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HomeMy Public PortalAbout09-0433 American Tower CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-5-2009 PERMIT#: 090433 WORK DESCRIPTION COMPOUND EXPANSION WORK LOCATION 78 VAN HORN OWNER NAME AMERICAN TOWER ADDRESS 900 CIRCLE 75 PARKWAY STE 300 CITY,ST,ZIP ATLANTA GA 30339 PHONE NUMBER 770-308-2298 CONTRACTOR NAME GIBSON TECHNICAL SERVICES INC ADDRESS 230 MOUNTAIN BROOK CT CITY STATE ZIP CANTON GA 30115 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $939.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $49,885.00 TOTAL BALANCE DUE: $939.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. i Signature of Building Inspector or Authorized Agent: A. _�,O t P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org PF A O ' acn �y� CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 10/28/2009 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 090433 PROPOSED USE: COMPOUND EXPANSION—CELL TOWER SITE OCCUPANCY TYPE: P CONTACT NAME AMERICAN TOWER CONTACT ADDRESS 900 CIRCLE 75 PARKWAY STE 300 CONTACT CITY STATE ZIP ATLANTA GA 30339 PROPERTY ADDRESS 78 VAN HORN APPROVED BY: �� V P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org T}{ Result Report P 1 12/01/2009 15:27 Serial No. CM35228060004 TC: 130433 Destination Start Time Time Prints Result Note _ 17703451676 12-01 15:268 00:00:41 8g002/002 OK gg Note MIX: M1xeed Original_TX11CALL:CManual TX�aCSRCZeCSRC, FWD:FForward, PC: PC-Fax. RLV: Relayy1e MBX dConfdidentDirection.i , : Bulletin. SIP:rSIPnFax.FIPADR:FIPeAddress Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, BUSY: BUSY, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. '''' City of Tybee Islarucl COMMUNITY DEVELOPMENT Y.O-Box 2749-403 Butler Aveuue,'Iybee Islamic,Georgia 31328-2749 (Apt (912)786-4573-FAX(912) 786-9539 � .�5• www-eity irtybee.org FAX TRANSMITTAL SHEET Dczte: ` Z-( - c-? 9 Number of Pages Including Cover Sheet: Z � orto� To: �� Ir,.-. 1�Q 17a.,_ s Pc,.4 - 4 32- o5'f) Company Name_ Fax Number: ( 1 'i (7) 3,4 S'- I (Q _] (r, From: Dianne K_ Otto Title: Zoning Specialist Phone Number: (912) 786-4573 extension 136 Comments: 0 -0 . -Yc r- `1 g \a r 0.,--,--, EEmIS oz �,46 City of Tybee Island ' COMMUNITY DEVELOPMENT ern' P.O.Box 2749—403 Butler Avenue,Tybee Island, Georgia 31328-2749 (912) 786-4573—FAX(912) 786-9539 404,''urEDOCroa�R`` www.cityoftybee.org FAX TRANSMITTAL SHEET Date: 12-- ( q Number of Pages Including Cover Sheet: 2 To: 'To r --Pct.J 'Da kl: S r 1.fl 4 - q 3 2- ©s rl Company Name: Fax Number: (. 9 r 3'4 lc() 1 Co From: Dianne K. Otto Title: Zoning Specialist Phone Number: (912) 786-4573 extension 136 Comments: @ . O . r O VateA fl r n CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 10/28/2009 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 090433 PROPOSED USE: COMPOUND EXPANSION—CELL TOWER SITE OCCUPANCY TYPE: P CONTACT NAME AMERICAN TOWER CONTACT ADDRESS 900 CIRCLE 75 PARKWAY STE 300 CONTACT CITY STATE ZIP ATLANTA GA 30339 PROPERTY ADDRESS 78 VAN HORN APPROVED BY: �`� / , 1 P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org TX Result Report P 11/12/2009 09:49 Serial No. CM35228060004 Tn: 126688 Destination Start Time Time Prints Result Note Georgia Power gg11-12 09:48 00:01:03 001/001 OK gg Note MIX:: Mixed e-SidedaBindingADirection, Tx,: Specialsorigi�nal,Forward.: F-Code, RTX: Re-TX. RLY: Relay. MBX: Confidential. BUL: Bulletin, SIP: SIP Fax. IPADR. IP Address Fax. i-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAIJ ELECTRIC_ FAX TO: Lyna Brennaa_ - 7 Phone 912 a oS -2 Ge.'