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FL aatt9 CONTACT: - PHONE: - CO-APRICAMKMPoER T-MO 5901 BFMIAWN CENTER DR SUITE 110Is TAMP& FL ]]63t CONTACT: ADAM MORTENSEN PHONE (61C) A1"lw APPUGVtRTOWER OWNDt wars. LLC TSO PARK OF COMMERCE M. SURE ZCO BOCA RATON. FLORIW OSt67 CONTACT: OASM JONNSON PHONE (Wl)U&S213 SITE DESIGMCNGNEER FDH NMASTRVCTURE SEANCES 6..i' 1 MERMEN DRNE RALEGH. NC27616 CONTACT: JAMES R. BIL UPS. PE CFM PHONE (919) TSSI= SURVEYOR GEOLME SURVEYING. INC 13= NW 10ATH TERRACE SURE A ALACNW. R=NS CONTACT. GAVE SHORT RHON1Ery6. ),IL()S D SITE DEVELOPMENT PLAN PL20230000001 VB BTS,LLC VB BTS, LLC SITE ID/NAME: US-FL-7040 / SENOR TEQUILA T-MOBILE SITE ID: 6NC2102 SITE ADDRESS: 2560 39TH STREET SW NAPLES, FL 34117 NOTE ANY CHANGES TO TIHEAPPROVED PWIs MUSE REAPPROVED BYTHE PROPERTY CNJNER DIRECTIONS FROM RSW SOUTHWEST FLORnY1IHNERNADONAL NRPORT, FORT MY .FL: TAKE GET ON F73 S N THREE OAKS FROM TERMINAL ACCESS RD, HEAD WEST ON LOWER UNIZUTFRMINAL ACCESS RD TOWARD TRANSPORTATION SERNOERD.USEANYLANCETOTURN Sl1GOLYRIGNRTDSTAYONLOwHRLEVEIRFRA9NALACLE55RD.US CTO NE TO TURN' YLEFT ONTO TERARUTACCE'S RO.lGET1 TO LANE TOGTAYONTERM9L�LACCEIE R0.U5ETHELEF 101TO MERGE ONTO ON S VMTME RAMP TO HARES COUNTY H73 S TO COUNTY RD 9 i S. FOLLOW BLVO N ' W O COUNTY. TAKE DOT 101 FROM F7S S. MERGE ONTO N75 S. TAKE DOT 1L1 FOR COUNTY RD 95t 951IOD1TY RO 9V S. LIR NOW COUNTY RD pSACO -R 6LVD RIGHT YOUR DESDRADON.USE ONTO TO SRN LEFT ONTO COUNTY RD 95t2ULLlER BLVD.NRN RIGHT ONTO �rll AVE rn.TURN WGItTATTHE 1sr URoss STREET oNTo DOM st SW. DEsnNAnoN IS Del THE HEFT. CODE COMPLIANCE NL WORK Ab WTERML• 6HNN 9E PDSlx81ED ANOINST4 r rn N ACCOROWWfZtvRHTHE GIRR➢RNmRCNGOF DHFOLLMN6 CODES`. NX)PIID xTEF Loci ooAmrauc NlTxorcnEx NDrHwGINN01 DONFORwuc TOTNEE TesT mnoa OFTHE INxNown+c: to RORIDA BUIDNG CODE 2(DC l LOCAL BUILDING CODE 2 NADONAL EIEGTTBC GO Em17 S GtiYtiOLINfiY ORDNANCES 1 ANRVf1AvZ'a1 GENERAL NOTES uuoERcaouND SERwcE ALFRr //////,�t��ly/// yy--�I III UTOJTIES PROTECTION CENTERMG THE N]LLTY IS UMNMEAND N N HUMAN NABITATIOxTHEREFORE HANDICAP 6t1 D ACCESS 6 NOT REOInRED, wTECHNICMN LMLL a6 MOLARS BEFOfEYOU TIG V6lTTHE GTTE Ar REQUIRED FOR ROUDNE wUNTENANCETNL' RLOJECT WIN NOT RESIRT 0 ANY IMAGE: NO SD6TIRBANCE OR ERFECT ON ABLE WATER. NO RTRA H SEVF_RSERVICE LEGAL DESCRIPTION POTABLE WATER. OR TRASH DISPOSAL REOUNEO AND NO COIMERCULSIGNAGAG ES REFER TO TOPOGRDLEASr SURVEY AND SITE PLAN FOR LEGAL DESORPTION OF PROPOSED. PARENT PARCELAND LFASEARE4 LOCAL MAP y SITE -THE APPROVAL OFTNESE CONSTRUCITON RAMS DOES NOT AUrxON— CONSTRULTONOFRE-0UIRED1MPROVDAENTswN ARENCCNASN DTl EASEMENTOFRECORD. —T195 DOCUMENT WAB CREATED Ix PART FROM i1HE TMO REDS fTEST906E VtA DATED 09D62C12 SCOPE OF WORK VDBTS. LLG PROPOSESTOIFLSTALL AN UNMANNEDMMUNICWION TCW ;^FAC¢Itt W YONORNESTYLE COUENIUMCAT CCLUIR CONSISING OFE ESSENTIAL PROVIDING INCLUDING PRI N$NGI PURSUANT TO SECTIONSBSDDJCOVgRCOE TOWPT WILLCA O GPROVHTING E91t SERVICESVM D. INSIDE LOG, INSIDE PLACEDN A EAAoa1Nf-0•FENCED COMPOUND.Pb10E70d4TPA'LEASD EI5FJ.16rt AREA SHEET INDEX SHEET NO. DESCRIPTION REV. NO. REVISION DATE T•1 TITLE SHEET D o9O6=3 S.1 SURVEY SHEET 0 06F I=I S2 SURVEY SHEET o =1= SJ SURJEYSHEET o o6012= S-A SURVEY SHEET 0 00312023 GN-1 GENERAL NOTES o Ds Du ➢27 C GENERAL NOTES O OY(620:'i GNJ GENERAL NOTES o ODT6I��J GN< GENERAL NOTES 0 avow D20 Z•1 ZONING &LAND USE 0 O4DG= zk ZONING& LAND 115E o 09N0/JY..] C•1 OVERALL SITE PLAN o OBE Gt.l TREE PROTECTION AND CLEARING PLAN a 09'p. C.12 DEVELOPMENTBOUNDARIES o C9m&= Ol3 FLUCFCS OVERLAY o OR'067D:J W COMPOUND DETA o owo6l= T.U091LE EQUIPMENT LAYOUT 0 09'01= C1 GRADING& ERCSONCONRROLRAN a OwOsr 2 G GRADING DETAILS 0 09A16I�� CS GRADING DETAILS o o9 A16C9'J RG.21 W T-MOBILE CONCRETE PAD DETAILS a osm6202O 41 LANDSCAPE SITE PLAN o 09AZ2P.7 1B BTS, LLC >SO vARK DF L0161ERR dCSWF'-`aa BOGRATOM R]aW -T- - °MObal mI1 eEralum FJOnER wt sRTE 9wa � mDTAsrnucnlaD s1DRvlccs I SUBMITTALS 1 COACT! DEWS D. A9EL. PE ,CHI PURASrt61CMHE SERLOCES. LLC ODA I621II STATE UCD11E NC IZI. PR-0072S US-FL-7040 L. 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EVERY EFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A COMPLETE DRAWINGS AND SUBMITTING THE RECLINED SET TO OWNERS REPRESENTATIVE UPON COMPLETION DOCUMENTALLWORKPERFORMEDWRHPHOTOGRAPHSTOBESUBMNTEDWTH SCOPE OF WORK MINOR DISCREPANCIES IN THE DRAWINGS ANOOR SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPETING THE PROJECT AND IMPRO —ENTS IN ACCORDANCE REDLNED CONSTRUCTION DRAWINGS WITH THE INTENT OF THESE DOC)MIENTS 11. PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL-0 FUTURE NNTEI. IN 2 BIOOING REQUIREANTS ACCORDANCE WITH ALL MANUFACTURERS REQUIREMENTS. a PRIORTOTHESUBMSSIONOF BIDS. VISIT THEJOB SITE TO BECAME FAMILIAR WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. VISIT THE STTE WITH THE CONSTRUCTION R A STRUCTURAL ANALYSIS AND A MOUNT ANALYSIS (IF REOUIRED) TO DETETARINE THE STRUCTURAL DOCUMENTS TO VERIFY FIELD DIMENSIONS AND CONDITIONS TO CONPIAR THAT THE PROJECT CAPACITY TO SUPPORT THIS PROPOSED EOUIPMENTWAS PERFORMED OUTSIDE THE SCOPE OF WILL BE ACCOMIPISHED AS SHOWN. THIS PROJECT. >, PROVIDE NOTIRCATION TO OWNERS REPRESENTATIVE. IN WRITING OF ANY CONFLICTS, ERRORS. OR OMISSIONS PRIOR TOSUBMtSSIONOFPRICEPROP INTHEEVENTOF 1I. CONFORMTHATTHEREWPM4ENT50FTHESTRUCTURALANALYSS.MOUNT ANALYSSANDANY DISCREPANCIES, PRICE THE MORE COSTLY OR EXTEKSNEWORK UNLESS DIRECTED ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO SUPPORT OTHERWISE THE EOUfAMENT ASSOCIATED WITH THIS PROJECT. c WHENTOWERSOWNED BYATNIDPARTY.CONTACTTOWERONNERREPRESENTATIVEFOR PARTICIPATION IN BID WALK 6 WHERE ANCHORING TO A CONCRETE ROOF SUB. CONFIRM (PRIOR TO SUBMITTING GO THE SPECIAL INSPECTIONS: PRESENCE OF POSTTEN90N TENDONS. INCLUDE PROVISIONS FOR X.RAYPROCEOURESTO t. WMQa RE0U1fiED. PROVIDE SPECMLiM"'PECiIONS PERFORMED DY AN IMmEPENDENTINSPECfOR. LOCATE THE TENDONS PRIORTO COASTRUCTIOK APPROVED BY OWNERS REPRESENTATIVE AND THE LOCAL JURISDICTION. D. DRAWINGSARE NOTTO BE SCALED. WRITTEN DPAE41OS TAKE PRECEDENCE CONSTRUCTION Z THE SPECIAL INSPECTOR SHALL PROVIDE A COT' OFTHE REPORT TO THE OWNERS DOCUMENTS ARE INTENDED FOR DIAGRAMMATIC PURPOSES OHLY. LINO. REPRESENTATNIE- STRUCTIIAI ENGINEER CONTRACTOR AND BLINDING OFFICIAL N. FURVSHALL MATERIALS. EOWPMENT.LABOR, ANDANY REQUIROEMSNECESSARY TO COMPLETE PRod{T AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS S. SUPERVSEANDDIREITTHEPROJECTDESCRLBED N THE CONSTRUCTION DOCUMENTS. PROVIDE ALL CON ITIRUCTION MEANS. METHODS. TECNMOVES. SEOUENCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 4 ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE YATM ALL APPLICABLE CODES. REGULATIONS. AND ORDINANCES GIVE ALL NOTICES AND COMPLY WITH ALLLAWS. ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL MID UTILITY COMPANY SPECIFICATIONS. AND LOLL AND STATE JURISLTcnoNAl coDEs APPUr.nr c ro TR+E WORK CONSTRUCTION COORDINATION REQUIREMENTS > NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES PRIORTO STARTOF WORK 4 OBTAINALLPERMITS SCHEDULE AND COORDIATEALL INSPECTIONS c PROVIDE ATTHE PROJECT SITE A FULL CURRENT SET OF CCNSMUCTION DOCUMENTS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 1 RECEIVE VAUTTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFPIED BY THE CONSTRUCTION DOCUMENTS a PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS L PROVIDE FALL PROTECTION IN ACCORDANCE WITH FEDERAL STATE LOCAL AND OWNER REQUIREMENTS g IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED. MAINTAIN THE NECESSARY LIGHTS DURING CONSTRUCTION AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A DISRUPTION. R PROVIDE APORTAHLERREEXTINGUSNERWTHAMTIJGOFNOTLFSSTNM ,AOR-' 103C VAT nFEETTRAVELDISTANCETOALLPORTICNSOFPROIECTAREAWRING CONSTRUCTION. L STRUCTURAL COMPONENTS OF ADIACENT FACILTTIES SHALL NOT BE ALTERED BY THIS CONSTRUCTION PROJECT. UNO. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJ.ACENT STRUCTURES L SEAL ALL PENETRATIONS THROUGH FIRE ATED AREAS WITH UJ- LISTED OR FIRE MARSHAL -APPROVED MATERIALS. IF APPUCABLE IRA BURIED UTILITIES MAY E IN THE AREA AND UTILITY IPORMATION SHOWN MAY NOT BE COMPLETE CONTACTTHEUTRMLOCATESERVCEAM/NMUMOFABNOURSPPORTO CONSTRUCTION. L COORDINATE ALL POWER INSTALLATION WITH POWER COMPANYAS REQUIRED REPORT POWER INSTALLATION COORDINATION S UTION(S)TO OWNERS REPRESENTATIVE rtM PROTECT Ew GBPROVEMFMS. EASEMENTS. PAVING. CURBING, ETC. OURNNG CONSTRUCTION. UPON COMPLETION OF WOFK REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. A KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING. CONSTRUCTION AND DISPOSE OF ALL DIRTT, DEBRIS. AND RUBBNSK REMOVE EOUW% D IT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS. DUST. OR SMUDGES OF ANY NATURE o MAINTAIN THE INTEGRBN OF THE BUILDING ENVELOPE MID CONSTRUCT BARRIERS N THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AS WELL AS FROM CCSTRULTON OUST RIND 0®PIS 0. INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTUREMS SPECIFICATIONS, UNO, OR WHERE LOCAL CODES OR ORDINANCES DIRECT OTHERWISE 9. ANY SUBSTITVTIDNS OF MATERIALS AND/OR EOUPMENT, MUST EE APPROVED BY OWNIERS REPRESENTATIVE ABBREVIATIONS IB AO AIR CONDITIONING LOS POUNDS AFF ABOVE FPISHED FLOOR LTE LONG TERM EVOLUTION BTSJI.LC AGL ABOVEGROUNDLEVEL ABOVE GRADE LEVEL MAX MAOUMVM DIA MEMECHANICAL TSO PARK OF CO<oMER�LYR SIA'NE Q1D BOG RAT...'—, AWS BBU ADVANCEDWIRELESSSEWCE BATTERY BACKUP UNIT MM MFR METAL MANUFACTURE BIDG BUIL NOR MANAGER -DING BLK SLOCIONG MIN MINIMUM SWI IIDNMMarR @ITQ1 OC CLG CUR CEBJNG CLEAR L/SC NA MISCELLANEOUS NOT APPLICABLE SUlC t10Ai T—A.R. 1A _ RC . CONC CONCRETE MC NOT W CONTRACT CONT CONTINUOUS NO NUMBER IN GCIMCCS D DEPTH NTS NOTTOSCALE OBL DOUBLE DC ON CENTER DEG DEGREE OD OUTSIDE DLANETER 0, 0U DIAMETER PCS PERSONAL COMMUNICATION DUG DIAGONAL SERVICEpPOA¢Hr. cra¢r mM+TwG ON DOWN PDU POWER DISTRIBUTION UNIT � DET DETAIL PROJ PROJECT $UBMrrrALS DWG DRAWING PROP PROPERTY E EXISTING PT PRESSURE TREATED EA EACH PVC POLYVINYL CHLORIDE ELEV, EL ELEVATION RED REQUIRED ELEC ELECTRICAL RF RADIO FREOUENLY EO EOLIAI RIM ROOM EQUIP EQUIPMENT RO ROUGH OPENING EXT EXTERIOR — REMOTERACIOHEAD FIF FIBER INTERFACE FRALIE. SHT SKEET FACILITY INTERFACE FRAME SIM SIMIXR FIN FINISH SPEC SPECFTC.ATION RUOR FLUORESCENT SF SQUARE FOOT FLR POOR SS STAINLESS STEEL FT GA GALV GC GRNO FOOT. FEET GAUGE GALVANIZED GENERAL CONTRACTOR GROUND STL SUSP TUA THD lYP STEEL SUSPENDED TOWER MOUNTED AMPLIFIER� TINNED TYPICAL- `.� V`r'EfJs�_ge� i - NO S2750 :< OEM GLOBAL SYSTEM MOBILE GYP GYPSUM BOARO HORZ HORIZONTAL OTHERWISE'.OR UMIS UNIT UMVERSALMOBIE- TELECOMMUNICATION SERVICE UNLESS NOTED �9; �Q- �O; STATE OF . <C/� i KR KT ID HOUR INSIDE DIAMETER INVERT W10 AL WITH WITHOUT Lss%.O R� IN INCK INCHES WGS WIRELESS COMMUNICATION IBI6'� USTNL INT INSULATION INTERIOR WP SERVICE WATERPROOF DENNISD.AIELPE FDNIM6RlSTRUCMRESO.viCMU.0 COA:117L L LENGTH STATEUCENSENG.I I PR-007128 IR C US•FL-7000 SENOR TEQUILA c.Rrn sca 6NC2102 2560 39TH STREET SW NAPLES. FL 36117 GENERAL NOTES GN-1 SITE NOTES: 1. CLEAR AND GRUB SITE OF ALLVEGETATION.PAVING. CRAVELBASEAO OTHER DEBRIS NOTTO REMAIN. SUBS ES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION. 2. PROVIDE ELEVATION OF SUBGRABE WITHIN 0.10 FOOT OF ELEVATIONS SHOWN ON PLAN MINUS DEPTH OF TOPSOIL. FILL AND MULCH. 3. ROUGH GRADE ALL WITHIN 1 FOOT OF E ATNONiS INDICATED BEFORE PLANTING. PROVIDE POSITIVE DRAINAGE AWAY FROM EOVPLIEHT SLABS. BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW SPOTS AND STANDING WATER N. REWORK (DRY.SCARIFY, ETC.)ALL MATERIAL NOT SURABLE FOR SUB GRADE IN ITS PRESENT STATE AFTER REWORIING. PTHENATER RDAAINSUNCU $UITABLF. UNDERTANDREPLACE WITH SUITABLE MATERIAL AT CONTRACTORS EXPEl6u ALL SUB GRADES AND AGGREAGATE BASE COURSES SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM DUMP TRUCK AND ANY SOFT SPOTS SHALL M REWORKED OR REPLACED UNTO PASSING PROOF ROIL S. BLOM NEW GRADES NATURALLY INTO EXISTING GRADES & MAINTAIN POSDIVE DRAINAGE ON THE SITE AT ALL T&fE3. XLL=.G KEEPING ALL ECSTING AND NEW DITCHES. PIPES AND OTHER DRAINAGE STRUCTURES FREE FROM OBSIRU(=ON. ANY DAMAGE RESULTING FROM FAILURE TO COMPLY SHV.L BE RDAEOIED BY CONTRACTOR T. TREQUIRED. WVNTAN CONTINUOUS EROSION CONTROL ON THE DONNSTREAM SIDE OF THE SITE & IN LANDSCAPE AREAS. FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE DETAILS INDICATED ACID BE MOUNDED 61NCFES W THE CENTER OF THE BED ABOVE THE EDGE OF THE LANDSCAPE AREA 9, DO NOT PLACE FILL OR EM[W—ENT MATERIAL ON M02EN GROUND. DO NOT PLACE FROZEN MATERIALS. SNOW OR ICE IN ANY FILL OR EMBANKMENT. 10. NOTIFY OWNERS RpRESENTATIVE IF MODIFlCATKMiS TOTE PItOPOSED GRACING SEEM NECESSARY AND OBTAN APPROVAL PRIOR TO STARTOF WORK 11. FOOTINGS SHALL BEAR ON FIRM. NATURAL UNDISTURBED SOD- OR ON ENGINEERED FILL (COMPACTED TO IS%ASTM MN). ENSURE THAT EXCAVATIONS ARE FREE OF ORGANIC MATERIAL DEBRIS. OR OTHER FOREIGN NATERIAL NOTIFY OWNERS REPRESENTATIVE IF ANY UNUSUAL CONDITICNS ARE EMCAUNfERED. ti FO.LAND SLAB BASE MATERIAL SHALL BE YC MINUS CRUSHED ROCK PLACED IN W (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 96X ASTM DG9& CONCRETE NOTES: 1. CONCRETE AND RENFORCIMG SHALL CONFORM TO THE FOLLOWING REOUIREMENTS CONCRETE CONSTRUCTION ACI316 CEMENT ASTM CIM. PORTLND CEMENTTYPE 6. WINO REINFORCING STEEL AST( A615 INCLUDING SUPPLEMENT SI}GRADE 60. "a KSL UNO WELDED WIRE FABRIC ASTMAIES SPIRAL REINFORCEMENT ASTM A615. GRADE W. Y•60 KSI ANCHOR BOLTS ASTM A 7 GRADE w REPAIR YJELLXNG ASTNA706 NOTES ANY BARS SO NOTED ON THE DRAWINGS STILLS BE GRADE W. M W KSL RETNFORCW G COMPLYING Wlill ASTM A615(51) WAY BE WELDED OH&Y 6 NATE3IAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPEGFlED IN LAWS. DM ARE SUBMITTED. 2. CONCRETE PROTECTION(COVDTI FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE S FORMED SURFACES DPOSED TO EARTH OR WEATHER (_ 16 BARS) T FORMED SURFACES EXPOSED TO EARTH OR WEATHER (SASBARS) llt SLAIJSAND VJALl-. (INTERIOR FACE) Yt' 3. AIR ENTRAIN ALL CONCRETE WITH SURFACESEXPOSED TO WEATHER WITH AN AIRiNTRNNONG AGENT CONFORMINGTO ASTM C26& GSA. C510. C96B AND MM7. AIR ENTRAIN CONCRETE E-OSED TO FREEZING AND THAW WG WHILE MOIST IN ACCORDANCE Ymm ACI 318. SECTION 4.4.1. N. DETAIL. REINFORCING STEEL (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1315 AND 31& LAP ALL CONTINUOUS R IFORCEMENT AT LEAST 7D BAR DIAMETERS OR A MINIMUM OF Z-0. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST W BAR DIAMETERS OR A MINWM OF 7-0-. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF C AT SIDES AND ENDS S. PERFORM WELDING OF GRADE Po REINFORCING BARS OF REOUIREDI USING LOW HYDROGEN ELECTRODES PERFORM WELDING OF GRADE iO REINFORCING BARS OF REQUIRED) USING E70 XX ELECTRODES DO NOT WELD WTON r OF COLD BENDS IN REINFORCING STEEL C. DO NOT FIELD BEND REINFORCING PARTIALLY EMBEDDED IN CONCRETE UNLESS SPECIFICALLY SO DETAILED OR APPROVEDBYTHE ENGINEER. 7. SUPPORT BINS ON CHARS OR DOBE BRICKS. & FURNISH NONSKWNK GROUT BY AN APPROVED MANUFACTURER KX AND PUCE IN STRICT ACCORDANCE WITH THE MANUFACTURERS WBLSHEO RECONA�TIONs GROUT STRENGTH SKWL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT S PLIED (3 KSL WKMUM), 9. ALL EXPANSION ANCHORS TO —T, BRAND. UNO. TEST � ANCHORS TO CONFIRM CAPACITY LK WANED BY ENGINEER AND LOCAL JURISDICTION. STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL SIR.ILL CONFORMTO THE FOLLOWING REQUIREMENTS: WIDE FLANGE SHAPES ASTM ANZ GRADE SO SHAPES. PLATES. ANGLES. L RODS ASTM A G. Fy 3G XSI SPECIAL SHAPES AND PATES ASTM AM Fy SO KSI PIPE COLUMNS ASTMA53, Fy3SKSI SRUCTURALTUBING ASTM ASOO, Fy<ACSI ANCHOR BOLTS ASTM A30T CONVECTION BOLTS ASTM A=1 WIST-0FF 2 BASE STRUCTURAL STEEL DESIGN. FABRICATION AND ERECTION ONCWDING FIELD WELDING HIGH STRENGTH FED BOLTING, EXPANSION BOLTS. AND THREADED EXPANSION ANCHORS) ON THE AISC-SPEC6ICATION FOR THE DESIGN. FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITOR 3. HOT DP GALVANIZE AFTER FABRICATION PER AIZVA1 00 ALL STEEL EXPOSED TO WEATHER AND WHERE NOTED. N. CONFORM TO ALLAISC AND AWS STANDARDS FOR WENDING. PERFORM WELDING BYANSVAWS D1.1 CERTIFIED WELDERS USING ETO XX ELECTRODES USE ONLY TINE-0UAUFIED WELDS AS DEFINED BY LAWS. S. PROVIDE COLDiORMEp STEEL FW WINGMEMBERS OF THE SHAPE Ste. AND GAGE SHQIN ON THE PANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING.SH.LLLCONFORMTO THEAIS2 MMCATDNFORTHEDESIGNOFCALD.FOTLAEDSTEEL STRUCTURAL MEMBERS. & FOR BOLTED CONNECTIONS. USE 3JC DNA. BEARWGTYPE A= BOLTS WITH A MINIMUM OF TVO BOLTS. UNO. T. FOR NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING. USE SW MA, A307 BOLTS. LINO. 0. PREPARE AND PAIN IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN I _STRUCTIONS. LINO. S. TOUCH UP ALL FIELD DRILLING. WELDING AND CUT SURFACES WITH 2 COATS OF GALVACON(LNC RICH PAIR) OR APPROVED EDUAL PROJECT INFORMATION: 1. CONTRACTOR SIULL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPO SLE FOR SAME Z. TOS S AN UFNM,,N NE6 FAOILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE I CTYSWrrCN CERTIFIES THATTHIS EQUIPMENT FACRIT' VALL BE SERVICED ONLY BY CITYSMTCH EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS TINS FACILITY WILL BE FREWENTED ONLY BY SEANCE PERSONNEL FOR REPAIR PURPOSES ONLY. A NO POTABLE WATER SUPPLY IS TO BE PROVIDED ATTHOS LOCATIOk S NOWASTATER WILL RE GENERATEDAT TIS LOGTON. & CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO THE SITE 7. INSTALLATION OF PROPOSED TOWER WITH ANTENNAS. RADIOS AND LINES INA PROPOSED COMMUNICATION FACILITY WITH SHELTER AND GENERATOR DESIGN CRITERIA DESIGN WIND SPEED: 161 MPH (ULTIMATE }SECOND C UST) DLPOSUFE C RISK CATEGORY: 0 VB M, LLC TSII PAJM OF Hoc wTOKRATON.fIXRSUITE93 ay.DR smt If%WmICiNTA dR SUTC ttIA-0 . NFRI.GTT uCRNRC - 5[RViL-06 SUBMMALS moo`"upAA7r,'AA, ass: -•-•- -�� -� Q 11: y�GENSF1. �O: No 52750 ��-- SA E OF •� STATE UCENSE NO C" PR-007228 US-FL-7D60 SENOR TEQUILA rAvnwwc n. 6NC2102 2560 39TH STREET SW NAPLES. FL 34117 GENERAL NOTES SLECTRICAL NOTES GENERAL GENERAL CONOTTIONS A CONTRACTOR SMALL RLSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARABJG DURING THE Bm PERIOD N REGARD TO THE CONTRACTORS FUNCTIONS THE SCOPE OF WORK OR ANY OTHER ISSUE RELATED TO THIS PROJECT SMALL BE ISSUED TO CONSTRUCTION MANAGER IN WRITING FOR CIARIFICATION PRIOR TO SUBMITTAL OF BID AND CONTRACT AWARD. B. THE CONTRACTOR SMALL OBTAIN PERMITS, LICENSES. MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION OF WORK UNDER THIS SECTION C DRAWINGS SHOYl THE GENERAL ARRANGEMENT OF ALL SYSTEMS AHED COMPONENTS COVERED CINDER THIS SECTION THE CONTRACTOR SMALL FIELD VERIFY ALL DWENSO DRAWINGS SMALL NOT BE SCALED TO DETERMINE DIMENSIONS. LAWS, REGULATIONS, ORDINANCES. STATUTES AND CODES A ALL W om SMALL BE INSTALLED IN wCCDRDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NECI APED ALL APPLICABLE LOCAL LAWS. RECVLATIONS. ORDINANCES. STATUTES AND CODES. CONDUIT BENDS SMALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. REFERENCES A THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE RECUBi£MENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK LNCUJDED IN TrtS SPEC]RGTON SILL CONFORM TO THE APPLICABLE PRTUISON OF TTESE PUBLICATIONS. 1. ANSMEEE(AMERICAN NATIONAL STANDARDS INSTITUTE) Z ASEM (ALERICAN SOCIETY FOR TEE TNG AND MATERALS) 1 ICEA BPbTI.ATED CABLE ENGINEERS ASSOCIATION) A NFJAA(-MC— ELECTRICAL LMNUFACRFER' ASS4CIAAT9" 0. NPPA(NATIONAL FIRE PROTECTION ASSOCIATION) 6 OSMA (OCCUPATIONAL SAFETY APED HEALTH ADMIKSTLATION) 7. 1(NDERWRITERS LABORATORIES. WC.) L CARRIER GRWNOING AND BONDING STANDARDS. LATEST EDITION AND COMPLY WITH CARRIER GROUNDING CMECKUST. LATEST VERSION SCOPE OF WORK A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR MATERIAL, AND ASSOCIATED SERVICES REOWRED TO COMPLETE REQUIRED CONSTRUCTION MID BE OPERATIONAL B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SMALL BE PROPERLY TESTED. ADJUSTED. AND ALIGNED BY THE CONTRACTOR C THE C09MACTOR SMALL BE RESPONSIBLE FOR ALL EXCAVATING. DRAINING OF TRENCHES. BACIffRLING AND REMOVAL OF EXCESS GIFT. D. THE CONTRACTOR SHALL PREPARE A COMPETE SET OF AS-BULT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT CONDITIONS. AND CHANGES MILE COMPLETING THIS CONTRACT. THE ASDUILT DRAWINGS SHW1 BE SUBMITTED AT COMPLETION OF THE PROJECT. PRODUCTS GENERAL A ALL MATERIALS .WD EQUIPMENT SMALL BE UL LISTED. NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EOUPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUTABLE FOR THE USE INTENDED. C ALL EOUPAENTS BEAR THE UNDERWMITERS LABORATpRES LABEL OF APPROVAL AND SMALL CONFORM TO REOUIREMNENT OF THE NATIONAL ELECTRICAL CODE 0. ALL OJERCLRRENT DEVICES SMALL HAVE AN ITERUPTNNG CURRENT RATING EQUAL TO OR GREATER THAN THE SHORT CIRCUIT CURRENT AVAILABLE 10.=MC MINIMUM- VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL ECLAPMENT. MATERIALS AND EQUIPMENT. A CONDUT: 1. PoGDMETALCONDUIT(WC)SNNI BE HOT-0IPPED GALVM➢ZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADOTTION TO GALVANIZING Z LIQUID TIGHT FLEXIBLE METAL CONDUIT HANG) SMALL BE UL LISTED. 1 CONDUIT CLAMPS. SNAPS AND SUPPORTS SWA.L BE STEEL OR MALLEABLE IRON ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHTTYPE. <. NONMETALLIC CONDUIT AND FITTINGS SMALL BE SCHEDULE NO PVC UNLESS SCHEDULE N PVC S SPECIFIED. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACNRER iT BTS, LLC B. CONDUCTORS AND GABLE v s > 1. CONDUCTORS AND CABLE SMALL BE FLAMS4MTAR0,04f. MOISTURE AND HEAT RESISTANT T) 8WOPI/S71G SINGLE CONGUCTOR COPPER. TYPETMMNRHWIMZ 600VOLT.SIZE^$IDIGTED,112A1VG SMALL BETNE MAMA -SIZE CONDUCTOR USED. `. Z I10 AWG ANO SMALLER CONDUCTOR SMALL BE SOW OR STRANDED AND IB AWG AND LARGER CONDUCTORS SMALL BE STRANDED. SOIL ppMAAI ;DATA DIL SATE 1 I A-0 tA1Pw FL ffiL 3. soLDO,= COMPRESSI@LTYPE CONNECTORS SMALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. ,L STRAPLRELEF SUPPORTS GRIPS SMALL BE HUBBELL KELIEMS OR APPROVED EQUAL. CABLES SMALL BE SUPPORTED IN - . NNGRA�"TPUCTLIR[ GCNMCCS ACCORDANCE WITH THE NEC AND CABLE MANUFACTURERS RECOMMENDATIONS. S. ALL CONDUCTORS SMALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR AT ALL PULL BOXES.1 XES. EQUIPMENT AND CABINETS MID SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT. BRADY. OR APPROVED EOUALM ^^� ^•^•"'� •"• ^^"""• C. DISCONNECTSWITCMES. 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY. DEAD -FRONT. OWCHN.AKE OUICMMEIK EXTERNALLY OPERABLE HANGLELOCKASLEAN INTERLOCKWITHCOVERINCLOSEDPOSITIONRATINGASINDICATED.ULLABELEDRIRNSHEDW _ AAa SUB&NITTALS NEMADR ENCLOSURE SOUARE-D OR ENGINEER APPROVED EQUAL MI6 D. SYSTEM GROUNDING 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND CROUNDNG CONDUCTOR SHALL SE ILA AWG BARE SOW. TINNED. COPPER ABOVE GRADE GROUNDING CONDUCTORS SILL BE INSULATED WHERE NOTED. 2_ GROUNDING BUSES SHALL BE BARE TINNED ANNEILLFD COPPER BARS OF RECTANGULAR CROSS SECTION STANDARD BUS BARS MOB. SMALL DE FURNISHED AND INSTALLED BY THE CONTRACTOR TREYS NOT BE FABRICATED OR MODIFIED INTHE REED. ALL GROUNDING BUSES SHALLBE mE M= WITH MPIMINM 3 LETTED6 BY WAY OF STENCILING OR DESIGNATION PLATE 3. CONNECTORS SHALL BE NGH.CONDUCTIVITY. HEAVY DUTY. LISTED AND LABELED AS GRWNDING CONNECTORS FCRTHE MATERIALS USED. USE TWOJHOLB COMPRESSION LUGS WRM MEATSMRIKK FOR MECHANICAL CONNECTIONS INTEW OR CONNECTIONS USE TW6HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR MEAT SHRINK <. AND COMBINATODED CONNECTIONS SMALL BE PROVIDED IN NIT FORM AND S NOF CONDUCTORS AND OTHER ITEMS TO BE CONNECTEDSELECTED FOR THE SPECIFIC TYPES. SIZES. S GROUNDRODS SMALL BECOP'ERLTADSTEELWITMNGHSTRENGTHSTEELCOREANDELECTRCLY IC-GRADECOPPER OUTER SHEATH. MOLTEN WELDED TO CORE SIBX a0 . ALL GROUNDING RODS SHALL BE INSTALLEDWITH INSPECTION SLEEVES G. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDLTS N COMPJANCE WITH THE CARRIER SPECIFICATIONS AND NEC THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED TOALL METALLIC JUNCTION BOXES. PUL BOXES. DISCONNECT SNITCHES. STARTERS. AND EOUIPMENT. E.OTRQ2IATEAIAS: 1. THE CONTRACTOR SHALLPROVIDEOTMER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED. WNCH ARE RECUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OFTHE WORK Z PROVIDE PULL BOXES ANO JUNCTION BOXES VMERE SHOWN OR REQUIRED BY NEC, ��(��: VLGE+NNYSF•gBr�� _ NO 32750 :f - STATE OF ,:: t q 4i II�\'sue OM�i F. PANELS AND LOAD CENTERS DENN6 D. ApEL PE FON INFRASTRUCNRE SERWCES. LLC 1. ALL PANEL L..ASELS AND SCHEDULES SHALL BE TYPEWRITTEN. EXECUTION: STATE LICENSE NO. L'NSI GENERAL: roixv PR-00722E A ALL MATERAI AND EQUIPMENT SMALL BE INSTALLED IN STRICTACCORDANCE WI H THE MANUFACTURERS RECOMMENDAnD . P1cc & EOMMEW SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER AND AGAINST CHEMICAL OR US-FL-7040 MECHANICAL IN.IURY DURING INSTALLATION AND CDNST =ON PERIODS. _ LABOR AND WORKMANSHIP: SENOR TEQUILA A ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EOUPUENT FUFWMKED FORTHE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EWERENCED WAREMEN.IN A NEATAND WO� MANNER 0. ALL ELECTRICAL EQUIPMENT SHML BE ADJUSTED. ALIGNED AND TESTED BYTME CONTRACTOR AS REWIRED TO PRODUCE 9NC2102 THEINTENDED PERFORMANCE AooRr; C UPON COMPLETION OF WORK THE CONTRACTOR SMALL THOROUGHLY CLEAN ALL EXPOSED EQIPMENT. REMOVE ALL LABE1SANQ ANY DEBRIS. CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION 2560 39TH STREET SW NAPLES. FL 34117 A¢iTmt GENERALNOTES RFCTRUCAI NOTES'OCN11W1F01 cWRDINAnoM A. THE CONTRACTOR SMALL COORDINATE THE INSTALLAMON OF ELECTRICAL REVS WITH THE OVvNER4URNd4¢D EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK INSTALLATION: A CON C=. 1. ALL ELECDUC.LL WRONG SMALL BE INSTALLED IN CONDIIfT AS SPECR(D. NO CONDUIT OR TUBING OF LESS THAN 34 MOM TRADE SC. 2 PROVIDE RIGID PVC SCHEDULE W CONDUITS FOR ALL RISERS. OR WHERE RIGID OTTERWL`E NOTED. 3 INSTALL SCHEDULE AD PVC CONOULTSVRN A MINSAUM COVER OF 3A' UNDER ROAOW YS PARKING LOTS, STREETS, AND ALLEYS CONDUIT SMALL HAVE A MINIMUM COVER OF IW IN ALL OTHER NONLTRAFRC APPLICATIONS (REFER TO BHT NEC. TABLE=5} A USE GALVANf®Fl.00SLE STEEL CONDUIT WHERE OIRECT CONNECTION TO EQUOVENTNIM MOVEMENT. VgBRATION, OR FOR EASE OF MAINTENANCE USE LIQUID TIGHT. FLEXIBLE METAL CONDUIT FOR OUTDOOR APPUCATIOKw, INSTALL GALVANIC FLEKIBLE STEEL CONOLAT AT ALL POINTS OF CONAJECTICN TO EOUHRMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACT10N1 S. A RUN OF CONIDUR BETWEEN BOXES OR EQUIPMENT SILL NOT CONTAIN MORE THAN THE EOUVALEHT OF THREE 00 DECREE BENDS MAX. CONDUIT B SHALL BE MADE WITH THE M LISTED BENDER OR FACTORY! N DEGREE ELBOWS MAY BE USED. ti FIELD FABRICATED CONDORS SHALL BE CUT SQUARE WITH A CONCUR CUTTING TOOL AND REAMED M PROVIDE A SMOOTH INSIDE SURFACE 7. PROVIDE IASUUTED GROUNDING BUSING FOR ALL CONDUITS G CONTRACTOR tS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTMUCTICAL TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SMALL BE PLUGGED OR CAPPED TO PREVENT ENTR.W CE OF MOISTURE OR FOREIGN MATTER CONTRACTOR SHALL REPLACE ANY CONDUCTS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE COMIDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES CONDUIT SMALL SE FREE OF DIRT AND DEBRIS 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONCURS. IDENTIFY PULL STRINGS AT EACH END. 11, tHSTALL TNIGHLr VISIBLE AND DETECTABLE TAPE Tr ABOVE ALL UNDERGROUND CONDDTIS ANID CO IDUCTORS 12 CONDUITS SMALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. '11 PROVIDE CARE DRILLIN AS NECESSARY FOR PB.ETRAnONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING, 00 NOT PENETRATE STRUCTURAL MEMBERS ANCHOR SLEEVES. PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WRM TIRE RATED MATERIAL WHICH SHALL WuNTAIN THE FIRE RATING OF THE WALL OR STRUCTURE FIRE STOPS AT FLOOR PENETRATIONS SMALL PREVENT PASSAGE OF WATER SMOKE. FIRE. ANO FUME& ALL MATERNL SHALL BE UL APPROVED FOR THE PURPOSE 6 CONDUCTORS AND CABLE 1. SPLICES SHALL BE LADE ONLY AT OUTLETS. JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE 3. PULLING LU9RUGAITS SMALL BE UL APPROVED. CONTRACTOR SMALL USE NYLON OR HEMP ROPE FOR PUU-MG CONDUCTOR OR CABLES INTO THE CONDUIT. 3. CABLES SMALL BE NEATLY TRACED, WITHOUT INTERLACING. AND BE OF SUFFICIENT LENGTH IN ALLDOXES MD EQUP.ENTTO PERMIT MAKING A NEAT ARRANGEMENT. CABLESSHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS CONDUCTORS SHALL M PROTECTED IRO. MECMAMCAL INJURY AND MOISTURE SHARP BENDS OVER CONDUIT BUSHINGS IS PROI®RED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE W NTACTOR'S EXPENSE C. DISCONNECTSWRCHM 1. INSTALL DISCONNECT SNITCHES LEVEL AND PLUMB. CONNEGTTO WIRING SYSTEM AND GROUNDING SYSTEM AS INJDrlTEO. D. GROLUNOINQ 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMEMWWCH DO NOTCARRY CURB ITSMALLBE GROUNDED IN ACCORDANCE VIM THE REOUINEA(ENTS OFTHE BUILDING NANUFACRIRER. CARRIER GROUNDING AND BONDING STANDARDS. LATEST EDITION. AND COMPLY WITH CARRER GROUNDING CHECKLIST. LATEST VERSION AND THE NATIONAL ELECTRGL COOS 2 PROVIDE ELECTICAL GROUNDING AND BONDING SYSTEM RDIGTED WITH ASSEMBLY OF MATEIALS,INCLUDING GRO NGELECTRODESBONDINGJUMflERSANOAWRIONAL ACCESSORIES AS REQUIRE FOR A COMPLETE INSTALLATION 3. ALL GROUNDING CONDUCTORS SMALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BEIM ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRNGHTEST PATS POSSIBLE TO MINIMS TRANSIENTYOLTAGE RISEG. A, BUILDINGS MOTOR NEW TOWERS GREATER THAN7S FEET M HEIGHTAND WHERE TIE—N GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWER. AND WATER TOWERS GROUNDING MG. TO THE DOSTING GROUNOMG SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 7D AM COPPER ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EUBSTING GROUNDING BYSTEM. THE BUMMING STEEL COLUMNS. UGHTNONG PROTECTION SYSTEM. ANC, BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY} SEESTA NDAM 5722 S TIGMTENC OUHM CMD30N MOCONNECi.MCLUDINGSMEWSANDBCLTS.INACCORDMCETNIH MANUFACTIIRE PUBLISHED TORQUETGHTENNIG VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURERS TORQUINGREOUREMENTSARENOTAVAILABLE.MIN B CONNECTIORSMCOMPLYWITH TIGHTENING TORQUE VALUES SPEORED M UL TO ASSURE PERMANENT AND EFFECTNE GROIAI MCL G CONTRACTOR SMALL VERIFY THE LOCATIONS OF GROUNDING TEa INTS TO THE- EIOSTMG GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SMALL BE MADE BY THE E%OTNERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE NMUFACMREKS INSTRUCTIONS T. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECDONS SMALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BONG PER—ENYLY CONCEALED. S APPLY CORROSIONRA3HSTANT RMSI M FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTNE COATINGS HAVE BEEN DESTROYED. USE KOPRSHMlD ANTI-0KIQATON COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. ASEPARATE, CONTINUOUS. INSULATED EQUIPMENT GROUNDING CONDUCTOR SMALL BE INSTALLED IN ALL FEEDER AND BRANCH QRCURS 1D. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE AB AWG GROUNDING CONDUCTOR TO A GROUND Bus. 11. DIRECT SUITED GROUNDNG CONDUCTORS SHALL BE IAISTALIID ATA NOM DE'M OF=MINIMUM BELOW GRACE OR C BELOW THE FROST LINE USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE AB PVC CONDUIT. J3 DRIVE GROUND RODS UNTIL TOPS ME A MMMUM DISTANCE OF 3D' DEPTH OR C BELOW MOST LINE USING THE GREATER OF THE IWO DISTANCES HA, CONTRACTOR STALL REPAIR ANWOR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE ACCEPTANCE TESTING: A CEFMRM PERSONNEL USING CERTMED EQUIPMENTSHAIL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION B. WHEN MATERULMUOIOR WORKMANSHIP IS FOUND NOTTO COIB'1.YWITHTHE SPEOFLED REOUREMENTS.THE NONNbMPLYING ITEMS SHALL BE RBACr EM FROM THE PROJECTSn E AND REPLACED YATI ITEMS W.PLrN G WITH THE SPECIFIED REQUIREMENTS PROL67LY AFTER PECBPTOF NOTICE FOR NO9=MPUANCE C. TEST PROCEDURES` 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SMALL BE FOR ONE ARVUT USING 1MV DO PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS 2. PRIOR TO ENERGONG ORCVRRY. TEST WMNG DEVICES FOR EIECTICALCONTINUTYMD PROPER POLARITY COMECTIC NS S MEASUREAND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT REPORTOF MAXIMUM AND MINIMUM VOLTAGES. A, PERFORMGRWNDINGTESTTOMEASUREGROUNDMGRESLSTMCEOFGROUM GMTELILISNGTIEEEE STANDARD3PUO -FALI.OF.POTOTnAVMETHOD. PROVIDE PLOTTED TESTVALUES AND LOGTON SKETCH. NOTIFYTHE ENGINEER IMMEDATELY IF MEASURED VALUE IS OVER 5OH.S. PB BTS, LLC T'JO rARK of mMnHER¢ oR5LAT0310 MouRATDN,R3NIDN 1 • •lrlvuJLLt . MNFRASTCUCTURC �CRMCL Ic SUBMITTALS fit?: ��GEn1S�.9B�y �: Na S2750 z 0', STATE OF 0RI IBOG'Ii -EMIR O. ADEL PE CUM IMRASTRUCTVRE SERACS. MC STA CG STATE UfiTSE No, L" LSD �AOA MAeR PR-007228 US-FL-7D40 �f[uNC SENOR TEOUTLA 6NC2102 2560 3T STREET SW NAPLES. FL 34117 GENERALNOTES G N-4 GUYED TOWER AT .m. uAiNre+AN� RMD n.,mv ZOMNG LEGEND - - - - - RW-6 .. .. ._ .. %� C-4 cc Riff-12 C-2 C-3 cvrvRc iAND usE tEGFND UFGAN RESMENML ESTATES OESIGMnON M OLE SENOR TECUM'S FWE EDOCM GPoLL 21E AVE Sw rani) RSF-3 c ?]rE RL SW RMF-6 GOLDEN GTE— C: IB BTS, LLC Tso ruac or cc.R.¢R¢ oR. amEao nor,E RAroR ELaEm T .. M-obfkr TunaA cis Enw:TT:uc�urzc -. SUBMRTALSG��¢ NW RISIOENML G3 sTRucruaE RT') _ AVE SW ...__ _ NE RESIDQ1nwL STRUCTURE AGRioxM m )" G2- \ I `3E2SRESL Lttirtlf rr Or No S27SO tf SW RESmBlliwl sEvwRAnON oN RAMnus STRUCTURE _ b STATE OF : Az� •`��SS��NAi �``G` '> OS-S0.MaE PE GC e s EW INFliwSiRUCiURESER,SES.uc � UCErsE NO. � PR-007228 US-FL-7040 21NAVE SW �xuF: SENOR TEOUTL4 9 6N7; = 2560 39T7STREET SW NAPLES. FL 34117 ZONING 6 LAND USE E Z-1 NOTES: BETTY G VOfZr?" 1.) SITE PLAN H BEEN DEVELOPED FROM SLRivEY TAX PARCEL NO. ]CCtWOD06 PERFORMED ITY OEOLIE SYIN URVEG. WC_ DATED OFRCW. RECORD BOOK IDST. PAGE WO =42 2)SITE LOCATIONL TEO tN ZONE X ACCORDING TO ROOD INSURANCE RATE W COL NRY PANEL NN/BER T2OZICOYBM GATED MAY 16. ZOtZ S) SEE GENERAL NOTES ON SMEET GN-1. 4.1 ZZS TO NEAREST RESIDENTNL STRUCTURE SEE SHEET Z-1. 20MNf. LF�FNG E C-2 FLms.E LwNo usE LGGENo- Es Ar-s D-31CNAT10N C RENE GONTALEZ r7hSTiNG UGNi POLE f OFFlCIAL RECORD BOOK 419, PI1GE= PROPOSED 1ASC- _ MONOPINETO.'m PROPO5 ED20'a "Dc SEE ELEVATION ACCFSSIIIidRY --__ ^_—SNEETC2 r EMSTN,G 2 iI ----- —----------- _ _ �� E%LSTING ASPHALT J o PROPOSEolWT`N1DE _PAVED AREA UTDJTYEASEMENf PROPOSEDIT WIBEJ p _.— LANDSCAPING BUFFER E)aSTING EXfSTTNGTFEES - OVERHEAD NALEC CDRPORATDN PO.YERLINES TAX PARCEL NC. J0051200000 �P') _ . - i (�) OFFR711L REGORO BOOKS505. PaGET� PROPOSED TfI'-0•A TD'C LEASE AREA PROPOSED AO'-0YACd- FENCED SHEET CC — SEE SHEET C_ IF(Y yND — c.o — crw — E-OVERNFt.D POVrER — X — X — X — P.CHAINUNK FENCE E!JWNLINK FENCE EENT P.EASENENT ERICMTCp— _ P-LEASE AREA E-ROAD P.ROAD P-PROPERTY LINE ANroNN MEDwA TARECOPARCEL NO. ]BfI5R�0 OFFlCMi RECORD GOOK =. PAGwGC WI OVERALL SITE PLAN 0 70' 140' I1• SCALE-1-• 21AOS SCALE t' 37 JS REOUMEDTS -RADIUS EUSTWG — TOwERFA1.LZDNE (FROM OUTER EDGE OF OVETLIEAD OWErJIli Po"I F.S TOWERI PROPOSED T—'- WDE ACCESS DRIVE -- EOUIRED2T OMPOUNDSETBACR PCT � o ) I I �� -- ^..STP1G I- ` .\SP l _ !1 ; AREE A [ i k ` PROPOSED T!-0' WUE — ACCESS GTE SEE DETAM3KEETGS. -. IJ.RRY NVAiENCE TAX PARCEL N0. ]DISiB OFFICIAL RECORD DOOM PAGE=- SETYAC%S RE-0U6ED FRONDED ra- Td r_a' r_a• uoc TZa' A61� ZSt 65r 25fT 2i1T t92S 'u"-0' 19T•10' IT ars, LLc --of COMNCR¢ DR.-- BODARATDN.FL- T • -; M�� STDt f1CNlNV�CIXiF1'DR SUBE ttOAi ��11NN F�J%Jt `FRASTRUCTURC y SERVICES n`SU13MMALS .•n Nc 52750 -:< = STATE OF .- S1�NAi 11%.�'N� OSDG 7 JENN6 D. ABEL PE DH INFFwSIRURURE SE.R�CES. LLC � Y'L TaTE ucEruE No. azrn PR-007225 US-FL-7040 SENOR TEQUILA cSNC2102 256D 39TH STREET SW NAPLES, FL 34117 ZONING & LAND USE Z-2 L) TMS PUN IS SUBJECT TO ALL EASEMEHTSMID RESTRIC:tONS OF RECORD. 2.) NO SICNG1OlVT NOISE SMOKE. DUST. OR ODOR WILL RESULT FROM THIS FACILITY. 1)TM: FALSITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. TIRE IS NO HANDICAP ACCESS REOUIREM 6.)TFE FACILITY IS LIM" ED AND DOES NOT REOURE POTABLEWATER OR SANITARYSERVICE S) UTILITIES TO BE CONFIRMED DURNG SITE VISIT. 4) SITE PLAN AND PROPERTT LINES FROM SURVEY COMPLETED BY GEOIINE SURVEYING. INC. DATED DGRA.7922 7.) SITE LOCATION IS LOGTED N ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 1=1CW 16H DATED MAY 16. ROAR. A) PROPOSED TOWER IS W IMN SW -FEET OF EXISTING STA= MGHA'AY MID TRIGGERS GML=II. 9.) PROVIDE M=r.?E DRAINAGE FROU TOWER COMPOUND. 10.) EXISTMC DRIVE WILL PROVIDE EMERGENCY ACCESS TO THE S LE- 11.) THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REDUI RED IMPROVEMENTS Yd11IC11 ARE ERL:.ItSLSfENT WITH EASEMENT OF RECORD. i PARCEL INFORMATION CWAIER PEG NAPtES. LLC ZOMNQ C-2 FUTURE LAID USE ES- ESTATES DESIGNATION PARCEL NUMBER: 380541 GOD07 LATITUDE: 2Q1E-'H97' LONGITUDE d1.GEi101' ".I- - C.P — p+ — &OVERHEAD POWER — X — X — X — P-CIUINLNK FENCE —X—A—X— E.OWNLIK FENCE — — — — — — — E{ASEMENT — — — — — — — P-FSEMEYT Xw. —.cA— EJ21CM OF w,Ar - — PEASE AREA — — — — — — — E-KLVORCONTOUR E-GBNOR CONTOUR — — — — — — — P-IAAIOR CONTOUR ______________ P-MNOR CONTOUR &-ROAD P-ROAD P-PROPER Y LNE P-WALL RENE GONZALEZ SETBACKS: ITEM DIRE 10, REQUIRED PROVIDED TOWER NORTH TZ- T-0' SOUTH EAST 77-0' 22C$ VlEST 7Zl <OT$ COMPOUND NORTH SOUTH d 4T� EAST 2+^d 19Z-T v+Esr �a 3�r-1P I- REQUIRED T2'-0': RADIUS 1B T BTS1 LLC T� Putt OF OpuuE1YE DR RR2� BOG MTOK R �1C. :Xn Dcnuuvca vcoR. SURE 1tBA8 AMPS R iK'lI . INFRG6YRUCTURy C SOtV C6 E%STI G OVE^..HEAD PQA� I15 j § j y PROPOSED 2>-0' WIDE OFFlCULL RECORD BOOK A 9PAGE 296 c...ai�.•.auw.�{yP_� (ODmOVTER EDGE OF ACCESSfUTIMTY 11PPRDIDMATEWET.WO �1L.-d. PROPOSED ll$WIDE a a O REOUP.ED ORDO WGPG OTJ2 DELINEATION LINE TRACT 143 YONOPPIE TOWER ACCESS DRIVE COMPOUND •: SETBACK SETBACK - '_ — m °°67WG DRIVE - _ _ -_ ', _ APPROImlA7EwE7UND V- _-- -� - --- —_ — —_ _ -_'FLOOD ICNE_-r - -- -- -- -- y p.. s- _. - --____ PROPOSED SLT FBICE DURING CONSTiWCRON., - 'ODOzaKE• 5 1 W W � . I: I 1� 1 6 0-` i . t �. i C .. ll. i O%'• I e• \t__t C _--•LII Or- 1 r ASPHALT AREA chi a - ---'T--J .� \7D%a'm �.pLDEN uTE EsrATEs - - _ ors I UNITNO.2B 4. L _ - \ w •�— D.m � ONA i / y J I EXISTING ASPHALT � PAVED M.FA — —. —..—.—..—..� S 6 y3 � •'• r �I _ _ UTILITY EASEMEOR M f PROPOSED ISVIIDE PROPOSED IXd MIIDEACCEWGATE IV 0DOK Q7G PG991 ANDSCAPING BUFFER L I I y OFFICIAL HALEX CORPORATION TAX PARCEL NO.3t¢;L'00WG RECORD COOK S.'/Y.. PAGE TZC NDIE O E705TlG PROPOSED 7Vd TX— EOUVMENT SHOWN IN COMNUND AREA ISFOR NFORNATON pVEpREAp I cA¢E AREA PURPOSES ONLY. EOU516TXT WILL BE PERMITTED SEPARXTELY e POWERLJQIFS i - iTYPi PROPOSED AD'AY WALLED COMPOUNDUND ALLTREESSHOWN ON THIS PUN SHEETARE EXISTING SCUM LINE OF TRACT 16l SEE LANDSCAPING PION FOR PROPOSED PLANTINGS. TRACT 145 NOTE: BY FEDERAL LAW.ALL COMAUMC2ONS TONERSARE REQUIRED TO PROVIDE 1911 SERVICES AND THEREFORE MEETS THE COWER COUNTY DEFINITION OF'ESSENTVLL SEFMCES' EXOTC VEGETATION NOTE PER COLLIER GOUNTY DEFINITIONS. ALL PROMBIT'cD EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE ANO IT SN/LLL BE MAINTAINED FREE OF EXOTICS N PERPETUITY. MLOC immU 0 50' 100' t 1-1-SCALE I' R 2—W SCALE: 1' * 2S MSUEIMTITALS®ram NO 32750 •6<: i�p7. STATE OF '4V PPGya DENNIS D.AW L PE VII NFRASiRUCMSL.T:R1I4" LLL OA2@62 STATE LICERLSE NO.� I Av.APwR PR-007220 US+1-7030 SENOR TEOUILA BNC2102 256039TH STREET SW NAPLES, FL 34117 OVERALL SRE PLAN C-1 COLORED ALL-WIEA�Ell UE� MATEFMAL OR EOUNALENr AND SKALL BE NO MORE T� 117 APAST Z VEGETATION TO REMAIN LL BE S�CADED BARRERS � BE INSTALLED AT THE PSWETER Of PRJESaWSD VEGETATION ATTHE PER COUNTY DEFINITIONS, ALL PROHIBITED E)CITIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SKALL BE MAMAIMED FREE OF EXOTICS IN BTS, LLC COMMENCEMENT OF � SITE UPROVE.Em AND � REMAIN IN PLACE PERPETUrTy. (LDC 3.MML PARK��M__ UNTIL COMPLETION OF CONSTRuanom. VEGETATION AFFMO TO HEIGHT. ANCHOR BAFRIDCADE STAKES INSTALLED GRADE Vi VEGETATION BARRIER VE SEE DETAL THIS SHEXT. lid Ni PEI*,M7ED SEPARATELY .==NCE == _- --------------~~~~~ --------------=== ===~" _---'--_'—_ ~==== -------------- ~~.~=°TDUR =="=°=° --- _--------- ==ORCONTOUR =NOR CONTOUR == =REE LINE �� °� ��&�=° PROPOSED 2r4" ME UTL,,,, EASEMENT- SUBLIMALS PARKM SPAML FOR PROPOSED IFOR DUAL&�"� STATE LICENSE NO SEE SIHtEIET CZ FOR DUALS SENOR TEQUILA (TO BE REMOVED), 2%0 3917STREEr SW | TREE PROTECTION AND NOTE: EOUP+I.IENT SNOWN PI CCUPOUND nREl.6 FOR P60R1UTKM PURPOSE'. OILY. -Ni'Mt19E PERA4 SEPnRATELY LEGEND — ——.—.--- PS TFENCE P-W -.—.—.---.—•- P,CNNNLINKFENCE ____ ___ El-nSENENT ______________ NT E�GHT OF WnY ______________ EI RCONTOUR E WOR CONTOUR - - - - - - - - - - - - - - Pa OR CONTOUR P�WOR COMOUR E-ROAD PRWD P�OPERtt LINE ETREE UNE EtiSPHnLT DEVELOPMENT BOUNDARIES 0 40' 80' 1 TYtr SCnLO T.4z N O6' SCALE 1' • 27 1T BTS, LLC rt rutt or couurn¢ oa �uE_x BOG PATOK R A10T sx, eENu.LN �InEn Da TwPn R.vv . INFRA�'TiUCTURC SCRNCCS n¢SUBMITTALSL O' N. 32750 STATE OF IFS.<0R1D AL EN�� JENN6 O.nBEI PE MaTn.GO �N INFRASfitUCTU�ESER�tCES. LLC PR-007Z28 US+'L :0 SENOR TEQUILA SNC2102 2560 3917ST^I.EEr SW NAPLES. FL 34117 DEVELOPMENT BOUNDARIES C-1.2 TOTAL 2.38 100.00% FLUCFCS TABLE FLUCFCS TABLE FLUCFCS CODE DESCRIPTION ACRES NATIVE VEG. I PERCENT OF SITE 1415 RESTAURANTS 1.89 N 79.41% 411E3 PINE FLATWOODS W/ EXOTICS 50-74% * 0.20 Y 8.40% 743 � SPOIL AREA 0.16 N 6.72% 832 ELECTRICAL TRANSMISSION LINES 0.13 N � 5.47% Site inspection by Eric Muidownev on July 14, 2023 FLUCFCS Code 411E3 Dominant Vegetative Strata =Canopy 60% Schinus terebinthifolia 25% Pinus elliottii 5% Sabot palmetto 5% Quercus laurifolia 5% Cupaniopsis anacardioides ERC US-FL7040 Senor Tequila E-Reg Consulting; LLC !4vnc:131iuvi-SGS FLUCFCS Map er:o.�mw..�ooy,r�r:- ` 0( Source: Google Earth Pro, Image Date 1/5/7023. �'•==Con• ulNn�tnn: > 1 2 IP 4% c j C § � _Q - U � O O C PROPOSED ROD LIGHTNING ROD PROPOSED T.0131LE ANTENNA ARRAY FUTUREAHTENNA ARRAY ` FINITE ANTENNA AR1tAY KFUTURE ANTENNA ARRAY i� PROPOSED 1AV.- ...CANE TQVIER FUTURE CARRIER EWIPNEHTON EQUIPMENT PAQUPLATFORM NOTES 1.) THS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD, 2) NO SlNTbGk tT NOISE. SMOH - DUST. OR COOR WILL L RESULT FROM THIS FACILITY. 3.)THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REOUBRED. �) THE FACILITY IS UNMANNED AND DOES NOT REOLIVU2 POTABLE WATER OR SANITARY SERVICE S.) UTILITIES TO BE CONFIRMED DURING SITE VSTT. S) SITE PLAN AND PROPERTY LINES FROM SURVEY COMPLETED BY GEDIA E SURVEYING. INC. DATED =B 2m PARCEL INFORMATION OWNER; PEGNAPLES.LLC ZONING C.7 FUTURE LAND USE: ES-ESTATESDESIGNATION PACKER. NUAM)ER 7DOSA1G0p0T IATTRIDE S.tL'•19r LONGITUDE: -51.6E516t' U SITE LOCATION IS LOCATED IN ZONE %ACCORDING TO FLOOD INSURANCE RATE NAP COMMUNITY PANEL NUMBER 120:1C IGH DATEDMAY IG 20I2 s) PROPOSED TOWER S 1VITHIN 5004- TOF DIETING STATE HtGWAY AND TRIGGERS GML 231 FROSTING ASPALTI PAVED EXISTING LIGHT POLE AREA (TYP.) (TO BE RENIOVEDI PROPOSED S-0' ARCHfiECTURALLY 4________ _-____----- FMSHEDFENCE - PROPOSED T1MOBILE EQU�MENTBI �� SEE I--C1 I W SOFT. LEASE AREA 1 SEE SHEET C21 FOR OETNLS. 1 _ 1 _ _ 1 --- --- P CAISSON. rt I b LEAXAR[�_ _ PaoPosED urr i — YONOPINE TOWER 1 _ 1 SEE ELEVATION 1 b------- TINS SHEET L_ •_—«---------. -------------T 1==M I I I LEASE AREA CARRIER LEASE AREA i 1 —UK OF Wl - CRUSHED AGGREGATE WIO FINES SEE DETAIL.. SHEETCS NOTE THE TOV?ER AND FOUNDATION _ --- DESIGN FOR TMs 3TE AFE To BC DESIGNED fID TOSPORTATIEASf TOWER ELEVATION A CAARRIERS YIITH EOUEPArtM ns nD AS Si HONOVa' HERE NI 11ttr sCAIE- ITS UNOCCUPIED COLOCATION 1i•cTg SGL=' T.S. ME1Llrt" SHALL BE AVAILABLE FOR CO -LOCATIONS. IT BTS, LLC A PARK Of COwICRCC DR CHAT - I � YJ01BIXYwUVCENfERDit RATE I10 Ay TAMPA R iiDr - INFRADTRUCTURC ,'.CIMCCS EIaSTII+G ASPHALT AREA P�SU6MITTALS • PROPOSED YULT4OARRlER LffB7TT RACK PROPOSED 11'Y2Q PARIONG SPACE PROPOSED "t w"E ACCESS GATE (SE DETAIL SHEETC-3) 11 ___ !•MDN.OFYA- CRUSHED AGGREGATE FINISHED SURFACE SEE DETAIL SHEET CS PROPOSED It-d WDE ACCESS DRIVE _ (SWDETAMSHMC4U PROPOSED IS WIDE LANDSCAPING SILT FENCE DURING CONSTRUCTION COMPOUND PLAN 0 10 20 NOTE EQUPMEHTPOSES MCOMUPOUND AREAISFOR RIFORAATIDN PARATELS OT4r. EOUD'M1ENT YAL BE 2A• CALF: 1'•1Q PEilM4Tlta 5mARATEIv 2t1JC SCALE: t•-.^ ICENSE NO.,oewcme PR-007228 US-FL-7040 SENOR 7EOUILA 6NC21D2 .Pwcc 2560 39TH STREET SW NAPLES. FL 34117 COMPOUND DETAILS G2 NOTE EOUDMEMSNOnN M OCAPOUND AREA E: FOR MFORMATWN PURPOSES ONLY. EOUFXtF]TT W61 BE PERWTTED $EPAPATELY PROPOSED Cd'O G ON. (10 BE DONFRMCD). PRDPOSED t4? ONOPPIETOWEX 1R0POID T#tOBBE noO s DT-MOBILE GENERATOR. PPC CABINET. PROroSED T-MOBILe PROPOS w s OVERHEAD DRN LICNf TJIc81LE GENERATOR TORPPA0. MouNTEDTONfRMte POST. SEE SHEET C-T FOR DETNLS PROPOSEDIWFlr-0 LEASE AREA. IL L T-MOBILE GROUND EQUIPMENT D 5 E ,tY,r SCALE:!- - T M APROPOSEDTJ.nOB UTOATIC TRANSFER T PROPOSED T'Mo r Hi'RAME POST. (TW.1 PROPOSED 87� X 1Cd T OBILEEQUIPMENTPAD. SEE SHEET C- FOR DETA PRO -a T.MODILE BATTERY CABINET. PROPOSED TA,OMLE ssc cABwEr. PROPOSED TAtam FIBER BOX MOUNTED TO UwSTRUT FRAME PROPO ED Tat.. T TELCO BOX MOUNTED TO UWSTRUTFRAME 1 T k PROPOSED POSED- --PULL BOXES MOUNTED TO UMSTRUTFRMdE —,as-Tatam ICE DGE (iYP4.I PRaP0.-TiI0BD.E CAPS ANTENN, PROPOSED TdMOWLE ALARM MOUNTED TO NiRAME PROPOSED Ulu= RRIER lf1ILITY aACtL GROUND EQUIPMENT D 3' 6' „%lr SCALE W z.xTc scALE r. is IT T:p PARK BTS, UC OF COMCRCE 01L:tIRD BOU RATORRAIW '% BEHY-uM OEM — AXTE „0 b8 TA4PA R 1Tmt . ItdERA..