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HomeMy WebLinkAbout19-21505 CITY OF ZEPHYRHILLS / 5335-8TH STREET (813)780-0020 505 BUILDING PERMIT PERMIT INFORMATION' LOCATION INFORMATION Permit Number: 21505 ' Address: 38522 A AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: - Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14-26-21-0010-01700-0060 Improv. Cost: 20,000.00 OWNER INFORMATION r`. Date Issued: 7/19/2019 Name: CROWN CASTLE GT.COMPANY LLC Total Fees: 310.00 Address: 4017 WASHINGTON RD Amount Paid: 310.00 MC MURRAY, PA. 15317-2520 Date Paid: 7/19/2019 Phone: (813)342-3853 Work Desc: INSTALL AT &T ANTENNAS & GENERATOR 20 KW 90 GAL W/PAD CONTRACTORS APPLICATION FEES CROWN CASTLE USA INC BUILDING FEE 210.00 FIRE PERMIT FEES 100.00 Ins ections Required FOOTER 2ND ROUGH PLUMB MI C INSULATI N CEILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80(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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. /711ATOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Bldg Dept From: Bldg Dept Sent: Thursday,August 29, 2019 8:36 AM To: 'Mary Watson' Subject: RE: CONTRACTOR REGISTRATION - CONCURRENT GROUP LLC. The electrical cost will be$65 to add to permit .We take payment check or cash and the company will need to sign onto the permit application. We do not do this on line or through phone will have to stop by our office which is located at 5335 8th St 33542 at the building dept. Thank you Jackie Boges - 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Mary Watson<mary@concurrentgroupllc.com> Sent:Wednesday,August 28, 2019 4:30 PM To: Bldg Dept<BDept@ci.zephyrhills.fl.us> Subject: RE:CONTRACTOR REGISTRATION-CONCURRENT GROUP LLC. EXTERNAL EMAIL The valuation for the Electrical is$5,000. Let me know what else you need. Thank you for all of your help. Mary Watson CONCURRENT 2774 Carrier Avenue Sanford, FL 32773 407-585-4221 Office 407-361-5664 Cell mary@concurrentgroupllc.com i Bldg Dept From: Mary Watson <mary@concurrentgroupllc.com> Sent: Thursday,August 29, 2019 11:26 AM To: Bldg Dept Subject: RE: CONTRACTOR REGISTRATION - CONCURRENT GROUP LLC. EXTERNAL EMAIL We will be sending our crew lead to pay for this. Can he sign the application? Thanks, Nary Watson 5 0 -�- 1 GONCURRENToo 2774 Carrier Avenue Sanford, FL 32773 407-585-4221 Office 407-361-5664 Cell mary@concurrentgroupllc.com www.concurrentgrouplic.com From: Bldg Dept [mailto:BDept@ci.zephyrhills.fl.us] Sent:Thursday,August 29,2019 10:01 AM To: Mary Watson<mary@concurrentgroupllc.com> Subject: RE: CONTRACTOR REGISTRATION-CONCURRENT GROUP LLC. I have it here in my office they can sign once paid . Building Dept 813-780-0020 813-780-0021 Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately From: Mary Watson<mary@concurrenteroupllc.com> Sent:Thursday,August 29,2019 10:00 AM To: Bldg Dept<BDept@ci.zephvrhills.fl.us> Subject: RE:CONTRACTOR REGISTRATION-CONCURRENT GROUP LLC. EXTERNAL EMAIL Will you please send me the application we need to sign or tell me where to get it, please. 1 r" City ofZephyrhills Permit Application Fax-813-780-0021 816298/14639419 - Building Department Date Received Phone Contact for Permitting 813 342 3873 Owners Name Crown Castle USA Inc.for AT&T owner Phone Number 813-342-3873 Owners Address1 4511 N Himes Ave Ste 210 Tampa,FL 33614 Owner Phone Number Fee Simple Titleholder Name I Crown Castle GT Company Owner Phone Number Fee Simple Titleholder Address 4017 WASHINGTON RD PMB 353, MC MURRAY PA 15317-2520 JOB ADDRESS 38522 A Ave.,Zephyrhills, FL 33542 1 LOT# 6,7,&8 SUBDIVISION PARCEL to$1 14-26-21-0010-01700-0060 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL x REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME 0 STEEL = AT&T proposingl0 antennas @ 215',6 Power and 3 Fiber cables,and 12 RRUS.Proposing to install a 10'x 15'with 8'x 14' DESCRIPTION OF WORKfnr BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $20,000 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ r �06 A =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER �f " COMPANY Crown Castle USA, Inc SIGNATURE V`� REGISTERED I Y/ N FEE CURREN Y/N Address 4511 N.Himes Ave,Ste 210 Tampa,FL 33614 License# SCC131152078 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LXLN Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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,Stornwater 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 Forms.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. ...r...r�...r�...r...rl..t-i..l--�L-1..�:�...-�...r .—� 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 1 �-` 816298_89059 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 properly 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 work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners 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"V"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 T9_OqTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI OF MMMENCEMENT. FLORIDA JURAT(F.S.117.03 OWNER ORAGENT�/v � CONTRACTOR Sub c*,b and sworn t (o ffi f bef a me this -Subscrib@d and orn to te{n hi ] ILI by keytn n 4J02 Who istare personally known to me or has/have produced Who i ar ersonally kno to a or has/have produced as identification. as identification. Notary Public U Notary Public Commission No. Commission No. Aw Lie V.^ OLt-nJert-N Name o Name of Notary typed,printed tamp "'�.,, GALE LOGAN ati►Ry ooe•. ALEX LEE VAN VLAENDEREN MY COMMISSION#GG 121026 Notary Public State afFlorid� :a: 'ems EXPIRES:July4,2U21 tee` Commission#GG 245273 s'.nBondedThruNot"PublicUrxleWters 1orr�°i` My Comm.Expires Aug 2,2022 Banded through National Notary Assn. CITY OF ZEPHYRHILLS 5335_8TH STREET (813)780-0020 21505 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21505 Address: 38522 A AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14-26-21-0010-01700-0060 Improv. Cost: 25,000.00 OWNER INFORMATION Date Issued: 7/19/2019 Name: CROWN CASTLE GT COMPANY LLC Total Fees: 375.00 Address: 4017 WASHINGTON RD Amount Paid: 375.00 MC MURRAY, PA. 15317-2520 Date Paid: 9/05/2019 Phone: (813)342-3853 Work Desc: INSTALL AT &T ANTENNAS & GENERATOR 20 KW 90 GAL W/PAD &ADD ELECT CONTRACTORS APPLICATION FEES CROWN CASTLE USA INC BUILDING FEE 210.00 CONCURRENT GROUP LLC FIRE PERMIT FEES 100.00 ELECTRICAL FEE 65.00 Ins ections Required FOOTER 2ND ROUGH PLUMB MIS INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. C R SIGNATURE PERMIT OFFI R 7PERMIT EXPIRES IN f MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CROWN Crown Castle CCCASTLE 4511 North Himes Avenue,Suite 210 Tampa,FL 33614 Date: 1/23/19 Municipality: City of Zephyrhills Name of license holder: Adam Ehrlich County Certificate # or State License# SCC1 31 1 52078 The following person(s) are authorized to sign for permits for the above referenced license holder. All person(s) authorized to sign must produce a valid Driver's License or Government issued photo ID card and a Photo with this application. This Authorization is for All Permit Submittal and Permit Pickup. Names: Please Print Driver License Kevin DePatie D130-517-78-128-0 Alex Van Vlaenderen V514-012-91-248-0 Terri Anello A540-800-70-784-0 Trisha Purcell P624-801-81-850-0 Jeff Stephens 1309685 (Northern Territory of Australia) Deborah platthy P430-170-61.589.0 Authorization to s re good 12 months of dated form. (Signat - Contracto Commonwealth of Pennsylvania COUNTY OF Sworn to(or affirmed)and subscribed before me this ti day of Jan ,-7 (year), by °� L'f 1 G�, (name of person making statement). (Signature of Notary Public-State of Florida) GALE LOGAN €. � COMMISSION ft GG 121026 EXPIRES;July 4,2.021 (Print,Type,or Stamp C mmissioned Name of Notary Public) shfP�`' 0ordadTbru t°t'pub{iCUnaenvd[" Personally Known OR Produced Identification The Foundation for a Wireless World. CrownCastle.com CROWN Crown Castle CCASTLE 4511 North Himes Avenue,Suite 210 Tampa,FL 33614 Date: 1/23/19 Municipality: City of Zephyrhills Name of license holder: Adam Ehrlich County Certificate # or State License# SCC1 31152078 The following person(s) are authorized to sign for permits for the above referenced license holder. All person(s) authorized to sign must produce a valid Driver's License or Government issued photo ID card and a Photo with this application. This Authorization is for All Permit Submittal and Permit Pickup. Names: Please.Print Driver License Kevin DePatie D130-517-78-128-0 Alex Van Vlaenderen V514-012-91-248-0 Terri Anello A540-800-70-784-0 Trisha Purcell P624-801-81-850-0 Authorization fo s re good 12 months of dated form. (Sig nat Contracto. Commonwealth of Pennsylvania COUNTY OF cb/'o(��rA Sworn to (or affirmed) and subscribed before me this v day of ,J C4n (year), by �. L'`� c G/1, (name of person making statement). (Signature of Notary Public-State of Florida) � :�►��: �;. GALELOGAN MY COMMISSION Al GG 121026 _.+ oaf EXPIRES;July 4,2021 (Print,Type,or Stamp C mmissioned Name of Notary Public) Rft SandedThruNOMPublicUnderwMms Personally Known OR Produced Identification The Foundation for a Wireless World. CrownCastle.com CONCURRENT LIMITED POWER OF ATTORNEY Date: 9-5-19 I hereby name and appoint Philip Shglpe to be my lawful attorney in fact to act for me and apply for a permit and to sign on my behalf do all things necessary to be performed for work at 38522 A Avenue, Zephylhills, FL Licensed Contractor: Fernando Munilla License Number: EC13008099 Signature 0��I STATE OF FLORIDA, COUNTY OF Seminole Affirmed and subscribed before me that 5th day of September 2019_ by Fernando Munilla who is personally know to me or who has produced (type of ID) identification Signature of N tary Public State of Florida Mary B Watson Print Name of Notary Notary Public State of Florida Mary B Watson My Commission GG 106952 Expires 12/06/2021 135-G SW 47 Street Miami, Florida 33155 ' 1 •.• 1 ! F:305-669-5501 concurrentgroupllc.com Crown Castle USA, Inc Adam K Ehrlich 4511 N. Himes Ave,Ste 210 1601 NW 136 Ave Tampa, FL 33614 SCC131152078 (813) 342-3852 Sunrise, FL 33323 561-922-1230 NFLpermits@crowncastle.com 0 FLA'4�fu`A City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received:Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall-be kept with the permit and/or plans. JUL 12 2019 zo< - witzer—Plans Examiner Date Contractor and/or Homeowner Kar (Required when comments are present) Cl ----V City of Zephyrhills Permit Application Fax-813d80.0021 8162 9 8/14 6 3 9'4 79. Building Department Data Received' .Phone Contactfor Pennittl,, 813 342 3673 t-IT7-T' -rrrr�r. -T-TI owners Name .Grown Castle US-A.Inc.for-AT&T owner Phone Number 813-342-3873 � Owners Addres& 4511 N Miles Ave Ste 210 Tampa, 4 Owner Phone Number Fee Simple Titloholder Name Crown Castle GT Company Owner Phone Number Fee Simple Titleholder Address, 4017 WASHINGTON.RD PM13353,MC MURRAY PA.153172520 JOB ADDRESS 38522 A Ave.,Zephyrhills,•FL•33542• LOT# SUBDIVISION PARCEL ID# 14-26-21-0010-01700-0060 IOBTNNEO FROM PROPERTY TAX NOTICE) ' WORK PROPOSED e NEW CONSTR ADDIALT = SIGN Q 0 DEMOLISH INSTALL x REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME Q STEELED TAT proposingl0 anlennas @ 215',6 Power and 3 Fiber cables,and 12 RRUS.Proposing b Install a IV x 15.anth V DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE= HEIGHT C� =BUILDING: 520,000 VALUATION OF TOTAL CONSTRUCTION j i =ELECTRICAL S AMP SERVICE = PROGRESS ENERGY = W.R.E.C. ., =PLUMBING •J 7 K =MECHANICAL $$ VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING Q SPECIALTY = OTHER 1 Y'p V1"�✓ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 ... . 9 , 1 1 1=YES NO . . , — . . .-S,.I-f-i ;-SL - � . 