same meanings such terms are given in the Agreement. Except as specifically set forth herein, this Amendment shall in no way modify , alter or amend the remaining terms of the Agreement, all of which are ratified by the parties and shall remain in 1 Site # A2P0003A Market: Miami full force and effect. To the extent there is any conflict between the terms and conditions of the Agreement and this Amendment, the terms and conditions of this Amendment will govern and control . 4 . Licensor represents and warrants to Licensee that the consent or approval of no third party, including, without limitation , a lender, is required with respect to the execution of this Amendment, or if any such third party consent or approval is required, Licensor has obtained any and all such consents or approvals . IN WITNESS WHEREOF, the parties hereto have executed this Amendment as of the date of execution by the last party to sign. Witnesses : T-Mob' nth L By : to Print name : Harlan Kick oef`e�i ' By ; Its : Director, Engineering and Operations Print Name * Date : By: Print Name * 1 'if, tMir 2 Site # A2110003A Market: Miami STATE OF iCL D R 1 AQ ) COUNTY OF 8RLQ VVQ R b ) On the A7 day of AIOVe.►nhZ4` , 2013, before me, a Notary Public, personally appeared Harlan Kickhoefer as Director, Engineering & Operations of T=MOBILE SOUTH LLC , "Licensee," who executed the foregoing instrument on behalf of said entity. Said personXis personally known to me, or O produced to me satisfactory evidence in the form of to be the individual whose name is subscribed to the within instrument, and acknowledged to me that (he) (she) executed the same in (his) (her) capacity and that by (his) (her) signature(s) on the instrument, is the individual or the person on behalf of which the individual acted, executed the instrument. WITNESS my hand and official seal in the state and county last aforesaid. Affix Seal] Notary Public, State of rL OR./ DA Print name : 6milienrte. e9 ' eare. Notary Public State of Florida Serial number: EE My Co mi O'Rourke M commission expires . �� My Commission EE115919 Y P or We Expires 07/26/2015 ATTEST : Jeffrey R . Smith , Clerk of Court , Licensor: ..09 1004 + •. �y tv0hiMiss and Comptroller io,••• INDIAN RIVER COUNTY BOARD o • ✓F��: OF COUNTY COMMISSIONERS est i * ' ' . • r By. i •.� = By: Deputy Clerk to y•.., OY Peter D . O ' Br an , Chairman ?� .r ,r � 'R0�ER COON 000 ~40"00"'•p Approved by BCC : Derma i '7th , 2013 . Approved : Approved as to form an al sufficiency : iseph . Baird, County Administrator Dylan Reingold, Sr. , County Attorney 3 Site # A2P0003A Market: Miami Exhibit A 4 PD/ WE DOCRPPON A 7312 PNE1A0vw Y FOR R POW G I FFO R D WATER TOWER ' 9/4/72 �ED II 2/1 13 REMED 3 R REVISED RUED 4 1 1 REYBED m4690 28th COURT1* 1e VERO BEACH , FL 32967 PRO= NO.; 12D-547.D2 ob DPARN IR C ECNEO Dtt E NE~ Y. ABBEY A2P0003A � A� �µ° B s t ' c k together " M BOLL PRDEN DP 1 DNN[A. B R PRODUCED 3R USE FOR IRE BY THE RnTEN IEPROOIIC710N DR DUE CP Tp DMXNNIO AN M N7oRNVIDN OONEANED N IT FORIAMO WINOIR ONE tP, I7A14890N OF M OIN1Fil LTE OVERLAY LOCAL MAP SCOPE OF WORK DESIGN CRITERIA INDEX OF DRAWINGS Telecom 5"IL� WSTALIATN]N OF NEW UNRNNNED T-MOBILE TELECOMMUNIGTN)NS DESIGN WINO SPEED: 180 MPH (ULTIMATE, 3-SECOND GUST) �• DESCRIPTION REV' '•" wn[ •a[n 1 Y\ t EORK OUIPMENf Wfl}IIN EXISTING FENCED COMPOUND AND NEW 124 MPH (NOMINAL, 3-SECOND GUST) N0. N0. wwwr, n xn ANTENNAS ON EXISTING TOWER, CONNEC IONS TO EXISTING EXPOSURE: CTI TITLE ¢Bmu [ v •maWAnow ann4 1. n POWER SUPPLY, RISK CATEGORY,OPEN STRUCTURE 9 72 NOTES � 0 01 COMPOUND PIAN 2 Id 6 I I( ` GQiI C2 EQUIPMENT PLANB 4 0 1 l � � (y� PROPERTY SUMMARY CONTACTS C3 EXISTING ANTENNA LAYOUT PLANS 3 .._. t IRS - C3,1 PROPOSED AMEND LAYOUT PLANS 3 • • obi�le j rtE LOCATION }. \ ; _- Si � FOLIO /: 32382300000500000009.1 APPLXaM, C3.2 TOWER ELEVATION_ !y 4 �� •o21�••� '1•`^-'E II LATITUDE 2T 40' 47.90' N TIT, LONGITUDE: 8P 24' 45.22' W T�� USA C4 DETAILS 4 ZONING JUPoSDICRON: NDWJ PoVEA COUNTY 1300 CONCORD TERRACE C3 DETAILS 4 iliiI I SURE 200 q�L ,•,.,( . ._ . . IL- zoNlNc CLASSIFICATION: RM-10 SUNRISE, FL 33323 El LIECTRICAL AND GROUNDING NOTES 0 'T 1f - j �� �I� T t \ 14 + E2 CONDUIT ROURNG PLAN 4 IVO f +� �I A , , , ai E3 ELECTRICAL DETAILS 3 t 1 � LEGAL DESCRIPTION PROPERTY OWNER CONTACT: E4 ELECTRICAL AND GROUNDING DETAILS 3 �AA4 A • �' �I Jj li '�11 -i i 1� _ __ II wJ.r• OOM AT NW COR OF SWI/4 OF SW1/4. RUN E ALONG N UNE LANDLORD: INDIAN RIVER COUNTY ,� � to40000 E N S0 •�<�'i, An OF SWI /4 OF SW1/4 181 .85 FTTD POB; RUN S 237 FT; RUN V :' VICINITY MAP E 309.58 Fr; RUN NWLY 245.85 FT TO Pr ON N UNE of SW 1/4 OF SW1 /4 426.90 FT E OF NW COR: RUN W 24495 FT ADDRESS: 1801 27th STREET No. _ -: .. I ,r-•. Pr. TO POB AS OR SK 535 PP 322 qTY, STATE, ZIP: VERO BEACH, FL 32987 T P \` 1 TAT OP .��IT ----.gI � �T{'`` APPLICABLE CODES ,"`' P ,: �. rte` / THE CONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL 'p�S o R 169 0 • A,��• ; ` 7yN/y AIMORITY HAVING JURISDICTION (*U) OVER THE LOCATION, THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS N EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN, A 44 \ 6 1E �' 9pNVWE: 11/27/tl I '. T BUILDING CODE: FLORA BUILDING CODE (FBC) 2010, WITH 2012 SUPPLEMENT. - _ rffEL� ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSWA71ON (NFPA) 70, NATIONAL a=TRICAL CODE, 2008 EDITION. GIFFORD MECHANICAL CODE FEIC MECHANICAL CODE 2010. WATER TOWER a -- RF DESIGN VERIFICATION FIRE CODE: 2010 FLORIDA FIRE PREVENTION CODE, LIGHTNING PROTECTION CODE NFPA 780 EDITION 2OD4. A2P0003A rel I 1 THE CONTHACIOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS, AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION4WD 2Nh DDDR r( X, MANUAL. OF STEEL CONSTRUCTION, LRFD 13th EDITION, TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TV) 222-0, €vN VOID MCK FL 3=07 _ !IJ AGROUNDINAND STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: 7th 807, COMMERCIAL BUILDING G D BONDING REQUIREMENTS FOR TELECOMMUNICATIONS, DESIGN BASED ON RFDS DATED sxMEf NWE DRIVING DIRECTIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (EEE) Bl , GUIDE FOR MFASURNG EARTH RESISTIVITY, GROUND 8/22/12• CONTRACTOR SHALL IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEMA, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR REQUEST CURRENT RFDS TITLE SHEET FROM T—MOBILES OFFICE HEAD EAST ON 1-585 TO CAS R ;m= HEAD NORTH ON POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT, PRIOR TO CONSTRUCTION TURNPIKE FOR 97.4 MILES TO EXIT 152 (SR-70/VERO BEACH), HEAD EAST ON SR-70 (OKEECHOBEE RD) FOR 0.7 ARLES TO 1-95, HEAD NORTH ON 1-95 FOR 18 ARLES TO EXIT IEEE 082.41 , RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUTTs (FOR LOCATION CATEGORY Q SHEET NUMBER 147 (SR-80/VERO BEACH), HEAD EAST ON SR—°0 FOR 4,4 MILES TO 38th AVE TURN LEFT •C3' AND *HIGH SYSTEM EXPOSURE1, TODHEAD NORTH FOR 2,5 MILES To 45th 28thh CT, TURN LEFT AND HEAD NORTH FOR 03 MILES TO 47th SST.N NIGHT AND HEAD ETUR NRIGHT ANDST1 Tgg MaA GR- 1275, GENERAL INSTALLATION REQUIREMENTS, TEOORDA CR-1503, COAXIAL CABLE CONNECTIONS. MIST T1 .311 , i. HEAD EASE FOR 200 YARDS TO SITE AT THE END OF THE ROAD. — TESawa 1 , THE APPROPRIATE UTILITY LOCA71NO SERVICES SHALL BE CONTACTED PRIOR TO THE STMT OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL P REV cm DOMeN 1 , FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: EXISTING UNDERGROUND UTILITIES. A e 1 ti PRELMRYR/ 2. THEhl INSTALLATION OF NEW UTILITIES SalBE COORDINATED WITH LOCAL AUTHORITIES. o ~2 FOR PERMIT OWNER - T-MOBILE USA 3, AL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ENGINEER - CALTROP CORPORATION REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER EXTREME CAUTION CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SHALL BE USED WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES. 4, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OWER REFUSE SWILL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1 ) VERIFY ALL 5, ALL EXISTING INACTIVE SEWER, WATER GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ME AS SHOWN ON THE PIANS AND (3) CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN, ANY DISCREPANCIES SWILL BE BROUGHT WOLORD AND/OR LOCAL UTILITIES, TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 8, DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. MOM N04 1t0-6h7AE 3, A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. DDS DY0 7, ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SWILL BE GRADED TO A E. HEWMW M. ASBLY 4, THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLAW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER ARFAS AND THE SOIL SHALL BE IN ADVANCE OF THE CONSTRUCTION START DATE STABILIZED TO PREVENT