^TRVCTURC SCTnC6 SUBM(rTALS NO 52750 = 0 _ STATE OF ii�Fs• ti0 R 1p?;G�� AL ��1 o!YOu�3 )ENN6 O. ABc1 PE TJN INFRASTRUCTURE SEavICES. LLC AAA STATE LICENSE NO. FPR-007228 US -FL c660 SENOR TEQUILA 6N02102 AaPtr=s 256D 3M STREET SW NAPLES. FL 34117 T-MOBtl.E EOUIPMENr LAYOUT C-2.1 EROSION CONTAIX. AND DRAmAGE NOTES; L THE CONTRACTOR SMALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS FOR EROSION AND SEDIMENT CONTROL FOR THE AGENCYBES) HAVNG JURISDICTION OVER CLEARING AND GRADING OPERATIONS. AS A MINIMULL ALL WORK SMALL COMPLY WITH THE LATEST PROVISIONS OF THE IMTERNATIONAI BUBDmG CCDE. LIR1Li BEST MANAGEMENT PRACTICES (BOP) PRESCRIBED BY IBD TO PREVENT EROSION OF ONSUE SOULS AND TRAF6PORT OF THESE SCILS TO DOWNSTREAM PROPERTIES OR WATER BODIES. SPECIFIC SMP-S TO BE EMPLOYED INCLUDE BUT ARE NOT LIMITED TO, A TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE AT THE BASE OF FILL SLOPES AND AROUND STOCKPLE AREAS. CHECK DAMS IN THE ROW LINE OF SHALES AND DITCHES. AND TEMPORARY AND PERAUWEMT SECOND 2 CONTRA -=TOR ANDIOR DEVELOPER SHALL BE RESPLTp6lE FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO ENSLAVE THE PROTECTION OF ADJACENT PROPERTIES AND WATERWAYS. EXCEPT AS MAY BE REQUIRED TO INSTALL THE MEASURES, NO GRADING SMALL BE PERFORMED UNTIL THE TEMPORARY CONSTRUCTION ENRWICE. SILT FENCE AND OTHER APPROPRIATE MEASURES ARE IN PLACE S FCLLOWN G INITIAL SOIL DISRBRBANCE OR RE-0ISTURSANGE PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETEDWYT1@t A SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL PERIAIETER DINES. SHALES DITCHES, PERM -TER SLOPES AND ALL SLOPES GREATER THAN 3 HORRCNTAL TO I VERTICAL Mlx AND E FOURTEEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE a. THE CONTRACTOR IS RESPONSIBLE FOR MONRORNG DOWNSTREAM CCNDITICNS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARNGANY DEBRIS AND SEDIMENT CAUSED BY CONSTRUCR(M S. ALL EROSION CCNRROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE ENV OF EACH DAY. AODYTICNAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED F DEEMED NECESSARY AFTER ONSrrE INSPECTIOAL ►ROPOBE7S faONOPW--CV ETHNETt ANAL ELlVA7101t � � -� - REMOVE TSLASEXISTINGx-� JI' ASPHALT SLABS �:L\ REPLACE WITH SAND r BACIPILLTO EIET/. 115. 1 L\ PROPOSED PROTECTIVE VEGCYATION BARRIfOT) I ;I PROPOSED MO'P iMO'-0'�,�• ' WAt,.^coMPouxD�l•..o .i ANAi nsvAlnloN: J PROPOSED TCd•i7O� tr=Au ARu EROSION CONTROL CONSTRUCTION SEOUENNCE- ,. THE CONTRACTOR SHALL DESIGNATE AN ESC COORDINATOR FOR THE SITE AND COMMUNICATE TO THE OWNER AND ENGINEER 2. INSTALL SILT FENCE WHERE SHOWTL COMPOUND FENCE TO BE INSTALLED AFTER SILT FENCE IS REMOVED: 3. COAWENCEvMM GRADING ACTNR@S; M. INSTALL EROSION CONTROL MEASURES AFTER GRADING BEGINS AS REOUIRED: S SEED AND MULCH DENUDED AREA WITLN T DAYS AFTER ANY PHASE OF GRADING ALSO COVER ALL EXPOSED AREAS BEFORE MAJOR STORM EVENTS: (L LUINTAN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER L$ ESTABLISMEG 7. REQUEST FINAL APPROVAL BY OATA:Yt E. RUSH ALL STORM PIPES AND REMOVE SEDIMENT FROM TEMPORARY BASINS); S. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS ALL ELEVATIONS SHOWN ON THESE PLANS ARE REFERENCED TO VERTC DATUM NAVD BS THE ENTNETI'OF THE PROPOSED SIIEANIDACIGTONSTOWER SIRE SCOPE SUM DRIVE AND LANDSCAPE BUFFER ARE REAOFD MIMA FLOOD2 KZA I))AS LOF SHOWMINIMAL ROOD NAZARD)AS SHOWN ON FEMA FIRM MMP ,2Q,CDa,P1 FOR COLLIER WU ZRORROA. E -CTIVE FL OOD CURRENT PREIYmVARY R000OUTMAPPWG coMFaEo wz¢2 ALSO $MOWSHC I SLTYYEEAR ROOD HAZARD TO BE ZONE, EXISTING �PROPOSt910'd WIDE x.t= -�� -OPINE ``t ACClSBIITMi'I _ S PROPOSED SILTFEICE r EISSTWO - DURING CONSTRUCTION.LIGHT POLE —� -- -- --- _ FWAL ELEVATION:_ - O }` x �11 -Ttl' ►ROPOSEDGRAv6 SWECONSET SRORokT..e _ I 1 EXISTING nT I I .Ir AREA -_j= - f TO WTOI EMSTUS MM TOPOGRAPHIC SU L-- �-'---i "� •I ASSUMED TAD 9EET SJ L. 1 x1� = • i I PROPos>D /„ _ —__ x U_t _. tl.T�j AVmE ACCESS GTE irow.nevATtOPC x- -----.--r�r- E-0VERmEAD POWER -.�.---•-.--- PCFNWLIN%FENCE -•-•-•-•-•-•- E4>W UNKFENCE -------------- E-EASEMENT ------- PFASENENT -- ---- &RIGHT OF WAY AREA -------------- E+MMOR CONTOUR -------------- EAImOR CONTOUR --- _r PAUL OR CONTOUR PR/ANOR CONTOUR EAGD P•ROAD LINE pVEGETATON CARRIER PROPOSED=FERCE DARING CONSTRUCTION. GRADING & EROSION CONTROL PLAN 0 20' 40' •rrsGLE r-zB NOTES: ,. SEE DETAIL SHEETS FOR PROPER CON$TRUTDN OF COMPOUND AND ACCESS DRIVE FOR PROPER STCRMWATER WINAGEMENT PERFORMANCE 2 ALLPRONBREDEXOTICVEGETATIONSMALLBEREMINEDFRONTHESRE,ANDRS SENNNTMW FREEDFE ==INPERPETURY. NOTE EOLAPMENT $MOWN W COMPOUND AREA 6 FOR INFORMATION PURPOSES ONLY.EOUPNENT WIL BE PERMITTED SEPARATELY VB Ks,uc TSBPARKOFcow WC[t SI=SO BOGRATON RSMn !•Jpl BENJAMN CENTEROR SAFTF TAP TAApA R STQ7A LMFRAA_•TRURC SCUMGCS WRQRM FOoOaW OF SUBMTTTALSc.AsexNm +j- DTA4NfF( ��li GENg�.9B No 3275o - <L 0•� STATE OF onam DENNIS D.A8EL PE FDM INFRASTRUCTURE SERWCES. LLc STATE LICE SE NO.(31'A PR-007228 US•FL-7A040 SENOR TEQUILA 6NC2,02 256039TH STREET SIN NAPLFS. FL 34117 GRADING d EROSION CONTROL PLAN C-3 S><CES RATE ON FLAT AREAS RATE ON OTTCHES I SLOPES O.BS+ACREj IL&SA[r7E BERANOA (COMMON) L ULLED I s i0 BERMUDA(=O N)HULLED I 10 ,s LESPEDEZA DCOREANI I l0 is 1. REMOVE ALL LOSEFILL ROCK, ROOTS. AND OTHER O LUEE ULTONS LEAVING SURFACE REASONABLY SMOOTH AND UNFORATELYLL FILL ANY DaSTINSPREADING G TOPSOIL. AND 4TJ 2S. 8HMEDNEND ON O TO SPTEST O ATARCORRECT 2 PH OF THE GROUND WITH LINE PER RELOMIENNDATON OF 5065 TEST OR AT A RATE OF 2 TONS/ACRE OF CNN SCARIFYING TO A LOOSEN OOSE 1 THE SUSGR7 nE OF THE SITE TO RECEIVE THE TOPSOIL 9T OL9@1C OR SCAfLiYMG TO A DEPTH OF AT LAST 2' TO DMjRE BONDING OF THE TOPSOIL AND SUBSOIL 3. UNIFORMLY SPREAD TOPSOIL TO A DEPTHOF r LIPL WUNTAIN GRADS SHOWN ON CONs:r'a " PION s. APPLY AGRICULTURAL LOAE (IF NEGESSARi) AND FERTILIZER (8-2h24 OR EQUIVALENT AT A RATE OF 750 LBS/ACRE) TO TOPSOIL UNIFORMLY AND YIX WITH SOIL. 5. CONTINUE TILLAGE UNTIL. A WD.L-PULVERZEIL FRY R_ASONI$Y UNrO;W SEEDSED 15 PREPARED 8 TO 8 IN DAP AND SMOOTH SYOOS,_T-D9ED. B. SEE"D ON A FRESHLY PREPARED ST_D'EIED AND COVER SEED UGHiIY WITH SEDMC EOUPUENT OR CULTPACC AFTER SEEDING 7_ MULCH WMmiATELY AFTER SEEDING AND ANCHOR MUl.L7l B. INSPECT ALL SEEDED AREAS AND WIFE NECESSARY REPAIRS OR RE-SEEOIH6 WITHIN THE PLANTING SEASON. IF P05510P. R STAND SHOULD BE OVER BCE. OAIUCED. REESTABLISH FOLLOWING ORIGINAL E. FcROLILrii UMAND SEEDING RATES COVER SEED LIGHTLY WITH SEEDING EQUIPUE lT OR CULTPACK AFTER SEEDING AND MULCH. SOIL AMENO ENTS FOLLOW RECOA ENDATIONS OF SOIL. TESTS OR APPLY ZWO LBIAC GROUND AGRICULTURAL UMESTONUEE AND 7M LB/AC 62A-2< FERTIUZER MtILCY, . VS.000 LtJAC GTRAW. ANCHOR STRAW BY BEC WITH ABPIULT. ANCHD;3NG A MULCH ANCHORMGTOOL A DLSC vATI BLADES SET NEARLY STRAIGHTCAN SE USED AS A MULCHING ANCIHOaNGTOOI REFERTUM IF GROWTH IS NOT FULLY ADEQUATE RESEED. REFERTILME AND MULCH IIAEDIATELY FOUDWTNG EROSION OR OTHER DAMAGE PERMANENT SEEDING SPECIFICATION , TYI- SCALE NTS 2_W SCAL--NTS. N�T=S 1. PUTSILT FENCE OR TREE PROTECi1DN FENCE UNTO ENSURE CONSTRUCTION ENTRANCE IS USED. 2IF CONSTRUCTICN ON THE SITES ARE SUCH TNATTHE A= IS NOT R3JOVED 8Y THE VEHICLE TRAVELING OV62 THE STONE THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERII THE PUBLIC ROAm cross sz"am DIRECTED J I VPRIABIE AS DIRECTED By ENGINEilt l - IBILMUMi2GAUGE I I I I o.ITEwemIATETE Ymsa- -.UM,O GAUGE . RSTALLFD TO5EC0lID -I: i EWA 1 I- I''^mRE01 TOf MNI I GRACE FRONT VIEW - TWG OL17PAVELIW TEMPORARY CON TRUCTION ENTRANCE I ARMORED ROAD SECTION DETAIL tt�ir SCALE N.T.S. 2< SCALE N.TS. STEEL POST jI�NOVEL. Y.iRE FABPoG SILT FENCE FABPoC I FILL ROPE z lI �� Cl GRADE f f �CMINBAUM GDVET. OVER SOFT 4 AN E!CTE BIOn AS --� DIRECTED BI EiIQNEER SIDE VIEW 1 AGGI OR USE SILT FEl.=M ONLY WHEN TEMPORARY SILT FENCE DETAIL DRAINAGE AREA DOES NOT DCM N ACRE AND HE F.R w AREAS OF 1,YIr5LAtJ=N.TS. CONCENTRATED FLOW. 24-46' SCALE NT.S DRIVEWAY PLAN VIEW ilY r SCALE N.T.S. 2c SCALE NTS I BTS, LLC T5� PARKOF p,MER(£ IXi a1RE � BOLL RATOK R9NT 500, BD11AYN 9ii6i0Tt Sl„B1,OA{ INFRAS UCTYRC ,J � sEit•nC6 I uwrr�rry �r� Tn SUBMITTALS tttillllltt// ` EfJg 4e i �= No 32750 :< O_ S ATE OF �z 0R10?tl ice`` 0996� fET0.1S D. ABEL PE TH wFRASTRU.TTURE SEiMCES, LLC PR-007228 USFL-7Ue0 SENOR TEQUILA 6NC2102 Aa,c 2560 39TH STREET SW NAPLES. FL 31117 GRADING DETAILS aaTw,soL Ci-4 1. REMOVE ALL It. ORGANIC MATERIAL AND WET OR POOR SOILS FROM PROPOSED CONFOUND AREA CONTRACTOR TO REVIEW SITE CONDITIONS AND CONSULT GEOTECNMCAL REPORT FOR ANTICIPATED DEPTH OF SOILS THAT WILL REQUIRE REMOVAL IF POOR SOILS ARE ENCOUNTERED ATA DEPTH OF MORE THAN tr. CONTACT CONSTRUCTION MANAGER FOR GUIDANCE 2 SUBGRADETOBECOMPACTIDT095%AMWDBDIANDVERIFlm BYPROOFROLLORG_-OTECHMCa REM MENOATONS. 0. IFTHEE GEOTECHNICAL REPORT PERMITS. USE ONSITE SOILS FOR SELECT TILL PROVIDED IT 5 AVALABLE AND FREE OF DELETMOUS MAT"RIALS AND ORGANICS. A. SEASONAL HIGH WATER TABLE MAY BE AT EXISTING GROUND SURFACE -- PROPOSEDM OZ SPUNBONDED WEED BARREN FABRIC OUPONTSFAODREOUIV. C MIN FDOTPS AGGREGATE FINISHED SURFACE IUMITEO FINESM . .. S MIN FOOT AA BAUD STBASE RISE COURSE COURSE (UMITED FINES} PLACE SELECT FILL W MAX II LIFTS .. FIMSI®GRADE WHERE A<O 11% BY 51GllD APINK CDMPACTTO 95X ASTM DHLRe ADDTTDNAL FILL MAY BE REQUIRED FOR WET OR PED WETOR POOR SOILS LINE ALL COMPOUND GOES AND 1' N. UNDER AGGREGATE WITH 1DNAL MIK POLYETHYLENE TO CONTAIN RUNOFF WITHIN SIDES OF COMPOUND BED LTYP. ALL SIDES) NOTES 1. REMOVE ALL TOPSOIL ORGANIC MATERIAL AND WET OR POOR SOILS ALONG ACCESS DRIVE CONTRACTOR TO REVIEW SITE CONDITIONS AND COµSULTGEOTECH NICAL REPORT FOR ANTICIPATED DEPTH OF SOILS TUT WILL REQUIRE REMOVAL IF POORSOILS ARE EHCOUNTEREDATA DEPTH OF MORE THAN TT. CONTACT CONSTRUCTION MANAGER FOR CUOANM 2 SUSG ADE TO EE CCAPACTEDTO 35X ASTM 05325 DRY DEtbRYAPO VERIFIEO EYPii OOFROLLOR GEOTECHNICAL REOOMIENDATIONS 1 CCNSULT GRADING PLAN OR SITE P✓JN FOR FI STE GRADES. REITORATIDM THE CONTRACTOR SHALL BE RESPONGSLE FOR GRAVEL ACCESS DRY REPAIR AND RESTORATION FOLLOWING CONSTRUCTION COMPL_RION ANY OLSTURBED OR DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION UPON CO"RFTON OF WORK MATCH EIGSCROW N CWNACCESSORVH GRADE I 02X (NIA PERF001) C MTµ *11 AGGREGATE zDxM: BASE COURSE RYP.I - I 2.0N— L SUBGRAOE NOT FOR FLOODPLAIN STORAGE COMPLIANCE ALL MATERIAL EXCAVATED MR CO SMZUCTION OF THE COMPOUND. ACCESS DRIVE AND RETENTION BASINS SHALL BE REMOVED AND DISPOSED OF OFF SIT= PLACEMENT OF 104AL POLYETHYLENE AROUND PERIMETER AMID UP TO SURFACE IS CRITICAL TO PROPER STORAG-TER MANAGEMENT PERFORMANCE PROPOSED HIGH PERFORMANCE WOVEN ' GEOT XTILE FABRIC. MIRAFI HP=0 OR EQUIV. AS REQUIRED OR DIRECTED BY N'LAK=A AGGREGATE THE CONSTRUCTION MANAGER. GRAVEL DRIVE CROSS SECTION t t'AtT SCALE µTES 2A� SCALE' µTS, GEOTEXTII.E FABRIC MIRAR FP-IM OR ED=. AS REQUIRED OR DIRECTED BY THE CONSTRUCTION MANAGER. GRAVEL DRIVE REQUIREMENTS THICKNESS OF GRAVEL DRIVE BASE COURSE TO BE DETERMINED BAgD ON THE EXISTING SOM BEARING CAPACITY (PER UPC DESIGN RECOMMD.DATONS9 IF POOR OR WET SOILS ARE PRESENT BELOW BASE COURSE CONTRACTOR TO INSTALL 6' NR.L WELL -GRADED GRAVEUSAND SUBBASE TO FACILITATE ADEQUATE DRAINAGE AND STABINTY. FOR ACCESS DRIVE SLOPES GREATER THAN !Wl.. CONTRACTOR TO USE MIRAPI HP 270 OR EQUIVALENT GEOTDUILE FABRIC BEARING CAPACITY RE-0TAGGREWTETMQ(NE53 'tF wN tNo7 1 '-`0001+5= CIANtSwD ALLI 'A MGM PERFORMANCE WOVEN GEOTEXTILE FABRIC MAY SEUSEO TO REPLACE E OF AGGREGATE (MFAFI HP Ti 0 OR EQUIVALENT) WEED BARRIER FABRIC DUPONTSF400REOUIV. LINE SOES AND T TEAK UNDER AGGREGATE WITH 10 M L POLYETHYLENE TO CONTAIN RUNOFF VT)IM SIDES OF ROAD BED (T9. EA SIDE) YB BTS, LLC rn vARK of tads DR. s1X10010 lOG(��(RA��TD//K-��RD�FI 5001 YMilA1IN tmt1EROR MC1fON TAIPA, K SXV � wFvwsrnucnlHxc SCRVIC6 SUBMITTALS PR-007228 US-r'L-70a0 SENOR TEOUILA 6NC2102 2560 39TH STREET SW NAPLES. FL 34117 GRADING DETAILS �¢T rHUMmcR C-5 GENERAL CONCRETE NOTES` UNLESS OTNERI'ISE NOTED. ALL CONCRETE SNAIL DEVELOP A MWMUM COMPRESSIVE STRENGTH OF ]LIDO PS 1250] PSI BEFORE TOWER ERECiIONT IN 3 DAYS FOR FOUNDATIONS AND 35W PSI IN n DAYS FOR FLOOR SUBS AND CONI)UIT SS C SEIT11M 2 UNLESS OTNZR5VtSE NOTED. ALL REINFORCING STEEL SIWL BE NEW WLLIT STEEL. CONFORMING TO ASTM "15, GRADE W. DEFORMED. 3. UNLESS CTHJLW6E NOTE. ALL DETAILING. FAiRICATON ANDPLACUNGOF REINFORCING STEEL SHN1 CONFORM TO THE MANUAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES LAO 315E a. ALL BAR SPUCES SMALL BE CLASS *W TENSION S:UCEE. UNLESS OTHc'RMSE SMC W S. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDG-- UNLESS OTHERWISE NOTM S PROVIDE TWO()) < DIAGONAL BARS IN TOP FACE OF SUB IN GRADEAT ALL REENTRANT CORNERS EXTEND THESE BARS 1C PAST CORNERS, T. CONTRACTOR SMALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMEEDOED ITEMS AND RECESSES. 4 CONTRACTOR SMALL V6ZFY ALL SOES MID LOCATIONS OF ALL ELECTRICAL OPENINGS AND EQUIPMENT PADS VII H THE ELECTRICAL EQUIPMENT DETAIL AND SHOP ORAWNGS. R SHALL EETHE RESPONS@I.TTY OFTHE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTrLBLIRON FOR ALL Lr r rrr_c 9. EXISTING SOILS BENEATH FOUNDATION SNAIL HAVE A MINIMUM NET ALLOWABLE BEARING PRESSURE OF 2DOOPSF. TOOLED v<• CRUSHED AGGREGATE, WINO FINES NOTE THE PAD CAN BE PRECAST MN S THICK IF THE GENERAL CONTRACTOR WARRANTS TMATTHE EXISTING SOILSONLINE WILL PROVIDE AD GWTECMING TO THE SLAB FROM Wl POURED-PAD, CONTRACTOR APPROVAL FROM ENGINEER OR i0 SYEFORA TITHESUBFaoMT1E POURE6PA4 C1NTaACIORro ALSO NOTIFY ENGINE=R OF THE CHANGE FOR A58UO.T PURPOSES. GENERAL CONCRETE NOTES 1. UNLESS OTNERYASE NOTED, ALL CONCRETE SHALL DEVELOP A MNILIUM COMPRr'SSNE STRENGTH OF SOW PSI ('SOD PS BEFORE TOWER EREC ION) IN D DAYS FOR FOUNDATIONS AND= PS IN 20 DAYS FOR FLOOR SLABS AND CONDOR ENCISFMEMS 2 UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SWILL BE NEIV MLU7 STEEL. CONFORMING TO ASTM "15, GRADE 60. DEFORMED. 4 UNLESS OTHERWISE NOTED. ALL DETA0IUG. FABRICATION AVO PLACING OF REINFORCING STEEL SWN1 CONFORM TO THE MANUALSTANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (AO 315L A ALL BAR SPLICES SMALL BE CLASS W TENSION SPLICES, UNLESS CTHV RISE SNDNM S ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE UNLESS OTHERWISE NOTED. G PROVIDE TWO a)"DIAGONAL BARS IN TOP FACE OF SUB IN GRADE AT ALL RE -EN �- CORNERS. EXTEND THESE BARS IC PAST CORNERS T. CONTRACTOR SMALL REFER TD DRAWINGS OF OTHER TRADES AND VENDOR DRAVANGS FOR alSEDOED ITEM MID RECESSES. B. CONT"MOTOR SMALL VERIFY ALL SM AND LOCATION'S OF ALLELECMCAL OPENINGS AND EQUIPMENT PADS WLM THE ELCTRICAL E-0L1IPNEM DETAIL ANOSMOP oR ANGSIiSWl BETHERESPONSIILUYOF THE CONTRACTOR TO PRCVIDE ALL OPCNMCS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL. UTILITIES. 9. EXISTING SOILS BENEATH FOUNDATION SHALL NAVE A MINIMUM NET ALLOWABLE BEARING PRESSURE OF2CO/PSF. NOT COORDINATE PAD INSTA TION WfTTI GROUNDING INSTALLATION EW AT NOTE• COORDINATE PAD )F SIAB� INSTALLATION WITH GROUNDING INSTALLATION I/J1 FILL (A -A) CONCRETE FOUNDATION SECTION 11--I SCALE: NETS, 2'loS SCALE KT.S. 'rnISCALE TUTS, 2e1]!: SCALE KT.S. NOTES 1. SPECIFI E CIBOLTS PER MANIOFACNRERS RCATONS 2 APPLY-OIWHRFESO0SDEPDXYTOALLGA➢5TO PREVENT WATE MOISTURE 6ULDLP. 3. PRMIDEA ANCHOR BOLTS PERSDE. 9 BTS, LLC >II PAAI Oi ^"DR SATE>I IOGRA�ON. fL 1NGT soot eLT.:uIN OD.TE:N OR El . NFRASTRMCTIIRC SLTRC6 T.a SUBMITTALS — oENNU D. ABET PE FDM INFRASTRUCTURE SERVICES. LLC CAI STATE UC(l1SEN4 R/50 —��T?NWAIMOIE PR-007228 CONCRETE PAD i00..ED EDGE NM PAR CT O.0 1/ lC F.ICH WAY US-FL-7D60 y1[ N�� v' CRUSHEDSENOR AGGREGATE _ �pd� . TEQUILA wro FINS I I I �,�,a�q _ 1 I I' 1 I 6NG2102 I I 2560 397H STREET SW NAPLES. FL 34117 FILL TFD FILL T-MOBILE CONCRETE A P AD DETAILS (A -A) CONCRETE FOUNDATION SECTION 11Y1T SCALE ILTS 2.' it SCALE NT.S. C-7 SEE LANDSCAPE PLAN BY KEMPTON RINARD, INC. 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