1 ; 11 , y„y-,. . . . . . . .. BUILDER f`I i, " COMPANY Crown Castle USA, Inc SIGNATURE I YIN I FEECURREN Y/N' Address 14611 N.Himes Ave,Ste 210 Tampa,FL 39614 Licensed SCC131152078 . I ELECTRICIAN COMPANY GLt.I /r✓fv'— Gi-Oct LL SIGNATURE 1 // ! u [ �M REGISTERED Y/N FEEcuRm Yp/N 6 C Address 7Q3S-6 Sw 7 7J1 ir(lArr License# C+ C /✓-0V p U / PLUMBER. COMPANY SIGNATURE I YIN FEE CURREN I Y/N Address Llrense# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License A OTHER COMPANY SIGNATURE REGISTERED - YIN -FEE CURREN 'Y/N 't Address License# i II-I.I11111111111'111111111111111tIII II1111111111111111111111111111111 RESIDENTIAL Attach'(2)Plot Plans;(2)sets of Building Plans:(1)set of Energy Fortes:R-0-W Permit for.new construction, Minlrn6rn ten(10)working days after submiltal date.Required onsile,ConstructionPlans,Stermwater Plans w/Silt Fence Installed, Sanitary Facllilles&1 dumpsler,Site Work Permit for subdvisionsnarge projects COMMERCIAL 'Attach(3)complete sets of Building Plans plus a Life Safety Page;(1),sel of Energy Forms.R-O-W Permit for new construction. Minimum,len(10)worldng days after submittal dale.Required onsite,Construction Plans,Stormwater Plans w/Silt fence installed, Sanllary:Facllitles&1.dumpsler.Sile'Work Permit for all hew projects.All commercial requirements must meet compliance_ SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY regolred for all NEW construction. Directions: Fill ' Fill out app6ca6on completely. Owner&Contractor sign back of application,notarized If over$2600,a Notice of Commencement Is requlred. (A/C upgrades over$7600) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from ownerauthorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers• •Service Upgrades A/C Fences(PloUSurvey/Footage) Drtvow&ys-NOl over Counter lion public roadways..needs ROW I I INSTR#2019145557 OR BK 9963 PG 1 Q73 page 1 Df 1 •0812712019 03:51 PM Rcpt:2085202'Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sawtes,Esq.,Pasco County Clerk&Comptroller 816298J2463W9 j i PoWiNo. '21605 ParceliDNO 14-2&21-0010,01700-0060- i NOTICE OF COMMENCEMENT i Slate of Florida Countyai Pasco THE UNDERSIGNED hereby gives notice that improvement wd is made to certain teat property,and_In accordance with Chopiar.713,Florida Statutes, the following information is provided in this Notice of Commencement: ! 1. Description of Property:Parcel Identification 1,10.1446-21-0010.01700.0060 Moores First Addillon To CRy OFZeph rhills,PS 1 Pg 57 StmolAddross:38622 A Ave.,Zephyrhills,FL 33542 ��6,7;&e Inclusive Bldc 17 OR 4639 PG 280 2. General Description of Improvement NS9 for AT&T-Propose 10 antennas la 2I5'"3 DC-6 6 bCrs 6 Power and-3 Fiber cables 3 RRUS 85/812 '4449,3 82l856A 8843;3 RRUS-32,3 RRUS 814447&101x 15'with 8'x 14'pad for and a shelter and generator. I 3. Owner information or Lessee Inferm�togon if the Lessee contracted for-the Improvement: t Crown Castle USA Inc. Pert A••W Name d511 N-H_imes Avenv_a Cnite?1D Tampa PA Address City State Interest In Propany: Tower'Owner i Name of Fee Simple Titleholder f {if di9erem from Owner listed above) 4• Cddresstor Crown Castle USA Inc. City State " 4511 N.Himes Avenue,Suite 210 Tampa FL Address 407-585-0220 City Stale Contractols Telephone No.: S. Sumy: NIA Name Address City .State AmountofBond:3 Telephone No.: 9. Lender."NSA _ I Name Address city State Lenders Telephone No,: 7. Persons within the Slate of Florida designated by the owner upon whom notices or other documents may be served as provided by �Aan 713.13(1)(a)(7),Florida Statutes: Nome Address City State Telephone Number.oi Designated Person: i 8. in addition to himself,the owmardestgnates N fA of- to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Des ifnatod by Owner- 8. E:tyirotion dale of Notice of Commencement(the Wfratlon date-may not be before the completion of construction and final payment to the contractor,but Will be one yoarfrom the date of recording unless a different dale Is spodfierl): - WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPiRAMON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER'PAYMENTS UNDER CHAPTER713.PART1,SECTION713.f3" FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICC OF COMMENCEMENT MUST BE I RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR,AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR N0710E OF COMMENCEMENT.— Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA pAse-D COUNTY OF PA900 Hillsborough - Slgnetumr of Owner or Losses,or Owner's or Lessee's Authorized j OfficerlDiredonpadne�d1 tanager I ` Signatorys 1letOafce t dual Sndat•:I The foregoing Instrument was aclatovledged befq)e rpa 1hi ,�dtry at 20 jq,by- t--- s_ 17r0ittf ( (type of authority,a.g.,officer,trustee,attorney In fact)for Crct`ari C c}kkL i TSk.Tut I • ZrA`tf+,-R �(na-s of hat tnstnunant xas executed). r f Personally Knorm DO OR Produced ideetificallon E3 Notary Signature f„r ! Type of Identification Produced -Name(Prtnt) t s 1 ..►' MICHELLE M.RODRiG.UEP DKZ ) - -.-_-- MY COMM 66tt)N q GG047578 " ter.•.' e,a�,.,• EXPIRE®November 15,8020: - . i5pdetatixatno8cecamiciancament,,,pc053048" _- - - - -- -" --i -- I STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A ,r "''' ° TRUE AND CORRECT COPY OF THE DOCUMENT Oil FILE OR OF PUBLIC RECORD IN THIS.OFFICE D OFFICIAL AL T S ` � WIT Y'NAND DAY 0 a :-. f.. •>. ,« CLE COMPTROLLER BY DEPUTY CLERK REV DATE DESCRIPION SH EPARDS PARK A '0/�/' �`""�"`� `�•A• 'ALL WORK SHALL COMPLY WITH z/1a/1a issum co'. REv •o• /20/1 ISSUED CO's REV'1' FA# 14639479 o 'EIECTMC CODE,UILOLNG CODE, NAI 1 t 2 * CROWN CASTLE BU #8162TME clsY 5 I INANCES 38522 A AVENUE ZEPHYRILLS, FL 33542 �V1IW DATE JUL 1 2 PRaEcT NO.: 12180001-95 FN NSB + LTE 1 C @MW ZEPHYRHIDRAWN BY. �Km KH CS PACE JOB #: MRNFL026571 IlAN CO-LOCATION 288'-0" SELF SUPPORT TOWER at&t LOCATION MAP APPROVALS DESIGN CRITERIA INDEX OF DRAWINGS 3210 LAKE EMMA ROAD ` k - FLARIIitA BUILDING CODE(6TH EDIIIUN) 2017 DESCRIPTION SHT. LAKE MARY, FL 32746 ANSI/EM/TIA-222-G (ALLOWED PER EXEMPI1ON #5 OF 160g 11) NO. NO. FAX (407) 771-1398 o ASCE 7-10 T-1 TITLE SHEET PROPERTY OWNER DATE VULT = 138 MPH (ULTIMATE 3 SECOND GUST)VASD = 106 MPH (NOMINAL 3 SECOND GUS1? GN-1 GENERAL NOTES, ABBREVIATIONS z RF ENGINEER DATE RISK CATEGORY = II SP-1 SPECIFICATIONS CROWN o SURE - C IMPORTANCE FACTOR- 1.0 SP-2 SPECIF1CAnON5 cc CASTLE ' CONSTRUCTION DATE 4511 N. HIMES AVENUE - NATIONAL ELECTRICAL CODE, 2014 EDITION (NFPA 70 2014) - � ARCHITECTURAL / CML PLANS SUITE 2 3 - FLORIDA FIRE PREVENTION CODE (6TH EDITION) 2017 SITE ACQUISITION DATE TAMPA, FL 33614 V - CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY C-1 EXISTING COMPOUND PLAN ZONING PREPARED BY: � DATE THE FEDERAL GUDEIINES CONTAINED WITH GET 65 BULLETIN & C-2 EXISTING COMPOUND PLAN s 4 > � � NETWORK DATE AS PER AT&T GUIDELINES � C-3 PROPOSED COMPOUND PLAN USA J L 3 � �� ,. STRUCTURAL PLANS ENGINEERING M OPERATIONS DATE CONSTRUCTION NOTES S-1 TOWER ELEVATION AND DETAILS . # � CONTRACTOR 1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING 2818 CYPSUITE 110 RESS RIDGE BLVD. DATE DIMENSIONS AND CONDITIONS ON THE JOB SITE AND WESLEY CHAPEL FL 33544 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF S-2 MISCELLANEOUS DETAILS (813) 994-0365 ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK FL COA X31705 S-3 GENERATOR PAD DETAILS oo " BE RESPONSIBLE FOR SAME. S-4 MISCELLANEOUS DETAILS 2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. VICINITY MAP S-5 MISCELLANEOUS DETAILS %%t PROJECT SUMMARY %�C P , M ' ANTENNA PLANS ♦♦♦Q` S • •• • 4 j� ' SITE NAME: ZEPHYRHILLS AN-1 ANTENNA SCHEDULE `�`.'. 1C E NSF • 'P _ FA SITE NUMBER: 14639479 PARCEL ELECTRICAL PLANS 11 �..>► - ,4-26-2,-oo,o-o,700-0060 CONTACTS * No 72513 `' a. COUNTY: PASCO APPLICANT: POWER: E-1 ELECTRICAL SPECIFICATIONS CITY OF ZEPHYRHILLS AT&T MOBILITY E-2 ELECTRICAL PLAN. JURI TION: DUKE ENERGY nI� i ' SITE COORDINATES: N 28' 13' 40.6" 3210 LAKE EMMA RD. PHONE: (800) 777-9898 ATE OF o A 1ST FLOOR E-3 ONE LINE DIAGRAM LAKE MARY, FL 32746 E-4 ELECTRICAL DETAILS i •.�©RI.�:'•• W SITE TYPE: COLOCATION i ..... `` STRUCTURE TYPE: SELF SUPPORT TOWER CROWN NECASTLE GTE COMPANY LLC TELEPHONE: E-5 GENERATOR DETAILS / �f18NAL�;`�`♦♦ BRIGHTHOUSE /i1i 11 TOWER HEIGHT: 288' E-0" AGL PMB 353 PHONE: (833) 267-6094 GROUNDING PLANS JUN è, i«3017 WASHINGTON RD wd + a ANTENNA C.L.. HEIGHT: 215'-0" AGL GR-1 GROUNDING PLAN MC MURRAY PA 15317-2520 GR-2 GROUNDING DETAILS MARC MAZER,PE ENGINEER: USA ENGINEERING GR-3 GROUNDING DETAILS FL PROFESSIONAL ENGINEER UC.If 72513 2818 CYPRESS RIDGE BLVD. o _ •,, SUITE 110 GR-4 GROUNDING DETAILS 544 HEPARDS PARK # CONTACT: MARC MNER,WESLEY CHAPEL FL 3 P.E. PHONE: 813-994-0365 FA #14639479 DRIVING DIRECTIONS LEGAL DESCRIPTION CC BU#816298 PROJECT INFORMATION DEPART AT&T CORPORATE OFFICE: 38522 A AVENUE 1. DEPART LAKE EMMA RD TOWARD SUN LAKE CIRCLE (0.2 MI) MOORES FIRST ADDITION TO CITY OF ZEPHYRHILLS PB 1 PG 57 LOTS 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF ZEPHYRHILLS, FL 33542 2. TURN LEFT ONTO W LAKE MARY BLVD (0.1 MI) 6 7 & 8 INCLUSIVE BLOCK 17 OR 4639 PG 280 PROVIDING PUBLIC CELLULAR SERVICE. 3. TAKE RAMP RIGHT FOR 1-4 WEST TOWARD ORLANDO (77.5 MI) SHEET DESCRIPTION 4. AT EXIT 21, TAKE RAMP RIGHT FOR SR-39 TOWARD (77.5 ZEPHYRHILLS (0.8 MI) 2. TOWERCO CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY TOWERCO EMPLOYEES AND z 5. TURN LEFT ONTO SR-39 N / PAUL BUCHMAN HWY (2.1 MI) SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. o: 6. TURN RIGHT ONTO SR-39 N / N ALEXANDER ST (11.1 MI) THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. TITLE SHEET z 7. KEEP STRAIGHT ONTO US-301 / SR-39 / GALL BLVD (0.8 MI) 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. T5 8. TURN RIGHT ONTO 7TH ST (0.1 MI) W 9. TURN RIGHT ONTO SOUTH AVE, AND THEN IMMEDIATELY TURN RIGHT ONTO 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. SHEET NUMBER N 8TH ST (11.0 MI) 10. TURN RIGHT ONTO A AVE 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T-1 Arrive at: ARRIVE AT 38522 A AVE. ZEPHYRHILLS, FL 33542 REV DATE DESCRIPTION GENERAL NOTES A 10/23/1 8 PRELIANNARY CDs REV 'A" A/C AIR CONDITIONING ADJ. ADJUSTABLE REQ'D REQUIRED 0 2/13/19 ISSUED CD's REV'0' 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, AFF ABOVE FINISH FLOOR RCS RIGID GALVANIZED STEEL 1 06/20/i ISSUED CD's REV"t" REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY APPROX. APPROXIMATELY R.O. ROUGH OPENING 2 o SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS R.O.W. RGNiT-OF-WAY 3 H THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERI S INSTALLED SHALL BE IN AWG AMERIGW WIRE GAUGE S SOUTH NOR1H ARROW 4 STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. A AMPERE S.O. SERVICE GRADE OIL RESIST 5 a BTS BASE TRANSMISSION STATION SHT SHEET 6 2. THE ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT BLDG, BUILDING DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS E.K. BLOCK SAM. 7 NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPEC. SPECIFICATION U, SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND B/S BUILDING STANDARD XXX.XX' SPOT ELEVATION IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CIGBE D BAR SO. SQUARE N GR X ELEVATION USA ENG PROJECT NO.: 12180001-95 ( a6 T 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE SS STAINLESS STEELSECTIONS CLR. CLEAR DRAWN BY: I CHECKED BY: CONSTRUCTION MANAGER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION CONC. CONCRETE STL STEEL 4+3'-' & DETAILS KH CS OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONST. CONSTRUCTION STRUCT. STRUCTURAL o CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING CONT. CONTINUOUS THRU THROUGH OTHERWISE. C.F.C.1. CONTRACTOR FURNISHED CONTRACTOR INSTALLED BRICK T.O.C. TOP OF CONCRETE 4. THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, AND DBL. DOUBLE DIAMETER T.O.M. TOP OF MASONRY CONCRETE LABOR REQUIRED TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. DIAG.f DIAGONAL TYP 3210 LAKE EMMA ROAD 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING DIM. DIMENSION USC UNIFORM BUILDING CODE LAKE MARY, FL 32746 WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THE PROJECT DTI DT'ETAIL. VF VER FIELDEARTH FAX (407) 771-1398 REQUIREMENTS. DR. DRAWING V VOLT GRAVEL 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO E EAST W WEST STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWING/CONTRACT EA. EACH W YNIRE z DOCUMENTS. EL, ELEV. ELEVATION W/ WiII STEEL (: ( ' CROWN 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE EMT ELECTRICAL METALLIC TUI ELECT. ELECTRICALW/O W.P. WEATHERPROOFMETERQ OR METER CASTLE LJ 4511 N. RIMES AVENUE m MANUFACTURER'S/VENDOR'S SPECIFICATION UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR EQ. EQUAL XFMR TRANSFORMER SUITE 210 I ORDINANCES TAKE PRECEDENCE. CONTRACTOR SHALL PROVIDE SERVICES FOR OFF LOADING AND EQUIP. EQUIPMENT = GROUND TAMPA, ft 33614 PLACEMENT OF SHELTER IN ACCORDANCE WITH MANUFACTURER'S LIFTING PROCEDURES. E.W. EACH WAY EXIST. EXISTING REVISION 8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE -UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS AVAILABLE FOR USE BY I. EXTERIOR �- MATCH LINE PREPARED BY: ALL PERSONNEL INVOLVED WITH THE PROJECT. REDLINED AS-BUILTS ARE TO BE DELIVERED TO THE FFlLR 0 FiNISH WORK POINTT BONDING CONNECTIO!! KEYNOTE USA CLIENT AT CLOSEOUT. �ENGtNEERING 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE �• GALVANIZED AL RIGID CONDUIT • EXOTHERMICALLY WELDED BONDING CONNECTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, G. OR GRD. GROUND co,OR 0POWER POLE 2818 CYPRESS RIDGE BLVD. SUITE 110 TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK GA. GAUGE WESLEY CHAPEL ft 33544 UNDER THE CONTRACT. GALV. GALVANIZED [Ji DISCONNECT SWITCH (813) 994-0365 a) GC GENERAL CONTRACTOR FL COA #31705 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH GEN GENERATOR DOUBLE-THROW MANUAL TRANSFER SWITCH MAY BE REQUIRED FOR THE WORK BY THE ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT HORIZ, HORIZONTAL AUTHORITY. HR —�- CIRCUIT BREAKER al Hp� 1111111111, 0, 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, GHT EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE HVAC HEATING. VENTILATING AND AIR CONDITIONING EMERGENCY GENERATOR RECEPTACLE �`I P ' M ''7�/ CO ABOUT THE PROPERTY. IN. INCH CONTRACTOR SHALL REPAIR ANYDAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON I.D. INSIDE DIA. ❑T TELCO PEDESTAL ; Q`� ' '• 9 j i •.