-(Se 9 9- 'a 3 3 0,1-.-6.1 3 - z O te2r tt Location Address_ ! S VA-r% 44e4-r_ - a W cl- Lot# Release Date: Lo-Z8 09 Type of Release: Temporary 'Penman n v��- tt �tp Subd Name: Electrician: :b5 o r. � . jG V�«S Electrician Phone Number(7O(o)q49- t Owaer/Builder: A .- car` I o. .'cs- Phone Number: C4%2)q 99-579 a +7 1 ttsF - i= 'q/rZ�j o1E 1r��sal p ( - :pt G Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: -Owner/Suilder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number-_ Owner/B• ilder: Phone Number: TX Result Report P 10/28/2009 10:57 Serial No. CM35228060004 TC: 122125 Destination Start Time Time Prints Result Note Georgia Power gg10-28 10:56 00:00:47 001/001 OK gg Note UM; Double-SidedaBindingA Direction, 5p: SpecialSoori9FIXEL FCODE1,F-code, RTX: Re-TX, RLY: Relay MBX: Confidential, BUL: Bulletin, SIP: SIP Fax, IPADR: IP Address Fax, I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC_FAX TO: Lynn Brennan 9-3=2=944=3:5,37 Phone 912 3 a 4.0-Z 4 44 ye vd-2�oS Ce 44 sue- z' - S d 7-0� 3 s e-� ,/ Location Address: l g 17 0.r i-fora- - 4-e1.0 c r Lot# Release Date: LC)-28-49 Type of Release``: Temporary -Pex ma�inent' o._. Subd Name: Electrician: �.ip 5 o r+ •se.,-i, S Electrician Phone Nusnber(17O o)449-Go& t Owner/Builder: A 1: Qr, I o..w)C3 Pbone Number: C47Z1)9'-g4 ,JED Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder_ Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwrierBuilder: Phone Number: tt RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-1;2=944z35-37 Phone 912= 3042- 262 gco 3o -2o S- 0o.-Mty 308- 2 toes '9'0433 Location Address: I g Van 14o,/'n - ow(.7' Lot# Release Date: 10-2E-o Type of Release: Temporary /Permanent Subd Name: T Electrician: n a,�05O n -reel .Ste V;c.e$ Electrician Phone Number 70(Q) 499- Owner/Builder: Avv„: ,.a, Phone Number: 072)4999-99 00 - uo►o o�y6LVc j sr* - t - j r o1 Stvl ?IS ( ?Un9rz A-S 01 II 114 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: ] . . . 1"44 City of Tybee Island • Community Development Dept. ....:',...■ ::.!:,% Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ,.. . t..,..,.,,. Phone 912.7361573 ext. 114 • Fax 912.786.9539 Permit No. (D9 - r.--)i-t --'. 3 Date Requested 1 0 ' 2 F- 09 ......_-, Owner's Name ir,ei, co v-) 1 :.)L.A-itr Date Needed , 0 - ,e o c? Gen. Contractor s'•pr-0', 4. e5 Subcontractor „. Contact Information t_..)4 a o- ' 7 0 (0 - Li-c? 9 962_Project Address 11 S' ri 14 ..)r rl 1 . . — n l Scope of Work r.,4■7 n s p e c to r Date of Inspection . ( -, r• ________. Inspectiono a k P„ , eC , Pass rEj IfFill Fee _ ( n._,S2S c S K e. _._ Inspection Pass 0 Fail 0 Fee . I Inspection Pass 0 Fail 0 Fee Inspection. Pass 0 Fail 0 Fee .— -- -- ----- --- -- -- -- -- ._ ( City dif Tybee Island - Community Development Inspection Report 403 Butler Ave. - P O Box 2749 - Tybee Island, GA 31328 ° Phone 912.786.4573 ext. 114 - Fax 912.786.9539 09=W2 Permit No. Date Requested 7_2 - 0 5'- Owner's Name azr, c a 0AJC...)-- Date Needed 0 -2- 3 - o9 • , . r Gen. Contractor , e Subcontractor Contact Information c 0 ko Project Address g r\ r Scope of Work 4JfY c Inspector Date of Inspection .•••••°'" Inspection I "."-1 ) Pass Fad 'