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HomeMy WebLinkAbout21-1364 Q City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 FIRE-001364-2021 Phone: (813)780-0020 r., Issue Date: 01/28/2021 Fax: (813)780-0021 • Permit Type: Fire Property Number Street Address 02 26 21 0080 OOA00 0070 38122 Henry Drive Owner Information" Permit Information Contractor Information Name: CITY OF ZEPHYRHILLS Permit Type:Fire Contractor: PWR LLC Class of Work:Emergency Generator Installa Address: 5335 8Th St Building Valuation:$15,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$5,000.00 Phone: (813)780-0000 Mechanical Valuation: Plumbing Valuation: Total Valuation:$20,000.00 / Total Fees:$197.50 !l/� Amount Paid:$197.50 Date Paid:1/28/2021 12:43:33PM Project Description INSTALLATION GENERATOR W/PAD&ELECTRIC-AT&T Application Fees Generator KW Permit Fee $100.00 Electrical Permit Fee $65.00 Electrical Plan Review Fee $32.50 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER POWER OF ATTORNEY I Rodney Law,a resident of Lee County,Florida designates Eric Davila presently residing at -207 Nfisiddh Hills Avg Temple Terrace,FL 33617 as.my attorney in fact on the following terms an d conditions:All matters regarding registration and perMI(ting of building qnO electrical for the State of Florida. The Agent is authorized to act for me'under this Power of AttiDrney in my best interests. The Agent shall have full power and authority to manageand conduct all my"affairs. Dated:January 28, 2021 dgneylaw? Signed in the presence.of David Siew an Subscribed and sworn to before me on C �611 Notary, I% MGM= -wCaPlfimhfca glob"' tv mMW Am 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 826548/10016 84 Building Department Date Received Phone Contact for Permitting 813 342-3873 Owner's Name Crown Castle USA as agent for AT&T Owner Phone Number 813-342-3873 Owner's Address 4511 N Himes Ave,Ste 210 Tampa FL 3361 Owner Phone Number Fee Simple Titleholder Name I City of Zephyrhills Owner Phone Number 1. Fee Simple Titleholder Address 1 5335 8th St Zephyrhills,FL 33540 JOB ADDRESS 38122 Henry Dr,Zephyrhills,FL 33542 LOT# SUBDIVISION I PARCELID# 02-26-21-0080-OOA00-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR 8 ADD/ALT Q SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK T&T proposes to install a generator with a'4'x 10'lease area/pad and a new ATS BUILDING SIZE I I SO FOOTAGE HEIGHT =BUILDING $ 15,000 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $5,000 AMP SERVICE i( /= PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF�IIME111CHANICAsL INSTALLATION C =GAS = ROOFING = SPECIALTY = OTHER (/w FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER / CO ANY PWR LLC SIGNATURE Y/ J FEE CURREN Y/N Address 3900 Colonial Blvd Unit 3 Fort Myers FL 33966 # CBC1252 ELECTRICIAN �._ - �y COMPANY li R Co SIGNATURE ' s- r G `� - R REGISTERED I Y N FEE CURREN Y/N Address 17011 Alico Commerce Ct,Unit 506. Fort Myers,FL 33967 1 License# EC0000992 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN 1 77 N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# Illlllllllllllllllllllllllllllllllllllltlitlllllllllllllllllllllllt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1),set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. • �..1 •i.i - - Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of worts is$2,500.00 or more,I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner,I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work Will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICEjoptOMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR !O��Sybscribe�d and sworrnr�tp(or all ed)befo me th Ibsc be i� wom ed)before one this by f�(l Lk O�n ia&A uY i✓ V y �l of N Lr�C ��e V-ors/are personalty known to me or hasihave produced Who is/are pgrsonalIy o to m or has/have produce` as dentlfication. <<PNk _as identification. JEA6� Notary Public Notary Public Commission No. FFO s p Commission No. / Se dQ D Name of Notary typed,printed or stamped Name of Notary typed.orinted or stamDed AMBER LAW ,goe !%c MICHELLE M.I�ODFtIr3Ur�DIAZ Y° MY COMMISSION#0GO63738 MY COMMISSION#00047578 % EXPIRES January 18,2021 %a?a d F EXPIRES November 15,2020 2/14/2018 02-26-21-0080-OOA00-0070 I Pasco County Property Appraiser Data Current as Of: Weekly Archive - Saturday, February 10, 2018 Parcel ID 02-26-21-0080-OOA00-0070 (Card: 001 of 001) Classification 82 - Forests, Parks, recreational areas Mailing Address Property Value CITY OF ZEPHYRHILLS Ag Land $0 5335 8TH ST Land $23,836 ZEPHYRHILLS FL 33542-4312 Building $0 Physical Address Extra Features $3,079 38122 HENRY DRIVE ZEPHYRHILLS, FL 33542 $26,915 Just Value Legal Description (First 4 Lines) Assessed (Non-School Amendment 1) $26,915 See Plat for this Subdivision TYSON SUB PB 4 PG 109 POR Taxable Value $3,663 TR A DESC AS COM NE COR OF S 1/2 OF SW 1/4 TH S88DG 50MIN 15"W 1796.6 FT TH S 19.10 FT Jurisdiction City of Zephyrhills _ Land Detail (Card: 001 of 001) Line Use Description Zoning �nits hype Price Condition Ualue _ 1 0100 'Description 0OR4 0.12 AC $30,020.00 1.00 $3,602 u 2 - 0100 SFR �I 6OR4 0.38 ACT $30,020.00 1.00 $11,408 3 i 0100 �i SFR OOR4 0.42 AC $30,020.00 1 0.70 j $8,826 _ ___ Additional Land Information Acres 0.92 I Tax Area 30ZH FEMA Code X Residential Code 1ZHN.S2 i Building Information - Use 00 - Unimproved (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line Description Year 'Units Value 1 CLFENCE 1975 6,368 j $2,866 2 PUMPHSE 1975 240 $213 Sales History Previous Owner: N/A Month/Year Book/Page Type ODOR Code Condition Amount 08/1975 0806 / 0104 Vacant $0 http://search.pascopa.com/parcel.aspx?sec=02&twn=26&rng=21&sbb=0080&blk=00A00&lot=0070&action=Submit 1/1 OR BK 4.0g9 PG 123 5 of 7 SITE ID: A-2-GO82_G SITE NAME:City of Zephyrhills AMENDMENT NO.1 TO SITE AGREEMENT FOR LAND This Amendment No.1 To Site Agreement For Land ("Amendment") is entered into as of the date last signed by all parties hereto, and modifies and amends that Site Agreement for Land dated November 24, 1997 and fully-executed on 12/10/97 ("Site Agreement"), by and between the City of Zephyrhills ("Owner"), and APT Tampa/Odando, Inc.,a Delaware corporation("APT"). NOW, THEREFORE, in consideration of the mutual covenants contained herein and for other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged and agreed,the parties hereto agree as follows: 1. Exhibit B to the Site Agreement is hereby amended and restated as follows: The attached Exhibit B(pages 1 and 2)shall now replace the existing Exhibit B. Except as expressly set forth above, all provisions of the Site Agreement remain unchanged and in full force and effect. In case of any inconsistencies between the terms and conditions contained in the Site Agreement and the tears and conditions contained herein, the terms and conditions herein shall control, and unless otherwise defined herein, have the same meaning as in the Site Agreement. IN WITNESS WHEREOF, each of the parties have executed this Amendment as of the date below their respective signatures. OWNER IMrt es s: City of Zephyrhills By. -=---� Print Name: A .!—G Print Name: / Print Title: _ Cou.Nc'« Pew-s,i,�-u r 2 tlzr_ �g4rl Date: _ -I s-99 PrintName:1-2�/F Attest: Print Name,ua,9 D. &a,J Print Title: e,±4 e,,agK Date:_ k-►s-y4 APT Witnesses APT TampaMrlando, Inc., Print Name: r<<G�-_ - Print Name: - 4 it W." 10"y 2. Print Title: 64i-u C�.tr��r�y d -•f..: -T-O Print name: oa%Q oC A9 S'- &.0st ee- Date: I:1 rou s1En in W e i O e Si a Ac uistion\Le a1\FINAL TEMPLATE�Amendmen No.1.doc g p g eenng twork Operat ons�MTA p r\ t q 9 t r Site No.A 2-"82� OR Br--+0,99 PG 1+:�ZZ3r Site Name:City of Zephyr Hills 6 of 7 REVISED EXHIBIT"B" PlgeIof2 N£'NIlY F pugr fKw& owr v .r rx c sao'fol tAc �# i xtrta'ta'r rtss<xu/ ' t UurM"raL!tY tuna. i "` "« uxrx w c roa i MwI wf 1 i 3 vxre'.yu'v 40kUA ' s arsrtrr ax v}' gp8 ,ar 4� r: S IC3a'IS'w S.trrrar v Section 2, Township 26 South. Range 21 East. (N( •1� • OR BK 4�9g P6 1234 7 of 7 REVISED EXHIBIT "B" Page 2 of 2 LEGAL DESCRIPTION OF PROPERTY.' PROJECT AS&5 A PARCEL OF LAND LYING IN 'tHE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA,-ALSO BEING A PORTION OF TYSON SUBDIVISION, ACCORDING TO THE MAP OR PLAT,AS RECORDED IN PLAT BOOK 4, PAGE 109, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH 1/2 .OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY. FLORIDA; THENCE S.88'50'15"W., ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION •2. A DISTANCE OF 1796.6 FEET; THENCE S.00'00'00"E., A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES ALONG SAID SOUTH RIGHT—OF—WAY LINE; THENCE S.89'18'10"W., ALONG SAID- SOUTH RIGHT—OF—WAY LINE, 103.74 FEET 'TO A POINT OF BEGINNING;-THENCE S.01'44'49'`W., 80.1 FEET; THENCE S.53'43'42"W., 21.6 FEET; THENCE N.88'15'11"W., 76.3 FEET; THENCE N.00'00'44"W., 89.3 FEET TO A POINT ALONG SAID SOUTH RIGHT—OF—WAY LINE; THENCE N.89'18'10"E., ALONG SAID