•'1C E Nf'• INFO INFORMATION O GROUND ROD •••� • 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING INSUL- INSULATION * o 72513 •; CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT WI. INTERIORWEL SPECIFIED ON AS REMAINING THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND KVA KILOVOLTS-AMPERE GROUND ROD INSPECTION L FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. KW KILOWATT x f— TA OF :: 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. POUND(S) REPRESENTS DETAIL NUMBER '0 LB(S)- MGB MASTER GROUND BAR — REF. DRAWING NUMBER MAX14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. � 'MECH. MECHANICAL ••'• •RI��:•' �� U, 15. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). MGR.MFR. MANAGER MANUFACTURER ',� `I0NA_ 16. FACILITY HAS NO PLUMBING. MIN. MINIMUM LEGEND 17. PRIOR TO OR UPON ENTERING INTO THE SITE COMPOUND, THE PERSONNEL ENTERING THE SITE MID MI N E OIJS - - - - - - - - - �IUNE lb, 2019 AND THE SHELTER ARE TO CONTACT THE SWITCH AND THE CLIENT NOC (IF APPLICABLE) INFORMING NEC EXISTING CONTOUR.LINE NATIONAL ELECTRICAL CODE x—x—xxx— EXISTING CHAIN LINK FENCE THEM OF THE FOLLOWING INFORMATION: WHO IS ENTERING THE SHELTER AND WHAT COMPANY THEY ARE WITH, WHY THEY ARE ENTERING THE SHELTER AND HOW LONG THEY PLAN TO BE AT THE NEUT. NEUTRAL _ _ _ _ MARC____,PE N NORTH EXISTING PROPERTY LINE FL PROFESSIONAL ENGINEER LTC.#72513 o SHLL NA NOT APPLICABLE OHU OHU EXISTING OVERHEAD UTILITIES 1 18. UPON LEAVING THE SHELTER. THE "SITE" PERSONNEL ARE TO CONTACT THE SWITCH AND CLIENT NOT IN CONTRACT S EXISTING SANITARY SEWER LINE � NOC INFORMING THEM OF DEPARTURE. NOC NETWORK OPERATIONS CENTER HEPARDS PARK NPS NOMINAL PIPE SIZE SD EXISTING STORM DRAIN LINE 19. SHOULD THE SHELTER ACCESS OCCUR WHILE THE SWITCH IS UNMANNED, THEN AT MINIMUM THE N.T.S. NOT TO SCALE FA #14639479 CLIENT WILL o NOC BE NOTIFIED OF THE ABOVE INFORMATION. O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED PROPOSED CONTOUR LINE CC BU#816298 a CC, o/c ON CENTER —X—X—X—X—X— PROPOSED CHAIN UNK FENCE 20. ALL INSTALLATION DEBRIS AND TRASH SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS. ANY OPP OPPOSITE EXPENSE THAT IS INCURRED BY CLIENT FOR TRASH REMOVAL WILL BE BACK-CHARGED TO THE OD OUTSIDE DIAMETER - - - - -- - - -- - 38522 A AVENUE PROPOSED LEASE AREA ZEPHYRHILLS, FL 33542 SUBCONTRACTOR. OHP OVERHEAD POWER DRI OHu PROPOSED OVERHEAD UTILITIES C, 21. THE CONTRACTOR H SHALL NOTIFY ENGINEER, WHERE A CONFLICT OCCURS ON ANY OF THE OHT OVERHEAD TELEPHONE p CONTRACT T A. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OHU OVERHEAD UTILITY LINES T PROPOSED UNDERGROUND TELCO SHEET DEscmPtlON OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY THE CONSTRUCTION PLYWOOD E PROPOSED UNDERGROUND ELECTRIC PAIR GENERAL NOTES, z MANAGER. PR PH PHASE - - PROPOSED EASEMENT ABBREVIATIONS 22. ALL ANTENNA OUTAGES MUST BE PLANNED AT A MINIMUM OF 24 HOURS IN ADVANCE CONTRACTOR PVC POLYVINYL CHLORIDE SF SF PROPOSED SILT FENCE MUST CONTACT THE SWITCH AND THE NOC TO COORDINATE. IF THIS POLICY IS NOT ADHERED TO, PROD PROJECT PROPOSED GROUNDING SHEET NUMBER w THE CONTRACTOR WILL BE REMOVED FROM THE BIDDER'S LIST AND ANY OPPORTUNITY FOR FUTURE — — _ — — _ — P� PROPERTY WORK. PEpn. PRESSURE TREATED FUTURE FEATURES GN-1 REV DATE DESCRIPTION CML SPECIFICATION NOTES A 10/23/18 PRELM41NARY CDs REV •A- 0 2/13/19 ISSUED CD's REV •0' GENERAL NOTES: EARTHWORK: t os/zo/t ssum co'a REV •7• 2 H 3 j d 1. ZONING REGULATIONS AND CONDITIONAL USE PERMITS: 1. CONTRACTOR'S SCOPE OF WORK: 4 8. EMBANKMENT: 5 v A. CLIENT WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE A. EXCAVATION, TRENCHING, FILLING, COMPACTION AND GRADING FOR STRUCTURES, -9 PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE SITE IMPROVEMENTS AND UTILITIES. A. CONSTRUCT EMBANKMENT TO THE LINES AND GRADES SHOWN ON 6 a RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK, THE DRAWINGS. 7 ACCESS LIMITATIONS. ETC. THE CONSTRUCTION MANAGER WILL INFORM THE B. MATERIALS FOR SUB-BASE, DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR CONTRACTOR OF THESE REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN SLABS, PAVEMENTS AND IMPROVEMENTS. B. CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS. o IN CONSTRUCTiON DOCUMENTS. USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE EXCAVATION C. ROCK EXCAVATION WITHOUT BLASTING. MATERIALS HAVE BEEN USED. USA END PROJECT NO.: 12180001-95 D. SUPPLY OF ADDITIONAL MATERIALS FROM OFF-SITE AS REQUIRED. C. CONSTRUCT IN LIFTS OF NOT MORE THAN 9 INCHES IN LOOSE DRAWN BY: CHECKED BY: o. 2. CONFLICTS: DEPTH. THE FULL WIDTH OF THE CROSS SECTION SHALL BE o E. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. BROUGHT UP UNIFORMLY. KH CS A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING D. MATERIAL SHALL BE PLACED IN LAYERS AND SHALL NEAR o ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL N ALLOWED DUE TO F. SITE GRADING. OPTIMUM MOISTURE CONTENT BEFORE ROWNG TO OBTAIN THE DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. p SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO THE G. PLACEMENT AND COMPACTION OF FILL, SUBGRADE AND GRAVEL SURFACING. PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL CONSTRUCTION MANAGER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT H. WHEN REQUIRED CONSTRUCTION OF COMPOUND, ACCESS ROADS, FENCING THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF AND ALL FOUNDATI6NS. SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. SHOULD THE 3210 LAKE EMMA ROAD CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER MATERIAL BE TOO WET. TO PERMIT PROPER COMPACTION, REMOVE rn LAKE MARY, FL. 32746 CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION THE WORK AND REPLACE .FiLLIT WITHCOAT MATERIAL T CONFORMANCE WITH THESE FAX (407) 771-1398 WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART 2. CONTRACTOR'S QUALITY ASSURANCE: SPECIFICATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO D OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS PROVIDE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. CONTRACT DOCUMENTS GOVERNING THE WORK. A. COMPACTION: UNDER STRUCTURES, FOUNDATIONS, BUILDING SLABS, PAVEMENTS AND WALKWAYS 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY ASTM E. WHEN APPLICABLE, DO NOT PLACE FROZEN MATERIAL IN THE m D-1557 WITH PLUS MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. EMBANKMENT, AND DO NOT PLACE EMBANKMENT MATERIAL UPON z 3. PHOTOS: FROZEN MATERIAL OR CROWN B. GRADING TOLERANCES OUTSIDE BUILDING LINES: LAWNS, UNPAVED AREAS AND CASTLE j m A. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, WALKS, PLUS OR MINUS I INCH. UNDER PAVEMENTS, PLUS OR MINUS 1/2 INCH. F. BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND �c 2 GROUNDING AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. REPLACE ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE m C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS OR CONTRACTOR'S OPERATIONS. 4511 N. I AVENUE a, MINUS 1/2 INCH MEASURED WiTH 10 FOOT STRAIGHTEDGE. SUiTE iE 210 D. CONTRACTOR MUST REFER TO THE GEOTECH REPORT FOR ALL COMPACTED FILL PLACEMENT P. START ROGRESSES, CO IN THE NSTRUCT ST �LAYEER ON OF THE APPROXIMATELY AND AS TAMPA, FL 33614 m RECOMMENDATIONS. IF THE GEOTECH REPORT CONFLICTS WITH THE CONSTRUCTION PARALLEL TO THE FINISHED GRADE UNE. PREPARED BY: SITE PREPARATION: DRAWINGS THEN STOP WORK AND CONTACT THE CLIENT AS SOON AS POSSIBLE. H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL 3. ANNMATt (AS APPROVED BY CONSTRUCTION MANAGER OR AS WITHIN (ENGINEERING 1 a 1. CONTRACTOR'S SCOPE OF WORK: EHiS):I m VINE FLOOR I. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PA 2818 CYPRESS RIDGE BLVD. A. PROTECTION OF EXISTING TREES VEGETATION AND LANDSCAPING MATERIALS WHICHSLABS, AND STRUCTURES TO 95 PERCENT MAXIMUM DRY DENSITY ASSURER 110 A. SUB BASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITiES. CRUSHED STONE OR SLAG AND NATURAL OR CRUSHED SAND. DETERMINED BY ASTM D-1557 WITH PLUS OR MINUS 3 PERCENT OF WESLEY CHAPEL, FL 33544 OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA B. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION B. WASHED MATERIAL: UNIFORMLY GRADED MIXTURE OF CRUSHED STONE OR EMBANKMENTS TO A MINIMUM OF 90 PERCENT OF ASTM D-1557.ao4-0365 (813C)A99#31705 DURING CONSTRUCTION ACTIVITIES. GRAVEL, WITH 100 PERCENT PASSING A 1-1/2 INCH SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 4 SIEVE. m C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED 9. SITE GRADING: TREES, AND SITE IMPROVEMENTS. C. GRADING MATERIAL: SATISFACTORY NATIVE OR IMPORTED MATERIALS CONTAINING ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY DIMENSION. GRADING A. USING ON-SITE EXCAVATION MATERIALS, SHAPE, TRIM, FINISH, AND 11l1 1111 MATERIAL SHALL NOT INCLUDE DEBRIS. WASTE, FROZEN MATERIALS, AND OTHER COMPACT SURFACE AREAS TO CONFORM TO THE LINES, GRADES, AND \\A rn D. TOPSOIL STRIPPING AND STOCKPILING. \ C P . 7/ C. ) CROSS SECTIONS SHOWN ON THE DRAWINGS OR AS DESIGNATED BY \\ UNSUITABLE MATERIALS. IMPORTED MATERLA SHALL HAVE A FINES CONTENT OF E. TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL NO MORE THAN 5 PERCENT. THE CONSTRUCTION MANAGER. CONFORMING TO LOCAL AND STATE REQUIREMENTS AS APPLICABLE. ..•' C E D. BACKFILL MATERIALS: SATISFACTORY NON-COHESIVE NATIVE OR IMPORTED SOIL B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR F. TEMPORARY PROTECTION OF ADJACENT PROPERTY. STRUCTURES. BENCHMARKS, AND MATERWS FREE OF CLAY, DEBRIS, WASTE. AND OTHER UNSUITABLE MAWS. EROSION. ROCK OR GRAVEL SHALL NOT EXCEED 4 INCHES IN ANY DIMENSION. IMPORTED * No 72513 MONUMENTS. MATERIAL SHALL HAVE A FINES CONTENT OF NO MORE THAN 5 PERCENT. C. ELIMINATE WHEEL RUTS BY REGRADING. G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND REINSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE. E. GRAVEL MATERIAL: EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL» D. CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN o WITH 100 PERCENT PASSING A 1-1/2 INCH SIEVE AND NOT MORE THAN 5 ONE INCH FROM SPECIFIED GRADE. H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. PERCENT PASSING A NO. 4 SIEVE. OF { F. GEOTEXTILE FABRIC: TYPAR 3401 OR EQUIVALENT 10. SUBGRADE PREPARATION: iO '• Tr ORI1 .0. •• 2. CONTRACTOR'S QUALITY ASSURANCE:COMPLY 4. CLEARING ANo GRUBBING: ACE AP TGAP.OF SUBGRADE TO THE LINES AND GRADES SHOWN ON '', ,rfI• •�a(��\��` AND CONTROL EROSI COOR SHALL ON ON SiTESITE. ANY RESPONSIBLE ADJACENT OR ORDOWNSTREEAAMM A. REMOVE ALL VEGETATION AND MATERIALS TO A MINIMUM DEPTH OF 6 INCHES. B. MAINTAIN TOP OF SUBGRADE IN A FREE-DRAINING CONDITION. /TONAL IAA\\ PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THEJUN 1� 2019 ai OWNER. REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF a CLEARING AND GRUBBING OFF-SITE, OR IN AN ON-SITE LOCATION APPROVED BY C. DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS B. CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW CONSTRUCTION MANAGER. AUTHORIZED BY CONSTRUCTION MANAGER. WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE D. COMPACT THE TOP 6 INCHES OF SUBGRADE TO A 95 PERCENT MARC MAZER,PE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE WILL BE THE RESPONSIBILITY OF FL PROFESSIONAL ENGINEER PC.#72513 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. I � THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL 5. STRIPPING: 2 BE AT THE CONTRACTOR'S EXPENSE A. STRIP NOT LESS THAN 3 INCHES OF VEGETATION AND TOPSOIL FROM AREAS E. REMOVE AND REPLACE SOFT SOILS ON AREAS THAT "PUMP" OR C. CONTRACTOR SHALL PROPERLY DISPOSE ALL WASTE MATERIAL OFF-SITE OR AS THAT WILL UNDERLAY GRAVEL, PAVEMENT. NEW STRUCTURES, OR NEW DEFORM UNDER WEIGHT OF COMPACTION EQUIPMENT. DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL EMBANKMENTS. STOCKPILE STRIPPED TOPSOIL ON-SITE FOR REUSE IN FINAL F. CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED H PARDS PARK AUTHORITIES. LANDSCAPING. GRADE AND CROSS-SECTION. FA #14639479 3. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS WITHIN THE 6. COMMON WEEDING: CC BU#816298 CONSTRUCTION DOCUMENTS): 11. GEOTEXTILE FABRIC: m A. STERILIZE COMPOUND AREA WITH WEED KILLER/DEFOLIANT. THEN TREAT AREA A. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION. WITH AN HERBICIDE SUCH AS PARQUET OR EQUIVALENT. A. LAY GEOTEXTiLE FABRIC OVER COMPACTED SUBGRADE AS PER 38522 A AVENUE oCC0ND (WHENSRUCTIDOCUMENTS INP COMPOUND TS �UNDER L N THIMUM OF' 12 NC0F� ZEPHYRHILLS, FL 33542 B. MATERIALS USED FOR DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. i 7. COMMON EXCAVATION: SHEET DESCRIPnON A. EXCAVATE TO DEPTH, LINES, AND GRADES SHOWN ON THE PLANS OR AS 12. GRAVEL SURFACING: z OTHERWISE SPECIFIED. A. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED SPECIFICATIONS w B. TEMPORARILY STOCKPILE ON-SITE EXCAVATION AT AN APPROVED LOCATION AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE. STOCKPILE SHALL NOT CONSTRUCTION MANAGER OR CONSTRUCTION DOCUMENTS. Z EXCEED 15 FEET IN HEIGHT. B. SPREAD GRAVEL AND RAKE TO A UNIFORM SURFACE. SHEET NUMBER C. DISPOSE OF EXCESS EXCAVATION OFF-SITE. MATERIALS REMOVED FROM SITE MUST BE DISPOSED OF IN A LEGAL MANNER. SP-1 I'i REV DATE DESCRIPTION A 10/23/1 PRELIMINARY cos REV 'A' 0 2/13/19 ISSUED CD's REV'0' 1 08/20/1 ISSUED CD's TRENCHING: STRUCTURAL NOTES: 2 3 4 CONTRACTOR MUST NOTIFY 'ONE—CALL' unuTY LOCATING SERVICE THREE DAYS PRIOR 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING 5 TO CONSTRUCTION TO FLAG ALL UNDERGROUND UTILITIES. CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 6 1 0. 1. MATERIALS: PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH 7 A. FILL MATERIAL SHALL BE OBTAINED, TO THE MAXIMUM EXTENT POSSIBLE, 2. THE GENERAL CONTRACTOR AND HIS SUB CONSULTANTS SHALL BE FROM EXCAVATIONS ON—SITE. THE STRUCTURAL FILL SHOULD BE SAND AND RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS usA ENG PROJECT NO.: 12180001-95 m SHALL BE APPROVED BYTHE CONSTRUCTION MANAGER AND SHALL CONFORM WHICH MAY BE REQUIRED FOR THE WORK. TO LOCAL GOVERNING JURISDICTION AND UTILITY COMPANY REQUIREMENTS. THE DRAWN BY: CHECKED BY: FILL MATERIAL SHALL BE FREE FROM PERCEPTIBLE AMOUNTS OF WOOD, DEBRIS 3. STRUCTURAL STEEL SHALL CONFORM TO SPECIFICATIONS FOR KH CS Cl OR TOPSOIL AND SHALL NOT CONTAIN MARBLE OR OTHER ELEMENTS, WHICH STRUCTURAL STEEL BUILDINGS, MSC 360-05 INCLUDING THE o TEND TO KEEP IT IN A PLASTIC STATE. MATERIALS DESIGNATED AS HAZARDOUS COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA) ARE TO BE &t AVOIDED. THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL 4. STRUCTURAL STEEL PLATES, ANGLES, AND CHANNELS SHALL : at VOIDS IN THE MATERIAL.. CONFORM TO ASTM A36. STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE 8. STRUCTURAL STEEL BEAMS o SHALL CONFORM TO ASTM A992, GRADE 50. ALL STRUCTURAL 3210 LAKE EMMA ROAD 2. PIPE DETECTION AND IDENTIFICATION: STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL LAKE MARY, FL 32746 STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES FAX (407) 771-1398 A UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE SHALL BE HOT DIP GALVANIZED-ASTM A123 AFTER FABRICATION. MARKED WITH WARNING TAPE. FIELD TOUCH UP WITH 3 COATS OF ZINC RICH PAINT ALL RAW EDGES AND/OR AREAS WHERE THE GALVANIZED FINISH HAS BEEN m DISTURBED (ALL EXISTING AND NEWAREAS). CROWN Z 3. TRENCH EXCAVATION: °p 5. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING CASTLE 10 A. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED SOCIETY (AWS 01.1). STRUCTURAL WELDING CODE-STEEL WELD BY CONSTRUCTION MANAGER. ELECTRODES SHALL BE E7OXX. FIELD TOUCH UP WITH ZINC RICH 4511 N HIMES AVENUE B. TRENCH WIDTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY PAINT (ALLEXISTING AND NEW AREAS) AFTER WELDING IS SUITE 21O TAMPA. FL 33614 CONSTRUCTION AND INSPECTION OF THE PROJECT, WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. 6. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A3O7 OR ASTM A36. ALL PREPARED BY: C. DISPOSAL OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL DIRECTED BY CONSTRUCTION MANAGER. CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8 INCH MIN. USA UNLESS NOTED OTHERWISE, DIAMETER BEARING TYPE CONNECTIONS (ENGINEERING D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED WITH THREADS EXCLUDED IN THE SHEAR PLANE ALL EXPOSED WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR OTHER FACIIJTIES. FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS 2818 CYPRESS RIDGE BLVD. OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE SUITE 110 HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO WESLEY CHAPEL. FL 33544 4. TRENCH PROTECTION: CONCRETE SHALL BE STAINLESS STEEL. (813) 994-0365 FL COA #31705 A. PROVIDE MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO PROTECT 7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE TRENCHES AT ALL TIMES. 60, DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM SHEETING A185. '``\A A W► B. AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS. I 1 I I/AAA', 8. CONCRETE FOR THE FOUNDATION PAD SHALL BE 4000 PSI NORMAL WEIGHT CONCRETE CONCRETE STRENGTH SHALL BE 5. BACKFlWNG: VERIFIED BY CONCRETE CYLINDER TESTS (A MINIMUM SET OF FOUR CYLINDERS). PROVIDE 4 TO 6X AIR ENTRAINMENT FOR ALL A. •,• ZC E N fF.Fes' sA PRELIMINARY EARTH RESISTMTY TEST SHILL BE PERFORMED PRIOR TO CONCRETE SUBJECT TO FREEZE - THAW CYCLE. s BACKF1WNG. N 9.MINIMUM CONCRETE COVER REINFORCEMENT SHALL BE 2* UNLESS * No 72513 •'; B. BACKFILL AND/OR BEDDING SHALL NOT BE PLACED IN A TRENCH UNTIL THE NOTED OTHERWISE. CONCRETE CAST AGAINST AND PERMANENTLY * TRENCH WORK AND BACKFILL HAS BEEN INSPECTED AND APPROVED BY THE EXPOSED TO EARTH SHALL HAVE A MINIMUM CONCRETE COVER OF o CLIENT. CONTRACTOR TO NOTIFY CLJEIVT'S CONSTRUCTION MANAGER AT LEAST 3*, v 24 HOURS IN ADVANCE EXPECTED BACKFILL ATE OF o 10. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, % .n• �Q -cRI�Q:•..���� 0. C. IF BACKFILL MATERIAL IS NOT SUITABLE (CONTAINS DEBRIS OR ROCK), CHAMFERS, AND EMBEDDED ITEMS PRIOR TO CONCRETE REPLACE WITH A LOW RESISTANCE GROUND ENHANCEMENT MATERIAL PLACEMENT AND/OR STEEL ERECTION. CONTRACTOR SHALL VERIFY i�f••••• ��� W ALL SIZES AND LOCATIONS. " `rl DN AL D. WHENEVER CLIENT REQUIRES THE REMOVAL OF WET OR OTHERWISE UNSTABLE SUBGRADE FROM THE FILL MATERIAL PREVIOUSLY PLACED BY THE 11. DO NOT IMPOSE SERVICE LOAD (i.e. FLOOR DEAD AND LIVE J, CONTRACTOR, THE CONTRACTOR SHALL BEAR THE COST OF ALL REMOVAL OF LOADS, BACKFILL ETC.) UNTIL THE CONCRETE HAS REACHED ITS JUNE L6, 2019 UNSTABLE SOIL AND WITH BACKFILLING OF THE TRENCH. SPECIFIED MINIMUM COMPRESSIVE STRENGTH. MARC MAIER,PE 2 E. BACKFILL SHALL BE PLACED AND PACKED DOWN TIGHTLY TO ACHIEVE 95 12. BACKFILL SHALL BE CLEAN SAND FILL APPROVED FOR USE BY PERCENT MAXIMUM DRY DENSITY AS OBTAINED THROUGH THE STANDARD THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. FL PROFESSIONAL ENGINEER LIC.1172513 2 PROCTOR METHOD (ASTM D-698). CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL `1 F. FOLLOWING AN APPROVED INSPECTION, BACKFILL MATERIAL SHALL BE o DEPOSITED IN THE TRENCH WITH HAND SHOVELS (NOT BY MEANS OF 13. SOIL SHALL BE COMPACTED TO 95X OF THE MODIFIED PROCTOR HEPARDS PARK WHEELBARROWS. CARTS, TRUCKS, BULLDOZERS, OR SIMILAR EQUIPMENT) IN 4- MAXIMUM DRY DENSITY TO A MINIMUM OF 2 FEET BELOW THE FA #14639479 LAYERS AND COMPACTED BY MECHNICAL TAMPERS UNTIL THE CONDUCTOR OR BOTTOM OF THE FOOTINGS. AND SHALL OBTAIN A 2000 PSF o PIPE HAS A COVER OF NOT LESS THAN 12' THE REMAINDER OF THE BACKFILL MINIMUM ALLOWABLE BEARING CAPACITY. CC BU#816298 OF MATERIAL SHALL THEN BE DEPOSITED IN THE TRENCH IN 8' LAYERS AND ANI MECHCALLY COMPACTED. C) G. CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR PROTECT 38522 A AVENUE ZEPHYRHILLS, FL 33542 UNBALANCED LOADING TO AVOID DISPLACEMENT OF CONDUIT AND/OR STRUCTURES. ANY SUBSEQUENT SETTLEMENT SHALL BE CONSIDERED THE SHEET DEscrBPnar 1 i RESULT IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED. H. IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE THE BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED CALL FLORIDA 811 SPECIFICATIONS U) BACKFlLL AND RE-COMPACT AS SPECIFIED. ONE CALL DIAL 811 CALL 3 WORKING DAYS SHEET NUMBER ZA BEFORE YOU DIG 1-800-638-4097 SP-2 REV DATE DESCRIPTION p A 10/23/1 PRELIMINARY CDs REV MBE ftOR I ' I 0 2/13/19 ISSUED CD'a REV"0' PARCEL NU 14-26-21-0O1b-01700-0010 PLAT,BOOK 1, PAGE 7 1 1 06/20/1. ISSUED CD's REV'1' p { 2 ' o � 3 ` w LOT 5, BLOCK 17 LOT 12, BLOCK 17 4 MOORE'S FIRST ADDf1 T THE TOWN OF MooRES FIRST THE TOWN OF { 5 j 1A' i rc PLAT BOOK 1, PAGE 57 a PLAT BOOK 1, PAGE 57 { 6 7 S 89'5317' E 13a00'(R) LOT 6, BLOCK 17 MOORE'S FIRST ADDITION TO THE TOWN OF N CROWN PARENT PARCEL VAT PLAT BOOK 1, PAGE 57 PARCEL NUMBER: 4 LE CT -0010-01700-0060 USA ENG PROJECT NO.: 121800Dt-95 OR BOOK 4639, PAGE 250 DRAWN BY: CHECKED BY. - PLAT BOOK 1, PAGE 57 KH CS z 19,867.94 SQUARE FEET 0.45 ACRES 41.5' -_-•----: 1E at&t &t voQ=e / I W 3210 LAKE EMMA ROAD E£Y SHED ° [' SHED in �? —'"'� a LAKE MARY, FL 32746 LOT 11, BLOCK 17 g W a a ONE STORY BUILDING ❑ C FAX (407) 771-1398 MOORE'S FIRST ZAD mOOF TO THE TOWN N ' A/ m PLAT 8 OK 1. PAGE 57 - 14 GA1E� ❑ { c N L9' 11. I I { CROWN - - ° CCCASTLE IOE BR 73.6' R PROPANE TANKI t1 4511 N. HUES AVENUE CONCH { SUITE 210 j \ ® GENERA ORl 9.2'-ViA -fl _15 j TNIPA, FL 33614 PDIANA K GONZALES-SMITH A LONDIE J COLUNE PARCEL 2 i I NUMBER:14-26-21-0010-01700-0090 d a 0 { PREPARED BY: 1 r PLAT BOOK 1. PAGE 57 0 0 Ja Ill GRAVELTV H / USA W W /ASPHALT 0 \Z 1 ENGINEERING ( 7 p 2818 CYPRESS RIDGE eLw. °' V) n A ER \ , $ '>� SUITE 110 T < 8 WESLEY CHAPEL. FL 33544 LOT 10, BLOCK 17 c c ---111 c I (813) 994-0365 MOORE'S FIRST ADDITION TO THE TOWN OF z z LOT 7, BLOCK 17 _ GENERATOR 35.7' I FL COA X31705 m ZEPHYRHIUS MOORE'S FIRST ADDITION TO THE TOWN OF w PAD j o PUT BOOK 1, PAGE 57 ZEPHYRHILLS N o _ PUT BOOK 1, PAGE 57 e { _ - `��l1111111f��1 >o ' ® —lag— l ` P '�i — — — 52.9 - 19b' •�tCEaJ'f;•�� p •. METER (RACK-) v ' f SHELTER 67�'' SH TER m I '�,Ii i1ASPHALT TE OF '• nj GENERR z3' cn I 3 MOORE'S FIRSTT 9, BLOCK T01THE TOWN OF I 7 II Lfl A LOT 8, 17 JUN � , 2019 2 ZEPHYRHILI5 caAVEL PLAT BOOK 1, PAGE 57 ' PROPANE TANK—� n< THE TOWN OF IHYRHILLS I MARC MAIER�PE / z { FL PROFESSIONAL ENGINEER UC.#72513 PUT BOOK , PAGE S7 L 0 'J 2 N 74315. V 1 ,C ) 0 E ---Op--------op----- o `pg�— S 89.48'18' V 14865'(x) / --- p----- p--------o p--------o ,. 3' { HEPARDS PARK w p--------o p--------op { a CC BU#�8161" B AVENUE ® i 38522 A AVENUE o (60' PUBLIC RIGHT-OF-WAY PER PLAT) ZEPHYRHILLS, FL 33542 j GRAVEL DRIVE I CL SHEET DESCRIP110N c� p EXISTING +. z COMPOUND PLAN w Q EXISTING COMPOUND PLAN C-1 SCALEs 1"■2O• SHEET NUMBER SCALE BASED ON 11"x1T ONLY C-1 DIATE DESCRIPTION li A 10/23/18 PRELIMINARY CDs REV 0 2/13/19 ISSUED CD's 1 06/20/iI ISSUED CD's REV '1' 2 3 u 4 5 11 n CALL FLORIDA 811 4' GATE 6 7 ONE CALL-DIAL 811 EXISTING EQUIPMENT PAD 7'_7" T 5" CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-63$-4097 ^♦ USA ENG PROJECT NO.: 12180001-95 DRAWN BY: CHECKED 8Y: EXISTING KH CS EQUIPMENT �, 14' GATE 16• AREA j at&t a rn 3210 LAKE EMMA ROAD i ( EXISTING CONC. PAD LAKE MARY, FL 32746 FAX (407) 771-1398 CROWN EXISTING DRAIN L _ J j EXISTING LPG TANK v CASTLE 1 4511 N. HI�IES AVENUE I SUITE n 210 � TAMPA, FL 33614 AT&T TO RE-USE EXISTING ABANDONED EQUIPMENT PREPARED BY: i PI EQUIPMENT SHELTER AREA j n j EXISTING EXISTING ! GIENGINEERING v w j SHELTER EQUIPMENT EXISTING UTILITY H-FRAME USA a j PAD - I Z 2818 CYPRESS RIDGE BLVD. �'! O SUITE 110 BANDONE IL WESLEY CHAPEL. FL 33544 m o (813) 994-0365 N a p U FL COA /31705 EXISTING PAD • I i ``���111 a►►►/��, EXISTING UTILITY H-FRAME EQUIPMENT NT EQEXISTING UIPMENT •• 2 I EXISTING REA AREA I F f�r�'p j t S G 285' SELF SUPPORT j •C E N j N TOWER No 72513 j EXISTING TRASH BINS II z * ;• Ij •'• ATE OF � I � JUN ►��;,2019 •—•—•—• EXISTING ELECTRI AL RISE 3 -•J c EXISTING GEN. AND PAD AREA E3 MARC + FL PROFESSIONAL ENGINEER LIC.#72513 EXISTING FENCED EXISTING LPG TANK PAD COMPOUND EXISTING TELEPHONE RISER HEPARDS PARK FA #14639479 i a CC BU#8162" °' 131' 38522 A AVENUE I " (COMPOUND AREA) ZEPHYRHILLS, FL 33542 0 I SHEEP DESCRIPII0N 1 ' EXISTING j z COMPOUND PLAN EXISTING COMPOUND PLAN SHEET NUMBER C-1 SCALES V=ZS• SCALE BASED ON 11"x1T ONLY C-2 1 • REV DATE DESCRIPTION A 10/23/1 PRELIMINARY CDs REV "A- 0 2/13/19 ISSUED CD's REV 0' 1 06/20/1 ISSUED CD's REV t' 2 H 3 5 4' GATE EXISTING BRIGHT HOUSE 6 HAND HOLE. 7 Q EXISTING 7'-7' o EQUIPMENT PAD m EXISTING USA ENG PROJECT NO.: 12180001-95 EQUIPMENT o AREA .�.—,—. DRAWN BY: CHECKED BY:1 KH CS 0 33'- 14' G 16' z „ at&t rI , E ,- 3210 LAKE EMMA ROAD fl j EXISTING CONC. PAD LAKE MARY, FL 32746 FAX (407) 771-1398 o I 1 ao EXISTING FENCED CROWN COMPOUND AREA I EXISTING DRAIN L _ J EXISTING LPG TANK _____CASTLE 4511 N. HIMES AVENUE SUITE 210 r------i °� TAMPA, FL 33614 'I I PROPOSED AT&T IABANDONED 1 I , 30 KW DIESEL EQUIPMENT 1 4 GENERATOR PREPARED BY: EXISTING PAD AREA AT&T TO a I 1 RE-USE EXISTING EXISTING j ENSA GINEERING AT&T TO RE-USE EXISTING 1 I WAVEGUIDE BRIDGE EQUIPMENT EXISTING UTILITY H-FRAME _I oa EQUIPMENT SHELTER ; PAD I z 2818 CYPRESS RIDGE BLVD. BANDONE m z PROPOSED 12' x 25'-� I SUITE A F 0 rn o I PAD a WESLEY CHAPEL, FL 33544 O AT&T LEASE AREA I O (813) 994-0365 L-----J FL C0A /31705 INSTALL PROPOSED AT&T 200A, I----I 120/240V METER IN EMPTY EXISTING 285' SELF SUPPOR ABANDONED NEXTEL METER CAN TOWER (COORDINATE WITH UTILITY COMPANY) -- IREPLACE ABANDONED NEXTEL DISCONNECT ABANDONED EXISTING b \` �G ' lit 4/I, WITH PROPOSED AT&T SERVICE ENTRANCE EQUIPMENT EQUIPMENT �` • C E NfF.•. RATED FUSED DISCONNECT 200A, AREA �� 120/240V, 65KAIC FUSES AREA II Ii z No 72513 o { PROPOSED AT&T GPS ANTENNA MOUNTED ON WAVEGUIDE BRIDGE I j v 'O')jL EXISTING ACTIVE SPRINT / NEXTEL METER & DISCONNECT TO REMAIN OF EXISTING TRASH BINS 3 •--•-•-•- .-.-. _- --- -.--.--,-}-_, .- EXISTING ELECTRICAL RISER o _.J EXISTING GEN. AND PAD AREA MARL MME&PE O FL PROFESSIONAL ENGINEER LK:.tt 72513 EXISTING FENCED EXISTING LPG TANK PAD a COMPOUND EXISTING TELEPHONE RISER BEPARDS PARK (COMPOUND AREA) FA#14639479 CC BU#Sift" 38522 A AVENUE ZEPHYRHILLS, FL 33542 SHEET DESCRIPTION z PROPOSED w T\PROPOSED COMPOUND PLAN CALL FLORIDA 811 COMPOUND PLAN Z ONE CALL-DIAL 811 W C-2 SCALE BASED ON 11-x17'ONLY CALL 3 WORKING DAYS SHEET NUMBER BEFORE 0D7G 14XX C-3 • REV DATE DESCRIPT TOWER LEG ION A 10/23/1. PRELIMINARY CDs REV'A' 0 2/13/19 ISSUED CD's REV'0' 1 06/20/1 ISSUED CD's REV.'1" TOP OF TOWER 2 o ELEV. = 288'-0" AGL 3 v STPAKW TOWER SECTION 4 OF EXISTING ANTENNAS TAPERED 1'-9'IN 20 SLOPE 5 ELEV. = 283'-0" AGL TAPERED 2' IN 20' SLOPE 6 OF EXISTING ANTENNAS h 7 a ELEV: = 277'-0' AGL 1 A�STRUCTURAL ANALYSIS AND MOUNT ANALYSIS USA ENG PROJECT NO.: 12180001-95 SWILL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED DRAWN BY: CHECKED BY: o COMMUNICATION STRUCTURE AND COMPONENTS KH CS lEBaCI(ANGLE±15 VERTICAL 40 G SOLD MITENP MOUNT PIPE (SEPARATELY EXISTING AND PROPOSED ANTENNAS' COAXIAL ±25. HORIZONTAL CABLES AND OTHER APPURTENANCES. THE OWNER'S AGENT SHALL FURNISH A OF PROPOSED AT&T ANTENNAS CERTIFICATION LETTER SEALED BY A REGISTERED oELEV. = 215'-0 AGL PROFESSIONAL ENGINEER STATING THAT THIS o3 STRUCTURAL ANALYSIS WAS PREPARED IN 3210 LAKE EMMA ROAD v' ACCORDANCE (407)ANC WITH ALL APPLICABLE CODES AND LAKEMARY, FL 32746 14'HD V-BOOM 1N/TIE-BACK STANDA71-1398 1. REFER TO ANTENNA SCHEDULE FOR ADDITIONAL 2 (SABRE - C10857003C) INFO. s1 SCALE:RET.S. 2. ADJUSTANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT RE' z OF EXISTING ANTENNAS SHADOWING CROWN ELEV. = 203-0' AGL 3. UNLESS NOTEDOTHERWISE NECESSARY. TOR CASTLE MUST PROVIDE 4. CONTRACTOR TO RETURN ALL EXISTING 4511 N. HIMES AVENUE ANTENNAS BEING REMOVED TO AT&T. SURE 210 OF EXISTING ANTENNA 5. EXACT LOCATION OF DC-6 TO BE DETERMINED TAMPA, FL 33614 ELEV. = 185'-O" AGL OR TO ENSURE T BY FIELD PERSONNEL. OF EXISTING ANTENNAS ELEV. = 177'-O" AGL 36" SPACING BETWEEN PREPARED BY: ALL ANTENNAS PER SECTOR USA N a ENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL. FL 33544 b (813) 994-0365 EXISTING PROPOSED MOUNT 6 FL COA /31705 SELF SUPPORT TOWER SABRE MODEL C10857003C \ r- INSTALL NEW RRUS-32 (WCS BAND) (1 PER SECTOR, 3 TOTAL) ON NEW BACK TO BACK RRU MOUNT IN POSITION #3 1 I 1111 U INSTALL PROPOSED ANTENNAS IN Al • MN A2 36'MN A3 A4 (ALPHA/GAMMA SECTORS, 2 RRU'S TOTAL) P \\\ POSITION .• (ALPHA/GAMMA SECTORS, 6 TOTAL) $•••' C E N r'u(_...� INSTALL NEW B5/B12 4449 (700/850 BANDS) AND NEW B2/B66A 8843 (1900/AWS BANDS) NO 72513 ON NEW BACK TO BACK RRU MOUNT IN POSITION #1 EXISTING 288' (ALPHA/GAMMA SECTORS, 4 RRU'S TOTAL) SELF SUPPORT TOWER "0 ATE 'Jr INSTALL NEW 814 4478 (700/AWS BANDS) ON NEW BACK TO BACK RRU � � • 'L(1 RI' " 'b" N MOUNT IN POSITION #4 •••• w (ALPHA/GAMMA SECTORS, 2 RRU'S TOTAL) INSTALL NEW B5/812 4449 (700/850 BAND) ,�/��f••• �v�\�\ AND NEW B2/866A 8843 (1900/AWS BANDS "/,,IQ IY A L F- \\ INSTALL NEW RAYCAP SURGE PROTECTION 275' RRU NMOUNT IEW BACK N POSITION #1 JUO BACK Ni' ��L2019 PROPOSED AT&T CABLES MODEL# OC6-48-60-18-8C-EV ELEV (BETA SECTOR. 2 RRU'S TOTAL) ROUTED PER STRUCTURAL ANALYSIS ON NEW SECTOR MOUNTS c REFER TO DETAIL 3/S-2 INSTALL PROPOSED ANTENNAS IN FL PROFESSIONAL C EN�GtNERER LICE Nt 72513 (1 PER SECTOR, 3 TOTAL) POSITION #1, #2, #3, AND #4 2 (BETA SECTOR, 4 TOTAL) AT&T TO RE-USE EXISTING G4 �� B1 HEPARDS PARK WAVEGUIDE BRIDGE FA#14639479- w EXISTING EQUIPMENT SHELTER G3 . = 62 CC BU#816298__ / 38522 A AVENUE o ` ZEPHYRHILLS, FL 33542 �o� + "� INSTALL PROPOSED ANTENNAS B3 $ ? (�q SHEET DESCRIPTIOi IN POSITION #1, #2, AND #3 �• TOWER ELEVATION (GAMMA SECTOR, 3 TOTAL) w INSTALL NEW 614 4478 (700 FN) AND AND ANTENNA Z G1 B4 NEW RRUS-32 (WCS BAND) ON NEW BACK ORIENTATION TO BACK RRU MOUNT IN POSITION #3 N 1 TOWER ELEVATION (BETA SECTOR, 2 RRU'S TOTAL) SHEET NUMBER S-1 SCALE N.T.S. S-1 • c REV DATE DESCRIPTION A 10/23/1 PRELIMINARY CDs REV'A" COAX 0 2/13/19 ISSUED CD's REV'0' CABLES 1 06/20/1 ISSUED CD's REV'1' 10.24" 2 0 5 FIBER OR DC 4 BUNDLE 5 AT&T 6 `o EQUIPMENT 7 a r SHELTER CONNECT-IT WIRELESS RUBBER GROMMET (OR I EQUIVALENT) DOME SECURING BAND = USA ENG PROJECT NO.: 12180001-95 m EXISTING SELF SUPPORT MIN. 2` TO MAX. 4 DRAWN BY: CHECKED BY: a, TOWER " •r OGALVANIZED PIPE KH CS O c 1 DR LOOP RAYCAP SUPPLIED FIBER AND at&t 711 I' IP POLE MOUNTING POWER CABLE BRACKETS INGRESS PORTS 3o ,—CABLE TIE BAR 3210 LAKE EMMA ROAD o; CONCRETE1 LAKE MARY, FL 32746 PIERu FAX (407) 771-1398 •. tn+.{:��_ ; RAYCAP SUPPLIED F.•t:i ,t; CONNECT-IT WIRELESS ; k...;. BASE ASSEMBLY m .• r:....;-:Y,:?3r: RUBBER GROMMET (OR 18.28' CROWN I z ,•a...,_q�>R?r .. EQUIVALENT) : :: : .:. � A.f CASTLE cl, 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S �c f RECOMMENDATIONS. 4511 N. HIMES AVENUE a° 4 F•--10' MAX 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG SUITE 210 TIGHT" CONDITION AS DEFINED BY AISC. TAMPA, FL 33614 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. PREPARED BY: COAX BRIDGE ELEVATION (SIDE) 2 FIBER & DC CABLE MOUNTING DETAIL s DC6-48-60-18-8C-EV MOUNT DETAIL USA E S-2 SCALE:N.T.S. S-2 SCALE:N.T•S. S•2 SCALE:N.U. {ENGINEERING i 2818 CYPRESS RIDGE BLVD. C SUITE 110 .4 WESLEY813))9944- 365 544 FL COA #31705 2' MIN. 1 Y ��, WAVEGUIDE BRIDGE KR w ``\\\�C U11111, CONNECT-IT #WGB210 • Irl \ .• a COAX SUPPORT BLOCK (OR EQUAL) CONNECT-R PART/ • o •• E N APPROVED • F / CS8158 (OR APPROVED � • e �• F.'. WAVEGUIDE BRIDGE KIT CONNECT-IT #WGB210 EQUAL) ( ) R i e• No 72513 I N (OR APPROVED EQUAL) • • • • • • • • r 0 3 TIER TRAPEZE////_ • INCLUDED WITH . • • . • • . e- • CONNECT-Fr ONNE IDE BRIDGE IT CONNECT-RWG62 0 •, $T TE QF ORI •H ' a JUNk'A, 2019 � e • MARC MAIEk PE • �} FL PROFESSIONAL ENGINEER UC.#72513 e i i Y 3J�'U PIPE (TYP.) e _.Y 1 HEPARDS PARK S FA#*14639479 r•+1. 3.000 PSI CONCRETE R • CC BV#8162" M • 38522 A AVENUE o e• • `:r o • ZEPHYRHILLS, FL 33542 p.l.." SHEET DESCRIPTION 12" MIN. i MISCELLANEOUS 10` DETAILS W n COAX BRIDGE AXONOMETRIC S COAX BRIDGE CROSS-SECTION a TRAPEZE ISOMETRIC S-2 SCALE:N.T.S. S-2 SCALE:N.T.S. 8-2 SCALE:N.T.S. S-2 REV DATE DESCRIPTION A 10/23/1 PRELIMINARY cos REV"A' t0 2/13/19 ISSUED CD's REV "0" 1 06/20/1 ISSUED CD's REV "1" 2 3 4 Do 5 f 6 7 i M N - USA ENG PRQIECR NO.: 12180001-95 i m DRAWN 8Y: CHECKED BY: n KH CS at&t � 3 ! o 3210 LAKE EMMA ROAD LAKE MARY, FL 32746 FAX (407) 771-1398 i o z CROWN v CASTLE mi 4511 N. HIMES AVENUE rn SUITE 210 TAMPA, ft 33614 � M S a PREPARED BY: t N (ENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 rn ' FL COA /31705 t0 ® 11I111/,,� PWJc : s e ��:•�,1ICEN." •F� * , No 72513 I Q ____- - itfl_ ..• O 1/2"ø HILTI KWIK BOLT 3 • OF " / WITH 3 1/2" EMBEDMENT 'p0 ' (TYPOF4) % �` '• ORIDQ:•'t'"�� • I i 3.000 PSI CONCRETE PAD 'i��f ''• ``v��`�` 3,000 PSI CONCRETE PAD1\ - CHAMFER (TYP) . . , + . + JUN l�, 2019 1/2" CHAMFER (TYP) . d '• '' .' � ; + MARL MAIER,PE o FL PROFESSIONAL ENGINEER UC.#72513 6 MIL MIRAFI POLYETHYLENE I I I- III- -I I -I 6 MIL MniAFI POLYETHYLENE 1- EXISTING SOIL TO BE $EPARDS PARK PLASTIC SHEET OR EQUAL- 1'-7" 1 _10• 1'_10-- -1'_10" -2•_10•- 6" 3 0"- 6" COMPACTED TO 95% OF (EACH DIRECTION) PLASTIC SHEET OR EQUAI.I )-I. PROCTOR DENSITY PER ASTM FA #14639479 w 1/2"m HILTI KWIK llP BOLT 3 —4,-0L 01557, METHOD C. 1 a WITH 3 1/2" EMBEDMENT — — 10'-0 — — — EXISTING SOIL TO BE I �►BU#SiNUE j m MP OF 4) COMPACTED TO 95% OF _ _ PROCTOR DENSITY PER ASTM #5 REBIR DIRECTION) O.C. 38522 A AVENUE -I ( I-I ' - D1557, METHOD C. (EACH DIRECTION) ZEPHYRHILLS, FL 33542 � o SHEET DESCRIPTION GENERATOR W PAD DETAILS I z +1 GENERATOR CONCRETE PAD SECTIONS SHEET + j sa SCALE:N.T.S. S-3 REV DATE DESCRIPTION A 10/23/1 PRELIMINARY CDs REV-A- 0 2 13/19 ISSUED CD's REV"0" 1 06/20/1 ISSUED CD's REV"1' m 2 O 3 4 5 0 6 7 ry USA ENG PROJECT NO.: 12180001-95 ao DRAWN BY: I CHECKED BY: PROPOSED ANTENNA TILT KH CS BRISKET PROVIDED W/ c ANTENNA PROPOSED P at&t ° BRACKET PROVIDED W/ 3210 LAKE EMMA ROAD ANfEtR�A LAKE MARY, FL 32746 FAX (407) 771-1398 m o o CROWN PROPOSED AT&T ANTENNA v,CASTLE I III 11.85" 19.6" 72 4511 N. NIMES AVENUE 11.85" I III TAMP 210 33614 liii PREPARED BY: N O h 7.1" h liii USA N > O h N - 2 liii91ENGINEERING rn 2818 CYPRESS RIDGE BLVD. • PROPOSED PIPE MOUNTING SURE 110 BRACKET WESLEY CHAPEL, FL 33544 ANTENNA' m PROVIDED W/ (813) 994-0365 FL COA #31705 3 m 0' si `VVV11T1111i//// s 06 1' iN •�10ENf;•Fp': N � No 72513 7.30" 7.3" { v o `) ANTENNA - TE OF P. <v 7 : JUN 6, 2019 MARC MAIER,PE FL PROFESSIONAL ENGINEER LTC.