EROSION, EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES THS DRAM 8 COPYRIGHTS) AND IS FOR EROSION AND SEDIMENT CONTROL. THE SOLE PROPERTY OF THE OWNER IT 5, LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR 8 PROM OED SOLELY FOR USE BY TTE AND NCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS B. THE SUB-GRADE SHALL BE COMPACTED MID BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. OWNER MD DS AFFLMTEL Ru"ODUCRON OR USE OF TNS M9WNG AHD/OR AS SPECIFIED HEREIN. TABOR AND IAIERAIS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE B. BACKFLL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED, CLEAN SAND FILL SHALL BE RD8 FOIaIDOMTNaffW THE N ME W�Rrt1ENN SYSTEMS. R NOT S ALL LILLY INDICATED OBVIOUSLY OR REASONABLY INCIDENTAL 7O A COMPLETE INSTALLATION, FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FDW4l90N OF M OWMtlR, Be FOR TASKS REWIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10, THE CONTRACTOR SHALL RESTORE ALL DISTURBED MEAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. DOCUMENTS, THE CONTRACTOR SHALL NOT STARE WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN 11 SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS, AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7 DIAGRAMMATIC ENDITHE �EEEMENT OAND OmUNLESS OTHRMSE INDICATED BY DSIONsOR DETAILS. EQUIPMENT LOGTXWS MAY BEMOOIFlSITE WORK NOTES 2 AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN Telecom ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER, 1 . ALL STRUCTURAL STEEL WORK SHALL CONFORM M THE LATEST EDITION OF THE RISC 'STEEL CONSTRUCTION MANUw. swrt M RW 8. THE CONTRACTOR SFWl OBTAIN, PAY FOR AND DELVER ALL REWIRED PERMITS. CERTIFICATESOF MerluA, n 3 INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HIVING 2' DAs' camnrATe w NRK147ATION sozL4 JURISDICTION AND SWILL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM HALL AND 'HOT DIPPED"6A GALVANIZED N ACCORDANCE WITH ASTM E WITH AND ASTM 3AN STANDARDS, Al WORK. B. ALL STRUCTURAL. GATES. ANGLES. AND CHANNELS SHALL BE ASIA ATB AND 'HOT GIPPED' GALVANIZED IN ACCORDANCE WITH ASTM M23 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE, 9, THE CONTRILTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION, SC, ALL TS TANDARDS, MEMBERS SHALL BE ASTM A500 GRADE B (Fy=48ksi), AND 'HOT DIPPED' GALVANIZEDIN ACCORDANCE WITH ASTM A123 AND ASTM Al 53 10, AL NECESSARY PROVISIONS SHALL BE LADE TO PROTECT EXISTING NPROVEME7S, LANDSCAPING. PAVING, D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A5DO GRADE B (F7=42kE1), AND 'HOT DIPPED' GALVANIZED N ACCORDANCE WITH ASTM A123 AND ASTM �1 CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS, UNLESS NOTED OTHERWISE T • •Mobile • SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED MEAS SHALL BE E ALL NON- MI STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 D ASTM A153 io RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS, slkk lw am • OF THE CONSTRUCTION MANAGEt. 2, DESIGN. FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SFWl CONFORM TO RISC STEEL CONSTRUCTION MANUAL i3m coscoss �usAcr• 11 . THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1 ) ON A DAILY BASIS. KEEP THE 004ERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE DEBRIS AND TRASH FROM THE SITE AND 3. WEDDING: suwtm mt0=3 DISPOSING OF SAME N A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEW A ALL WELDS, WELDERS, AND WEIR INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1 .1 , LATEST REVISION, CONDITION AND FREE FROM PANT SPOTS, DUST, OR SMUDGES OF ANY NATURE, 8, ALL WEDS SHALL BE MADE WITH EN) LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPAY GALVANIZED AFTER WELDING, 12, ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4 ALL BOLTS SHALL BE GALVANIZED I' DIAMETER, A325-N, ED UNLESS NOTOTHERWISE AND TIGHTENED TO A SNUG TIGHT` CONDITION AS DEFINED BY NSC. MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE R IS SPECIFICALLY INDICATED OTHERWISE IN THE SECURE NUT WITH LOCKING WASHER. AAAA A • P ARIA CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE ,AA . . % 64060 . % E FV . 0h� AAi V 17, ALL WORN PERFORMED MD MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE �� '8 �i CODES, REGULATIONS AND ORDINANCEWE S. THE CONTRACTOR SHALL E ALL NOTICES AND COMPLY WITH ALL 5, ANCHOR BOLTS SHALL CONFORM TO ASIA F1554 GRIME 35, UNLESS NOTED OTHERWISE. � V � i No 0 LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING 8. THE OOMRACfOR/STEEL FABRICATOR SWILL LOCATE ANY REINFORCEMENT N THE STRUCTURAL MEMBERS IN SUCH A WANNER SO THAT THERE WILL NOT BE No. fp JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CONFLICT WITFH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE NSTAL ED PER THE MANUFACTURERS INSTRUCTION. INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOGO. AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM ELSE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE ASC MANUAL OF STEEL . w 14, THE CONTACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKITS AND CONSTRUCTION, ATE OIF . V! ATTENTION, HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEWS, METHODS, 8. ALL STRUCTURAL STEEL SHALL BE FABRICAIED TO FT AT BOLTED OONNM71DNS WITHIN 1/18 INCH TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUTp �r% TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. ���f�• O R E O*Voss, AUTHORIZED REPRESENTATNE SHA INCLUDING CONTACT AND COORDINATION WITHWITHTHE CONSTRUCTION MANAGER AND QUEM THE OWNER'S4604006 9. THE CONRRACfOR/STEEL FABRICATOR "Ll. CAP A COR SEL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. AI��" IV all 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SWILL PROVIDE A 10, THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION, AT THE CONTRACTOR'S OPTION, FIELD DATE OF 5wxuw: IIIUI13 COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST. CYLINDER TESTS, LIEN RELEASES, AND OTHER SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ME USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SFWl BE COMPLETELY ASSEMBLED, SPLICES. TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNERS ACCEPTANCE, GIFFO RD 11 . AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS WATER TOWER 12. SUBMIT ORIGINAL SHOP DRAWINGS, 14CLUDING COMPLETE DETAILS, SCHEDULES OF FABPoCATIDN AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND AZA SYMBOLS, AND SHOW SIZE, LENGTH, AZPO003A AND TYPE OF WELD. PROVIDE SETTING DRAWINGS. TEMPLATES. AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 4800 NO WUF7 VOO SACK R 32057 SHIXT NAME NOTES SNEET NUMBER GENERAL NOTES 1 STRUCTURAL STEEL NOTES 13 T2 REV WE pE4CAIPIION A 13 Is PR6MINtRr 0 12 TOIL IR 1 4/11113 REVISED E 9/20/13 REVISED EXISTING UTILITY POLE WOODED AREA PROJECT 100a 120- 14702 MVMN RYt am= St^. % G NaANN M. ARSEY F7, THIS DRAINING 6 OOPR0010m NA 6 EXISTING TELCO PEDESTAL 6' HIGH W SOLE PROPERTY OF 7 OWNER. IT CHAIN-LINK FENCE 6 PRODUCE) SOLELY FOR USE 6Y THE X OWNER AND ITS AFFEMI'M REPROOUCRON OR UK OF THIS ~w EXISTING METROPCS EQUIPMENT I \ AND OR TME RVORAWTION CGNV04ED L CABINET ON CONCRETE PAD I GRASSED R FORBIDDEN WITHOUT THE WRRIEN / (TYP, OF 2) AREA k1uMS91011 DIEOIMIER. I % x EXISTING YERIZON WIRELESS EXISTING NDREI. 30' R 30' LP GENERATOR COMPOUND AREA % BOUNDARY OF L 11 :j EXISTING zo' GATE 1 2 I EXISTING PROPERTY Telecom % JIOG LVQJID[ ORM 91RE 57J / EXISTING T-MOUILE GSMNilwwl. n Jm7 EOUIPMENT CABINET am!c1rz o• wtnoRGwcN n214 EXISTING T-MOIRE FCOA EOUIPMFM CABINET x T a Mer EXISTING T-MOBILE 100 rsac I DIESEL GENERATOR BNIR ti ixw x EXISTING T-MOBILE x COAX BRIDGE - - - - - - EXISTING TANK* I EXISTING (TRP* OF ZTE]J:SS �, ps - pa E N ah'j LP TANK �i' 04 . I � EXISTING VERIZON WIRELESS No. 66 I ; % EQUIPMENT NCRETE PAD ON ; IF 8 AT P S!q ORI$ GRASSED ''+4pI f ift tm • ��, AREA X IFATE K LaMTIm 11/27/11 ` GIFFORD WATER TOWER tA2P0003A I .SGG 4tl COURT x YM MUCK R 32337 % SHUT NWE K-- --� — x --ltm ,t — X IIOMM --W— x ON---..1— COMPOUND PLAN LEFT MILLER COMPOUND PLAN ® 1 C1 RE ! M1!a/l OE3CRPD H PR1Y D 6/20/12 FOR PERMIT I 9/4112 EMSED 2 4 1 / 3 AE � 3 8/0/13 REMD 1110/1 RENSED EXISTING T-MOBILE ATS EXISTING T-MOBLE ATS EXISTING T-MOBILE EXITING T-MOBILE PPC PRD,NCf Na: 726-647.02 PPC EXISTING T-MOBD.E EXISTING T-MGBIIP DISCONNECT E REwIMN M• �eBEY DISCONNECT EXISTING T-MOBILE UTILITY EXISTING T--MOBILE UTILITY H-FRAME T1113 CRALR21 R COPtRIpnED ITL Is H-FRAME EXISTING T-MOBILE M SIRE PRDPONY CE TIE OENEL R Is PROD. SOIFLT FDR U9E SY THE EXISTING T-MOBILE METER AFFILIPULM METER OCTIO AND ITS Of EXISTING T-MOBILE FIBER 16E DF 71E5 DNATq EXISTING T-MOBILE FIBER CABINET Am/afl 71e XiDRwtlal DDImNm w R b INflSDDQ! MIINOIR INE WRIIt@1 CABINET a' PLRI�gN OF 71E OMIER �• _ - _ _ EXISTING QUIPME T-MOBILE OSM NEXISTING T-MOBILE GSM EQUIPMENT S - EQUIPMENT CABINET CABINET 24A\ \ q \ \ EXISTING T—MOBILE PLINTH \ EXISTING T-MOBILE FCOA \ EXISTING T-MOBILE \ _ EQUIPMENT CABINET • R EXISTING T-MOBLE \ EXISTING T-MOBILE FCOA CONCRETE PAD \ \ \ Telecom CONCRETE PAD \ EQUIPMENT CABINET EXISTING T-MOBILE CONCRETE PAD 3Ntx WtESOE UarC SURE 523 \ EXISTING T- MOBILE EQUIPMENT �04 _ 1 Mauw, FL 33637 CONCRETE PAD \ cunFCAtt OF RrmpR MN mita PROPOSED T—MOBILE y V,� SBM - -t _ A T • -Mobiler SUM 22 3.