SOUTH RIGHT—OF—WAY LINE, 96.2 FEET TO THE POINT OF BEGINNING. SAID PROJECT AREA CONTAINING 8539 SQUARE FEET, MORE OR LESS. TOGETHER WITH A NON—EXCLUSIVE UTILITY EASEMENT.LYING SEVEN AND ONE—HALF FEET TO THE RIGHT AND SEVEN ONE—HALF FEET TO THE LEFT OF A CENTERLINE BEING MORE PARTICULARLY•DESCRIBED AS FOLLOWS; FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA: THENCE S.88'50'15"W., ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 2, A DISTANCE OF 1796.6 FEET; THENCE S.00'00'00"E., A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES ALONG SAID SOUTH RIGHT—OF—WAY LINE; THENCE S.89'18'10"W., ALONG SAID SOUTH RIGHT—OF—WAY LINE. 103.74 FEET; THENCE S.01'44'49"W.. 80.1 FEET; THENCE THENCE S.5343'42"W., 21.6 FEET; THENCE N.88'15'11"W., 25.6 FEET TO A POINT OF BEGINNING; THENCE S.39'58'06"W., 52.35 FEET TO THE POINT OF TERMINATION. THE SIDELINES OF EASEMENT TO BE SHORTENED OR PROLONGED TO MEET AT ANGLE POINTS AND/OR BOUNDARY LINES. SAID UTILITY EASEMENT CONTAINS 785 SQUARE FEET, MORE OR LESS. r � AGREEIVIF This Agreement("Agreement')is entered into b and between The CITY OF ZEPHYRHILLS,a municipality of the State of Florida,whose address is 5335 Eighth Street,Zephryhills,FL 33540-4312 (the "Owne) and APT Tampa/Orlando, inc., its successors and assigns ("APT'), providing for the granting and leasing of certain property interests on the following tarns and conditions: 1. APT shall have Aie right to utilize S14 on the Owner's property located at (Q lk l`1 8 Is T. . Zephyhills, Florida in the County of Pasco, and more particularly descn'bed on Exhibit"A" attached hereto ("Owner's Property") together with a non-exclusive right of access to Owner's Property as well as Owner's consent and permission for APT to connect such electricity,telephone and other utilities as may be necessary for the purpose of testing a temporary communications facility(the"Temporary Facility"). Such Temporary Facility shall be described on Exhibi"B"attached hereto. 2. This Agreement shall commence on the earlier of thirty (30) days following execution of this Agreement by both parties or the day APT begins operation of the Temporary Facility on Owner's Property ("Commencement Date") and shall continue month to month thereafter until such time as Owner constructs a permanent tower on the Owner's Property. a ciT gear- TO L-XCF_F_4) toMG S, 3. Owner and APT agree that Owner and APT are in the process of negotiating a permanent Site Agreement for the lease of certain property locate i at 6217 r Street, Zephyhills, Florida for the purpose of installing,removing,maintaining and operating a communications facility,including a 197 foot self supporting tower. Upon execution of a permanent Site Agreement and completion of construction of the tower,this Agreement shall terminate and the relationship shall be governed by the permanent Site Agreement. 4. APT shall pay Owner the sum of per month, plus applicable sales tax,for the rights enumerated in this Agreement. Such sum shall be payable monthly, in advance,beginning on the Commencement Date and on the first day of each month thereafter. If the Commencement Date is on a day other than the first day of the month, then such sum shall be prorated for the remainder of said month. 5. The following covenants and agreements are conditions of this Agreement and are aclrnowledged and agreed to by APT and Owner. A. APT agrees to repair at its sole cost and expense any damage to Owner's Property caused by APT in connection with the location, operation, maintenance of, and removal of the Temporary Facility, promptly but in no event later that irty (30) days after receipt of written notice of damage by Owner. B. Owner reserves the right and privilege to use Owner's Property affected by this Agreement for normal purposes provided such use will not interfere with the use or occupation of Owner's Property by An or APT's operations th on, and provided also that except in cases of emergency Owner shall not have access to the Temporary Facility unless accompanied by APT personnel. C. Owner agrees to cooperate with APT in its efforts to connect the Temporary Facility to electric, telephone, or other necessary utility service a APT's sole cost and expense. Payment for said services to the Temporary Facility shall be is sole responsibility. D. This Agreement may be signed in counterparts by the parties hereto. E. RADON GAS:Radon is a naturally occurring radioactive gas that,when is has accumulated in a building in sufficient quantities,may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida Additional information regarding radon testing may be obtained from your county public health authority. F. APT shall pay all personal property taxes assessed against the APT Facilities and ad valorem taxes assessed against the Project Site,commencing in calendar year 1999 and continuing thereafter for the Initial Term of the Lease and any renewals thereof. 6. UTI MES Payment for electric service and for telephone or other communication services to the APT Facilities shall be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the APT Facilities to existing utility service at APTs expense. IN WITNESS WHEREOF,the parties hereto bind themselves to this Agreement on the date and year above last written below. Owner Witnesses: City of Zephyrhills 1. sfi(- PrintName:Sfetl; n FJfI44 By: N e Alan Brinjfi 2. Title:City Co it President Attest: P,�J Address of er: Print Name: Undi Boa_n Print Title:City Cleik 5335 Eighth Street [Corporate Seal] Zephyrhilis,FL 33540 Telephone No.: Facsimile No: Federal ID No.: APT Wit es: APT Tampa/Orlando,Inc. 1. Print N �n S By: Name:Ton cDowell 2. Title:Director of Engineering and Print Name: 1 Operations and Authorized Agent for l�- APT Tampa/Orlando,Inc. STATE OF FLORIDA COUNTY OF U The forego in Agreement was acknowl ged})efore me on th4— day of 1997 by �A as ,�c� v� of The City of Zephyrhills,a municipality of the State of Florida He/She is personally known to me or has produced as identification. commission exp' s: S' Notary Nblic-State of Florida 1�1DAD.BOAN FX Commission Number: [Seal] jum 15,2WO�►Noe. STATE OF FLO COUNTY OF �1 The foregoing Agreement was acknowledged before me on the day of 1997 by Tony McDowell, as Director of Engineering and Operations and Authorized gent of APT Tampa/Orlando, Inc., a Delaware corporation. He is pftonally known to me or has produced as identification. My commission expires: \(NOA L�A&E�— NokPu lic-State of Florida Comm ' n Number. [Seal] Dawes STONE MY Comm EV,WVooI BondedySSe W Ins epton"'Y I)00-1 LD. SITE ID: A-2-G-082-G ' SITE NAME: City of Zephyrhills SITE AGREEMENT FOR LAND This Site Agreement For Land ("Agreement')entered into as of theA day of vv w , 1997, by and between CITY OF ZEPHYRHILLS, a municipality of the State of Florida,whose address is 5335 Eighth Street, Zephryhills, FL 33640-4312 ("Owner") and APT Tampa/Orlando, Inc., a Delaware corporation, whose address is 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486 ("APT'), provides for the granting and leasing of certain property interests on the following terms: For good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and agreed,the parties hereto agree as follows: 1. PROPERTY. The property interests hereby leased and granted by Owner (individually and collectively, the"Project Site")shall include the following: [X] Real property comprised'of approximately 2,500 square feet of land("Premises'); [X] Non-exclusive easements required to run, maintain and operate utility lines and cables on and to the Premises; and [X] Non-exclusive easement across Owners Property (hereinafter defined) for access, ingress and egress to the Premises IN OR UPON THE Owner's real property("the Owner's Property''), located at 6217 8h Street, Zephryhills, FL 33540, in the County of Pasco, and legally described on Exhibit"A"attached hereto,which Owner's Property is subject to APTs interest in the Project Site as set forth in this Agreement.The Project Site is depicted and legally described on said Exhibit "B", attached hereto. All improvements made to the Project Site pursuant to this Agreement shall be known hereafter as the"APT Facilities". 2. TERM. The term of this Agreement shall be five (5) and a fraction years, with the first year commencing on the date APT begins construction of the APT Facilities("Commencement Date")and terminating on the 31"day of December following the fifth annual anniversary of the.Commencement Date (the "Initial Term"), unless otherwise terminated as provided in Paragraph 9. APT shall have the right to extend the term of this Agreement for four(4)successive five(5)year periods'(the"Renewal Terms") on the same terms'and conditions as set forth herein. This Agreement shall automatically be extended for each successive Renewal Term on such same terms and conditions, unless APT notifies Owner in writing of its intention not to renew prior to commencement of the succeeding Renewal Term. 3. RENT. A. For the Initial Term, APT shall pay to Owner annual rent in the amount o ("Rent') in quarterly payments of on the first day of January, April, July and October, together with any applicable sales tax. If the obligation to pay Rent commences or ends on a day other than the first day of the quarter, then Rent shall be prorated on the basis of a ninety(90)day quarter and shall be delivered within 20 business days from the Commencement Date. B. For any Renewal Term, APT shall pay Rent in the amount of Rent to be paid during the previous term (whether the Initial Term or a Renewal Term), increased by an amount equal to a percentage of the Rent to be paid during such previous term, which percentage increase shall be computed and established for the entire current Renewal Term at the beginning of each such Renewal Term by multiplying the number of years in the previous term(whether the Initial Term or Renewal Term)times C. Rent shall be paid electronically via electronic wire transfer, direct deposit or other paperless means into a bank account to be designated by Owner. Owner may from time to time, designate another bank account for the deposit of Rent provided the request is made in writing and received by APT at least sixty (60) days in advance of any Rent payment date. R:\L.egal\MAIL MERGE DOCUMENTS\Basic Package DocumentAMM_Conditional SA Land Rev 042397.doc 1 11/19 e ' SITE I D: A-2-G-082-G SITE NAME:City of Zephyrhills 4: USE. The Project Site may be used for the purpose of installing, removing, replacing, maintaining and operating a communications facility, including but not limited to, a 197 foot self supporting tower, generally in, under, on and above the Project Site as shown on Exhibit,,"B", subject to such modifications and alterations as required by APT (collectively, the "Communications Facility", which Communications Facility, without limitation, shall constitute a portion of the APT Facilities), provided that APT shalt not be required to occupy the Project Site. Owner shall provide APT with twenty-four(24)hour,seven(7)day a week,year-around access to the Project Site. APT shall pay all personal property taxes assessed against the APT Facilities and ad valorem taxes assessed against the Project Site, commencing in calendar year 1998 and continuing thereafter for the Initial Term of the Lease and any renewals thereof. Owner shall timely pay all real property taxes and assessments against the Owner's Property, but not the Project Site. APT shall not allow any construction or materialmen's liens to be placed on the Project Site or Owner's Property as a result of its work on the Project Site. APT, its agents and contractors, are hereby grantee d the right, at APTs sole cost and expense, to enter upon the Ownees Property and conduct such studies as APT deems necessary to determine the Project Site's suitability for APTs intended use. These studies may include surveys, soil tests,environmental evaluations, radio wave propagation measurements, field strength tests a d such other analyses and studies as APT deems necessary or desirable. Owner shall cooperate with APT and execute all documents required to permit APTs intended use of the Project Site in compliance with zoning, and use, building and any other applicable regulations, whether local, state or federal in nature. Owner hereby appoints APT as its agent and attomey4n-fact for the limited purpose of making such filings and taking such actions as are necessary to obtain any desired zoning, land use approvals, building permits and/or any other applicable permits and approvals. 5. UTILITIES. Payment for electric service and for telephone or other communication services to the APT Facilities shall be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the APT Facilities to existing utility service at APTs expense. 6. REMOVAL OF APT FACILITIES. All personal property and trade fixtures of APT shall be removed by APT upon the termination of this Agreement. Within thirty i(30) days of the expiration or earlier termination of this Agreement, APT shall return the Project Site to the condition existing at the time of this Agreement's execution, reasonable wear and tear and loss by casualty, condemnation and other causes beyond APTs control excepted. Notwithstanding the foregoing, upon expiration or earlier termination of this Agreement, APT shall not be required to remove any foundation more than two(2)feet below grade level. 7. INSURANCE. APT shall maintain commercial ge�eral liability insurance insuring APT against liability for bodily injury, death or damage to personal property arising out of use of the Project Site by APT, with combined single limits of Owner shall maintain commercial general liability insurance insuring Owner against liability for bodily injury, death or damage to personal property arising out of its ownership, use and management of the Project Site and Owner's Property by Owner and Owner's agents, with combined single limits of . Any policy required to be obtained by any party hereto pursuant to this Paragraph shall contain al waiver of subrogation in favor of the other party hereto, to the extent required under Paragraph 10, Indemnity. 8. CONDITION OF PROPERTY. Owner represents�hat the Owner's Property and all improvements thereto, are in compliance with all building, lifelsafety, and other laws, ordinances, rules and regulations of any governmental or quasi-government authority. 9. TERMINATION. This Agreement may be terminated by APT at any time, in its sole discretion, by giving written notice thereof to Owner not less than 30 days prior to the Commencement Date. Further,this Agreement may be terminated by APT immediately, at any time, upon givir'g written notice to Owner, it (a) APT cannot obtain all govemmental certificates, permits, licenses or other approvals (collectively, "Approval") required and/or any easements required from any third party; or(b)any Approval is canceled,terminated,expires or lapses; or(c)Owner fails to deliver any non-disturbance agreement or subordination agreement required by APT;or(d)Owner breaches a representation or warranty contained in this Agreement; or I(e) Owner fails to have proper ownership of the Owner's Property and/or the Project Site and/or authority to enter ino this Agreement; or(f)APT determines that the Owner'sR:\Legal\MAIL MERGE DOCUMENTSMasic Package Docu entAMM Conditional SA Land Revi 042397.doc 2 11/21 SITE ID: A-2-13-0824 SITE NAME:City of Zephyrhills Property contains substances of the type described 'in Section 11 of this Agreement, or(g)APT determines that the Project Site is not appropriate for its operations for economic, environmental or technological reasons, or(h)Owner fails to provide to APT complete and correct copies of any ground lease or other document pursuant to which Owner holds title to the Owner's Property. Such termination shall not constitute a waiver of APTs rights under Paragraph 15 of this Agreement 10. INDEMNITY. Owner and APT each indemnify the other against and hold the other harmless from any and all costs (including reasonable attorney's fees and expenses) and claims, actions, damages, obligations, liabilities and liens which arise out of(a)the breach of this Agreement by the indemnifying party; and (b) the use and/or occupancy of the Project Site, or the balance of the Owner's Property, by such indemnifying party. This indemnity shall not apply to any claims, actions, damages, obligations, liabilities and liens arising from any negligent or intentional misconduct of the indemnified party and shall survive the termination of this Agreement 11. HAZARDOUS SUBSTANCES. Owner represents that Owner has no knowledge of any substance, chemical, or waste on the Owners Property that is identified as hazardous, toxic or dangerous in any applicable federal, state or local law, ordinance, rule or regulation ("Hazardous Substances"). Owner shall hold APT harmless from and indemnify APT against any damage, loss, expense, response costs, or liability, including consultants' fees and any legal and court costs and attorneys' fees resulting from the presence of Hazardous Substances on, under or around the Owner's Property or resulting from Hazardous Substances being generated, stored, disposed of, or transported to, on, under, or around the Owner's Property as long as the Hazardous Substances were not generated, stored, disposed of, or transported by APT or its employees, agents or contractors.The terms of this paragraph shall survive the expiration or earlier termination of this Agreement 12. CASUALTY1CONDENNATION. If any portion of the Owner's Property, Project Site or the APT Facilities is damaged by any casualty*and such damage adversely affects APT's use of the Project Site or the APT Facilities,or if a condemning authority takes any portion of the Owner's Property and such taking adversely affects APTs use of the Project Site or the APT Facilities, this Agreement shall terminate as of the date of the casualty or the date on which title vests in the condemning authority, as the case may be if APT gives written notice of the same within thirty (30)days after APT receives notice of such casualty or taking. The parties shall be entitled to make claims in any condemnation proceeding for value of their respective interests in the Project Site(which for APT may include,where applicable, the value of the APT Facilities, moving expenses, prepaid rent and business dislocation and relocation damages). Sale of all or part of the Project Site to a purchaser with the power of eminent domain in the face of the exercise of the power shall be treated as a taking by condemnation. 