#72513 i o U HEPARDS PARK FA#14639479 CC BU#816298 0 38522 A AVENUE ZEPHYRHILLS, FL 33542 SHEET DESCRIPTION { , SBNHH-1D6SB MISCELLANEOUS Z BNHH-1 D856 ,�NNHH-65B-R4 c ANTENNA MOUNTING DETAIL DETAILS C.D 54 SCALE:N.T.S. S-4 SCALE:N.TA. >ISCALE:N.T.s. SCALE:N.U. SHEET NUMBER j S-4 REV DATE DESCRIPTION A 10/23/il PRELIMINARY CDs REV'A' 0 2/13/19 ISSUED CD's REV"0' 1 06/20/t ISSUED CD's REV "I' 2 0 3 ERICSSON RRUS-4449 B5/B12 ERICSSON RRUS 32 —DIMENSIONS (H x W x D): 14.96" x 13.19" x 10.43' (INCLUDES SUNSHIELD) -DIMENSIONS (H x W x D): r7- ANTENNA MAST PIPE 6 -WEIGHT: 73 LBS 27.2" x 12.1" x 7.0' (INCLUDES SUNSHIELD) -CLIMATE: -40"C TO +55'C -WEIGHT: 60 LBS 7 (SELF CONVECTION SILENT, FANS OPT., IP65) -WCS A+B BLOCKS: RX - 2305-2315 MHzTX 2350-2360 MHz ANTENNA -POWER CONSUMPTION: 80 WATTS (TYP.) -CPRI 2 PORTS x 10 GBPS USA ERG PROJECT NO.: 12180001-95 ERICSSON RRU SUPPORT KIT DRAWN aY: CHECKS er: 0 12.1' PART #SXK 1250461/1 KH CS (OR APPROVED EQUAL) RRU'S REQUIRING A2 SUPPORT at&t USE PART #SXK 1091946/1 & /2 (OR APPROVED EQUAL) 3210 LAKE EMMA ROAD LAKE MARY, FL 32746 a o o FAX (407) 771-1398 I I rP CROWN Z N cc CASTLE HllllIflUUllftffllllhI! II ao RRU RRU 4511 N. HIMES AVENUE SUITE 210 TAMPA, FL 33614 M PREPARED BY: USA a ENGINEERING 2818 CYPRESS RIDGE BLVD. rn SURE 110 l�ff• NQILWESLEY CHAPEL, FL 33544 N _ (813) 994-0365 �'� BE FL COA #31705 RRUS CAN Qyl`( BE RRUS CAN PAINTED ON SOLAR SHIELD. PAINTED ON SOLAR SHIELD. a' 2 RRUS 4449 B5/B12 DETAIL RRUS-32 DETAIL DETAIL IS DIAGRAMMATIC. CONTRACTOR 11I I 1 sr�� 5-4 SCALE:N.T.S. $4 SCALEe N.T.S. TO INSTALL RRU'S ON RRU MOUNT BEST G P i7 SUITED FOR ANTENNA CONFIGURATION. �' 9f n RRUS-4449 B5/B12 ERICSSON B14 4478 BACK VIEW ."'-' EN' " N fF•`�'' -DIMENSIONS (H x W x D): No 72513 EN-DIMSIONS (H x W x D): 16.5" x 13.4" x 7.7" (INCLUDES SUNSHIELD) * 14.96" x 13.19' x 11.1' (INCLUDES SUNSHIELD) -WEIGHT: 59.9 L 8S s -WEIGHT: 75 LBS -CLIMATE: -40"C TO +55C a -CLIMATE: -40"C TO +55"C (SELF CONVECTION SILENT, NO FANS, IP55) ,p (SELF CONVECTION SILENT, FANS OPT., IP65) -POWER CONSUMPTION: 80 WATTS (1W.) 10 • OF -POWER CONSUMPTION: 80 WATTS (TYP.) ANTENNA 1�.n 0 RI11�`.• $':: ANTENNA MAST PIPE JUNè,12019 o �—ERICSSON RRU SUPPORT KIT v PART #SXK 1250461/1 MARC MAIRK PE (OR APPROVED EQUAL) FL PROFESSIONAL ENGINEER LIC.1172513 FOR RRU'S REQUIRING A2 SUPPORT USE PART #SXK 1091946/1 & /2 (OR APPROVED EQUAL) FA PARK FA #14639479 CC BU#816298 iiiioiiiiiiiiuiooii im N o E RRU RRU ZEPHYRHILLS,38522 A A FL U 33542 DETAIL IS DIAGRAMMATIC. CONTRACTOR SHEET DESCRIPTION TO INSTALL RRU'S ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. MISCELLANEOUS W Gw laic ` '� SECTION A DETAILS z PAINTED ON SOLAR SHIELD. PAINTED ON SOLAR SHIELD. SHEET NUMBER RRUS 8843 B25/866A DETAIL 6 B14 4478 DETAIL n RRU MOUNTING DETAIL S-5 E4 SCALE.N.T.S. 6-44 SCALEz N.T.E. S 4�$CLEBN.T.S. REV DATE DESCRIPTION A 10/23/1 PRELMMNARY CDs REV-A- 0 2/13/19 ISSUED CDb REV -0- Sc 1 06/20/lI ISSUED CD's REV •1 o P\r 3 4 5 USA ENG PROJECT NO.: 1 21 80001-95 AINtL> DRAWN BY: CHECKED BY: KH CS •wf �► , . ____ £ m . - - 9 at&t 4 1R'W' 1 p ! UPJ_ IKti 1 4 W " 1 3210 LAKE EMMA ROAD - " " LAKE MARY, FL 32746 A Irtp� ' SOW a1111�wr 1 N '>LIN■Irs xl +fi1N r _ FAX (407) 771-1398 " IY4/ �fils�q > ! sr a ID 4061111 ws> �sr I r 11Iir CROWN "M11OW r lNrvr _r_Nlrr ter 1 II�@s 'xMAltr"s0 1" r - -• _I,_ CASTLE lrlr.we' 1 > O n «cuss 1 rr1�11110EE E0EiIM { 1 IV4 1M . _ 4511 N. HEAES AVENUE 1 _ SUITE 210 M(p 1 rl1rw - TAMPA, FL 33614 I fF+ill 'r� r"stt>'!a' 7qt w _ PREPARED BY 4 . 4 2 : r wr 1 ' (USA so" • - - _ ENGINEERING • _ 2818 CYPRESS RIDGE BLVD. ' 2w4* > 1 MrA 'x txidLl` t - SUITE 110 ! , " • WESLEY CHAPEL. FL 33544 ` ! ) ` ` 1RrRER 1IR 1 _ FL COA /31705 (813) 994-0365 m NMI" 11w x•41 ! w 1 Mme"x 41.r"x#7.!• r rn 1 o 1 Mr!!"xrb.Pt 1 111111 /// 1YIMITIrt affa#11 >111 4 1%4 1 Arn �� Q•�LC P , M9j� ce#Iiil *e M 4 W4 1 4lwrrou>t11M1 : _ .•PLC E N f'••• lrrwrrM air 1 •tlr ,1w1 1r :: : #a7rawnew sO�.;!" 4mm _ii_ii _ I +AIIR s1" 'xMF�p,!"xbX : =1__ _ R>� slr r sw 1 Ilse 1 - - - � �0 IIwrllrc TO ) Mir' 1 > - " - - - - - - 'i F •••.... •• `�`�•- -___________________________ - -=- . - - - ____________ — -•IulI4 lIeu1A C 1rI Mrrw1101IRe8v10eI Wft*Wr 0 rR a JUN 2019 •�rc1'>e�ltrllFrl�e�Icxl�rrlarlt+3II�11rc1!Io�l. •OE C MEArIM9MMMTf AA1bl rf 16flON MARC MAZER,PE o '�Mt1E lE1i3f ltpE43Mtll€fOB�At1O►Al{IO Mk*•ERMIAr119pOf1�lIs3 FL PROFESSIONAL ENGINEER LIC.1172513 �; rd1R1Mt1F1AlIPIIIESFRk1R61NltIQfME. '�tllliN�1f�11SilllAtiNiAl�CflNfs�7ME1iCfF1f`181"lf+lrtAitlEftN3'il'1ESjLTLy! N M1tfi11RlAfi1>iRAilrt4BIIt4 HEPARDS PARK w xlwllest1€NAI111a1» FA #14639479 CC BU#816298 38522 A AVENUE ZEPHYRHILLS, FL 33542 SHEET DESCRIPTION z ANTENNA z SCHEDULE Q ANTENNA & COAX SCHEDULE SCALE.N.T . SHEET NUMBER AN-1 REV DATE D SCRIPTKIN ELECTRICAL SPECIFICATION NOTES " '°/ /' P' '"°'^�' 1'` 0 2/13/19 ISSUED CD's 1 08/20/1 ISSUED CD's REV'1' GENERAL NOTES: GROUNDING NOTES: 20. A RESISTANCE To GROUND OF FIVE (5)_OHMS OR LESS IS THE 3 OBJECTIVE FOR THE EARTH GROUND S1r51EMs AT CELL SITES. 4 CHEMICAL ENHANCERS, A WELL CASING OR A CUSTOM DESIGNED 5 1. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK 1. PROVIDE GROUNDING AND BONDING IN ACCORDANCE WiTH CLIENT GROUND SYSTEM MAY BE USED To MEET THIS OBJECTIVE. WHEN 6 PERFORMED ON THIS PROJECT. DELVER COPIES OF ALL PERMITS GROUNDING & BONDING PRACTICE UNLESS DIRECTED OTHERWISE USING CHEMICAL ENHANCERS MANUFACTURER SPECIFICATIONS SHALL 7 TO CLIENT REPRESENTATIVE. BY DRAWINGS, NATIONAL ELECTRICAL CODE, OR AUTHORITIES BE FOLLOWED. 2. SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL HAVING JURISDICTION. THE ABOVE REFERENCED SPECIFICATIONS IS 21. ALL GROUND WIRE TO BE BURIED 30 UNDERGROUND ' DEEP. AN INTEGRAL PART OF THE DESIGN DOCUMENTS AN MUST BE WORK REQUIRED BY JURISDICTION HAVING AUTHORITY. CORRECT STRICTLY ADHERED TO. WHERE,CONFLICTS BETWEEN THIS 22. ALL BURIED GROUND CONNECTIONS WILL BE MADE USING THE USA DG PROJECT NO.: 12180001-95 AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED SPECIFICATION, CODES, AND AUTHORITIES HAVING JURISDICTION INSPECTION. ARISE, THE MOST STRINGENT SHALL GOVERN. EXOTHERMIC WELD PROCESS. DRArrN Br: CHECKED sr: 0 3. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM APPROVED BY 2. BUSS CONNECTORS SHALL BE 2—HOLE LONG BARREL TYPE 23. ALL GROUND WIRES SHALL BE CONNECTED TO THE CiGBE USING KH CS CLIENT TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED COMPRESSION LUGS. TWO-HOLE CRIMP/COMPRESSION CONNECTORS. 5 OHMS TO GROUND. THE COMPLETED SITE SHALL BE TESTED 24. AN APPROVED ANTI OXIDATION COMPOUND SHALL BE USED ON ALL AND A REPORT SENT TO CLIENT REPRESENTATIVE 3. LUGS SHALL BE ATTACHED TO BUSSES USING BOLTS, NUTS AND EXTERNAL CONNECTIONS, EXCLUDING EXOTHERMIC WELDS, AND ON ALL a �t DRAGON TOOTH WASHERS. NO WASHERS ARE ALLOWED BETWEEN EXTERNAL GROUND BARS. COAT ALL CONDUCTORS AND SURFACES M 4. REDLINED AS-GUILTS ARE TO BE DELIVERED TO CLIENT THE ITEMS BEING GROUNDED. PRIOR TO CONNECTION. REPRESENTATIVE 25. REFER TO SHELTER MANUFACTURER AND CLIENT SPECS FOR INTERNAL 3210 LAKE EMMA ROAD 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS 4. SURFACE CONNECTIONS SHALL BE MADE TO BARE METAL. PAINTED GROUNDING DETAILS. LAKE MARY, FL 32746 SURFACES SHALL BE FiLED TO ENSURE PROPER CONTACT. APPLY FAX (407) 771-1398 IN THREE-RING BINDER. NON-OXIDIZING AGENT TO CONNECTIONS. 26. GROUND CONDUCTOR RUNS SHALL BE STRAIGHT AS POSSIBLE, WITH 6. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, CABLE AN 8-INCH MINIMUM RADIUS FOR #6 CONDUCTORS AND 12" FOR #2 N TRAY, TELCO CONDUIT AND GROUNDING SYSTEMS. 5. COPPER BUSSES SHALL BE CLEANED, POLISHED, AND A AND LARGER CONDUCTORS. NON-OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED Z COPPER WILL BE PERMITTED. 27. ALL POSTS To BE BONDED UNDERGROUND VIA AN EXOTHERMIC WELD. CROWN rn 7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WiTH PVC MIN. 6' INTO GROUND. 0 ALL APPLICABLE BUILDING CODES AND LOCAL ORDINANCES, 6. GROUND CONDUCTOR RUNS SHALL BE STRAIGHT AS POSSIBLE. CASTLE INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO cc WITH AN 8-INCH MINIMUM RADIUS FOR #6 CONDUCTORS AND 12" 28. IF GROUNDED METAUJC OBJECTS ARE LESS THAN 6' FROM A FENCE APPROVAL BY CLIENT REPRESENTATIVE. FOR #2 AND LARGER CONDUCTORS. , THEN THE POST SHOULD BE GROUNDED To THE GROUND 4511 SUINTEMES DAVENUE a 8. CONDUCT A PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING RING. TAMPA. FL 33614 SITE CONDITIONS AFFECTING THIS WORK. REPORT ANY OMISSIONS 7. ��' (I.E, NUTS BOLTS. WASHERS, ETC.) IS TO BE 29. ALL GROUND WIRES THAT ARE ROUTED ABOVE GROUND SHOULD BE OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF STAINLESS ST>1=L INSTALLED IN 12 OF 3/4"0 PVC ALL THE WAY TO THE WELD/BOND PREPARED BY: CONSTRUCTION. 8. GROUND COAXIAL CABLES AT POINTS SHOWN ON GROUNDING WITH 6• GRADE 9. PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE. RISER DIAGRAM WITH MANUFACTURER'S GROUNDING KITS. 30. BOND THE SHELTER FOUNDATION REBAR TO THE SHELTER GROUND 91ENGINEERING (r1SA REPAIR TO OIGINAL CONDITION ANY DAMAGED AREA. RING USING ETHER AN EXOTHERMIC WELD, A PREFABRICATED WELDED 9. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE (CADWELD) REBAR ASSEMBLY, UL APPROVED 2 BOLT PARALLEL CONNECTOR OR TO GROUND RING AND GROUND RODS. REMAINING GROUNDING WIRE TIES. APPLY HEAT SHRINK OR ELECTRICAL INSULATING TAPE 10. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN AAROUND THE CONDUCTOR AS NECESSARY. 2818 CYPRESS RIDGE BLVD. TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE CONNECTIONS SHALL MECHANICAL CONNECTIONS. CONNECTIONSSUITE 110 CDTO GROUND BARS SHALL BE MADE WITH TWO-HOLE LUGS. 31. BOND ANY MISC. METAL OBJECTS TO GROUND RING VERIFY WITH WESLEY CHAPEL FL 33544 i RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. CONSTRUCTION MANAGER (813) 994-0365 REMOVAL OF DEBRIS SHALL BE COORDINATED WITH THE CLIENT'S 10. GROUND RING, COMPRISED OF #2 BARE TINNED SOLID RADIAL FL coA /31765 REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE COPPER CONDUCTOR, SHALL HAVE A MINIMUM DISTANCE OF 24" 32. ALL ABOVE GROUND GROUND WIRES SHALL BE INSIDE FIE( CONDUIT PROPERTY AND DISPOSED OF LEGALLY. USE OF THE PROPERTY'S FROM THE STRUCTURE AND BE BURIED A MINIMUM OF 30" BELOW AND SEALED WITH SILICONE. o l DUMPSTER IS PROHIBITED. GRADE. M SHALL THAN NOT LESS SHALL BE INSPECTED AND APPROVED BY 11.11. ALL CONSTRUCTION 33. IF TOWER IS GREATER THAN 200' THEN CONTRACTOR IS To INSTALL \%l I 1 i►/ ALL C AUTHORITIES 1 O'-0" COPPER CLAD STEEL WITH COPPER JACKET CADWELD GROUND RODS TO GROUND RING. RODS TO BE 5/8" X A GROUND BAR AT THE CENTER OF THE TOWER. \\��� C P OF ``` P�• •9 j��,' WIRING BE INSULATED #18 AWG. NO BX OR ROMEX EXTEND NO INCHES MOREE THAN 6 INCHES ABOVE THE BOTTOM O E ELECTRICAL NOTES' ••• C E N• CABLE IS PERMITTED. TRENCH. 12. SIGNAL �1 j' .., L 13. EQUIPMENT SHALL BE UL LISTED AN 12SPECIFICATION GRADE. . INTERCONNECT OUTDOOR EQUIPMENT GROUND RING AND TOWERCONCRETE SHELTER SHOP 1. FOR EQUIPMENT SHELTER INTERNAL WIRING, REFER TO * No 72513 ••' GROUND RING WITH EXOTHERMIC WELD. DRAWINGS. a 14. FUSES ARE NOT ALLOWED: CIRCUIT BREAKERS ONLY. 13. INSTALL GROUNDING KIT. BOND COAXIAL CABLE OUTER CONDUCTOR 2. ALL ELECTRICAL. CONNECTIONS IN DISCONNECTS, METERS AND TO GROUNDING CONDUCTOR. PANELS NEED " , 'NOALOX" OR 'PENETROX• -O ATE )&:' � 15. MATERIALS DA SHALL BE NEW AND CONFORM TO THE APPLICABLE APPLIED. VERIFY PRODUCT WITH PROJECT MANAGER.a STANRDS ESTABLISHED FOR EACH R GAEM BY THE ORNIZATIONS 14. INSTALL GROUND RODS ON GROUND RING AT 16' INTERVALS. i � ; .••• LISTED BELOW: INSTALL GROUND RODS TO FENCE POSTS AT 16' INTERVALS. � F ' .�UI11.• - AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 15. ALL ELECTRICAL GROUNDING SHALL COMPLY WITH THE NATIONAL �/jflO1NjjA�11L - UNDERWRITER'S LABORATORY (UI) ELECTRICAL CODE (NEC) AND THE LATEST EDITION OF NATIONAL .LUNG L6, 2019 - NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) FIRE PROTECTION ASSOCIATION (NFPA) 780, APPROVED BY LOCAL - AMERICAN STANDARDS ASSOCIATION (ASA) AUTHORITY. o — NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 16. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN MARC MAI E PE 16. DESIGN AND INSTALLATION OF MATERIALS SHALL COMPLY WITH ANTI-CORROSIVE AGENT SUCH AS 'T & B KOPR SHIELD", FL PROFESSIONAL ENGINEER LIC.#72513 CE OF: "NO-OXY", "NOALOX" OR PENEiROX". VERIFY PRODUCT WITH 0 PROJECT - THE NATIONAL ELECTRICAL CODE (NFPA 70) MANAGER. i - THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) 17. GROUND WIRES SHALL BE #2 BARE TINNED SOLD COPPER FROM BEPARDS PACK - THE LIFE SAFETY CODE- LLIQUEFIED PETROLEUM OCAL CODES GAS (NFPA 7 54 AND 58) NOTED ON PLANS.CONDUC OR FOR BONDING CONNECTIONS UNLESS OTHERWISE FA#14639479 a 18. DOCUMENT GROUND RING INSTALLATION AND CONNECTIONS WITH CC BU#816298 ao 17. ALL CONDUIT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PHOTOGRAPHS PRIOR TO BACKFiWNG SITE. PRESENT PHOTO NATIONAL ELECTRICAL CODE (NFPA 70), LATEST EDITION. ARCHIVE AT SITE "PUNCH LIST" WALK TO CLIENT REPRESENTATIVE. 38522 A AVENUE CD ZEPHYRHILLS, FL 33542 0 19. THE ENTIRE SYSTEM SHALL BE GROUNDED USING LOCKNUTS AND sHEE7 DESCRIPTION BONDING NUTS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTORS. RECEPTACLES AND EQUIPMENT BRANCH CIRCUITS wCD SHALL BE GROUNDED WITH A FULL-SIZED EQUIPMENT GROUNDING ELECTRICAL CONDUCTOR RUN IN THE CIRCUIT'S CONDUIT. z NOTES cai5 SHEET NUMBER C E-1 REV DATE DESCRIPTION A 1l PREL9INARY CDs REV'A' 0 2/13/19 ISSUED CD's REV'0' 1 06/20/1 ISSUED CD's REV'1' 0 2 aI 3 4 EXISTING BRIGHT 5 4' GATE HOUSE HAND HOLE. 6 7 EQU PMENT 7-7. 7-5" PAD li EXISTING USA ENG PROJECT NO.: 1 21 80001-95 EQUIPMENT AREA DRAWN 8Y: CHECKED BY: ,--,- Z KH CS N z O z at&t 3210 LAKE EMMA ROAD EXISTING CONC. PAD LAKE MARY, FL 32746 AT&T TO RE-USE EXISTING F - FAX (407) 771-1398 EQUIPMENT SHELTER ROWN 'II PROPOSED 12' x 25' AT&T LEASE AREA j II C CASTLE N I L EXISTING LPG TANK � PROPOSED 20 EMT CONDUIT WITH rn1 (3) #3/0 & (1) #4 GRND FOR 4511 N. HMIES AVENUE GENERATOR POWER FROM C. SURE 210 - '--� TAMPA, FL 33614 `I I ABANDONED EQUIPMENT PREPARED BY: PROPOSED (3) 1.0 CONDUCTS FOR I 1 AREA BATTERY CHARGER, ALARM WIRING, I AND REMOTE START FROM PTLC. i USA I rn EXISTING UTILITY H-FRAME ENGINEERING 2818 CYPRESS RIDGE EILVD. ti PROPOSED AT&T 30 KW DIESEL GENERATOR 5urtE 110 • WESLEY CHAPEL, FL 33544 j (813) 994-0365 --J FL COA #31705 PROPOSED PRO POSED METER & DISCONNECT I TO PROPOSED PTLC (20'± L.F.) I I I \\ ,t • � INSTALL PROPOSED AT&T 200A, 120/240V ` METER IN EMPTY ABANDONED NEXTEL METER EXISTING b Q` f� i CAN (COORDINATE WITH UTILITY COMPANY} EQUIPMENT �� �.,•�1C E NSA,.•�'� I s AREA REPLACE ABANDONED NEXTEL DISCONNECT \ \ L �I No 725 3 WITH PROPOSED AT&T SERVICE ENTRANCE ! RATED FUSED DISCONNECT 200A, PROPOSED AT&T GPS ANTENNA MOUNTED ON WAVEGUIDE BRIDGE -2 120/24DV, 65KAIC FUSES I1� o j EXISTING ACTIVE SPRINT / NEXTEL METER & DISCONNECT TO REMAIN OF : ' n I L,_ ❑ JUN6 �� 2019 EXISTING ELECTRICAL RISER � FL PROFESSIONAL ENGINEER UC.#72513 cv EXISTING FENCED i COMPOUND INSTALL PROPOSED 3#3/0 & 1#4G IN EXISTING CONDUCT FOR EXISTING TELEPHONE RISER i POWER FROM EXISTING UTILITY H-FRAME W/ PROPOSED METERpARD$ PARK TO EXISTING TRANSFORMER (COORDINATE WITH UTILITY COMPANY) I U W FA #14639479 a PROPOSED 4"0 CONDUIT FOR TELCO FROM TELCO SOURCE ( � MEET POINT TO UTILITY H-FRAME (LENGTH TO BE DETERMINED} CC BU#816298 WITH (3) 1 1/4.0 INNER DUCTS (DURALINE INNER DUCT #1226-173X SERIES) 38522 A AVENUE AND 200LB MULE TAPE. ! ZEPHYRHILLS, FL 33542 ® SHEEP DESCRIPTION z GRAPHIC SCALE ELECTRICAL PLAN CALL FLORIDA 811 z 0 10 0 40 ELECTRICAL PLAN ONE CALL-DIAL 811 0 CALL 3 WORKING DAYS 5H�NUMB BEFORE YOU DIG FEET ( INS SCALE BASED ON 11'x1T ONLY 1-800-6384097 E-2 I ' REV DATE DESCRIPTION CASE BONDS #2 AWG POWER TRANSFER LOAD CENTER (PTLC) A 10/23/1 PRELWINARY CDs REV •A- BARE. TINNED SOLID INCLUDES A CAM—LOC GENERATOR 0 2/13/19 ISSUED CD', REV"0- COPPER CONDUCTOR TO CONNECTION PANEL, AN ATS, A t x#/20/1 ISSUED CD', REV"1" t h SERVICE GROUND MECHANICALLY INTERLOCKED TRANSFER d SWITCH, A 200A 42-POS PANEL AND 2 SURGE SUPPRESSION. 3 d 200A, 1# 240V NEMA 3R FUSIBLE 4 120/240V, 200A, 1# PROPOSED DISCONNECT WITH 200A, 22K AIC FUSES 5 POWER COMPANY METER (INSTALLED j a & PROVIDED BY POWER COMPANY) 7 i a LABEL METER "AT&T" °D III 3#3/o. 1#4G - 2"CONDUIT E1-- AT&T COMPACT GENERATOR INTERFACE USA ERG PROJECT NO.: 12180001-95 PANEL. PROVIDE ARC FLASH WARNING LABELS ON ALL PANELS PER NEC 110.16 DRAWN BY: iCHECKED BY: AND IN ACCORDANCE WITH SHEET EL KH CS TO POWER SOURCE C (COORDINATE 1# 3W (COORDINATE W/UTILITY) _ 3 _ _ 2P-200A MAIN BREAKERS? U) CB-E1 AND �� � a, — — ? •w w CB-E2 ARE MECHANICALLY INTERLOCKED. I 3210 LAKE EMMA ROAD INSTALL PROPOSED 3#3/0, V ro m (3) #3/0, 1#4G - 2"CONDOR FOR POWER LAKE MARY, FL 32746 U FAX (407) 771-1398 1#4G IN EXISTING CONDUIT #4 AWG GROUND 1"0 CONDUIT FOR REMOTE START/UTILITY f 0 m FAIL CE INSTALL PROPOSED 3#3/o, SERVICE GROUND RODS cc CROWN 1#4c IN EXISTING CONDUIT 30KW CASTLE 11 GEN 4511 N. HIMES AVENUE SUITE 210 TAMPA, FL 33614 I a V PREPARED BY: ØIUSA 1#, 42-POSITIONS 1P-20A ENGINEERING NJ 200A, CYPRESS RIDGE BLVD. LOAD CENTER. 2818 SUITE 110 (SEE SHELTER DRAWINGS FOR MORE DETAILS) WESLEY CHAPEL FL 33544 0, (813) 994-0365 cNJo FL COA #31705 m� rn I � PROPOSED 1"0 CONDUITFOR WIRING, ANNUNCIATOR DC POWER ALARM ��PRC P , •• y9f��i MAIN BREAKER SIZE: 200 WIRING AND E-STOP WIRING. •.' 1C E N f" .• j a MAIN FEEDER WIRE SIZE: 3/0 PROPOSEDCONDUIT FOR No 72513 : VOLTAGE: 120/240, 1PH BATTERY CHARGER ••• BREAKER WIRE "A" 1"E" A" BREAKER 66-BLOCK (ALARM BLOCK) STATE OF CKT# DESCRIPION T NDESCRIPION CKT# (PROVIDED WITH SHELTER) •• S •••��� SIZE size Color CONT NONC CONT NONC CONT NONC CONT_WIRE or size SIZE 1 *RECTIFIER #1 amp 8 BLK 960 ••,�0RI�,. C 960 K 8 am *RECTIFIER #4 2 i •cn p 8 RED 960 960 D 8 am5 *RECTIFIER2 am p RECTIFIER 5 68BLK 960 960 R 8 am *7 am 960 960 8 am 9 *RECTIFIER 3 am 8 81K 960 960 K 8 am *RECTIFIER #6 10 JUNE 26,\2019 a 11 amp 8 RED • 960 960 RED 8 am 12 OUTLINE OF SHELTER 13 *RECTIFIER #7 am 8 BILK 960 o 15 " am 960 BLK 8 am *RECTIFIER #8 14 18 8 RED 960 17 — amp 8 BLK — 960 BLK 8 amp 16 MARC MAIER,PE o 19 amp 8 RED — RED 8 amp — 20 FL PROFESSIONAL ENGINEER UC.#72513 �, 21 _ am 8 BLK — 23 am 8 BED — RED 8 amp —BLK 8 30 amp 22 EMERGENCY GENERATOR HEpARDS PARK BLI< 10 20 amp EXT. CUT OFF SWITCH PROPOSED 1"0 CONDUIT FOR 2� *HVAC #1 25 am 8 RE 1909 1909 62 180 RED 10 am BATTERY CHARGER T 26 EMERGENCY GENERATOR w 29 DUPLEX RECEPTACLE 20 amp Ti BLK 180 180 BLK i 20 amp BLOCK HEATER 30 CUT OFF SWITCH FA #14639479 IX 4020 1909 3840 1909 840 62 4200 CC BU#816298 38522 A AVENUE PANEL USAGE DATE: VA ZEPHYRHILLS, FL 33542 A 822U N9;; TOTAL 1122 6nt+nonc NOTE. B 8040 1909 11959 ELECTRICAL ONE-LINE DIAGRAM SHEET DESCRIPRON C, STANDBY POWER ONLY SERVICES PROPOSED E� 11CALE.N.T.S. SUMMARY: VA AMPS RECTIFIERS. ELECTRICAL IX TOTAL ALLOWED: 2400 200.0 DEMAND LOAD = 80 AMPS DETAILS w GENERATOR CAPACITY = 125 AMPS ? TOTAL USED: 12246 102 W REMAINING AVAILABLE: 11754 98 PROPOSED PANEL SCHEDULE NUMBER �.� > N.T.S. E-3 REV DATE DESCRIPTION A 10/23/1 PRELAIMUIRY CDs REV "A" PROPOSED PROPOSED 0 2/13/19 ISSUED CD's REV "0' GPS ANTENNA GALVANIZED STEEL o END PIPE CAP (TYP.) 1 06/20/tREV ISSUED CD's "1' I :2 3 2 GPS MAST PIPE TO BE 1.32" O.D. 4 S GROUNDED TO THE GROUND x 14" MAX. PROPOSED AT&T EMERGENCY 5 d RING WITH CADWELD MOUNTING PIPE SHUT-OFF SWITCH MOUNTED OI 6 TO POST 7 IIII a PROPOSED 3"0 SCH 40 PROPOSED MOUNTING GALVANIZED PIPE BRACKET (PROVIDED WITH ANTENNA) Z USA ERG PROJECT NO.: 12180001-95 rn X DRAWN BY: I CHECKED BY: W KH CS N 2 ESTABLISH PROPOSED)¢"0 CONNECTION U-BOLT (TYP.) t AND PROVIDE ® 1"0 CONDUIT FOR GENERATOR EMERGENCY- 0 at& WEATHERPROOF KIT SHUT-OFF SWITCH CONTROL WIRING of i • 3210 LAKE EMMA ROAD LAKao PROPOSED COAX E MARY,771-1398 FL 32746 PROPOSED COAXPIPE BONDING CLAMP (407) CABLES (PROVIDED BRIDGE POST (TYP. FOR EACH METALLIC CONDUIT) m W/ ANTENNA) - rr z CROWN CONCRETEI y CASTLE 1±� I I 4511 N. HIMES AVENUE #2 AWG SOLID BARE TINNED COPPER N SUITE 210 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW GROUND CONDUCTOR TO EQUIPMENT I f• 2 AWG SOLID BAR TAMPA, FL 33614 OF SOUTHERN SKY AND CANNOT HAVE ANY GROUND RING (TYP. FOR EACH L TINNED COPPER EQ yi BLOCKAGES EXCEEDING 25X OF THE SURFACE CONDUIT) GROUND RING PREPARED BY: AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. . " ,4 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO 1 _0 ENGINEERING RECEIVE CLEAR SIGNALS FROM A MINIMUM OF •y FOUR (4) SATELLITES. VERIFY WITH HANDHELD 2818 CYPRESS RIDGE BLVD. SURE i 110 GPS BEFORE FINAL LOCATION OF GPS ANTENNA. WE CHAPEL FL 33544 (813) 994-0365 00 GPS MOUNT DETAIL n EMERGENCY SWITCH MOUNTING DETAIL FL COA /31705 E.4 SCALEa N.T.S. E-4 SCALEI N.T.S. III!,,, \��III .� P�C•......Mq �% a ��� '•�ZCENJ'F'•.� �% � ' N * : No 72513 TRENCH REPLACE GEOFABRIC REQUI AND ..O •�� MATCH EXISTING SURFACE STONE AS REQUIRED WITHIN S ATE OF a � MATERIAL AND FINISH THE COMPOUND. O'•, ORID . 1. CONTRACTOR TO GRADE. / \ FINISHED GRADE %� ••• P•" TCS INSIDE COMPOUND. z o :=:=. I "1,1`r10,NjAL EN�• 2. SEPARATION DIMENSION TO BE \ _= UNDISTURBED SOIL JUNE Il��12O•I9 2 ERFiED WITH \ i, COMPACTED BACKFILL MARC NWER,PE o COMPANY 6" MI3 UTILITY WARNING TAPE FL PROFESSIONAL ENGINEER UC.#72513 REQUIREMEM5. tJ BACKFILL (SAND OR i v \ APPROPRIATE NATIVE SOIL) N \ \ \ \TELEPHONE CONDU POWER CONDUIT WHERE HEPARDS PARK IT WHERE APPLICABLE. APPLiCABSIZE ANOLE.TYPCOORDINATE FA #14639479 COORDINATE SIZE AND TYPE WITH LOCAL UTILITY LOCAL UTILITY CC Bu#816298 2" MIN. INSTALL PER UTILITY COMPANY REQUIREMENTS 38522 A AVENUE i ZEPHYRHILLS, FL 33542 SHEET DESCRIPTION z ELECTRICAL DETAILS z UTILITY TRENCH DETAIL vM E•4 SCALES N.T.S. SHEET NUMBER E-4 ILL REV DATE DESCRIPf10N A 10/23/1 PREUMMIARY CDs REV•A' ? 1 0 92 [3.6 SUED CD's REV] 0 2/13/19 ISSUED CD's REV "0 l ' 422 120 89 2 06/20/1 IS "' [16.6..] [4.7•] E [3.5"] J_- 80 [3.2"] 4 R2 R182] R441 M NONLATCHING DOOR LATCHING[R174] [44][44"] 7 (1 PLACE) (2 PLACES) 0 0 0 A 194 AIR FILTER 6 AIR /FUEL FUEL �� [7'6'] USA ENG PROJECT NO.: 1 2 1 80001-95 RESTRICTION INDICATOR SUPPLY RETUR 94 rn `\ [3.7'] LOW VOLTAGE CUSTOMER �, CONNEC11ON BOX ORAWN �: CHECKED ar: `V t PRIMARY CB CONNECTION 384 [30.6'] � � ' BOX OPENING B i STUB—UP PRIMARY HIGH VOLTAGE (EE NOTEN B) STUB-UGLAND PLATE (NOTE OTTEA6) FUEL LEVEL 3210 LAKE EMMA ROAD a �IFr : 1- LlS LAKE MARY, FL 32746 REA DETAIL FUEL FILL VIEW LOW VOLTAGE o FAX (407) 771-1398 STUB-UP AREA I:U t (NOTE 8) m � -- ------�/ J TOPCROWN SEE NOTE 16) CASTLE S1U&Up AREA DETAIL VIEW 43 [1.7'] 4511 N. HIMES AVENUE SUITE 210 AREA (NOTE 6 TAMPA, FL 33614 PREPARED BY: a ENGINE BLOCK(NOTE HEATER USA i 437 X s45 (W X H) 880 X 945 (W X H) 2407 [94'8'] (ENGINEERING 965 [38'] OVERALL LENGTH [17.2 X 37.2] [36.6 X 37.2] OVERALL TH AI DISCHARGE 2818 CYPRESS RIDGE BL WID BOLT—ON PANEL BOLT—ON PANEL R INTAKE TYP EACH SIDE ( 110 AND REAR (NOTE NOTES9 do 11 C 10) (813) 994-0365 FL COA #31705 CONTROL PANEL (NOTE 1) rn LOW VOLTAGE CUSTOMER \\\1111(1!/// CONNECTION BOX ♦♦ C, P: 1y41111 (NOTE 8) 1551 DISCHARGE � •.•� �E NJ'f:•�� MAIN LINE CIRCUIT [61.1'] BREAKER (MLCB) '' DUCT (NOTE 15) No 72513 2310 [91'] HIGH VOLTAGE a- OVERALL CONNECTION BOX HEIGHT (NOTES 4 R 7) -O� OF �•�� 1358 [53.5'] D RIB _ 1354 [53.3'] '//%N At.. x x\�♦• LOW VOLTAGE !! 1 11\ 1168 [46" 1 802 736 [29"] STUB-U 894 [35.2"] 190 JUN 16, 2019 TYP [31.6"] TANK HEIGHT 8 ngCE O CONNECTION BOX CAPAITY MARL MAIER�PE FL PROFESSIONAL ENGINEER UC.q 72513 3 LIFTING BRACKETS 017.45 [0.69"] 914 [36"] 0 T COOLANT 40 X 60 SL OUNTING HOLES I MOUNTING HOLES r-18 [ ] It) OVERFLOW $EPARDS PARK w 11.58' X 2.36'7 (8 PLACES) Ih--950 [37.4']-yl 76.2 [3'] OIL DRAIN Q (4 PLACES) L57O TANK WIDTH FA#14639479 a 430 [TIP"] 110 (SHOWN WITH DOORS REMOVED) FUEL (F NPT) I . SEPARATOR OIL FILTER CC BU#8162" o [16.9] 1268 -[4GRAV REAR VIEW BATTERY 38522 A AVENUE TYP OF GRAVITY (IN BOX) ZEPHYRHILLS, FL 33542 2692 [tos"] TANK LENGTH SHEET DESCRIPTION LEFT SIDE�� INSTALL SD030 GENERATOR DIESEL 2.4L 616 DETAILS Q GENERATOR DETAILS L2A Y02 SSM E�5 SCALE e N.T.H. SHEET NUMBER 190 GAL EXT VNT/FILL DEQ TANK E-5 REV DATE DESCRIPTION A 10/23/1 PRELIMINARY CDs REV'A' KEY NOTES 0 2/13/19 ISSUED CD's REV '0' 1 06/20/1 0 CD's REV'I'O PROVIDE A #2 AWG SOLID BARE TINNED COPPER GROUND RING AROUND THE ISSUED Z SHELTER. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE BURIED A MINIMUM 2 V W OF 18 BELOW GRADE THE GROUND RING SHALL BE INSTALLED 2'—O' AWAY 3 FROM FOUNDATIONS (MINIMUM UNLESS SHOWN OTHERWISE ON DRAWINGS). WHERE 4 REQUIRED DUE TO SOLID CONDITIONS AND THE PRESENCE OF ROCK, THE 5 ROUTING OF THE GROUND RING MAY BE ADJUSTED. ALL BONDS TO THE BURIED 6 15 1 GROUND RING SHALL BE WITH EXOTHERMIC WELDS. 7 PROVIDE A #2 AWG SOLID WIRE FROM SHELTER GROUND RING TO EXISTING - I TOWER GROUND RING. USA EPIC PROJECT NO.: 12180001-95 1 80001-95 ilf O3 BOND REBAR IN CONCRETE FOR PAD TO THE BURIED GROUND RING. �. 21800CHECKED BY. rn EXOTHERMICALL WELD A 2 AWG SOLID BARE CONDUCTOR TO DRAWN THE REBAR (AT YTHE END#OF THE REBAR) AND CONNECT THE BURIED GROUND KH CS N I RING. IIi r PROVIDE A 6' DIAMETER PVC INSPECTION SLEEVE WITH REMOVABLE COVER WHERE SHOWN FOR ALL PRIMARY CONNECTIONS TO BURIED GROUND RING. SEE GROUND - ROD INSPECTION WELL DETAIL, FOR GROUND I NOTE INSPECTION SLEEVE CAN BE USED AS A TEST WELL FOR GROUND WATER rn II I 7 I 1 15 LEVEL INSPECTION AND GROUND RESISTANCE TESTING. 3210 LAKE EMMA ROAD � (I LAKE MARY, FL 32746 O I INSTALL GROUNDING CONDUCTOR(S) FROM THE BURIED GROUND RING FOR FAX (407) 771-1398 CONNECTION TO THE GROUND BAR AT THE BOTTOM OF THE TOWER. VERIFY I �1' EXACT LOCATION OF GROUNDING BAR AND PROPER CONDUCTOR LENGTH. Z I I I EXOTHERMICALLY WELD (2) #2 AWG SOLID BARE TINNED COPPER GROUNDING CONDUCTOR (LENGTH AS REQUIRED) TO THE GROUND BAR. GROUNDING C ROWN 5 6 • . I I 10 RROOUTING THE CONDUNDUCTORS MUSTC TORS TORS IN HELD AFLEXI�PVC TOWER BY USING COORDINATE°LoOCCATO y CASTLE m WITH MANAGER. SEE TOWER GROUNDING. 4511 N. HIKES AVENUE rn� (TYPICAL) SUITE 210 I O6 INSTALL 5/8' x 8'-O' LONG COPPERCLAD STEEL GROUND RODS. SPACING TAMPA FL 33614 rn BETWEEN RODS NOT TO EXCEED 16'-O' (NON-LINEAR). TYPICAL FOR ALL GROUND RODS SHOWN, UNLESS NOTED OTHERWISE SEE GROUND ROD DETAIL y� II GROUND ROD MAY BE INSTALLED WITH A MAXIMUM VARIATION OF 30 DEGREES PREPARED BY: FROM VERTICAL IF ROCK IS ENCOUNTERED AND CONTRACTOR SHALL BE I ( I I PREPARED TO CORE DRILL TO INSTALL GROUND RODS MID BACKFILL WITH USA rr I I 3 GROUND ENHANCEMENT MATERIAL •(ENGINEERING I I •I O7 COIL 10'-O'SECTIONS OF #2 AWG SOLI) WIRE FOR FUTURE AT&T EQUIPMENT. 2818 CYPRESS RIDGE B.VD. SUITE 110 I I O NOT USED. WESLEY CHAPEL. FL 33544 I r... (81394-0365 3 11 9 BOND COAX BRIDGE POSTS TO BURIED GROUND RING #31705 m O WELD A #2 AWG SOLID BARE TINNED COPPER CONDUCTOR TO THE EXOTHERMICALLY Y WAVEGUIDE • POST AT 12' ABOVE GRADE AND CONNECT TO THE BURIED GROUND 13 14 RING. PROVIDE CONDUCTOR LENGTH AS REQUIRED TO MAKE CONNECTION. \\\\1111111/// / ©O BOND EQUIPMENT TO BURIED GROUND RING, EXOTHERMICALLY WELD A #4/0 AWG �\ t P . jlJ9� 2 SOLID BARE TINNED COPPER CONDUCTOR. (TYP) � • ��i 4 5 6 (TYPICAL) \ \ \ 11 PROVIDE (2) #2 AWG SOLID BARE TINNED COPPER CONDUCTORS BETWEEN ENTRY 'k"-'\ C E N ) -\ 9 PORT GROUND BAR AND BURIED GROUND RING. SEE DETAIL * No 72513 •'• s \ 5 Q NOT USED. a l2J \ - OBOND SHELTER GROUNDING SYSTEM (LEADS PROVIDED BY SHELTER O MANUFACTURER) TO SHELTER BURIED GROUND RING. �p ATE OF 10 ® PROVIDE #2 AWG SOLID BARE TINNED COPPER CONDUCTORS BETWEEN SHELTER �i ••. ORI��:'• I I MOUNTING PLATE AND BURIED GROUND RING. (TYP. OF 4) •,�irJ'��N A L E�\ \`• SYSTEM GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS. A THREE POINT //// I IAA\\ a I ( \ T&T SPECIFICATION SYSTEM RESISTANCE TEST SHALL BE FORMED BY THE CONTRACTOR IN JUN �4, 2019 ACCORDANCE WITH A A. PERFORM THREE TESTS AT EACH SITE MARC MAIER,PE CONTRACTOR SHALL PROVIDE A WRITTEN REPORT CONSISTING OF THE FL PROFESSIONAL ENGINEER UC.#72513 {fI 3 B. FOLLOWING: SITE NAME, ADDRESS AND IDENTIFICATION N NUMBER, DESCRIPTION 2 OF SITE SOIL AND MOISTURE CONDITION, DESCRIPTION OF WEATHER, MODEL EXISTING TOWER GROUND RING NUMBER OF TESTING EQUIPMENT. DATE OF LAST CALIBRATION, SITE SKETCH NSHOWING LOCATION OF TEST PROBES, AND ALL FIELD DATE COLLECTED HEPARDS PARK (READINGS, RANGE, TEST, MILLAMPS, ETC.). FA #14639479 a. C.C CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER THERE ARE CC BU#8162 ANY " i a IF 7v DIFFICULTIES PERFORMING SYSTEM RESISTANCE TESTS OR IF MEASUREMENTS ARE ABOVE 5 OHMS. THE CONSTRUCTION MANAGER SHALL PROVIDE 38522 A AVENUE INSTRUCTIONS TO THE CONTRACTOR TO INSTALL ADDITIONAL GROUNDING MEASURES TO MEET THE 5 OHM REQUIREMENT. ZEPHYRHILLS, FL 33542 SHEET DESCRIPTION GRAPHIC SCALE GROUNDING PLAN CALL FLORIDA 811 THE CONTRACTOR MUST FIELD VERIFY ONE CALL-DIAL 811 0 2.5 5 10 ALL MEASUREMENTS AND FIELD CALL 3 WORKING DAYS , GROUNDING PLAN COMMENCEMENT OF CONS°TRUUCTION. SHEET NUMBER BEFORE YOU DIG t- SCALE:r=IF 1-800-638-409ON„SCALE BASED -x1 oNl,► GR-1 TIN TrE61 TINNED GROUND BAR SUPPLIED AND REV DATE DESCRIPTION INSTALLED BY CONTRACTOR. HARGER MODEL# A 10/23/1 PRELN#NARY CDs REV"A" 1111 TGBB14420P (OR EQUAL), 1 PER SECTOR. 0 2/13/19 ISSUED CD's REV"0" 20" 1 06/20/1 ISSUED CD's REV"1" 2 3 O 000000 00 0000O 6 OOOOOOO 00 OOOO 7 N USA ENG PROJECT NO.: 12180001-95 ati DRAWN BY: CHECKED BY: TWO HOLE LONG BARREL #2 TINNED KH CS COMPRESSION LUG (TYP) SOLID COPPER GROUND WIRE. EXPOSED COPPER KEPT TO ABSOL UTE UTE N. NO CLIENT APPROVED COAX f INSULATION ALLOWED WITHIN THE at&t TO ANTENNA COAX GROUND WIRE KIT (TYP) 3/8.0 x 5/8" COMPRESSION TERMINAL (TYP). ao (QUANTITY MAY VARY) STAINLESS STEEL TWO HOLE LONG BARREL 3210 LAKE EMMA ROAD BOLT (TYP). LAKE MARY, FL 32746 COMPRESSION LUG SHOWN AS BACK TO BACK CONNECTION. FAX (407) 771-1398 1. "DOUBLING UP" OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. c' 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. DRAGON TOOTH TYP DRAGON TOOTH WASHER ( ). z 3. CONTRACTOR TO INSTALL WITHIN 12" OF THE END OF COAX TO COAX JUMPER CONNECTION. WASHER (TYP). CROWN 4. GROUND TMA USING A 6 SOLID TINNED CU WIRE I 00 5. GROUND BAR SHALL NOT BE ISOLATED FROM THE TO ER. MOUNT DIRECTN PLATED LONG Y BARREL TOWER STEEL COMPRESSION LUG. CASTLE EXOTHERMIC WELD TO GROUND RING 4511 N. HIMES AVENUE SUITE 10 ANTENNA GROUND BAR DETAIL z TYPICAL GROUND BAR CONNECTION DETAIL TAMPA, ft SCALE:N.T.S. SCALE.N.T.S. PREPARED BY: USA 1 a GIENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL, FL 33544 o NEWTON INSTRUMENT COMPANY, INC. (813) 994-0365 BLITHER, N.C. FL COA /31705 NO. REQ. PART NO. DESCRIPTION rn ® 1 1/4"x4"x30" SOLID GND. BAR rn 2 EACH GROUND CONDUCTOR TERMINATING ON ANYGROUND BAR SHALL HAVE \\1L1 III 1►,l M ® 2 A-6056 WALL MTG. BRKT. AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS \\\ r II ) 2 3061-4 INSULATORS INTERIOR �\ (�\i P ' 9�� ORIGIN AND DESTINATION. GRO =I ® 4 3012-1 5/8"-11x1"H.H.C.S. 0 3 RING.UND `�`•,•�1C E NfF•,.'P�� sCIION 'P' - SURGE PRODUCERS 000000 NO 725134 3015-8 5/8 LOCKWASHER ! , N /1 CABLE ENTRY PORTS (HATCHPLATES) (#2) :• OO I COMMERCIAL PO TELCO WER GROUND UBLL CO OWER CUMMON NEUTRAL/GROUND BOND (#2) CRIMP 4" CELL SITE +24V POWER SUPPLY RETURN BAR 2 CONNECTION CELL SITE -48V POWER SUPPLY RETURN BAR (p2) O O O O O O 'O • TE OF L GENERATOR FRAMEWORK (IF AVAILABLE) (#2) GENERATOR FRAMES 0 0 0 0 0 0 °�F• •• \ ••,�ORID,. INTERIOR SECTION "A" UPP SURGE ABSORBERS ��f fIQ •��� ``` 000000 NA�I\, A INTERIOR GROUND RING # JUN �è 2019 a Q 13" EXTERNAL EARTH GROUN ELD (BURIED GROUND RING) (#2) 5 METALLIC COLD WATER PIPE IF AVAILABLE) (#2) 2 BUILDING STEEL (IF AVAlLAB ) (#2) MARL MAZER,PE SECTION "I" — ISOLATED GROUND ZONE IFL PROFESSIONAL ENGINEER UC.#72513 o P ALL CELL SITE COMMUNICATIONS EQUIPMENT FRAMES. Y 4' EXOTHERMIC WELD HATCHPLATE 1 DETAIL NOTES: 0 A H ri EPARDS PARK �✓ "P" I j W 13" EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO FA#14639479 3 GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE _ CC BU# 16298 PARALLEL EXOTHERMIC WELD. MOUNT CELL REFERENCE 1/4 I\ ENSTALLERSHALLUSEPERMANENTMARKERT0DRAW THELNESBETWEEN GROUND BAR (CRGB) 38522 A AVENUE lI THE EACH SECTION("P","n, 5WITH?HIGH LETTERS BELOW HATCHPLATE ZEPHYRHILLS, FL 33542 AND ALIGN "P" SECTION TO BURIED SHEET DESCRIPTION WITH EDGE OF HATCHPLATE. GROUND z (CAN BE MIRRORED) RING (BGR). GROUNDING 1 z DETAILS I a 3 GROUND BAR DETAIL SHEET _ e GROUND BAR INSTALLATION DETAIL NUMBER R SCALES N.T.S. R SCALE:N.T.S. G R-2 REV DATE DESCRIPTION A 10/23/1. PRELMRNARY CDs REV •A• 0 2/13/19 ISSUED CD's REV"0' 1 06/20/1 ISSUED CD's REV"1• 0 2 4 0 S PROPOSED AT&T RRH 6 (12 TOTAL) 7 N N 00 USA END PROJECT NO.: 12180001-95 DRAWN BY: I CHECKED BY: 0 PROPOSED RAYCAP FIBER KH CS $ AND DC DISTRIBUTION UNIT PROPOSED LTE PANEL ANTENNA (3 TOTAL) (10 TOTAL) • at&t 3210 LAKE EMMA ROAD NQff�: LAKE MARY, FL 32746 FAX (407) 771-1398 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. z 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO CROWN BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE CASTLE SHIELD TO "P" SECTION OF CRG8 WITHIN SHELTER. 4511 N. HIMES AVENUE #2 AWG SOLID SUITE 210 0' COPPER IN NMLT TAMPA, FL 33614 / (NON-METALLIC LIQUID Ni / TIGHT) OR JACKETED PROPOSED PREPARED BY: TINNED CORP KEYNOTE LEGEND: GPS ANTENNA 1. SECTOR GROUND / 2. COLLECTOR GROUND BAR. }USA 3. NEW ANTEP*4A. (ENGINEERING #2 AWG SOLID COPPER IN NMLT 4. SINGLE PAIR FIBER & DC POWER. 2818 CYPRESS RIDGE BLVD. 5. JUMPER CABLE, 1/2" (TYP). SurrE 110 / 6. PIPE MOUNT. WESLEY 3) 994-0365 33544 o NON—METALLIC LIQUID TIGHT) OR 7. P POWER k FIBER TO RAYCAP UNIT. Y1CHAPELFL JACKETED TINNED COPPER / / B. REMOTE RADIO HEAD (RRH) (IF APPLICABLE). FL COA }31705 °o / • 9. DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE). 10. FILTER (IF APPLICABLE) I cC / PROPOSED COAX \1111J1►7 COPPERW N NMLT BRIDGE POST 8 8 � ' P ' M''�/�� (NON—METALLIC LIQUID � c TIGHT) OR JACKETED PROPOSED GROUND BAR ; � ,•�LCENfF;•, �% TINNED COPPER * No 72513 (TYP. PER SECTOR) ~'�:; 10 #2 AWG SOLID 5 COPPER IN NMLT ATE OF ( TIGHT) OR JACKETED / 3 �� •F� .••�� 12 SOLID COPPER TINNED IN NMLT <y (NON-METALLIC LIQUID-TEHTj(TYP) 0 RID w TINNED COPPER12 SOU)COPPER - i�Ff •• �� `� ' °NAL E '�• '6 PROPOSED GROUND BAR TWO JUN J 2019 C COAX ENTRY PORT (NON-AETN1K ! o •;.a• UQl30-TIGHT)(1w) i MARC MAIER,PE 2 #2 AWG SOLID FL PROFESSIONAL ENGINEER UC.ati 72513 COPPER IN NMLT 7 i (NON—METALLIC LIQUID TO SHELTER TIGHT) OR JACKETED GROUND RING 2 #2 SOLID COPPER TINNED IN TILT HEPARDS PARK C.) TINNED COPPER (NON-UETAuI uQIJID- (1W) FA#14639479 1 a CCB* #8162" GROUNDING DETAIL 38522 A AVENUE $CALE N.T.S. 1. UTILIZE IXISTING AT&T GROUND BARS AND GROUNDING. ZEPHYRHILLS, FL 33542 i 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. SHEET DESCRIPTION z ROUN INz 2 ANTENNA GROUNDING SCHEMATIC G DETADS G Li SCALES N.T.S. SHEET NUMBER N GR-3 REV DATE DESCRIPTION A 10/23/1 PRELIMINARY CDs REV"A' 0 2/13/19 ISSUED CD's REV"0" EXTERIOR GROUND 1 06/20/1 ISSUED CD's REV "1" COAX TO RING, /2 SOLID, 2 BARE, THINNED ANTENNA. COPPER GROUNDING DEFORMITIES ALLOWED 3 CONDUCTOR 4 WEATHERPROOFING EXOTHERMIC WELD 5 A KIT. n (THERMOWEID 6 a OR EQUIVALENT) 7 PARALLEL, NO COAX GROUNDING T-WELDS ALLOWED. .N- CLAMP KIT. USA ENG PROJECT NO.: 12180001-95 rn o • DRAWN BY: CHECKED BY:0 KH CS MINIMUM BENDING RADIUS � 45 DEGREES, TYPICAL at&t &t. JUMPER, 12 SOLID, BARE, TINNED CT COPPER GROUNDING CONDUCTOR 3210 LAKE EMMA ROAD #2 AWG GREEN INSULATED LAKE MARY, FL 32746 STRANDED TINNED COPPER GROUND CONDUCTOR. FAX (407) 771-1398 m GROUND WIRE TO GROUND BAR. CROWN rn COAX TO EQUIPMENT. CASTLE 4511 N. HIMES AVENUE n SUITE 210 WELD CONNECTION DETAIL TAMPSt4 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND IN CABLE. R sC*iE N.T.S.Ni 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. PREPARED BY: s 3. 2-1/2" MAX FOR TX/RX ANTENNA CABLES. USA 4. 1-1/4` MAX FOR GIPS ANTENNA CABLES. ENGINEERING 2818 CYPRESS RIDGE BLVD. 5. INSTALL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. SUITE 110 WESLEY CHAPEL, FL 33544 REMOVABLE TEST (8 113) 994-0365 co COA 31705 COAX CABLE GROUND DETAIL WELL COVER SCALE:N.T.S. FINISH GRADE (SEE NOTE 1) rn #2 SOUD COPPER GROUNDING ELECTRODE `\`�\11 P CONDUCTOR LOOP �� 91C...... Mq f��i " Z •'• / ,• 10EI 6PVC \_ fF,.• CONNECTION EXOTHERMIC co GROUND CABLE * No 72513 •• a 1"x4 SLOT IN PVC PIPE AT GROUND �O .• $ jr a CABLE LOCATION io •• CONDUCTOR CABLE O�• •. U ••��z i CONNECTOR HARGER ', t • `,(� ♦ � J PARTS 212T (OR EQUAL) / S�i \ 3" COMPACTED JUN'I12019 COPPERCLAD STEEL MARC MAZER,PE GROUND ROD FL PROFESSIONAL ENGINEER UC.#72513 W x 8' (TYP) I V HEPARDS PARK 1. CONTRACTOR SHALL PROVIDE PRE-CAST CONCRETE INSPECTION WELL WITH CAST FA #14639479 o IRON TRAFFIC RATED LID WHEN WELL WILL BU#0I6Z98 a BE IN AN AREA WHERE THEY CAN BE DAMAGED 38522 A AV 2. ALL WORK SHALL CONFORM TO THE LOCAL ZEPHYRHILLS, FL 33542 BUILDING CODES. DEPTH MAY VARY. CONDUCTOR CABLE SWET DESCRIPTION 3 CONNECTOR ISOMETRIC 4 GROUND ROD INSPECTION WELL DETAIL GROUNDING Z R sCALE:N.T.S. SCALE:N.T.S. DETAILS W SHEET NUMBER GR-4