>rN3� S E. M 3M23 PROPOSED T—MORSE - �-" J—BOX W/ 04P _ 1 A A 4 — —. '. ' easbooC Fs . h� �. met V g; No. B : � _ EXISTING T-MOBLE PU TH ATI OIF :�w .' ORI E O _ I EXISTING T-MOBLE - i ONA L• EXISTING T-MOBILE r COAX BRIDGE ._ _{._. DAIS OF SIGIMIURB 11/27/13COAX BRIDGE _ GIFFORD rt. WATER TOWER A2P0003A EXISTING T-MOBLE GENERATOR glRp aro COURT AERO RENCK FL 329117 EXISTING T-MOBLE SHEET IMMIE GENERATOR THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION OF THE EXISTING AND PROPOSED EQUIPMENT EQUIPMENT ON THE EXISTING PLATFORM, CONSTRUCTION SW4LL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT PLANS HAS BEEN COMPLETED BY A PROFFSSOOL ENGINEER REGISTERED IN THS STATE, CONCLUDING THAT THE EXISTING PLATFORM IS STRUCTURALLY ADEQUATE TO SHAT NLMSER RESIST THE EXISTING AND PROPOSED LOADS, EXISTING EQUIPMENT PLAN ` v 1 PROPOSED EQUIPMENT PLAN �® 2 C2 'REV pDESCRRNION A A 4/19/12 Nr _ -_ r -{- E708f11N T-M09LE ANIEIIM o W9/ MR PER,s rorE7wr F- I W BE RECO FLOURED (TYP. OF Z) \ , 4/11/13 ArMED 2 "113 REVISED __ . I .•..�'�• 4 3 11/25/1 Rrvsm OUTLINE OF EXISTING L\ WATER TANK ABOVE PRO= ND., I2D-017.02 �I EXISTING SO CNEL= nISIING RAILING ABOVE E Nyyl N. wmeY IXISTLNG TOWER LEG TKR MIRING IS COPMKrM AND S THE R= PROPERTY OF TME E BY NI O o` O PRO 0*R AND " FOR 11! 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A 01 EXISTING ANTENNA LAYOUT (SECTOR B) ® 3 ,* Am m TA OP toff/ OUTLINE OF EXISTNG � � •e WATER TANK ABODE ' I ^— \ 000 it 64 0 P ZN �'�r BONAL •`� OF SRNATLXG 1 ,/27/13 EXasTMc RAILING ASE -- - GIFFORD "— — — WATER TOWER OUTLINE OF EXISTING - CATWALK ISTING _ — - CATWALK ABOVE _. _: _. _ _ - A2P0003A ... . . . .. . .. . . . _ . _ . _ . j- .o. � EXISTING TOWER OUTLINE OF EXISTING - LEG 4111111 211M court WATER TANK ABOVE _ —.. —_. V= BECK R. 391107 �. SHEET NNIE EXISTING ANTENNA v COMM TVAhIOlIllNE AN113M LAYOUT PLANSTO BE REDONFUM !j (TYP. OF Y) sxEEr NuceEn ti EXISTING ANTENNA LAYOUT ® 1 EXISTING ANTENNA LAYOUT (SECTOR C) 4 C3 RSV DAZE DEMPIION e 1e 12 PREUMIKW � REANTXNFIB1Rm T-MOBILE LTE 0 12 FOR PERWr ANTENNA 1 4/12/13 RA50 O 13 RM 11/25/1 PIEVOED OUTLINE OF-77-41 WATER TANK EXISTING ABOVE PROPOSED T—MOBILE S LTE RRU I---:_ _._.... ....._4I - _ PROPOSED T-MOBLE 3 eJ"`8OX W — I LIMB AMMM ® PRMW NO.: E20,wN7*02 / EXISTING RAILING ABOVE oRWN IN: al- - - ft d NIYRIW M. ABBIY EXISTING TOWER _ — TMS O ND IS COPMOM IND M M SME RmPER1V OP M OWE& R LEG _ — q RROWOm OR ELYUSE FOR THIS eR M OUTLINE OF EXISTING OWNER AND m AEFLbUM CATWALK ABOVE REPROOmIXIN I USS N CTHISON NEI) No EXISTING �, AIO/OR M 2egq\W7R1N OOMANlD N ANTENNA MOUNT 4 ED T-MOBLE BN/LMB [ANTENNAl R !!4L EOMEDd NIRIaR M WWM ` P[RWlWON OP M OWNER 4 PROPOSED T=41091LE LUM/OBM MW PROPOSED ANTENNA LAYOUT (SECTOR A) ® 2 r&lA ' IMENEdum ' OUTLINE OF EXISTING Telecom j WATER TANK ABOVE Sam Iw<EoR7 ti i3m PROPOSED T—MOBLE ®3 J—BO% w/ OJPI — cmPlu or wmolm{TwN N21 i OUTLINE OF EXISTING EXISTING TONER j�C 4 � CATWALK ABOVE - / — LEO _. PROPOSED T-MOBLE j- —... _ PROPOSED T—MOBLE ( LTE MW MU i _ O ® ww"M — __ ._..... ._ — —}— ._ _. EXISTING FAILING ABOVE ;1; aaMble : ala ti . 1300 cmcoft hAALACE EL r .._ 120'3 _ _ -- ANLPID T—MOBLE LTE �- - - 1 RECONFIB111ED T—MOBLE EXISTING T—MOBLE 1 GS*AIMTS ANTEIN II ANTENNA MOUNT , PROPOSED T—MOBLE '^ } P•$: .A • Py;i�i } - - a LUM NODNA _ A� •. 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ABBE' EL 180'3IF TMS DIVANJ A OOWNONIED RO S THE SOLE PROPERTY OF TE OWNER, R A PRODUCED SOLELY FOR USE BY THE EXISTING EMPTY PIPE MOUNT (TYPJOWNER AM) n3 WIN RPROOLJCnON OR USE OF THIS SWNINO 116 NF916MTON COWIN M EXISTING VENIZON WIRELESS ANTENNA (TYP.) R PrIONI VOIN WMIO1JEr THEEER FIEN EXISTING VERIZON WIRELESS ANTENNAS EL 1304 MEN mnER* • of Bum Ara PRLEOPOSED T-MOBMAEMY�4 ( E Telecom inn A EXISTING MERi0PC5 ANTENNAS 7W0 WRSNE ORAE_/, NFW3 ri Bon EL 1104 mmRu1E OF ,RJlxaR¢aiox sE:14 00STING NEX EL ANTENNAS EL 100'* IT R RMobilea 1300 COR00RO MRRNY SWF 200 SAM M EXISTING 1604 WATER TOWER O1 A . I : ,,,,���V � � R No. B 1 '�N : fu A OP . U! 4 Moogp : ` No, OPINION 0 600��p��NA1. 0 %� ` EAW OF SOLNTR 11/47/17 GIFFORD cw�oE � WATER TOWER A2PO003A 4820 sen ODU1W VEAD BFAON, R. 72ND Mw NAVE TOWER ELEVATION NRII NUNAU TOWER ELEVATION ® C3 . 2 REV DATE D6DSFnM A 6/18/12 PRE Mway ( D "/12 FOR PERNF 1 1412 REVIED PROPOSED T-MOSS E PROPOSED ANTENNA 2 4/12/13 REVOW NTE SUPPORT CABINET XT BRADEET 3 9/m/13 REAM ( mm" FOOTPRINT PROVIDED W/ANmm 4 Il~ REN ED ol 9&0 PROPOSED PIPE MOINITNO BRACKETS PROPOSED T CABINET _ PPWADED w/waft SITE(�U,p ' I PRWIMT ND.: 120-6p.0R INUMN Iw: I 1 mEn Sr. L E NDYWN I E AISE7 LIB DRAINING 6 NDPINEIOED AND 6 !ME PROPEIrrY OF INC OWNER, EOSTING TRIPLE SASE LE T-MOBANTENNA18 PRMUCED FOR U E PUNITi •I ONNEL AHD 115 AREM EL IEPR/OpDRUMION OR U K DP LIS DRASLM 1R 6 em THE WCONTAIR�EH PDMSwl# OF TIE OWNER. � EXISTING ANTENNA PIODIT ROPOSED UNISTRUT I 2 _3. t MOUNTING PPE i . , . EXISTING a, ) TRIPLE BASE '� 1';= p"^—'• "cryp. T (4) 1j'Y YOUNIND - _ m _� ... ..• •., _ _ i Telecomecom I IT! 4RAWlt. M1 S]C!1 a MRMDR]A110N 2I214 — ANTENNA 1 , ATTACH UNISTRUT TO PLINTH W/ 1f'O A325 BOL15. j BRVCI�T PROVIDED 2. ATTACH EQUIPMENT CABINET TO UNISTRUT AND PLINTH WITH )J'O A325 BOLTS. PROVIDE SPACERS AS REARED. '1' • •Mobiles 24 �D SINX�R =3 SSC CONNECTION DETAIL Nmj 1 SSC MOUNTING FOOTPRINT NTS 2 ANTENNA MOUNTING DETAIL w5l 3 . Goes ojejov be& C1`Q ` ,` • • y No � A IRILSIRIIT QIAlE.L- �� � • . S : N NUT (IVP. OF 4) O� ATE FAr Z� • � 4 :• �� O Rtoo EO .•.CO A� ONAL a . 0 ' �F.� (NOT USED) 6 DT SpNNRf: 11/27/13 PROPOSED UNISTRUT PIODO -.'cnoN (1YP.) (SEE NOTE 2) r( P�\' GIFFORD PROPOSED Boxr/ OVP r OCC`r WATER TOWER A2P0003A _ NOTE&' �� Euo Sim WX N 1 . UNIT SHALL 13E MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS, DETAILS 2. ATTACH UNISTRUT TO CABINET I W/ 1f'f A325 BOLTS. ..� SHEET NUMMM J - BOX C4 W/ OVP MOUNTING DETAIL NTS 4 ( NOT USED) 5 (NOT USED � Rd DATE DESORPTION /.w., A =8/12 PRO MNNN 08/w/m FOR PERMIT Z 1 9µ/12 REY 4O PROPOSED UNBIRIR 2 4/12/13 red= PIPE CLAMP PARE/ F44313 &W13 REletn OR APPINWO !QUAL (TYPO) ♦ IijWl REN9rD EXISTING MOUNTING PIPE PROPOSED POLE PROIEOf NO.: 1m-0QAI MOUNTING WPROPOSED UNISfRUT pIPNN eo CIICJ(m eo PI ODO (TYPO) a NDRMN N. AB&Y PROPS MOUNTING 400e146 DRAWING s COPneDNlm AND 0 PROPOSED XFe (TV.) PIS RN INE SOLE PROPERTY OF THE OEN. R BOLT AND NUT �lYP•) / , I E RODOUCm Oft US FOR USE O TME ♦ OWNER NO Ne MRMR5. ♦ REPRODUCTION THE R a M THIS I NNNO IIT F THE NN WOIO N CONTAINED IN R $ IOImUDER 'MfOglff THE WRITTEN PElA S" OF THE ONNES, I EXISTING MOUNTING pp ♦ PIPE S F ' PROPOSED LTE RRU Telecom 3w9 was9E NR[ sure m PROPOSED T—MDBEE RRU rwuR n mn CE90f M OF NIRgRWI1G1 29314 Nog fim UNIT SHALL BE MOUNim AS PER UNIT SHALL BE MOUNTED AS PER MANUFAMRER'S RECOMMENDATIONS, I MANUFACTURER'S SPECIFICATIONS,�mmm j T • •Mobile s LTE RRU MOUNTING DETAIL Km 1 GSM/UMTS RRU MOUNTING DETAIL NTS 2 f}kklogellw• ,399 coHc9w ,� �m SINR6F, 39323 PROPOSED UNISTRUT ��J Ad P 4i Nmet PIPEP PMR EQUAL ���.4�DO& c E Na,B• / ♦♦♦ . GYP•) JV , .y ♦i DOSTM w : : A PROPOSED PIPE N0. •• PROPOSED UNI TI R T 9 P1000 (TYPO) , 'A • 3 AT! OF see tII PROPOSED XAV ASID �O�`O ♦ ♦♦t��• ( O R f O F;•�,%% Bar AND Nur pYP.) ����/0NAL ��� aF acTwTUTm nµ2/+I GIFFORD WATER TOWER A2P0003A um Zee, COW MOW BFMK FL 30C SHEET AWE OPPROPoOBSEDNcIPON DETAILS NGg UNIT SHALL BE MOUNTED AS PER .��� NST KUMKR MANUFACTUREROS SPECIFICATIONS. J — BOX W OVP MOUNTING DETAIL Nrs 3 ( NOT USED) 4 C5 RN Mn DIMOMPIpN A 4 1e 12 PREWIYAY O 4/20/12 FOR PERMIT A — G74ERAL 82. CONTRACTOR SHWA SEAL MOUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FIDGRS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION, D.7. SAL DOOM CONFORM 1O THE NATIONAL DFAIRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) ANDAPPLICABLE BI CONDORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SMALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS. A2, GROUNDING SHALL COMPLY WITH AITIICLE 250 OF THE NATIONAL GMMC CODE, B4. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N,E.C. ARTICLE 300 USING KELLEMS A3, ALL ELECTRICAL EOUIPMENT AND ACCESSORIES SWILL BE UL APPROVED OR LISTED. GRIPS OR ACCEPTABLE EOLAL CABLE SUPPORT SYSTEM. A4, ALL POWER WRING SWILL BE STRANDED COPPER TYPE TICFN/THHN AND ID DEGREES C RATED. 85. 'ADHERE A SEPARATE aWMICAL SERVICE DROP B ADDED, CONTRACTOR SMALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SFJMCE ENTRANCES, LOCATION OF EACH AND THE AREAS SERVED BY EACH, A5. ALL POWER WIRING SHALL BE INSTALLED N GALVANIZED RIGID STEEL COMMIT, PAC, OR FLEXIBLE UQUIDTIOM CONDUIT, AS PRGJWT NN: 120-547.02 INDICATED. 84. WHERE ELECTRICAL POWER R TO BE SUB-FED FROM AN DETERMINE O MAXIMUM FEEDER SYSTEM, THE FOLLOWING ARTICLE APPLY: CH&KE) � A) CONTRACTOR SMIAL PERFORM Ll7M TESTING TO DEIERLINE MA%IYUM FEEDER DEMAND PER N.EC. ARTICLE A8. CONTRACTOR 9ALL OBTAIN ALL PERMITS. PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. 220-87. E WOMAN I M, mmi B) OONTRACTIN SMALL VERFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.EC, ARTICLE A7. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REOUREMENIS, SERVICE 220-87. THIM DRAWING B COPTNmRm AND W ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY, C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SALE NIFRRUPTND RATING AS EQUIPMENT SUPPLYING R. M SOLE PROPERTY OF THE ONNFA, R A& CONTRACTOR SHALL APPLY FOR 1fl.EPFIONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REOUIREIAINrS AND SOME D) PREFERRED MEMS OF SUPPLY SHALL BE A BRANCH gRq/R PROTECTIVE DEVICE LEGATED IN EXISTING PANEL. 6 PIIODtIf2R solar FDR USE BY M E) IF A BRANCH CIRCUIT PROTECTIVE DEUCE CANNOT BE OBIARIED OR SPACE IS NOT AVAI ABLE, A BRANCH OWNER AND m APFLATO. ROUTING WITH TELEPHONE COMPANY. cut= MAY BE TAPPED FROM E105IMG FEEDER CONDUCTORS USING AN INSTALLED 2-POE FUSED DISCONNECT AND4011! THE N1 USE a MASS NEDW NO NT M tHpORMWIKIN COMAWIFD N D.0, PROVIDE ALL TABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS NCIOENTAL TO COMPLETING AND PRE471RNG AND METER BASE PER N.E.C. ARTICLE 240-21 WITH TEN FOOT (10) MOGMUM TAP CONDUCTORS. FUSED R R )RUDDOM WITHOUT M WMIDC THIS PROJECT AS FULLY MATERIALOPFFWTIODE DISCONNECT SHIVA BE LISTED SAME OR BETTER INTERRUPTING I TIM AS EXISTING SOURCE OF SUPPLY POMI7'PON OF 711E GAMM AL ATO. WHERE LANG POWER CABLE RUNS PREVAL., CONTRACTOR SHALL GALOULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT C - IDENTIFICATION ACCORDINGLY* Cl, LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FROM COVERS, A71 , WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.EC„ C2, PROVIDE NAMEPLATE 84WAVED WITH EOUIPMENT DEMONATDN FOR EACH SAFETY SMTTON AND ALL OTHER ELECTRICAL CABINETS, ETC. ARTICLE 250-25. • e Al2. ALL ELECTRICAL DEUCES EXPOSED TO WEATHER SINAL BE OF RAINPROOF CONSTRUCTION AND SRW. REQUIRE WATER TION C3. CORTIN OUSTREUM BACKOUND W FOR EACH UNDERGROUND INCHES S BELOW IS ED GF#, SIGNAL AND COMMUNICATIONS UNE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELaW FINISHED GRADE. T@l@COED CONDUIT HUBS. HDD LWMK ARAE B - POWER CABLE AND SERVICE SUM VS Nrou,A. it i B7. CONTRACTOR SHALL PROVIDE COMMIT AND WIONG TO BIS AND VERIFY ENACT CONDUR ROLLING. RACEWAY SYSTEM MATERWS w T, TE DF nmom MN 29214 AND DEVICES FURNISHED SWILL BE IN AOOORDMICE WITH APPUCABIE STANDARDS OF ANSI] NEMA AND UL RACEWAY SYSTEM COMPONENTS SMALL BE INSALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE N.EC. T • •Mobilee ELECTRICAL NOTES dick logo go0 • ,Doo eSN%R 0RAP/¢ SUNNM a DVTs A - GENERAL B - PREPARATION Al , INSTALLATION OF GROUNDING ELECTRODE SYSTEM SOUL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH Bi . PSLRFACES*0 ALL ROPER CGMALT ALLCONNECTIONS GALSMALL BE MADE TO SURFACES ON BAR ME10to ALL PAINTED GALVANIZING HASTE SURFACES ED SHALL CUEING, W IN O CTE NO ENSURE OTHER �A�,, V • A.. . , p� A� ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION• GROPER N STALL BE RE-GALVANIZED N SURACCFACES N WHICH MATH ASW IMG USING 'SNC RTW' COATING G, MANUFACTURED OR RFD BY TZRCHE �� �p� G E IV '•. I� A2, GROUNDNG CONDUCTORS SMALL BE /2 AWO TINNED SOLID BARE COPPER BELOW AND ABOVE WADE, UNLESS OTHERWISE NOTED CHEMICAL PRODUCTS COMPANY (LOCATED N OUNCY, MISSACHI/SEITS). OR ACCEPTABLE EDW_ NO WASHERS ARE ALLOWED BETWEEN % 0 .4••v AND SWILL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND EARS. ITEMS BEING GROUNDED. ALL CONNECTIONS ARE M HAVE A NON-OXIDIZING RENT ('COPPER SHIELD? APPLIED PRIOR TO INSTALLATION, A3, GROUNDING CONDUCTORS SMALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 ACNES. B2. GROUND BAR: ALL COPPER GROUND BMS SMALL BE gEMED, POLISHED AND A NON-OXIDIZING AGENT ("COPPER SHIELD ) APPLIED. ` NG. No FACER PRINTS OR DISCOLORED COPPER SNAIL BE PERMITTED. D.4, ALL BEDW GRADE CONNECTIONS STALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS 10 EQUIPMENT AND GROUND BARS SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. : W D.5. USING EXOTHERMIC CONDUCTORS STALL C BONDED TO CARIE SUPPORTS. ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS C - LAND BUILDS AND CO-LOCA7E5 STA OF • R/ USING EXOTHERMIC WELDS OR MECHANICAL CONNECTIONS C1 . WAVECUIDE BRIDGE SMALL BE BONDED TO GROUND RING OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO X00 �V A fig *0 DIAGONALLY OPPOSED SUPPORT POSTS. 0, O R 1 O 4 AS, CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONFECTIONS FOR GROUND CODORS UCT . STAIM ce< STEEL HARDWARE SHALL BE USED THROUGHOUT. C2, GROUND BARS SMALL BE BONDED TO GROUND RHO WITH SINGLE GROUNDING CONDUCTOR ,,,F�S'ONAL As%% A7. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PEEWTING WALLS AM FLOORS SHALL BE ENCASED IN PVC CONDUM NO C3. BONDS m MM34NA MASTS, FENCE POSTS, WAVEDUDE BIOO RE, TOWER STEEL UR L (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND METALLIC CONDUIT SA ARBE USED FOR GROUNDING CONDUCTORS UNLESS REOURED BY LOCAL COOTS OR OTHERWISE INDICATE) THOSE BELCW GRADE SMALL A BE EXOTHERMIC TYPE (GWNELD). AOTHER BONDS SHALL BE BRONZE 2-HOLE COMPRESSION F1rMOS OF 9axT�D 17/27/ts ON DRAWINGS. CONTRACTOR SHALL SEAL ARGUING ALL CONDUIT PENETRATIONS TO PREVENT M04STLIRE PENETRATION AND VERMIN UNLESS OTHERWISE NOTED. INFESTATION. GIFFORD AB BONDING OF GROUNDED CONDUCTM (NEURAL) AD GROUNDING CONDUCTOR SHAH BE AT SERVICE DISCONNECTING MEANS. WATER TOWER DONDIND JUMPER SARA BE INST I cn PER N.E.C. ARTICLE 250-28. T-MOBLE GROUNDING REQUIREMENTS AG, CONTRACTOR SOUL VERIFY EXACT COMMIT ROUTING FOR GROUNDING CONDUCTORS WHERE MPUCABLE. T7 . COAX CABLE OUTER CONDUCTORS SHIELDS) SHALL BE GROUNDED USING COX GROUNDING KITS AT A MINIMUM OF TWO PONIS. AID, DOUBUND OR STACKING OF ANY GROUNDING OONNECRONS B NOT ACCEPTABLE, INCLUDING AT ANTENNA AND AT GROUND BAR THE COAXIAL CABLE SINAL NOT EXCEED 100 FEET BETWEEN GROUNDING KITS. AZPO003A T2. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH WAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH 4400 2NH cow SFWA BE INSTALLED ON THE OUTSIDE FACE OF THE BINDING, BELOW THE CABLE ENTRE PORTS. VERO BEACN, FL 0➢447 T3. WHEN WAX CABLES INTER A BUILDING FROM A TOWNER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE SHEET NAME EXTERNAL GROUND RING USING f2 AWG BARE TUNED SOLD COPPER ISOLATED IN RNC CONDUIT, ELECTRICAL AND GROUNDING NOTES SHEET RAPER GROUNDING NOTES 2 L E1 REV DRIE DEECIPFEN Ix PIFLWWf! o V2o/I2 TOR PERMIT CALL 48 HOURS , 9/4/12 REMEO BEFORE YOU DIG S 4/12/17 REVISED IT' THE LAW I J 11 iJ REVISED 1 -8O 00-432-4770 4 11/25/1 REVISED PROPOSED 200 CONDUIT FOR POWER PROJECT ND.: 120-o47A2 EMSTING T-MOBILE OTAWII CO ClEpim 8p PPC c ReRNw] u. user IM DIVINING IS COPrOMM AND IS THE SOLE PROPERTY Or M OWNER, R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS INFW]AIB. REPRODUCTION OR UK CP THIS DRAMNo AND OR THE INFORMATION CONFANm N R FORSIDDEi WITHOUT THE WRIDEI CABINET EXISTING T-MOBILE FIBER PERMISSION OF THE OWNER. Ng W� PROPOSED (2) WO CONDUIT FOR MCD ` Telecom N PROPOSED T-MODE FCO \\ EOUPMENT cABINET ]wD w m mw !lUI� +MHA n 7WxT CVVlMX OF �11011 2N14 EXISTING T-MOBILE GSM EQUIPMENT CABINET - - ' I � 1 PROPOSED T-MOBLE SITE SUPPORT ONSMET ORDIU ) '1' s• 'Mobile ttkk . sun 200 6UIIRER, R ].1121 EXIrnNG T-MOBILE ECOA EQUIPMENT CABINET PROPOSED 200 CONDUIT POR DC POWER (SEE NOTE 2) ~\ u �♦ PROPOSED 200 CONDUIT FOR - ' �4.���V A ' pEJ�♦♦♦♦ AWIM WIRING (SEE NOTE 2) ENg PROPOSED 2 0 EMPTY < FF No. 9 . 4 CONDUIT (SEE NOTE 2) _ �-... _.i....�..... �....- 1� d' ,,♦ � . • t PP •._- _ ♦ 0 go* R I of sENATLNE 1 ,/27/17 _ GIFFORD WATER TOWER � . A2P0003A 400 2RR COUNT VEO REICH, FL WHY NOTES: sHFrrr NAME 1 . PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY. CONTRACTOR CONDUIT SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. ROUTING 2. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC PIAN MART FROM PORTION ENTERING EQUIPMENT CABNLT. WHICH SHALL STREET MIYBFR BE REJOBLE UOUD TIGHT CONDUIT, CONDUIT ROUTING PLAN ImpliNis®iIvIz 1 E2 REV DAR DC£NPOON A 6/18/12 PREI2BNRY 0 S/40/12 FOR PERNR 1 0/4/12 REVISED 2 41103 RBSED J II/WI REVISED FROM UTILITY M 200A PRIMARY h EXISTING T-MOBILE 20DA METER SECONDARY MAIN G �2EAKER W/ WALKING P1lgRCf ND.: 1E0-M7.Oz EXISTING T-MOBILE 2004 DISCONNECT BEAM INTERLOCK DRARN 9Y' CHELIED Bh ! NlWMW M. ASSET 2P-3OA 2P-30A EXISTING T-MOBILE 3OKW GENERATOR GSM SURGE TIB DRAINING B COPYMBMM AND B CABINET SUPPRESSOR THE SOLE PROPERTY DP RE OYIMOI. jr B PN=CED SOLELY POLI uSE IW TIE 2P-JDA 2P-20A W40 NU R1 ANFIM7E8 r SPARC — REPRODUCTIONIB N OR USE OF TDIMING (.) SPARE RN4Mro aloOp1 6=14 CON1ARM IN2P-204 — PBNox or BMTIE oRNER SPARL -- -� — = 0) — J 212-0(114 2P-100A - SPARE 1P-20A GR Telecom 3100 UMRDE ORM1E N�1'F!. MRY40. R JJ077 EXISTING CABINET TO BE REMOVED, CONTRACTOR TO VERIFY LEXISTINC 200A. 120/240V 1 • L MR n OF wn ADOOI 10214 CABINET CORRESPONDING BREAKER. BREAKER TO REMAIN AS LOAD CENTER WITH 24 SPAR•� FEBREAKER POSITIONS TO BE DISCONNECTED FROM AC PANEL. COA POWER BREAKER TO REMAINAS SPARE, PROTECTION CABINET T • •Mobile Stick tag.ttwo AC ONE - LINE DIAGRAM '� wff�E SUNR6E, R JJJ2J - - -- - - - - - - - - PANEL WANE' T- MOBILE PANEL RATING 200 AMPS PFMSE 1 X NCB RATING 200 AMP �A1V , A• . p�I� LOCATION; PPC 1201240 VOLTS WIRE 3 MWNLUG ONLY top GIEN � � CKT KVA AP AARP KVA CKT �J`K!•`•� F� 00 i DESCRPTION WARE ONG GOND CON ) OND WIRE DESCRIPTION IVD. A e POLE POLE A B N0. �' / NO. BB • . 'O 9 GSMCAB2•E'f 2.98 2� 302 (E) (E) 302 0 U SURGE SUPPRESSOR 4 5 SPACE* 30'2 202 SPARE 6 W T S 2011 .. SPARE 10 S OF . W 11 SPACE - .. . - 12 %l� '•. A 0 R 1 0 P .o �,� 113 SPACE 5 SPACE _ 2^ aB Ms tON2 6'6 9.6 81Ti SUPPORT CABINiT 19 > ,AAS XN USA - IT •�?�,, 1T SPACE SPACE 1H" 19 SPARE 02 SPACE 20 ONR OF SIGN= : 11/27/13 21 SPACE 22 23 OFl - GAS 2011 - SPACE 24 GIFFORD SUBTOTALKVA CO O 0 D D SUB -TOTAL KVA (CONT) WATER TOWER BUB TOTAL KVA NON-CO 290 3.14 6.8 9.8 SLB TOTAL KVA TOTAL KVA 25.3 105.4 TOTAL AAPS NONCONT + 125% CONT. A21P0003A (E) EXISTING E]OSTINO CABINET TO BE RBdOVED. CONTRACTOR TO VERIFY CA13 WT CORRESPONDING BREAKER. BREAKER TO REMAIN AS SPARE. 4WD 2RW COURT to FCOACASNET TO BE DISCONNECTED FROMAC PANEL BREAKER TO REMYNAS SPARE. wn WACK NL 92m MEET NAME ELECTRICAL DETAILS SHEET NUMBER PANEL SCHEDULE 2 E3 REV WE OE M)N AM 16 12 PREWM1Rf 0 e 12 FOR POW 1 9/4/12 RENg.O f) 9 9/=/13 REURM 7 1 1 RENEW E%ISTING GROUND SCUD BARED TINNED COPPER CONDUCTOR ` W/ THERMOWELD ANTENNA MOUNTING PIPE PRWECT N04 120-617.02 PROPOSED T—MOBILE LTE RRU � ) �' WASHER OnFwN an cNECRm en 0 0 0PROPOSED ON FIVOOMMOU11MID a 06 aE'WT4' SS BOLT E NENMN! FL AeeEY PANEL ANTENNA o 6600 B ° r THS$� THE aCRANING PROPmn�v�mOMER,me R ° 008 ° 00868 W N PRa011Cm SOULY FOR USE IM 71E OWNER AID IR AFTIURRS. 0066 °p�OA REPINCKNON OR UN OF M9 CROHNG P a ODB 0 'R'OI§°A ITS WWRR OSM/LWM 100) ® t[: WASHER PROPOSED JIINCIION Box W// aw 96' SS LOCK WASHER SS NUT R \ Telecom T / ],0° VN®PE SINE B M $13m OAK TINNED PUNT E /2 AWGI upu ' M my COPPER CONDUCCTOR / �— / / crmPrwlE Or wiwR'Umu vs„ ��i AWO TINNEDCOSOLID ISM — — i ii oo� �j CONDUCTOR i /� " am TYPICAL GROUND BAR CONNECTION DETAIL Ns 2 Tstick��@ ' CONDUCCM 15M CONCO 1ERACE iso 40WOOPPER ie 4; #2 AEG SOLID— BARE TINNED COPPER CONDUCTOR E pose Is 4e 00 No. 3 avo'ip 94 toD wI B0PROPOSED T—MOBLE pppSSS FINISHED GRADE '. . MOU�NIED GROG STING TOWER JINICIIDNI BOX W/ � � % COMPACTED BACKFILL TO 957E OF PROCTOR • . ATE OF .•� too rq y= \ . :r•W,r .. /\ �� WARNING TAPE rIr� ONAL B1y \\ EAW OF satN1UR[: 11/27/13 ^Q �— PVC CONDUIT PROPOSED T-MOBLE GIFFORD SOIL SUPPORT MEDIUM \ 18' TRENCH OR (MTSIIAQ \ As REQUIRED BY WATER TOWER \ POWER/TELEPHONE \ COMPANY A2P0003A i 46 AM ryow T= / vE9F dumm) M n, UM COPPER CONDUCTOR 9f9Er NWE ELECTRICAL AND— � GROUNDIN G DETAILS EXISTINGEIURIED GROUND ^ EXOTHERMIC CONNECTION (TMP•) RING SHM NUMB GROUNDING DIAGRAM TMP . 1 NITS TRENCH DETAIL Ns 3 E4 1 1� tV1E ofxWPllox A leu rWE11iSNRY 0 2 rat PBWWt 1 0/4/12 REAM GIFFORD WATER TOWER ; ;12';32FXMCDftwW ■ ■ ■ ■ ■ ® 4690 28th COURT ob 1* 1e VERO BEACH , FL 32967 PRWM N9.: 12D-M7M OflMWN �: CHUM W: E NLWMW M. ABBEY A2 P0003A TN smPIWP `°�°w ° µ° ° 71E SNL PR9PORIY 0111E ONMOC R stick together " OVINER AM 93 ra DR W110=11011 OR = of THIS Now G mujM L+IORM1TpN oaRAN® N WIRt01rt THE vWM P88190N of TIE oWNG. LTE OVERLAY LOCAL MAP SCOPE OF WORK DESIGN CRITERIA INDEX OF DRAWINGS Telecom N7 ♦ < � . -'*Aq INSTALLATION OF NEW UNMANNED T-MOBILE TELECOMMUNICATIONS SHT. REV. sw9 tWaaAc Nuc EOUIPMEN) WITHIN 17°SONO FENCED COMPOUND AND NEW WIND SPEED: 180 MPH (ULTIMATE, 3-SECOND GUS)) N0. DESCRIPTION s N0. w 124 MPH (NOMNAL, 3-SECOND GUST) oxGNw, n swa ANTENNAS ON EfOSRNG TOWER. CONNECTIONS TO EMITTING EYPOSURE: C POWER SUPPLY. RISK CATEGMFFOPEN STRUCTURE E Ti TITLE SHEET 4 O'SMIGIf aF nutwxonrw x921• 72 NOTES 0 )rIf L C1 COMPOUND PLAN 2 I ` )� . L ., ql C2 EWPRT NEPLANS 4 7 PROPERTY SUMMARY CONTACTS C3 ExunNG ANTENNA LAYOUT PLANS 3 F) II I ITELOCIITION - i�\wall _ C3.1 PROPOSED AMEINA LAYOUT PIANS 3 6W T • •Mobile se J C;, FOLIO /: 27 400041.90' 0000009. 1 APPLICANT C3.2 TOWER ELEVATION •.•� /4 4 Stick tOga"wir it , , � LATITUDE 2T 40' 41.80' N IF A IF -�' �I ; y ip LONGITUDE: 130' 24' 43.22' W T-MOBILE USA 04 DETAILS 4 1m tx9cN9 lnnr¢ , �� ` ZONING JURISDICTION: INDIAN RP40 COUNTY 1300 CONCORD TERRACE DETAILS 4 � I� 132, _ IG_ \ ZONING CLASSIFICATION: RM 10 �� 2� Et ELECTRICAL AND QRWRAN0 NOTES 0 FIFFIFIFF. 1'"." II I 1 ` l-- . . . 10 SUNRISE, FL 33323 CONDUIT ROUTING PIAN 4 I� C \, 15 # I �I F If _ I' C° (i LEGAL DESCRIPTION E3 ° EcrRlcAl °ET"Es 3 JI # i I1 _J�_...11 L`��1 1 PROPERTY OWNER CON1'Am! E4 ELEC)RICAI. AND GROUrDING DETAILS 3 ��4 A p 4 '� �I� t�--'ll COM AT NW COR OF SWI14 OF SWI/4, RUN E ALONG N UNE LANLMARD: INDIAN RIVER COUNTY ��,, e• C E At a OF SWI/4 OF SWI/4 181 .88 FTTO POB; RUN S 237 Ff; RUN �� (A m `4100% •;le VICINITY MAP E 309.38 Fr; RUN NWLY 248.88 FT TO PT ON N UNE OF SW •FIF, A 1/4 OF SW1/4 428.90 FT E OF MW COR: RUN W 24495 FT ADDRESS: 1801 27th STREET No. ro POB AS OR BK 538 PP 322 o... - , 1 , . :I FOP ;, CRY, STATE, ZIP: VERO BEACH, FL 32887IF APPLICABLE CODES Tar oP :�u Q ' �\ THE CONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCH. ��� • O R 1 CqtL ` t1 EFFECT ON THE DATE OF CONTI1ACf MYARD SFIALL GOVERN 7HE OFA. I.am THE urATm THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS N EI4�DIYAL• ���,, wA Ar• FF milk IF OF 90NA710E: 11/27/17 BUILDING CODE: FLORIDA DULDING CODE (FBC) 2010, WITH 2012 SUPPLEMENT. „A iITS LOCATION IF , w,w,ww,F ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2008 EDITION. GIFFORD y - MECHANICAL G°°Et IN MIDDHAMCAL. CODE 2DIO. RF DESIGN VERIFICATION WATER TOWER FIRE CODE 2010 FLORIDA FIRE PREVENTION COOE, LIGHTNING PROTECTION CODE NEPA 780 EDITION 2004. THE CONTRACTORE 'S WORK SHALL COMPLY WITH THE LAT ) EDITION OF THE FOLLOWING STANDARDS AMERICAN CONCRETE A2P0003A I - u—F-I •j INSTRRE (ACI) 318, BUILDING CODE REOUIREIENIS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION Owe zMM count •L 1 ��� •" (NSC), MANUAL OF STEEL CONSTRUCTION, LRFD 13th EDITION, TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TLA) 222-9, YM BVaA FL 32967 IF ` 1 I ,\ SIRIICRINDNc ANRAL D BANOARDS FOR STEEL oND1Nc REQUIREMENTS FOR ooMNILTOWER ANDnSCA"AT a s SUPPORTING STRUCTURES: TA °°7' LbMM°tL3AL eULaNG DESIGN BASED ON REDS DATED �Y � ,� +c..s w ,..mcG. G.v ,w, DRIVING DIRECTIONS INSTITUTE FOR ELECTRICAL , AND ELECTRONICS ENGINEERS (913 S7 , OWE FDR MEASURING EARTH RESISTIVITY, GROUND 8/22/12, CONTRACTOR SHALL FROM T—MOIN S OFFICE, HEAD EAS) ON Ial TO PLORIVADS TURMPIKE. HEAD NORTH OF' IMPEDANCE, AND ENTM SURFACE POTENTIALS OF A GROUND SYSTEM' IEEE 1100 (1999) RECOMMENDED PRACTICE FOR REQUEST CURRENT RFDS TITLE SHEET TURNPIKE FOR 97.4 MILES TO ETT 152 (SR-70/VERO BEACH), HEAD EAST ON SR-70 POWlAMO ARG GROUNDING OF ELECTRONIC EOIRPMflIT. PRI OR TO CONSTRUCTION (OKEECHOBEE RD) FOR 0.7 MLES 70 I-95, HEAD NORM ON I-05 FOR 18 MILES TO EW EEE C82.41 , RECOMMENDED PRACTICE ON SURGE VOLTAGES IN LOW VOLTAGE AC .POWER CIRCUITS (FOR LOCATION CATEGORY ) [� Sx9D Nu1NFR 147 (SR-80/VFR0 BEACH), HEAD EAST ON SR—SO FOR 4.4 MARS 8Ut TO 5AVE, TURN LEFT 'C3' AND 'HIGH SYSTEM DMMRE7. s AND HEAD NORM FOR 2.5 MILE TO 4881 ST, TURN MIT AND HEAD EAST FOR 1 .9 MILE -. T1 TO 213th CT, TURN LEFT AND HEAD NORTH FOR 0.3 MILES ro 4Th ST, TURN MOW AND TELCORDIA GR-1275, MOM INSTALLATION REOUIREMENTS, TELCORON GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1 .311 , HEAD EAST FOR 2DO YARDS TO SITE AT THE END OF THE ROAD. PROTECTION. wool wr It THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER2v THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3, ALL EXISTING ACTIVE SEWER WATE& GASE ELECTRIC AND OTHER UTILITIES, WHERE ENICMNrERED IN THE WORKs SHALL BE PROTECTED AT ALL TIMES. WHERE a0 EXISM UNDERGROUND UTILITIES, ov�mm REQUIRED FOR THE PROPER EXECUTION OF THE WORKE SUCH UnUTIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER, EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIESm 4* RUB8i SIUMF% DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, ALL EXISTING PLUGGED sm m & DIMRRM#M TO THE EXISTING SITE DURWO CONSTRUCTION SHALL BE MINIMIZED. 7, ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY - OWED TO A UNIFORM SLOPE. SUCH GRADING SHALL Cii SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED M PREVENT EROSIONo EROSION CONTROL MEASURESsIF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL s at THE SUBmEGRAIDE SK46LL BE ODMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. go BACKTILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALUYWEDv CLEAN SAND FILL SHALL BE TEM I will FREE OF ALL ROOTS, BOULDERS, OR OTHER DELIETERIOUS MATERIAL a ID. THE CONTRACTOR SKILL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITM MAN ORIGINAL Me a 't 11 , STE SIGNAGE SHALL BE E . IN ACCORDANCE WITH THE TECHNi SPECIF1CATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE OPAW74M SITE O . © 'C CALTROPom , y.' 1 , ALL STRUCTURAL STIM WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC te CONSTRUCTION MANUW 2, MATERIAL 7 �=Nl M14 A. ALL STRUCTURAL STEEL WIF BEAMS SHALL 13E ASTM A992 AND ii DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTINI AIM STANDARDS, Be ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SKILL BE ASTIA A38 AND "HOT DIPPED" GALi IN ACCORDANCE WITH ASTIM A123 AND ASTIA A153 STANDARDS, UNLESS NOTED OTHERWISE C. ALL IS MEMBERS SHALE. BE ASIM A500 GRADE 8 (Fiyommitilt")t AND `W DIPPEDO GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASIM A153 STANDARDS Do ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (fY=42ki AND wHar y DIPPED` AIM STANDARDS, UNLESS HUM OTHERWISE E. ALL NONwwSnWCTURAL PIPE MOMBERS SHALL BE ASTM A53 OWE 8. AND mi DIPPEDO GALVANIZED IN ACCORDANCE WITH AM A123 AN) ASTIM AIM T imMobflemile yy' 3. WELDING: An ALL WELDS, WELDERSs AND WELD !INSPECTIONS WALL CONFORM TO THE REQUIREMENTS OF AWS D 1A . LATEST REVISION* 8, ALL WELDS SHAU. BE MADE WITH E7GXX LOW HYDROGEN ELECTRODES, C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDINGo 4o ALL BOLTS SHALL BE GALVANIZED ii D%METER, A325-MN, UNLESS NOTED OTHERWISE AND TIGHTENED TO A PSNUO TIGHTE CONDITION AS DEFINED BY AISC, Matti SECURE NUT WITH LOOKING WASHEIRE. — ANCHOR DOLTS SHALL CONFORM TO ASTIA F1554 GRADE 36, UNLESS NOTED y OTHERWISE. 1911 111 nil 0 707= 6. THE ODUTRACTOR/STEEL FABIRICATOR WALL LOCATE ANY REINFORCEMENT IN THE WRUCTURAL MEMBERS IN SUCH A MANNER SO TKAT THERE WILL NOT BE REINFORCEMENT 7, THE CONTRACTOR/i FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AJSr MANUAL OF STEEL CONSTRUCTION, toBe ALL STRUCTIIFAL STEEL SHALL BE FABRICATED M FIT AT BOLTED CONNECTIONS WITHIN 1 /15 INCH TOLERANM STRUCTURAL I STEEL TOWERUNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER, 9, THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PRRi WATER INTRUSION4 10* THE CONTRACTORdM FABRICATOR WALL SUBMIT SHOP DRAWINGS FOR RLMLIN PRIOR TO ANY STEEL FABRICATION. AT THE CON11RACIDRIS OPTION. FIELD SPLICES MAY BE USED FOR EFECTION PURPOSES. IF FIELD SPUCES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE AU. DETAILS FOR THE PROPOSEED FMFIM lie AT THE CONTRACTORS OPrION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS, WATER OF CUTS, OONNECTICIRS, CAMBIDL HOLEE, AND 07HER PEPITINENT DATA, INDICATE WELDS BY STANDARD AW5 A2,1 AND A2e4 SYMBOLS, AND SIM SZE, LENGTH, AND TYPE OF ii PRIMADE SETTING DRA)IIINGS, TEMPLATES, AND DIRECTKM FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED P000 NOTESAS WORK OF OTHERSE SECTIONS, VERO Iii Fit 32997 GENERAL NOTES RLV GCE DCXRFnw WORN A 6118/19 PRZU w A a FOR PERWr 1 (/VV(j?Y.\AUj 1 4/11/13 RM9KD9FD P 9/211/13 ramSED EXISTING UTILITY POLE WOODED AREA NIWM NG: 12D-047,02 ORCIN BR CNECIDS BY: JA LG NEWYAN M. A9eEY 00 IXISTING TELCO PEDESTAL x EXISTING S' MOH THIS DRQ*= IS LOPYRIPM AND S CHAIN—LINK FENCE 6 PRO�WUD Y FOPUM42M OF R TE % OIMRR AND ITS AFMUAT 8 RIPR/OpDWWN OR USE OF THS CRAINW CONVAM IN EXISTING METROPCS EQUIPMENT GRASSED , ` RAI(S iOUf M WFUM CABINET ON CONCRETE PAD (TTP. OF 2) AREA I x x EXISTING VERIZON WIRELESS EXISTING NEIREI. 30' R 30' LP GENERATOR COMPOUND AREA % BOUNDARY OF ' oGsrNc 20 WIDE 1 °faTI"G PROPERTY Telecom (DATE X J+aO �AMM YANVA. F. 3ffii / DOSING T-MOBILE GSM cmrrale w Nmomnrox m14 \ EQUIPMENT CABINET \ \ w EXISTING T-MOBILE FCWI . EQUIPMENT CABINET T •Mobile stick together EXISTING T-MOBILE 1= oimim mein DIESEL GENERATOR sures �JJJ73 x EXISTING T-MOBILE COAX BRIDGE x WAhR TANK* t EXISTING VERRON WIREIVESS ,�� QV . A•' • pyI��� x LP TANK (TYP. OF 2) ' C E N s'•. OSN �VERIZONN WIRELESS No. 68 �. CABINET ON CONCRETE PAD . u x : W . Off. • 9 A P �J=�N Is 0 ORI O �,,,�. x , file -BONA rL •� GRASSED AREA % 1 OA7E t!< sKwAtuRE, 11/27/li \ \ GIFFORD WATER TOWER x A2P0003A 1 NRS 2wA COM x vow WMK FL 33Pe7 >< SHEET MNAT N — x --K---H — xx -- if if *—� COMPOUND PLAN SNESI NRAEN C1 COMPOUND PLAN •® nn DATE DMCWMN A 8/18/121 MRPREpENRY ptiff 1 6/2C 12 PON PEED 1 914112 11EVl�ED 24/12/13 R011SED 3 "113 RENTED 4 11/25/1 RASED EXISTING T—MOBLE ATS - EXISTING T—MOBLE ATS EXISTING T-MOBILE EXISTING T-MOBBI� PPC PRDATR N6: 120-0{7,02 goolog DIW EXISTING T-MOBLE M ; ' ONE'C7 M D` EXISTING T-MOBILE DISCONNECT 11, E HEOM IWL ABBEY DISCONNECT EXISTING T-MOBILE UTUTY EXISTING T-MOBLE VTILIIY H-FRAME TIME PtAW4 M C011i Dm AM IS H-FRAME EXISTING T-MOBLE TIE 901E PROPBRY OF THE OWNER, R IX= SOL&Y FOR USE BY EXISTING T-MOBILE METER E OWMID A ARS AA"WiTE3. THE METER EXISTING T-MOBILE FIBER HIMDUOTIDN DE USE OF TIES DRIMM • \(/\�/ �• • _ _ __ ` \ ---- Q •a�'^^- • �. PlRIWESIDN Oi 11E OoDWMNEnR.N ED WEOSTNO T- WLE FIBER CABINET R RP0BRORMWd7NE MRRIHiCABINET 0zaSDNG T-MOBILE OSM EOLIPMENT EOUPMENT GBNET CABINET AA\ \ EXISTING T-MOBILE PLINTH a \ \ \ EXISTNG T-MOBILE FCOA � � • \ EXISTING T-MOBILE _ EDUPMENT CABINET EXISTING RET�P E \ EXISTING\ EQUIPMENTT "GARETFCa CONCRETE PAD \ � n \ Telecom CONCrr �1 EXISTING T-MOBILE CONCRETE PAD Mt 1,111i111M sn oe�E EXISrM -MOBILE EQUIPMENT "Oa _ I uwauA, ftDon CONCRETE PAD cERnrcAa a wma.unw+ x.na PROPOSED T-MOBILE T SUPPM DAEMM) ;;, le T . .Mobi r=;_7iT . i-i -ice - : _; r;r stxktogwffw - r,D. CgCDND ,�AIpCE •, t PROPOSED T-MOBILE - t a-Box W/ OY P > Als Job! gee a �• 4rwe F � . Milo �. No 6 MeN EXISTING Ti PLINTH •� W ♦ P �SMe ♦i� � 0Rgot 1O •V7 ,�� EwsnNcr-MOBLE I♦�� i 4ja�X,01. da`�, EXISTING T-MOBILE COAX BRIDGE COAX BRIDGE aTE a SkNAtUREt 11/Z!/13 GIFFORD WATER TOWER A2P0003A EXISTING "I'-MOBILE GENERATOR awD Zen couar 1ERD BOCK FL MOV!l4IE: EXISTING SNE>R N,y,E GENERATOR THIS DRAWING ISE INTENDED TO PROPOSED THE GENERAL LOCATION EX THE EXISTING AND PROPOSED EQUIPMENT EQUIPMENT ON THE EXISTING NG PA STI M. C@LANALY IS SHALL HKAS SEEN �APL�ETED BY VPROFOFESs�ONALEia EER PLANS REGISTERED IN THS STATE CONCLIXING TMT THE EXISTING PLATFORM R STRUCTURALLY ADEQUATE TO SHEET umm RESIST THE EXISTING AND PROPOSED LOADS. EXISTING EQUIPMENT PLAN 1 PROPOSED EQUIPMENT PLAN ® 2 C2 RMw OCLWPnOn /� T(��•L�\V\\J —JI A e 1 12 MIaYRNY o tx T-MOBRE ANTENNA AOR PERW 10 BE RECONFlOURED (Ma OF 2) 7 11/13REMED 2 9/20/131 REW= J 11/25/la REVBED OUTLINE OF WATER TANK IXABOVEG it � IMialPlf nay tsn-ae�.o2 7 EaElx IrA a7swD Bn Emma TOWER }� EXISTING RAILING ABOVE c NBAyAN N. ARM LEO 7 11 11119 I RNExx P 6 OF THE O AND B ` ROLE PROPERTY OF RU ORNER. IT PROP= 9=Y FOR USE BY E oom Am n3 AFFLWM RIPRODIXIM OR USE OF M DRRRM `` (( U004M 77E uIORYRTgN GOMNIm N 7 RIE FORCER Wmmour ne Ww PENSSON OF 7W 0001. OUTUNE OF OWNG �••.. •..�� . .. CATWALK ABOVE EXISTING ANTENNA LAYOUT (SECTOR A) 2 1 • 1 OUTLINE OF Telecom ABOVE WATER TANK ABOVE w. weWx W.nc _ N.wwA� �•iton OUTLWE OF EXISTINGG'• a ='4 EXISTING 7DWES CATWALK ABOVE DMNG RAILING ABOVE . . ° - T Mobile se - — _ stkk togetherEL ' 120• f- 21• • __ — ' COMM T-MOBRE NIFTE" vm ,mwcs t _ _ 10 BE RECONFIGURED \ �"�•� R (1YP. OF 2) WE b EXISTING ANTENNA LAYOUT (SECTOR B) •® 3 NO' ' OUTLINE OF EXISTING OP .•�L/ WATER TANK ABOVE VVV7YY7 E ,i�i�t9' 0 R 1000 G,,,�� of mmeGtnc n/2Y/7J DaSONG RAILING ABOVE ' - � GIFFORD WATER TOWER OUTLINE OF EXISTING CATWALK ABOVE _ -.