13. WAIVER OF OWNER'S LIEN. To the extent permitted by law, Owner hereby waives any and all lien rights it has or may have, statutory or otherwise,-concerning the APT Facilities or any portion thereof which shall be deemed personal property for the purposes of this Agreement, regardless of whether or not the same is deemed real or personal property under applicable law. 14. QUIET ENJOYMENT. APT, upon payment of the Rent, shall peaceably and quietly have, hold and enjoy the Project Site. If, as of the date of execution of this Agreement or hereafter, there is any mortgage, or other encumbrance affecting Owner's Property, then Owner agrees to obtain from the holder of such encumbrance a Subordination, Non-Disturbance and Attomment Agreement pursuant to the terms of which APT shall not be disturbed in its possession, use and enjoyment of the Project Site. Owner shall not cause or permit any use of Owner's Property which interferes with or,impairs the quality of the communication services being rendered by APT from the Project Site. Except in cases of emergency, Owner shall not have access to the Project Site unless accompanied by APT personnel. 15. DEFAULT. Except as expressly limited herein, Owner and APT shall each have such remedies for the default of the other party hereto as may be provided at law or equity following written notice of such default and failure to cure the same within thirty(30)business days. Upon default by Owner and upon written notice to Owner and subject to all applicable cure periods provided to Owner in this Agreement ( and if no such notice and cure period is provided, following thirty (30) days written R-ALegal\MAIL MERGE DOCUMENTS\Basic Package DocumentAMM—Conditional SA Land Rev1 042397.doc 3 11/19 SITE ID: A-2-G-082-G SITE NAME:City of Zephyrhills notice to Owner and opportunity to cure), in addition to any other rights and remedies available to APT at law or in equity,APT shall be entitled to cure said default and to set-off and offset any and all sums, costs, expenses, fees (including reasonable attorney's fees)and damages incurred by APT in effecting such cure against Rent and any other sums due or thereafter coming due from APT to Owner u der this Agreement. 16. MISCELLANEOUS. A. Owner represents and warrants that Owner has full authority to enter into and sign this Agreement and has good and marketable title to the Owner's Property. B. APT represents and warrants that it is duly authorized to do business in Florida and that the undersigned signatory for APT is fully authorized by APT to ente�into this Agreement on behalf of APT. C. This Agreement supersedes all prior discussions, negotiations and agreements between the 9 P P 9 9 parties hereto and contains all agreements and understandings between the Owner and APT regarding the subject matter of this Agreement This Agreement may only be amended by a writing signed by both parties. Exhibits"A"through"C"are hereby incorporated into this Agreement by reference. D. This Agreement may be signed in counterparts by the parties hereto. E. The terms and conditions of this Agreement shall extend to and bind the heirs, personal representatives, successors and assigns of Owner and APT. F. The prevailing party in any action or proceeding to enforce the terms of this Agreement shall be entitled to receive its reasonable attorneys'fees and other reasonable enforcement costs and expenses from the non-prevailing party. G. Simultaneously herewith or on or before the Commencement Date, Owner shall execute and acknowledge and deliver to APT for recording a memorandum of this Agreement("Memorandum") in the form of Exhibit "C". Owner hereby grants APT permission to insert the effective date of this Agreement into the Memorandum after execution of the Memorandum. H.. APT may assign this Agreement or sublet t�e Project Site (in whole or in part) at any time and from time to time without Ownees consent. No assignm nt or subletting shall release APT from any of the obligations arising under this Agreement. I. Notices shall be in writing and sent by United States Mail, postage prepaid, certified or registered with return receipt requested or by any nationally-recognized overnight courier service to the address set forth beneath the signature of each party below. Any such notice shall be deemed given when deposited in the United States Mail or delivered to such courier service. J. This Agreement shall be construed in actor ance with the laws of the State of Florida. K. Each party agrees to fumish to the other, within ten (10) days after request, such truthful estoppel information as the other may reasonably request. L. Owner and APT each represent that they have not been represented by a real estate broker or other agent in this transaction. Each party shall indemnify pnd hold the other party harmless from any claims for commission,fee or other payment by such broker or any other agent claiming to have represented a party herein. M. Tower shall be free of all material and mechanics liens. N. The parties hereto warrant and represent, each-to the other, that the matters of fact contained herein are true and accurate. R:\Legal\MAIL MERGE DOCUMENTS\Basic Package Docume tAMM_Conditional SA Land Rev] 042397.doc 4 11/19 AT&T [ AT&T 575 MOROSGO DRIVE ATLANTA,CA 30324-3300 AT&T SITE NUMBER: 10015984 BUSINESS UNIT #: 826548 c:rCROWN AT&T SITE NAME: ZEPHYRHILLS SITE ADDRESS: 38122 HENRY DR. �► CASTLE AT&T FA CODE: 10015984 ZEPHYRHILLS, FL 33542 1 4511NHIMESAVE,SUITE210 TAMPA,FL 33614 AT&T PACE NUMBER: MRTFL003337 COUNTY: PASCO AT&T PROJECT: GENERATOR PROJECT SITE TYPE: SELF-SUPPORT { - 1 TOWER HEIGHT: 190'-0" 235 HEMBREE PARK DRIVE STE 100 ROSWELL,GA 30076 SITE INFORMATION DRAWING INDEX LOCATION MAP SITE PHOTO # SHEET DESCRIPTION --- - - - - - CROWN CASTLE USA INC. PASCO COUNTY(VS) SHEET � .wr..�,. - � �- _ ---� , '-- ___ _ TeleC D SITE NAME: -- -�-.. _ T-1 TITLE SHEET SITE ADDRESS: 38122 HENRY DR. 4� f Wireless ZEPHYRHILLS,FL 33542 T-2 GENERAL NOTES 1961 NORTHPOINT BLVD,SUITE 130 P f HIXSON,TN 37343 COUNTY: PASCO C-1 SITE PLAN ',4 �,w, PH:423-843-9500/FAX:423-843-9309 AREA OF CONSTRUCTION: EXISTING C-2 GENERATOR PAD DETAILS !d6 vvvir LATITUDE: 28°14'52.90" E-1 ELECTRICAL PLAN ' ' 5a{` m s•- J AT&T SITE NUMBER:10015984 LONGITUDE: -82°1109.40" f.' E-., EQUIPMENT&CONDUIT DETAILS LAT/LONG TYPE: NAD83 E-3 ALARM DETAILS&ONE LINE DIAGRAM F _ ,,-. BU#:826548 GROUND ELEVATION: 94'-0" G-1 GROUNDING DETAILS&GENERATOR SPECS a ' P PASCO COUNTY(VS) CURRENT ZONING: 00R4 SITE LOCATION ' a-- m - JURISDICTION: CITY OF ZEPI-IYRHILIS °— 'n«avo�. F " OCCUPANCY CLASSIFICATION: U . TYPE OF CONSTRUCTION: LIB - 7 ^' _ �. 38122 HENRY DR. A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR - ZEPHYRHILLS,FL 33542 HUMAN HABITATION TOWER OWNER: CROWN CASTLE ,.' 3= _ ! EXISTING 190'-0" 2000 CORPORATE DRIVE _ , _.�!�<.�s� ^r,� CANONSBURG,PA 15317 "'"' " SELF-SUPPORT CARRIER/APPLICANT: AT&T TOWER ASSET GROUP - r • - ISSUED FOR: 575 MOROSGO DRIVE - _ _ t REV DATE DEERi DESCRIP-DON DES./Q ATLANTA,GA 30324-3300 !- " o d 'Py� 0 08/07/20 RAW FOR CONSTRUCTION MAT ELECTRIC PROVIDER: FLORIDA POWER CORP — 1 09/14/201 RAW FOR CONSTRUCTION TDD 1(800)700-8744 — -- .--_win�nR�<—__ — 2 09/22/20 RAW FOR CONSTRUCTION TDD ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR _ _ . •0 - „ 3 10/30/20 RAW FOR CONSTRUCTION TDD 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING _ DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL g [z'. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY - ....,_ * _ DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE NO SCALE RESPONSIBLE FOR SAME. PROJECT DESCRIPTION APPROVALS APPLICABLE CODES/REFERENCE ,.