--- ---- - -- A2P0003A E)GSTING TOWER OUTLINE OF DUS11NG -- LEG wuo nm DOUR WATER TANK ABOVE VERO WEACn. M JPEe7 WEFT aWE EXISTING ANTENNA v EKWM T'MOBEE ANlE" ® LAYOUT PLANS MBER�STM EXISTING ANTENNA LAYOUT ® 1 EXISTING ANTENNA LAYOUT (SECTOR C) q C3 -•, 1 REV DATE xavaP1a11 6/18/12 PRELANNARY RECCNROURED T-MOBILE LTE o 6/20/12 FOR PFRWr ANTENNA S a 1 f0 RENTED S 11/25/1 Ra = ®� v EXISTINGOUTLINE OF _ --I� WATER TANK ABOVE PROPOSED TL -_RRU _- — _ aJL� PROPOSED T-MOBILE 41 PROPOSED T-MOBILE �J-e0X W/ OVP ANIS ANTENNA xa: 180-°47D3 /-° EXISTING RAILING ABOVE °R CHIIFD ft � NanNw 11 AaffY EIOSTINC TOWER / TNS DIAM/O 0 OTPY100 1m AND M - LEG TN[ SOLE PROPERTY OP M 0010L R / OUTLINE OF ELISTING M PRODUCED SOULY FOR USE Of THE \ ' T--IJDBILE CATWALK ABOVE < � ON ��N �'OIFIGIMED T-MOBLE OSM/LRIIS ANTENNA MOUNT ANTENNA PERIWOON Of THE OWNER. PROPOSED R PROPOSED ANTENNA LAYOUT (SECTOR A) ® 2 ' OUTLINE OF DOSTMHI Telecom WATER TANK ABOVE 3M w2w1; c PROPOSED T-MOBLE xwavaWaR 'NSoon J-BOX W/ OVP cOmmwra v NIRtlaQAT1aM Rrn� OUTLINE OF EXISTING _ E)O5UNG TOWER � '� CATWALK ABOVE LEG _ PROPOSED T-MOBILE i • ® PROPUwrsTomMOBLE /0SM _ — LTE RRU r - LOIISTING RAILING ABOVE T ° 'MObilee I I ' sticktogethwo E- - - - ,xa cORCORO t 1706* .. fl1=PIOUREO T-MOBILE ITS ANTEMA RECO � EXISTING T-MOBILE asmAws ANTENNA MOUNTPROPOSED (`I eTA F�NNA ) ,��O �� G E IU ay/ ,,moi in� _ PROPOSED ANTENNA LAYOUT ( SECTOR B) '® 3 g vanii main in F RE:ONFIBIIRED � �'. OUTLINE OF EXIS INC m T-MOBILE OIANMTS i � ' A p P ♦ �� WATER TANK ABOVE ANTENNA 00 4% ° ePROPOSED T- OBL ME _ i��, /0NA L, • 1!?�,` LMRS ANTENNAlop _ U TRRU GATE OF sNrlanKa 11/ST/fS EXISTING RAIUNc ABOVE - ` --- - -- oIW DsnNG r- BILE GIFFORD %=— -- — - ---- — ---- ANTENNA MOUNT WATER TOWER ...`~ / OUTLINE OF EJABOVE ABOVE -- /)1 CATWALK A2P0003A EXISTING TOWER OUTLINE OF E=NO LEI Naso IaW COUNT WATER TANK ABOVE VEFO BEACK R SSiaT PROP06ED T�110BILE -.. -. SIIFET RAKE PROPOSED TLEERRU J-ew W/ am� ®ROPOSED ANTENNA REODNFroLlREo T- LIE LAYOUT PLANS ANTENNA `.,`�.• ® ssEr NUMBER PROPOSED ANTENNA LAYOUT 1 PROPOSED ANTENNA LAYOUT (SECTOR C) °� 4 C3 . 1 ._.....-... - __._... 0 m m r ON 0 z 1 ANN Imm memomm ma � � 1t u ` — .... :£ i S Apt I P w a r rim 414q all Odl 06 joioO 40 Alt I r " r N ZO is z ION op goo. R!V DaII DESCROO110N i~~ • 6/18/12 PPEIMBVAY O 2 FOR PERW , . B //12 REVIVED PROPOSIED II 4/12/13 RERM WE SUPPORT CANED AT eNAaFErOPOSM � 3 B 3 REVIVED (MSM BRIM PROVIDED w/ANTENNI 4 11/w, REVIVED • PAOPOBED PIPE 01 MIXROMG N LACI s PROPPRO T"4010=CAMW w/AIiIENNA STE SUPPORTe I I (11F UM) -f ..._. ... ._ ... _.. �... - _ FADIECT x0: 120-"742 I ORAwx Fm cxea m m 1 '-10' i E NENIMN I Y. ABBEY ONI ABB ORAMNO E V OF 1H FEO NM 6 EXISTING TRIPLE BASE T-MOBLE ANTENNA 6EPSOLE AMUCED Y WROWNM u AK PLINTH •I OYMER AND RB AFFIINRS REPRODUCII011 OR USE OF TNR ORARRM AFM iNE ONI MAKIM OWAMm M R 6 IORBIOMWIT THE BRRiW PEWASS ON OF TFE DANFR I EXISTING ANTENNA P1001T PROPOSED D UINST(1YP. OF eIO ) 2 -S• MOUNTING PIPE � y I 1 I # I (SEE "am EXISTING 1 .��1 <'`T ' R TRIPLE BASE 1;.�'!f. I �_1E A .Nqs BOLT _ ._ .� _ .- _ _ _ _ — _ _ _ dodo PLIHTFI J��`���:i "CjyP (4) )1*B MowIMD +. Telecom 7 HOLM NOTMO j SNFkATE a< NRNNQA N 2F214 �PIICPOEIED ANTENNA 1 , ATTACH LINISTRUT TO PLINTH W/ )40B A325 BOLTS. w ED 2. ATTACH EQUIPMENT CABINET TO UNLSTRUT AND PLINTH WITH JIB A325 BOLTS, PROVDE SPACERS AS REQUIRED. T • •Mobiles I stkk top&#w J 1200 SSC CONNECTION DETAIL Nrs 1 SSC MOUNTING FOOTPRINT Nrs 2 ANTENNA MOUNTING DETAIL Nrs 3 A • P� • EN Do I tl`O UN6RNR CHANNEL 10 No. 6 M NUT (TYP. OF 4) P\� * : C 3 - : Auff X, O ATE F . QT R T ID Csdoo Odo 000 NAL •��`� (NOT USED 6 ONE of s1MM1urtE: ,�/,� PROPOSED tR1lsl,auT PTaoOMENNEN -� (mFJ NDE E 2) �(P\�' GIFFORD PROPOSOIDBoxW/ O�w ✓ O WATER TOWER A21`0003A NDIS C]`�O VFW FF/ MR 1. uU�AC�fURR MOUNTED AS PPER O�r\\• Blm wNE DETAILS 2. ATTACH UNISTRLIT TO CABINET W/ r# A325 BOLTS, SNRT NUYBO7 Z4.\ J — BOX W/ OVP MOUNTING DETAIL NTS 4 (NOT USED) 5 (NOT USED C4 OAIE OESCRPIIOII � tz PRtTAarm 0 in eIz FOR Po 10/4/121 Faso PIPE �PART/ z 4/12/131 REvem OR APPROVED !DUAL (TYPJ 3 9/2Q/13 RENMa 11/25/1 IVAM E%ISTNO MOUNTING PIPE PROPOSED PROPOSED UNmnwr MOtMRNO IOT PRo16T IC. 120aM02 P1000 (IYP.) aawN enalmcED /r. f MN" MAIM PROPOSED MOUNTING 0000, PROPOSED r/ A32e) PUMN eaRm MID is ( P.) THE SOLE PROPERIT O7 ! OWNIM, RB0T AND NUT s P WILY � Txe • % • QWNM M i UMMIC ION OR LU OF TO DMINO MbL4 THE NFpp4ppR CMAIM N IT •F MMM M111gUf THE MWEN 00000 PERMSAON OF iXE OYNEN. EXISTING MOUNTING • PIPE F PROPOSED LTE RRU Li Telecom 3�oP wfsuE ORYr PROPOSED T—MOBEE RRU rum Fawn 'NOz' C[MIf n s LRpRPAICN M41 NDff: JiQff� UNIT SHALL DE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. UNIT SHALLnau ER MOUNISD AS PER iAATJIIFACTURER'S SPEOF'MATIONS. j T • •Mobiles LTE RRU MOUNTING DETAIL NTs 1 GSM/UMTS RRU MOUNTING DETAIL Nrs 2 Btidctogethw ��... 13m arso�TOmcE PROPOSED UNISTRIJr saner n aux PIPE CLAMP PARrf Piut 40 A • Ph AV• OR APPROVED EQIUAL As'�-�Q �G E 1vs • F •, . EXISTING OR 00 PROPOSED PIPE �. No. e PROPOSEDy .) •o DC � EDRUT O A 8 ATI OF PROPOSED WO A325 yF. ' ods. < ORO we .- BOLT AND NUT C1YP.) !` Y,Q •, E '•�TONAL ���. OF 9amxnm 11/27/13 00 oar GIFFORD WATER TOWER ' A2P0003A 4M Mth COURT VOW BEMK FL 32M SHIM X" PROPOSEI»� � N IO11 DETAILS UNIT SHALL BE MOUNTED AS PER5 MMWAMRS SPECIETCATIONS. _"Q cIRE'r xuYRER ER• J - BOX W OVP MOUNTING DETAIL Nm 3 ( NOT USED) 4 C5 REV WE I DESf16PIMH A 6/14/121 PRMNNAY D 0/20/121 FOR PERMIT A - GENERAL 82. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WAL% FLOORS AND ROOFS TO PREVENT MCKSNME Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE W04%& ELECTRICAL CODE (EDITION ADOPTED BY LOM JURISDICTION) AND PENETRATION OR VERMIN INFESTATION. APPLICABLE LOCAL CODES. B3. CONDUCTORS RUNNING ALONG HNRONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN I= CONDUIT SUPPORTED ON SLEEPERS. A2. GRWNNNG SNAIL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE B4. ALL VERTICAL, RUNS OF POWER CABLE EXCEEDING PO FEET N LENGTH SHALL BE SUPPORTED PER N.EC. ARTICLE 300 USING KELLEMS Ai ALL ELECTRICAL EQUIPMENT AND ACQE.SSOMES SHALL BE UJ_ APPROVED OR LISTED. GRIPS OR ACCEPTABLE EOLIA. CABLE SUPPORT SYSTEM. Ak ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THN/THHW AND HO DEGREES C RATED. B& WHERE AEPAIRO DROP c � C � SERVICE DISCONNECT OR GROUPING 7ERE ALL S FA .ADON AREAS SERVED BY EACH. A5. ALL POWER WII6N0 SHALL BE INSTALLED IN GALVANIZED ROD STEEL CONDUIT, PVC. OR FLEXIBLE LIQUDTIW CONDUIT, AS PROIDCf N0.: 12D-647,2 INDICATED. B6. WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM M EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY: A) CONTRACTOR SHALL PERFORM LOAD TESTING TD DETERIINE MAXIMUM FEEDER DEMAND PER NEO. ARTICLE DRRWN T CACI® Bn AIL CONTRACTOR BULL OBTAIN AL PERMITS, PAY PERMIT FEES, AND SCHEDULE NSPECfION& 220-67. Ise a RENMM I M ABBEY B) CONTRACTOR SWILL VERIFY *OTHER EXSING FEEDER CAPAOIY EXCEEDS VA11E CALCULATED PER NEO. ARTICLE A7. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS EDON AS POSSIBLE AND COORDINATE REQUIREMENTS, SRVICE 220-67. r THIS DPowlw is 0OPrnGNIED AND 6 ROUTING, AND METER SN:KET TYPE WITH LOCA. POWER COMPANY. C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SOUL HAVE SAIF NTFARWTWO RATING AS EQUIPMENT SUPPLYING R. THE SME PIIDPERIY OF THE CWHM IT AS, CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REGUREMENTS AND SERVICE D) PREFERRED MEANS OF SUPPLY SMALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL B PRP O� FOR USE 1 THE ROUTING WITH TELEPHONE COMPANY. E) F A BRANCH CIRCUIT PROTECTNE DEVICE CANNOT BE OBTAINED OR SPACE 6 NOT AVAILABLE RAN A BCH REPRa OWNERR N USE a TMS DITAIVNG CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2—POIE FUSED NSCONNECf AMI)/GR M. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING. AND ALL ITEMS RNCIDENTA ro COMPLETING AND PRESORTING AND METER RASE PER N.EF ARTICLE 240-21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED B P0RIM p TTW INFORMWIDIR HE TIES PROJECT AS FULLY OPERATIONAL DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING 97ING AS EXISTING SOURCE OF SUPPLY RmBBSDN DF THE O N OL 00 AtO. WHERE LONG POWER CABLE RUNS PREVAIL CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WRNS AND CONDUIT C as IDENTIFICATION ACCORDINGLY. Cl. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. A11 , WHERE Ul TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVILE, TRANSFORMER SECONDARY SHALL BE GRODED PER N.EC„ C2. PROVIDE NAMEPLATE ENGRAVED WITH EOUPMJENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL 07HER ELECTRICAL CABINETS, ETC. e . C3. DURING YR84CH BACK—FILUNG FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE SIGNAL AND COMMUNICATIONS UNE PROVIDE A A Al2* ALL CONDUIT HUCALHUBS. DEVICES EXPOSED ro WEATHER STALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE NATER TIGHT CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FLASHED WADE, Telecom B as POWER CABLE AND SERVICE TTGP w2,N ARAE AN Bt, CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BIS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY BMW MATERIALS ` AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF MRS, NEMA, AND UL RACEWAY SYSTEMonlPc.1E v remlGlly mGx V211 COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE PLED ELECTRICAL NOTES 1 T ' 'Mobile ' slkk together" 1= N b 10WD6 SM SLRJM �w. A — GENERAL B — PREPARATION swassagagaggel A7 , INSTALLATION OF GROUNDING ELECTRODE SYSTEM ALL BUILDING CODES AUTHORITIES HAVINGJUR� COMPLY WITH ARTICLE 2lO OF THE WITONA ELECTRIC CODE AND WITH 81 . SURFACE& ALL PROPER CONTACT ALLECTIONS SHALL 13E MADE TO BARE METAL ALL PAINTED SURFACES SHALL. BE FIELD GALVANIZED SURFACES ON WHICH O VANUM HAS MOVED CUTTING DRL ESO,OR ANY OTHER ��VTO ENSURE A��. „4, .: , , ,. OPERATION STALL BE COMPANY N ACCORDANCE ASS ASTM TTS), OR 'LNC RICH" CCATAIG AS ERS AM &LO ED LO �� p GEN ' AM GROUNDING CONDUCTORS SWILL BE {{2 AWG TINNED SCUD BARE COPPER BELOW AND ABOVE GRADE IAi.ESS OTHERWISE TIDIED CHEMICAL FPROOUCTS COMPANY (LOCATED N OUNCY. MASSACHUSETTS), OR ACCEPMBIE EQUAL NO WASHERS ANE ALLOWED BETWEEN ��� r ••�,� 8 sale ♦�� AND SHALL BE ROUTED IN A DOWNWFRD PATH TOWARDS GROUND BARS REVS BEING OWLM04 ALL COUNECTIOHS ARE TO HAVE A NON—OXIDIZING G MINT ('COPPER SHIELD") APPLIED PRIOR TO INSTAlATON. AL3. GROUNDING CONNECTOR SMIAL BE KEPT AS SHORE AID DIRECTM POSSIBLE WITH MIT " BOD RADIUS OF 12 NCLES. 00001 B2. GOUND BUM A L COPPER GROUND SMS SHAL BE CLEANED, POURED AND A NON—OLNLNG MEM ('RAPPER SHIELD") APPLIED No• 0sop N A4, ALL BELOW GRADE CONNECTIONS SHALL SE GIDWELD TYPE CONNECTIONS AND ALL CONNECTIONS ro EOUNPMENT AND GROUND NO FINGER PRINTS OR DISCOLORED COPPER SOUL BE PERMITTED. ; BARS SCULL BE 2—SOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. � w C — LAND BUNDS AND CO—LOCATES A5, GROUNDING CONDUCTORS SHALL BE IONOM ro CARIE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS ♦ P :` ,, . STA OF Cl , DIAGONALLY BRIDGE SOUL BE BOARDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED ro age USING IXOTFERMO WELDS OR MECHANICAL CONNECTINS. AV •, ASI. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECIANICAL CONNECTINS FOR GROUND MIDUCORS. STAINLESS STEEL 02. GROUND BARS STALL BGROEDPOIO GROUND IBNG WITH SINGLE GROUNDING CONDUCTOR. ,♦♦�AS�OO R I age Is HARDWARE SHILL BE USED THROUGHOUT. WALL BE ENCAM IN PVC CONDUrr. NOBONDS TO ANTENNA MASM FENCE _ _ A7. MET^= DCONDUIT SHALL FOR GROUNDING CONDUCTORS UNLESS RECUR® LOCAL C OR MMV15E INDICATED C3. THOSE BELOW CRAPE SOLI. EXOTHERMIC VE JDE BRILD). TTOM STEEL BONDS SHALL BE BRONZE ENTED BY TOM WMMACTUON )FTRINGB so 11/2T/t3 ON DRAWINGS, CONTRACTOR SHALL SEA. AROUND ALL CONDUIT PENETMTONS TO PREVENT MOISTURE PENETRATION AND VERMIN THOSE OTHW GRA NIS HAALL INFESTATION. EDe AS. BONDING OF OROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SOUL. BE AT SERVICE DISCONNECTING MEMS. GIFFORD BONDING JUMPER SHALL BE INSTALLED PER N F ARTICLE 250-2B. T-MOBLE GGUNDNG REQUIREMENTS WATER TOWER M. CONTRACTOR SHALL VERIFY DYACT CONDUIT ROUTING FOR GROUNDING CONNUCIORS WHERE APPUCABLE. T7 . COAX CABLE OUTER CONDUCTORS (SCIDS) SKULL BE GROUNDED ASID CIV{ GLONOINO KITS AT A MINIMUM OF TWO POINTS, AID. DOUBLUND OR SUCKING OF MY GROUNDING CONNECTIONS 6 NOT ACCEPTABLE NOUINND AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING KIM A2P0003A 72. COAX CABLE ENTE RNID A BUILDING STALL BE GROUNDED WITH COM GROUNDING KITS TU M INSULATED COAX GROUND BAR WHICH AMO 28A cow SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BULGING, BELOW THE CABLE ENTRY PORTS. VERO 111=11, R 72087 13. WHEN COAX CABLES ENTER AIAME EXTERNAL GROUND RING USING HARE TINNED SOLD COPPER 6OAYM INFROM A TONER. THE COAX GROUND BAR AT THE BUILDING PVC CONDUIT. SHALL BE CONNECTED TO THE WRI AL ELECTRICAL AND GROUNDING NOTES SHEET Num" GROUNDING NOTES 2 E1 REV DAR DESORPTION aaaaa A1 /Y MY PRIUMN 0 fYIIII IDR PMIMI CELL 4I 1 9/4/12 BEFORE YOU DID Y 4,/103 , I J WMEP ITIS THE LW I J 9/20/13 REBED 11111800-432-4770-432-4770 4 11/25/1 MASSED DAF rlRo� � PROPOSED $% OONDUIT FOR POWER PRGECT NDa 1Y0-6QA2 OWING T-MOBILE ORNYII WC CHEpim RD PPC MEWYAN N. ADM THIS DINNING 0 COPYr4W I AIo s THE SOLE PROPERTY OF THE CNIIES. R IS PRODUCED SOELY FOR UN BY TRE OWNER NO ITS AFFLUM L REPRODUCTION OR USE OF THIS DRAWING p AND/OR THE WORENTION CORANED N tiv-` N R 6 FDIORODFN 11IIII TIE RRRISI EXISTING "T-MOBILE FIBER CARNET L PERMISSION OF THE OWE PROPOSED (S) %00 CONDUIT FDR TELCO \ PROPOSEDa EE FD Telecom \ EQUIPMENT CABINET CABINET >.m � 325 CDHFI OE OF Nm yiIIN mi* EXISTING T—MOBILE GSM \ EQUIPMENT CABINET — II��I , PROPOSED TT—MOM SRE SUPPORT T • •Mobilee OGSRNG T-MOBILE FCOA suxRs, n bJNJ PROPOSED 20I CONDUIT FOR EQUIPMENT CABINET DO POWER (SEE NOTE 2) w PROPOSED 4Y CONDUIT FOR — ���� Aa p AMM WIRING (SEE NOTE S) %•`G E IV i 8y��A� PROPOSED 29 EMPTY 5 :kv •�' F• 40 1: ; N TE 4641 CONDUIT (SFE NOE) iS • No. 7 ...`. .....�.`.� ; OC 041 a Oda* * 0 Rio 14pa ease 0* pa �� q� ONAI. O� DATE OF MON471URID GIFFORD WATER TOWER A2P0003A 4000 DAN CORER VERO IMAM FL MW 'TES: SNw RAMC 1 . PROPOSED CONDUIT ROUTING 2 SCHDAATIC ONLY. OONTRWTOR CONDUIT SHALL DETERMINE SUITABLE ROUTING IN THE FED. ROUTING 2. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC PIAN MART FROM PORBON ENTERING EQUIPMENT CASINET. WHICH SFVU BE FLEXIBLE LIQUID TIGHT CONDUIT, SHM NUMBER E2 CONDUIT ROUTING PLAN '® 1 REY 041E DCSCR WN A 6~21 PRIDAI Aff 0 6 2 FOR PEAmf 1 0/4/12 RE 2 4 3 NL113E0 3 11/25/1 Rfl6ED FROM UTILITY 1111 200A PRIMARY R EOOSONG T-MOBILE 200A METER SECONDARY MAIN G BREAKER W/ WALKINGPRORCf N0: 120-647.02 D=NG T-MOBLE 20DA DISCONNECT SHIM INTERLOCK DRAM1 BY: CH O= BA G N81MAN M. ABBEY EJIISTNC T-NOBOE 30KW GENERATOR2Pw%W 2P-304 1115 CSY SURGE 1DRAMM 5 COPOOORTIM Aim R CABINET SUPPRESSOR g P���a�0 ONN LIr 212-304 212-204 OWNE71 AND US Arf1NTES. r 5PARF: 1 SPARE VR=Vllc BOft/GgUSE OF COQ NH L_ - _ � ) - J R ANO9°RN a ODn1 .n11D rt THE WRITIEN 2P-204 - SPAR= ._ l PEW64d1 or THE DRNEIL � � { ;'•) 212 B 210-1004 SPARE BITE SUPPORT � oAISNEr � 1P-20A cR Telecom >� res: IftW/AR 3]071 r EXISTING CABINET TO BE REMOVED, CONTRACTOR TO VERIFY �DOSIMC 200A, 120/240V 1 P n a alRm 4%01 rola CABINET CORRESPONDING BREAKER. SRFAKERR TO REMAIN AS rr SPARE. LOAD CENTER WITH 24 BREAKER POSITIONS FOOA CABINET TO BE DISCONNECTED FROM AC PANEL BREAKER TO REMAIN AS SPARE. POWER PROTECTION CABINET T • •Mobile •• 9NCk ,0�!}IMF• AC ONE- LINE DIAGRAM 1 �^ swAn2t: iL nm PANEL WE T4ADBLE PANEL RATING 20D AMPS PFNSE 1 X MCB RATING AAP t,� V Ar pIRj AAi LOCATION: PPC 12W24D WLTS WIRE 3 - BIW LUG ONLY 416CKT � •' G Ely '• DESCRIPTIOOL N AKVAS PAMPE WIRE OFD CONIC COND GID WRE P� AWB DESCRIPTION NONO. O. ••�`� �'` � �� 3 OBM1(:NBNEf 2� 2� 9012 /Q (E) (q lFJ (q 302 0 SUR13E SUPPRESSOR 2 �¢ No. B 5 SPACE* 302 2042 SPARE B ; tu 8 2.02 - " SPARE 10 S OF . 4/ 11 SPACE - 12 ice •' A 15 SSPACEPACE _ . 2• N B2 10012 8'8 SITE SUPPORT GANNET /9 ,iA�s•• at•O Rive 17 SPACE SPACE 1Jz �A l - 19 SPARE 8012 SPACE 20 an of aaun6E, 11/27/13 21 SPACE 22 23 OR - 0.18 202 - SPACE 24 GIFFORD SW *TOTALKVA=Nn 0 0 0 0 SUB TOTAL KVA SUB TOTAL KVA MCO 286 3.14 8.8 98 SLBTOTA- KVA WATER TOWER TOTALKVA 25.3 105.4 TOTAL AMPS NONCONT• 125% CONT. KDWTM A2P0003A EXISTING CABINET TO BE R91pVED. CONTRACTOR TO VERFY CABINET CORRESPONDING BREAKER BREAKER TO REMWN AS SPARE '• FCOACABNET TO BE DISCONNECTED PROM AC PANEL BREAKER TO REMVW ER0 AS SPARE. YWAMA RM 2fth COURT sw NAME ELECTRICAL DETAILS SHM NUMBER PANEL SCHEDULE 2 E3 RCN WE OEBCRPOON A e is 1z PRFIAIB/MY 0 12 FOR PMrr () 1 B 412 F&V= \\\ Z 9/0/13 IM MM f J Ii/w/131 FWASM r E)OSMO GROUND j BAR SOLID BARED TINNED CAPPER CONDUCTOR ANIQIIA MOUNTING PIPE W/ THERUDWELD PROPOSED T—MOBLE LTE - PRomL4i7.o2RRU (M') WASTEROBR PROPOM OR RECONNGURED lho ?!6',�i' SS BOLT E Mew,w W ABBlYPANEL ANTENNA OBS neESOLE PROPS OF WE OW wam is =mum= L ITBeQ ' / • s P OROOIICFDN 0 113 MIFFFiUSE BY RwMM 71E PROPOSED T--MOREL o ° R[ MIRL110R OR WE OF TM CROW ANO OK PRORMArM 0011FAIMM M �N/WIB RRU hYP.) R E3 � w 110 1 Or IM ��URN PROPOSED T—MOBIL WASHER / JIRDIDN BOX W/ OVP T6' SS LOCK WASHER / %a SS NUT • 04 1 \ Telecom Punw pt AWG SOLID BARE TINNED COPPER COO DUUM /� ' \=� � / / CGRG NMPAiCM =214 / // / #2 AWO SOUD DARE / 00e/ low COPPER // / OONOlD10R T • •Mobile w Moo .400 / ISMCOPPER TYPICAL GROUND BAR CONNECTION DETAIL Ms 2 st� ��• OMUCI Emmons AND ww� COPPER l�X)rquCRM A . ;G E lir $y4,,,#ice 0 s 0 No. 3 • . A Pip T NOBLE FI GED GRADE ' tP EXITING TOWER JUNCTION BOX W/ OYP : * MOUNTED GROUND COMBAR O C f/��. ��\ . :•.: \� \` TO BSx aF PROCTOR ATE OF / / Q� / - :`: DENSLY ' Z I ,/ ''i^!! �. /\ WARNING TAPE , ��, NA I. •�?', I ti w •' DOE OF 90NO1MG 11/27/13 SIPROPOSED TgalilOBILE E rr C \ ? :. , ; � Pvc CONDUITGIFFORD DIM M) No � 1B' TRENCH OR� AS REWIRED BY WATER TOWER POWER/TELEPHONE H AM SOLD / TEANY A2P0003A BARE TINTED 4•W zft couRr YFRO BECK FL 32M COPPER CONDUCTOR / / / S AQT K41E —� Moo, - - „ , ELECTRICAL AND GROUNDING ETATHERMIO ODNNECION CM.) RNGE)WIING BURIED GROUND DETAILS _ 5/EEt MRBtER GROUNDING DIAGRAM TYP , NTS Fl TRENCH DETAIL Nn 3 E4