��N'"M'�c41 ,,,, DOCUMENTS "E THE PURPOSE OF THIS PROJECT IS TO ENHANCE APPROVAL SIGNATURE DATE s PROJECT TEAM BROADBAND CONNECTIVITY AND CAPACITY TO THE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH EXISTING ELIGIBLE WIRELESS FACILITY. THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL A&E FIRM: 1 AT&T GOVERNING AUTHORITIES.NOTIIING IN THESE PLANS IS TO BE CONSTRUED TO * 7T - TELECAD WIRELESS TOWER SCOPE OF WORK PERMIT WORK NOT CONFORMING TO THESE CODES: 1961 NORTHPOINT BLVD,SUITE 130 •NO TOWER WORK CODE TYPE CODE STATE OF HIXSON,TN 37343 SITE ACQUISITION I GROUND SCOPE OF WORK BUILDING 2017 FLORIDA BUILDING CODE-BUILDING :A� CROWN CASTLE 4511 N MIMES AVE,SUITE 210 •INSTALL(1)KOHLER STANDBY DIESEL GENERATORMECHANICAL 2017 FLORIDA BUILDING CODE-MECHANICAL �� CONSTRUCTION MANAGER ELECTRICAL 2014 NEC \ USA INC.DISTRICT TAMPA,FL 33614 (KOHLER GM99289-SAS-30REOZK)WITH BASE FUEL TANK ON CONCRETE CONTACTS: TANK A PAD ®;? ALEX SMITH-PROJECT MANAGER •INSTALL(1)200A ATS/CAMLOCK(KOHLER GM90908-SA1) St •INSTALL ATS ALARM RELAY ALEX RUBERT-CONSTRUCTION MANAGER REFERENCE DOCUMENTS: TI-RE.PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE STRUCTURAL ANALYSIS: BY OTHERS DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED DATED: GENERAL DYNAMICS 235 HEMBREE PARK DR,SUITE 100 WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONTACTS: ROSWELL,GA 30076 CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE MOUNT ANALYSIS: BY OTHERS TIM JAMES-MARKET LEAD LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND DATED: IT IS A VIOLATION OF LAW FOR ANY PERSON, TIMOTHY.JAMES@GDIT.COM MODIFICATIONS TIIEY MAY IMPOSE. REDS REVISION: N/A UNLESSof ATMEY LICE.ARED ACTING UNDER PROFESSIONAL ON ENGINEER, JOE LAGANELLT-CONSTRUCTION MANAGERDATED: N/A TO ALTER THIS DOCUMENT. JOESEPH.LAGANELLI@GDIT.COM ORDER ID: 516209 NOTE: CALL FLORIDA ONE CALL REVISION: 0 SHEET NUMBER: REVISION: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST (800)432-4770 p CONTACT THE CROWN NOC AT(800)788-7011&CROWN B FOP..E YOUGOU DIG' _ 2 CONSTRUCTION MANAGER 3 1 GENERAL NOTES: CROWN CASTLE USA INC. SITE ACTIVITY RE UIR.MENTS: ELECTRICAL INSTALLATION NOTES: [ 4l . 1. ALL SUB-CONTRACTORS ARE TO SIGN INTO THE LL AND AT&T NOC'S ALONG WITH GENERAL DYNAMIC'S APENATE APP BEFORE THE START OF WORK SHALL COMMENCE CASTLE USA INC.WRITTEN NOTICE AND END OF WORK EACH DAY.THE AT&T LOGBOOK MUST ALSO BE SIGNED EACH DAY ON SITE. 1. NOTICE TO PROCEED- NO WORK PRIOR TO CROWN 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT AT&T 2. ALL ORIGINAL PERMITS MUST BE POSTED ON SITE BEFORE WORK CAN COMMENCE.ALL PERMITS ARE REQUIRED TO BE IN A NOTICEABLE LOCATION TO PROCEED (NIP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL FOR REVIEW BY THE PERMITTING JURISDICTION. SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE CODES/ORDINANCES. L 3. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: USA INC. CONSTRUCTION MANAGER. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 2. 'LOOK UP - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. CARRIER: AT&T THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE 575 MOROSGO DRIVE TOWER OWNER: CROWN CASTLE USA INC. CONSIDERED DURING ALL STAGES OF DESIGN. INSTALLATION, AND INSPECTION.TOWER MODIFICATION. MOUNT REQUIREMENTS OF THE NEC. ATLANTA,GA 30324-3300 4. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE REQUIRED 6Y THE NEC. EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS STRUCTURE.THIS SHALL INCLUDE. BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CROW N DRAWINGS. THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. MAY CAUSE FRICTIONAL WEAR. IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CODE. v v 5. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR INTENDED USE.ANY COMPROMISED SAFETY CLIMB. INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS. METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE CASTLE PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT MAINTENANCE AND CONTRACTOR NOTICE TICKET. SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING 6. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, JURISDICTION, 4511 N RIMES AVE,SUITE 210 ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. ENVIRONMENTAL. AND ZONING.AFTER ONSITE ACTMTIES AND CONSTRUCTION ARE COMPLETED, ALL 5. EACH END OF EVERY POWER PHASE CONDUCTOR. GROUNDING CONDUCTOR. AND TELCO TAMPA,FL 33614 WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES,AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS. SHALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR REQUIREMENTS. GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR 7. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION 4, ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. PLANS, CLIMBING PLANS. AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH TAGS MEASUREMENTS. AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURANFIGURATION, POWER ANSI/ASSE A10.48 (LATEST EDITION; FEDERAL, STATE,AND LOCAL REGULATIONS; AND ANY APPLICABLE CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE / ) OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL ENGINEER THEOF I I TO BE NOTIFIED. H AS SOON AS POSSIBLE. CIRCUIT EAR). RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A70.48 (LATEST EDITION) AND CROWN CASTLE USA INC. 7, PANEL BOARDS 8. PRIOR M SUBMISSION OF BIDS, CO LI HED AS SHOWN WNOR E VISIT U CELL SITE A G FAMILIARIZEYISC WITH THE END SG CONDITIONS AND TO SHALL D NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. CONFIRM THAT THE WORK CAN BE ACCOMPLISHED ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR B. ALL TIE WRAPS BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE THE ATTENTION OF CROWN CASTLE. CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 SHARP EDGES. 9. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. (LATEST EDITION). 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 235 HEMBREE PARK DRIVE STE 100 CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, ROSWELL,GA 30076 ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE"AND LATEST VERSION OF ANSI/TIA-1019-A-2012 XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE 10. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ANTENNAS." COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6 IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE ITe I e CAD STATED OTHERWISE. PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. SCOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, �,/�/ INSTALLATION FOR EFR A THE INV CARRIER AND CROWN DISCASTLE PRIOR TO PROCEEDINGBEST OU WITH ANY SUCH CHANGE OF INSTALLATION. CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND TYPE TC CABLE (#14 OR LARGER). WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, ��1'11 fireless 7 3. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND TO DETERMINE THE ROUTING OF ALL CONDUITS FOR POWER,AND TELCO AND FOR COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 1961 NORTHPOINT BLVD,SUITE 130 GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE 14. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE HIXSON,TN 37343 REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS PH:423-843-9500/FAX:423-833-9509 15. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE ORDINANCES AND APPLICABLE REGULATIONS. SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN 1` 16. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. AT&T SITE NUMBER: 10015984 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IBC), OR RIGID 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR ��..yy p p WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR, EXTREME CAUTION SHOULD BE USED BY THE CONCEALED INDOOR LOCATIONS. BU₹t: 826548 CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. PAS CO COUNTY(VS) PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS CONSTRUCTION SAFETY PROCEDURES. AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 11 ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: SPECIFICATIONS, LATEST APPROVED REVISION. APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 38122 HENRY DR. 12, CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. ZE+PHYRHILLS,FL 33542 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 2. UNLESS NOTED OTHERWISE. SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR I 1 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS. UNLESS NOTED OTHERWISE. NO MORE THAN 90 AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL EQUAL). EXISTING 1 90-011 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE OF CONTRACTOR. TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON—PERFORATED SHALL NOT EXCEED 901 AT TIME OF PLACEMENT. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER—ACTUATED) FOR ATTACHING SELF-SUPPORT 4. CONCRETE EXPOSED TO FREEZE—THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER—TO—CEMENT EQUIPMENT, ROOMS, AND SHELTERS. STRUCTURE. MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN RATIO (W/C) OF 0.45. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE ISSUED FOR: 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185.ALL SPLICES SHALL BE AND TOWER AREAS. MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND REV DATE DRGT'I DESCRIPTION DES./Q CLASS "B"TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: SURFACE APPLICATION. CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT 0 08/07/20 RAW FOR CONSTRUCTION MAT #4 BARS AND SMALLER 40 ksi 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, CONCRETE, PIASTF,# OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED 1 09/14/20 RAW FOR CONSTRUCTION TDD #5 BARS AND LARGER 60 ksi EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 2 09/22/20 RAW FOR CONSTRUCTION TOG CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.....................................................3" 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE 3 ,10/30/20 RAW FOR CONSTRUCTION TDD CONCRETE EXPOSED TO EARTH OR WEATHER: MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE #6 BARS AND LARGER..................................................................................................................2" FOR EROSION AND SEDIMENT CONTROL. RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (DR BETTER) FOR #5 BARS AND SMALLER........................................................................................................1-1/2" 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND EXTERIOR LOCATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION 25. METAL RECEPTACLE. SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED SLAB AND WALLS.......................................................................................................................3/4" OF OWNER. OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE BEAMS AND COLUMNS...........................................................................................................1-1/2" 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE OR BETTER) FOR EXTERIOR LOCATIONS. WITH ACI 301 SECTION 4.2.4. RETURNED TO THE OWNER'S DESIGNATED LOCATION. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMAFR TIONS AND 21. CTOR SHALL VE PREMISES IN ) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR22. NO OM FIS. ILLL SITE ORON A EMBANKMENTAM MATERIAL SHALL LBEN PLACED I ON FROZEN AND GROUND. FROZEEN SHOULD M MATERIALS. SNOW 27. THE S. ACONTRACTOR WEATHER NOTIFY AND OBTAID (WP N R NECESSARY UTHOEXTRIZATIONO FROM NTHE IIIM IICA OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. CARRIER AND/OR CROWN CASTLE USA INC. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. : E i 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND SCC DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO GREENFIELD GROUNDING NOTES: SAFEGUARD LIFE AND PROPERTY. NO.64847 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "AT&T". l 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE * u * J *' 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE PULL CORD INSTALLED. 1V■ A TEST RESULT OF 5 OHMS OR LESS. STATE OF 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC. SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. WW0."s a l S 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS, 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 It OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR. SUCH AS METALLIC CONDUITS. METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE IT ISA VIOLATION OFLAW FOR ANY PERSON, (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. UNLESS THEY ARE ACTING UNDERTI"IB DIRECTION 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3"TO 6"OF CAD—WELD TERMINATION POINT. THE EXPOSED END OF OFALTCENSED PROFESSIONALENGINEER, THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). TO.ILTER THIS DOCUI,ANT. 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS, AND WATER TOWERS GROUNDING RING. TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS. LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER SHEET NUMBER: REVISION: LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). T-2 3 NOTE (E) UTILITY (E) UTILITY (E) 16'± (w) THIS IS NOT AN AS BUILT SURVEY. ALL EQUIPMENT AT&T POLE, TYP. FRAME, TYP. DOUBLE GATE LOCATIONS SHOWN ARE BASED OFF DOCUMENTS SUPPLIED BY CROWN CASTLE AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR 575 MOROSGO DRIVE BEFORE CONSTRUCTION BEGINS. ATLANTA,GA 30324-3300 x x x x x Xx� x x x x x x x CROWN N.0 x CASTLE 4511 N HIMES AVE,SUITE 210 TAMPA,FL 33614 (N)AT&T GENERATOR (SEE SHEET E-1 FOR ENLARGED SITE PLAN) (E) ICE BRIDGE, NP 235 HEMBREE PARK DRIVE STE 100 ROSWELL,GA 30076 TeIeCD (E) 14'-0-X ' +«'F'+ `,iWireless 1 16'-0" PAD + + + + + (E) DOOR PAD 1961 NORT14POINT BLVD,SUITE 130 x aII •+++• HIXSON,TN 37343 + + + PH:423-843-9500/FAX:423-843-9509 °0- ++'+ (N)AT&T EMERGENCY ++,++ �ECRATOR STOP AT&T SITE NUMBER:10015984 +• •+ + + (N)AT&T AUTOMATIC TRANSFER SWITCH (ATS) TH • (E) UTILITY ++\ (SEE SHEET E-1 FOR ENLARGED SITE PLAN) BU#: 826548 FRAME, TYP. PASCO COUNTY(VS) ++ ++ a+++ x (E) UTILITY + 38122 HENRY DR. + + a FRAME, TYP. (E) 8'-0"X + + 21'-0" PAD *F*+ ZEPHYRHILLS,FL 33542 a'+ + x EXISTING 190'-011 (E)AT&T MOBILITY + + '+ ++ 10'-0""x 12'-o SELF-SUPPORT + BUILDING + (E)ABANDONED ++++ ++++ (E) ICE +�+ ISSUED FOR: 8•-0• X ++++ ++++ BRIDGE, TYP. + + J++ 14'-0" PAD + + + + + + REV DATE DR1x'N DESCRIPTION DES./Q. x _-. 0 08/07/20 RAW FOR CONSTRUCTION MAT + + + + + + + + ALL WORK _HALL COMPLY WITH + + + + a + + 1 09/14/20 RAW FOR CONSTRUCTION TDD + + + + + + NFFA CODES AND STANDARDS + + + + + + +r++ ++ + •F++ ++++ 2 09/22/20 RAW FOR CONSTRUCTION TDD + +BRIDGE, 3 10/30/20 RAW FOR CONSTRUCTION TDD (E) ICE + ++++ ++++ TYP. ++++ + + __----____ + + (E) DEN PAD ++++ x REVIEW DATE / � + + + + + + + + + + + + + + + + + + + + + CITYOFZEPI' ' ILLS+ + + + + + + +++ + + + + + + + + + + + + + x + + + + + + + + + + + + + + + + + + + + + + ++ FIRE AND LIFE SAFETY EXAMINER_______ (E) TRANSFER I ++++ Cq SWITCH + E + SF (E) ICE (E)AT&r ICE N0.64847 BRIDGE, +•+ ++++ BRIDGE t30'-0" TYP + + S)PADSTATE OF (E) DEN ++++ �' (E) FENCE. TYP. � QCs x � O O TRUCTURE (E) 190-0•'SELF—SUPPORT TOWER : AT&T METER D DISCONNECT ITiSA t•'IOLaTIONOF LAW FORANI'PUMON, ISCON (E) FNDPIER, TYP. OF A LICENSED PROFESSIONAL ENGINEER, TOATERTHISDOCUMT. r11SITEPNSCALE: 3/16" 1'-0'(FULL SIZE) (E) BOLLARD. NP (E) UTILITY SHEET NUMBER REVISION: 4 2 0 4' 3/32"=t'-0"(t1.17) H-FRAME, TYP. A C- 1 Jl ff=BEORD,INATED P LOCATIONS SHALL ON SITE WITHANAGER, PRIOR TOATT RETE PAD TANK EXTENTS PER MANUFACTURER 7" 575 MOROSGO DRIVE "OUTLINE OF GENERATOR A ATLANTA,GA 30324-3300 _____/ CROWN 'TANK FOOTPRINT 0 GENERAL NOTES. CASTLE 4'11N 1. CONCRETE SHALL REACH A MINIMUM COMPRESSIVE T�A,FL3'6TE21°14 SLAB REINF., I ' STRENGTH OF 3,000 PSI IN 28 DAYS FOR FOUNDATIONS, SEE SECTION A-A i a SLABS, AND CONDUIT ENCASEMENTS. CONCRETE SHALL O HAVE A 4" NOMINAL SLUMP AND 4.5-6.5% AIR CONTENT. O ELECTRICAL STUB-UP AREA; m W x COMPRESSIVE STRENGTH TEST TO BE PERFORMED ON COORDINATE SIZE AND PLACEMENTS w CONCRETE USED FOR FOUNDATION ONLY. WITH MANUFACTURER'S DRAWINGS Y �' 235 HEMSREE PARK DRIVE STE 100 (2) #5 ROSWELL,GA 30076 TRANSVERSE REBAR 2. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE (THIS LOCATION) • a e e • • 60 DEFORMED BARS. 7/'A�'\[ 3" --PROVIDE ADDITIONAL Te I e C `D #4 U-BARS, TYPICAL (8) 5/80 x 3-1/2" EMBED HILTI KWIK A 3. ALL DETAILING, FABRICATION AND PLACING OF �i FOR EACH END OF BOLT TZ STAINLESS STEEL EXPANSION z.Wireless 3• STUB-UP AREA ANCHOR (OR APPROVED EQUAL). REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF 1961NORTI-IPOINTSLVD,SUITE130 REFERENCE ICC-ES ESR-1917 REPORT. STANDARD PRACTICE FOR DETAILING REINFORCED HIXSON,TN37343 Y-0" V_0" PH:423-843-9500/FAX:423-843-9509 CONCRETE STRUCTURES (ACI 318). QGENERATOR PAD DETAIL AT&T SITE NUMBER:10015984 SCALE: NOT TO SCALE 4. ALL BAR SPLICES SHALL BE CLASS "B" TENSION SPLICES. BU#: 826548 OUTLINE OF GENERATOR PASCO COUNTY(VS) FINSTALLER NOTE: (5) #5 LONGITUDINAL REBAR BASE FLOOD ELEVATION (BEE) NOT WITH (10) #5 TRANSVERSE REBAR OR 3/4" CHAMFER 5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF PROVIDED. CONTRACTOR TO ENSURE APPROVED ALTERNATIVE 6X6 (TYP) 38122 HENRY DR. TOC OF GENERATOR PAD MATCHES OR (W2.1/W2.1), 8 GAUGE WIRE MESH w CONCRETE WITH A 3/4" X 45° CHAMFER. EXCEEDS TOC OF EXISTING AT&T V F ZEPHYRHILLS,FL 33542 EQUIPMENT PAD/FOUNDATION. o 'v z z 6. FINISHED SLAB TO BE LEVEL ±1/4".TYP EXISTING 190'-0" 7. FLEXIBLE UTILITY CONNECTIONS SHOULD BE USED AT SELF-SUPPORT j/ UNDERGROUND TO GENERATOR INTERACTIONS. ISSUED FOR: REV DATE DRW.'N DESCRIPTIONCO DES./Q (E)NTRACTOR TO CONDITIONS ONSSIEE 8. EQUIPMENT PAD DESIGN BASED ON AN ASSUMED 0 08/07/20 RAW FOR CONSTRUCTION MAT SLOPE AWAY AS REQUIRED ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. 1 09/14/20 RAW FOR CONSTRUCTION TDD 6" COMPACTED GRANULAR BASE EQUIPMENT FOUNDATIONS BEARING ON CLAY SOILS SHALL 2 09/22/20 RAW FOR CONSTRUCTION TDD 3 10/30/20 RAW FOR CONSTRUCTION TDD COMPACTED SUBGRADE HAVE A MAXIMUM SOIL PLASTICITY INDEX OF 27. 9. INSTALL EQUIPMENT ANCHORAGE PER MANUFACTURER'S ®SCALE: PAD DETAIL - SECTION A-A WRITTEN RECOMMENDATIONS. SCALE: NOT TO SCALE ,`�ruurrUrrr 10. THE ATTACHMENT OF THE GENERATOR TO THE ��.•��N M. Cq ��'•, (8) 5/80 x 3-1/2" EMBED HILTI KWIK BOLOLT TZ (OR STAINLESS APPROVED EQUAL).LESSSTEEL EXP NSION FOUNDATION SLAB AND THE FOUNDATION ITSELF AREA REFERENCE ICC-ES ESR-1917 REPORT. DESIGNED TO RESIST A 3 SECOND GUST WIND SPEED OF 64847 INSTALLATION TORQUE 143 MPH (ULTIMATE WIND SPEED). _ * *: = 60 FT-LB 1 ANCHOR FRAME 11. ELECTRICAL STUB-UP AREA WILL BE DETERMINED BY + STATE OF GENERATOR ORIENTATION. 2 I w �0 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUD¢.NT. 11/160 HOLE SHEET NUMBER: REVISION: (5/8"0 BIT) I I IC-2 3 TYPICAL ANCHOR DETAIL ZSCALE: NOT TO SCALE 3 NOTES AND SPECIFICATIONS: X X X X X X X X X X X AT&T 1. ALL ELECTRICAL WORK SHALL COMPLY WITH NEC, STATE, AND LOCAL INSTALLER NOTE: CODES. NOTE: INSTALL ATS ALARM RELAY. 2. CONTRACTOR SHALL OBTAIN OWNER/TENANT SPECIFICATIONS AND AT&T PORTABLE DEN INTERFACE TO BE REVIEW FOR ADDITIONAL DETAILS AND REQUIREMENTS THAT MAY NOT REMOVED ONLY IF NECESSARY x 3. ATLANTA,GA 30324-3300 BE SHOWN IN THESE DRAWINGS. CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL OWNER/TENNANT SPECIFICATIONS AND REQUIREMENTS 575 MOROSGO DRIVE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC UTILITY FOR THE EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. CONTRACTOR SHALL COORDINATE WITH THE CRO' - r� TELEPHONE UTILITY FOR THE EXACT TELEPHONE REQUIREMENTS AND W ❑O __________ TSERVICE ROUTING '® 4. PRIOR TO PURCHASING EQUIPMENT, THE CONTRACTOR SHALL CONTACT CASTLE I® ® '� THE ELECTRIC COMPANY AND OBTAIN IN WRITING THE MAXIMUM AVAILABLE FAULT CURRENT AT THE UTILITY SERVICE POINT. THE Q. a0 CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT. CIRCUIT 4511 N HIMES AVE,SUITE 210 llff BREAKERS, DISCONNECTS, FUSES, AND PANELBOARDS HAVE A FAULT CURRENT INTERRUPTING RATING GREATER THAN THE AVAILABLE FAULT TAMPA,FL 33614 CURRENT. IN NO CASE SHALL THE FAULT CURRENT INTERRUPTING RATING BE LESS THAN 10,000 AMPS. 5. CONTRACTOR TO PROVIDE 2-200 LB TEST POLYETHYLENE PULL - CORDS SECURELY FASTENED AT EACH END OF POWER AND TELCO - CONDUIT. PROVIDE CAPS ON END OF UNUSED CONDUIT []® -(N)AT&T GENERATOR 6. CONTRACTOR TO PROVIDE A REBRR.MARKER WITH AT LEAST 2 FEET ON A 4'-0" x 10'-0"PAD EXPOSED ABOVE GRADE AND PAINTED BRIGHT ORANGE TO INDICATE O LOCATION OF CONDUIT CAPPED BELOW GRADE 235 HEMBREE PARK DRIVE STE 100 x 7. PRIOR TO TRENCHING CONTRACTOR SHALL LOCATE ALL EXITING ROSWELL,GA 30076 UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR AT O CONTRACTOR'S EXPENSE ANY DAMAGE TO EXISTING UTILITIES. ® 8. CONTRACTOR TO VERIFY EXACT ROUTING OF POWER AND TELCO Te I e C/\D CONDUIT WITH LOCAL UTILITIES AND OWNER/TENNANT. ENSURE ALL CONDUIT STUB-UPS ACCOMMODATE EQUIPMENT REQUIREMENTS 9. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC UNLESS ^`Wireless -}" NOTED OTHERWISE. USE SCHEDULE 80 PVC UNDER ROADS. USE 1961 NORTHPOINT BLVD,SUITE 130 LONG-SWEEP RIGID GALVANIZED STEEL (RGS) FOR ELBOWS. USE RGS FOR RISERS TO EQUIPMENT. MANUFACTURED BENDS SHALL HAVE A HIXSON,TN 37343 MINIMUM RADIUS OF 36" FOR CONDUIT PH:423-843-9500/FAX:423-843-9509 y I -- (E) FENCE,NP 10.CONDUIT RUNS SHALL HAVE A CONTINUOUS SLOPE DOWNWARDS AND rp AWAY FROM THE EQUIPMENT TO ALLOW WATER TO FLOW AWAY FROM AT&T SITE NUMBER:>Ei R: 10015984 THE EQUIPMENT AND SHELTER. EXCAVATE TRENCHES ALONG STRAIGHT x LINES PRIOR TO INSTALLING CONDUIT TO ACCOMMODATE ADJUSTING THE ELEVATION. AS NEEDED. a I 11.CONDUIT ENTERING EQUIPMENT SHALL BE SEALED WITH A SEALANT BU#: 826548 THAT IS IDENTIFIED FOR USE WITH THE CABLE/CONDUCTOR PASCO COUNTY(VS) INSULATION, SHIELDING, ETC. 12.THE OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL x ADDITIONAL SIGNAGE TO BE LOCATED AT THE COMPOUND FENCE. 38122 HENRY DR. II CONTRACTOR SHALL COORDINATE WITH OWNER/TENNANT CONSTRUCTION MANAGER FOR PLACEMENT OF SIGNAGE ZH EPYRHILLS,FL 33542 (N) 1"CONDUIT WITH CAT5 ALARM CABLE 13.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS RESPONSIBLE I (N)ATS TO (N) GENERATOR THE LANDSCAPING AREA EiXISTING 1001_011 FOR ALARMS AND START CIRCUIT FROM FOR REPAIRING ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO yr 3 ±25'-O" a I x 14.CONTRACTOR ENSURE A MIN. 3' CLEARANCE IN FRONT OF ELECTRICAL SELF-SUPPORT PANELS PER NEC. 15.ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT ISSUED FOR: SHALL BE LABEL TESTED BY AN APPROVED THIRD PARTY TESTING AGENCY. REV DATE DR%N DESCRIPTTON DES./Q. I0 08/07/20 RAW FOR CONSTRUCTION MAT _ (N) 1-1/2" POWER CONDUIT FROM i 09/14/20 RAW FOR CONSTRUCTION TDD + + + I (N)ATS_TO (N)GENERATOR 2 09/22/20 RAW FOR CONSTRUCTION TDD *25-0 CONDUCTOR COLOR CODE 3 10/30/20 RAW FOR CONSTRUCTION TDD + + + + + + a I SYSTEM CONDUCTOR COLOR A PHASE BLACK + + + + I x 120/240V, 10 B PHASE RED NEUTRAL WHITE + + + I GROUND GREEN - - -- - A PHASE BLACK E + + + � -_ -(N) 1"BLOCK HEATER& BATTERY CHARGER B PHASE RED ,, `�'�w5",M r,G.q�J��,,' + + +- r CONDUIT FROM (E) PANEL TO(N) GENERATOR 120/208V, 30 C PHASE BLUE ♦ ` + 1 I ±25-0" NEUTRAL WHITE T T a GROUND GREEN SC 'r� + + + A PHASE BROWN ` t N0.64847 B PHASE ORANGE OR PURPLE J + + + " + + + _' )' 277/4BOV, 30 C PHASE YELLOW (E) ICE BRIDGE, TYP. NEUTRAL GREY - 7C `� I x GROUND GREEN STATE OF a �± + + + + + + (E) DOOR PAD ; I I DC SEE VOLTAGE BLACK'• 210.5(C)( ) AND (2)NEC + + + I '" POLARITY MARKED AT TERMINATION �► S;'rQ G �� (N)AT&T EMERGENCY + -{- GENERATOR STOP I !1111111 SWITCH a x + + + (E)AT&T MOBILITY I (N)AT&T ATS + + 1 'L ' X 12'-0" BUILDING + + + + + + + + (1) (N) 2" POWER COALARM NDUIT (1) (N) CABLE FEED ( ) + + FROM (N)ATS TO (E) PANEL(E) ANEL I N)(E)ALARM BLOCK TO ITISAVIOLATION OF LAW FORANY PERSON, E 8'-0" X UNLESS THEY.4RF ACDNG UNDER THE DIRECCION 21'-0" PAD I II OF A LICENSED PROFESSIONAL ENGINEER + + + � TO ALTER THIS DOCUMENT. �ELECTRICAL PLAN © SHEET NUMBER: VISION: CI ) vz=1-0 U L slzE) N E 1 3 2' 1• 0 2' 1/4 (i'-o•(11x17) • , [INSTALLER NOTES (E) WALL/CEILING/PAVEMENT INSTALL SLIP JOINT ONLY WHERE REODIRED. AT&T CONDUIT PLUG FOR SPARE CONDUIT 575 MOROSGO DRIVE 0 FINISHED GRADE, OR VERTICAL UNISTRUT PIOOOWT-HG. GROUND COVER MATCH ATLANTA,GA 30324-3300 REQUIRED LENGTH BASED ON SLOPE AND THICKNESS CONDUIT COUPLING CONDUIT(TYP)- QUANTITY OF CONDUIT TO BE OF EXISTING CROWN MOUNTED. INSTALL AT 5'-0"O.C. PIPE CLAMP MAX W/FASTENER AT EACH END. UNDISTURBED SOIL CAUTION TAPE 12" CASTLE MIN. DEPTH EXPANSION JOINT �''E•' t�a�Yc kY)`.�'/I�/-s '� Y -1�t-{53'.7 F-£... %�%��\// 4511 N HIMES AVE,SUITE 210 \//`/ TAMPA,FL 33614 VERTICAL UNISTRUT P,000WTHG. / / _���/ COMPACTED BACKULL IJQUANACTORY REQUITITDV OFNGTH CONDUIT TO BE SED ON O NATIVWITH EAORDMPOR ED MOUNTED. INSTALL AT 5'-0"O.C. ��//�/ :✓�// SOIL TO 95% PROCTOR II - MAX W/FASTENER AT EACH END. / \\%\ COMPACTED SAND (SEE NOTE 1) IF �� � 11=1 CONDUIT(TYP) / ( //vi 1" SCH 40 POWER CONDUITS - -_� -� , 23514EMBRF-EPARKDRIVESTE 100 r CONDUIT WITH PULL STRING -II-III ROSWELL,GA 30076 2"SCH 40 PVC AUXILIARY POWER 12• 1" SCH 40 PVC ALARM PROPOSED CONDUIT T CONDUIT WITH PULL STRING 24" MIN. CONDUIT WITH PULL STRING e I ë A PIPE CD LAMP I CA CONDUIT ELBOW � Wireless (E) WALL/CEILING/PAVEMENT 1965 NORTHPOINT BLVD,SUITE 130 =SON,TN 37343 PH:423-843-9500/FAX:423-843-9509 AT&T SITE NUMBER:10015984 CONDUIT WALL MOUNT DETAIL 1, TRENCH DETAIL SLIP JOINT DETAIL BU#:826548 SCALE: NOT TO SCALE L SCALE: NOT TO SCALE SCALE: NOT TO SCALE PASCO COUNTY(VS) U.L. SYSTEM NO. C-AJ-1150 38122 HENRY DR. UNISTRUT WALL ATTACHMENT: CONDUIT THROUGH BEARING-LL SIMILAR TO U.L. DESIGN NO U9Q$ WALL F RATING = 3 HR ZEPHYRHILLS,FL 33542 CONSTRUCTION ANCHOR T RATING = 0 HR FASTENER SPACING TYPE A. FLOOR OR WALL ASSEMBLY : MINIMUM 4-1/2"THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) WOOD STUD 3/8" DIA. LAG SCREW 16• CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIER CONCRETE BLOCKS'. MAX DIAMETER OF OPENING EXISTING 11 1901-0 IS 4". (SEE CONCRETE BLOCKS CATZ) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.(E) SHELTER WALL SELF-SUPPORT CONCRETE BLOCK B. THROUGH PENETRATIONS ONE METALLIC PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR (HOLLOW) - B" WALL ASSEMBLY. THE ANNULAR SPACE SHALL BE MINIMUM 0". (POINT CONTACT) TO MAXIMUM 1-3/8". THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: ISSUED FOR: -®__ -_ a.STEEL PIPE-NOMINAL 6" DIAMETER (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE CONCRETE BLOCK 3/8"0 SIMPSON TITEN HD ANCHOR 24" b.IRON PIPE—NOMINAL 6" DIAMETER (OR SMALLER) CAST OR DUCTILE IRON PIPE. REV DATE DREEN DESCRIPTION DES./Q. (SOLID) MINIMUM EMBEDMENT 2-3/4" c.CONDUIT — NOMINAL 4" DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR NOMINAL 3-1/2" DIAMETER (OR SMALLER) STEEL CONDUIT. 0 08/07/20 RAW FOR CONSTRUCTION MAT RUBBER END CAPS ON NOTES: 1 09/14/20 RAW FOR CONSTRUCTION TOT ALL UNISTRUT ENDS I. USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR WALL C. PACKING MATERIAL: MINIMUM 6"THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATTING INSULATION FIRMLY PACKED INTO MOUNT AND CONNECTION OF CHANNELS. OPENING AS A PERMANENT FORM, PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH 2 09/22/20 RAW FOR CONSTRUCTION TDD 2. GC SHALL USE NON-SHRINKING CAULK TO WEATHER SEAL SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. 3 10/30/20 RAW FOR CONSTRUCTION TDD AUTOMATIC ALL PENETRATIONS INTO OR THROUGH SHELTER WALL. 3. MINIMUM (3) ANCHORS TO BE USED FOR EACH CHANNEL. D. FILL, VOID, OR CAVITY MATERIAL': SEALANT: MINIMUM 1/4"THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, `¢-' TRANSFER FLUSH WITH TOP SURFACE OF FLOOR AND WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN z a SWITCH Mq�UF PIPE AND CONCRETE, A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE/PIPE INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. W-RATING APPLIES ONLY WHEN �' C>GReR CP601S OR CP604 SEALANT IS USED. MOUNTING HOLE HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC. : CP6015, CP604, CP606, OR FS-ONE SEALANT. (N) P1000WT-HG (4 TOTAL) • BEARING THE UL CLASSIFICATION MARK `lllllll!!!l1 j/JJ UNISTRUT CHANNEL, TYP J ♦♦�`,�N M• C4 JJJ�� Sic J. GALV. CONCRETE A N0.64847 -•� ANCHOR, TYP. D NEW AUTOMATIC TRANSFER SWITCH 1l MOUNTED TO NEW UNISTRUT B o (CAM-LOCK NOT SHOWN FOR CLARITY) )' j _ Ot STATE OF D NATURAL GRADE FINISHED GRADE ala JJIJ'Yy�w®`'Z(, j�♦♦ z VVVffffYY!tI1111 l��((QQ�v"" a A B _ i _II:' " c 7T ISAVIO MOUNTED TO WALL OR TO NEW r HG UNISTRUT UTILITY FRAME POST W/ [INSTALLER NOTES: FASTENER AT EACH END. SEE APPROPRI�yII UTILITY FRAME DETAIL 1 DETAIL,EXISTING EQUAL 3-HR U.L.ION p PENETRAATONRIES FROM HIS SHALL ALACONSTRUCTED OON TE FOR C SHRINKING CAULK TOE L.{TION OF LAW FOR ANY PEILSN, O NEW MECHANICAL CONNECTION SECTION A-A UNLESS THEY ARE ACTING UNDERTHE DIRECTION WEATHERSEAL ALL PENETRATIONS INTO OR I OF A LICENSED PROFLSSIONAL ENGINEER, WITH #2 TO (E) GROUND ROD THRU SHELTER WALL. TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: UTILITY FRAME ELEVATION SATs MOUNTING DETAIL OUTER WALL PENETRATION DETAIL E-2 3 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE v SCALE: NOT TO SCALE • , NOTES: 1 11 INSTALLER NOTES; 1.THE GENERATOR SIZE HAS BEEN DETERMINED BY AT&T BASED ON AN AT&T 1. ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE COPPER. INTERNAL LOAD ANALYSIS OF THEIR EQUIPMENT. THE GENERATOR SIZE WAS ALL CONDUCTORS SHALL BE THHW, THWN, THWN-2, XHHW, PROVIDED AS PART OF THE SCOPING ANALYSIS. AT&T SHALL BE RESPONSIBLE OR XHHW-2 UNLESS NOTED OTHERWISE. FOR ENSURING THAT THEIR SYSTEM CONFIGURATION DOES NOT EXCEED THE MANUFACTURER POWER RATING OF THE SPECIFIED GENERATOR. 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A SPOT READING OF " ON THE ELECTRICAL ONE-LINE DIAGRAM AND NOTIFY THE THE PANEL AT PEAK OPERATING HOURS TO VERIFY THE AT&T PANEL ] I ST MOROSGO DRIVE ENGINEER OF ANY DISCREPANCIES. SCHEDULE CALCULATIONS ARE NOT EXCEEDED. IN THE EVENT THE READING EXCEEDS THE CALCULATED PANEL SCHEDULE LOADS, RECORD THE READING ATLANTA,GA 30324-3300 3. ALL GROUNDING AND BONDING PER THE NEC. AND CONSULT AT&T ENGINEERING MANAGER PRIOR TO PROCEEDING WITH GENERATOR INSTALLATION. 4. INSTALL ATS ALARM RELAY CROWN I [C\C 1 [INSTALLER NOTE: CASTLE CONTRACTOR TO VERIFY EXISTING LOAD PANEL AND INSTALL NEW 20A BREAKER FOR BLOCK HEATER AND NEW 20A BREAKER FOR BATTERY (E) UTILITY COMPANY 4511 N HISSES AVE,SUITE 210 CHARGER (IF REQUIRED). 120/24OV, 103W, TAMPA,FL 33614 TRANSFORMER (E) WIRE AND CONDUIT M 235 HEMBREE PARK DRIVE STE 100 (E) WIRE AND CONDUIT ROSWELL,GA 30076 (E) 200A, 120/240V, 143W, NEMA �`/A� A /�� VE, METER AND DISCONNECT.O T/ti I/'� /\ ■ 1 VERIFY COMPATIBILITY WITH LOCAL I e• e -/;- ■r/■ UTILITY COMPANY. LOCATION OF rv / MAIN BONDING JUMPER. .Wireless l(\ 1961 NORTHPOINT BLVD,SUITE 130 (E) #6 CU (GROUNDING HIXSON,TN 37343 ELECTRODE CONDUCTOR) PH:423-843-9500/FAX:423-843-9509 AT&T SITE NUMBER: 10015984 (E) GROUNDING ELECTRODE SHALL BE� (N) (3) 3/0 WITH #6 BU#:826548 (2) 5/8'6 X 8' LONG GROUND MINIMUM 6' APART GND IN 2" CONDUIT PASCO COUNTY(VS) (N) (3) 3/0 WITH #6 GND IN 2"CONDUIT 38122 HENRY DR. (N) GENERATOR CONNECTION (N) 200A. 120/240V, 143W, NEMA ZEPI-YRHILLS,FL 33542 DEVICE (CAMLOK TYPE) ON 3R, 3-SOURCE POWER TRANSFER EXTERIOR OF EQUIPMENT SHELTER SWITCH. AUTOMATIC TRANSFER BETWEEN UTILITY AND STANDBY (N) GENERATOR E-STOP POWER SOURCES. MANUAL EXISTING 1901-011 200/2 TRANSFER BETWEEN STANDBY (N)(3) 1/0 WITH #6 200/2 SOURCES. LOCATED ON EXTERIOR SELF-SUPPORT GENERATOR ALARM IDENTlFlCAT10N CHART GND IN 1-1/2" \ OF EQUIPMENT SHELTER. CONDUIT NAME DESCRIPTION ISSUED FOR: CF CRITICAL FAILURE 150/2 (N) I" CONDUIT WITH (12) REV DATE DRESS DESCRIPTION DES. /Q FL FUEL LEAK OVERFILL G � #18 WIRES FOR ALARM BLOCK GR GENERATOR RUNNING G 0 08/07/20 RAW FOR CONSTRUCTION MAT 200/2 1 09/14/20 RAW FOR CONSTRUCTION TDD FL LOW FUEL 2 09/22/20 RAW FOR CONSTRUCTION TDD MAF MAJOR FAULT 3 .10/30/20 RAW FOR CONSTRUCTION TDD MF MINOR FAULT FL GEN FUEL LEAK TANK BAIT/SLATE (N) 1" CONDUIT WITH (12) (N) (3) 3/0 WITH #6 NOTE: CONTRACTOR TO LABEL WIRES W/P-TOUCH OR SIMILAR - #18 WIRES FOR COMMAND GND IN 2"CONDUIT AND CONTROL OF GENERATOR LABELS ONLY. ABSOLUTELY NO HANDWRITTEN LABELS. (N) STANDBY DIESEL GENERATOR AT&T ALARM REQUIREMENTS (N) 66 BLOCK FOR GENERATOR CLOSED REQUIRES VVOLTEFREEU CONTACTSFORNFIRMED WORKING: NORMALLY ALARM CIRCUITS (ON (6)BTOENLC) ,`���; M.110',1/, 1.GENERATOR RUN (N) (4) #12 (2-H/2-N) WITH 2.GENERATOR FAIL 3.LOW FUEL CONDUIT GROUND IN 1" o E 4.FUEL LEAK 1" ` w COLOR CODE GENERATOR: 20/1 NO.64847 A. CABLE - FOUR 12-PAIR DIRECT BURIAL B. COLOR CODE 3R), LOAD CENTER NEUTRAL AND NEMA 1.GENERATOR RUN - ALARM PORT#14(ORANGE& WHITE) 20/1 GROUND NOT BONDED AT THIS 2.GENERATOR FAIL - ALARM PORT#15(BLUE&WHITE) �� LOCATION. STATE OF 3.LOW FUEL- ALARM (PORT P32)ON I/O BOARD (GREEN & 4.FUEL LEAD - P32 ON I/O BOARD)(BROWN &WHITE) AUTOMATIC TRANSFER SWITCH (IF APPLICABLE) A. CABLE — c.t5e B. COLOR CODEL2 B. 1.COMMERCIAL POWER FAIL IF REQUIRED(BLUE WHITE) 1111111► 2.TRANSFER SWITCH POSITION (BROWN WHITE) CAM LOCK ALARM A. CABLE — cut5e (E) #6 CU (GROUNDING B. COLOR CODE ELECTRODE CONDUCTOR) PER 1.PORTABLE GENERATOR RUNNING(ORANGE WHITE)(IF 250.32 OF THE NEC REQUIRED) (5)SHELTER/EQUIPMENT PAD GROUND RING IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: ALARM DETAILS (,-NONE LINE DIAGRAM I SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE E-3 ' • GROUNDING PLAN 1.EGEB9L GROUNDING NOTES: AT&T ---GROUND WIRE 1.IF MORE THAN 20' FROM EXISTING GROUND RING. INSTALL GROUND ROD (5/5" x 10'). ROD ■ EXOTHERMIC WELD SPACING: B' MAX. TOP OF ROD AND GROUND WIRE TO BE BELOW FROST LINE. 2.ALL GROUND CONDUCTORS SHALL BE COPPER. 75 DEGREES C RATED. AND CONDUCTOR • MECHANICAL CONNECTION INSULATION BE THWN OR THHN. 3.GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES. 4.GENERATOR NEUTRAL SHALL NOT BE GROUNDED AT THE GENERATOR. REFER TO SINGLE LINE 575 MOROSGO DRIVE DETAIL, SHEET E-1. fi"WIDE METALLIC HTEL 5.EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED. ATLANTA,GA 30324-3300 GRADE A WARNING/LOCATOR TAPE AT 6.CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT THROUGH CONCRETE AND ABOVE GROUND, UNLESS OTHERWISE NOTED. 7.ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED "AT 10K AIC" MINIMUM. HIGHER RATINGS CROWN SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE. EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTILITY BASED ON EXACT CONDITIONS CASTLE o (XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF CONDUCTORS. ETC). vio EXOTHERMIC WELD 4511 N RIMES AVE,SUITE 210 TAMPA,FL 33614 GROUND RING #2 COPPER WIRE • SOLID, TINNED FOR CARRIER AND ICE - - - - BRIDGE GROUND LOOP / 235 HEMBREE PARK DRIVE STE 100 ROSWELL,GA 30076 (E) GROUND WIRE, NP. , TeleCAD GROUND ROD COPPER /• •/ CLAD STEEL ROD W/MIN. - 5/8 0 x 10'-0" LONG / 1961 NORTHPOINT BLVD,SUITE 130 HIXSON,TN 37343 PH:423-843-9500/FAX:423-843-9509 NOTES: #2 BARE TINNED GROUND WIRE TO / AT&T SITE NUMBER: 10015984 (E) EQUIPMENT GROUND RING. 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE GROUND GENERATOR PER VERTICAL MANUFACTURERS RECOMMENDATIONS 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. BU#:826548 (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) PASCO COUNTY(VS) GROUND ROD DETAIL NEW GENERATOR `0 38122 HENRY DR. I SCALE: NOT TO SCALE ff ZEPIIYRHILLS,FL 33542 EXISTING 190'-0" SELF-SUPPORT ISSUED FOR: (E) EQUIPMENT REV DATE DRWN DESCRIPTION DES./Q' SHELTER OR PADT 0 08/07/20 RAW FOR CONSTRUCTION MAT 1 09/14/20 RAW FOR CONSTRUCTION TDD 2 09/22/20 RAW FOR CONSTRUCTION TDD 3 10/30/20 RAW FOR CONSTRUCTION TDD 826:2 UU1968.7 11111/// ,,, #2 GROUNDED TO ///f C M. 11 .113 FENCE POST OR / C SAC` GROUND ROD J -REK0YABLE ALTERNATOR NEW AUTOMATIC ACRID PANEL f , 'J3 e O TRANSFER SWITCH N0.64847 - AIR INTANE DUCTS I STATE OF — - r I, o (E) EQUIPMENT GROUND RING (FIELD LOCATE) \ AIR INTAKE DUCTS' 755 T —l! IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS TI-WY ARE ACTING UNDER TI-IE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. GENERATOR SPECIFICATION DETAIL ��TYPICAL GROUNDING SCHEMATIC SHEET NUMBER: REVISION: 2 SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE G- 1 3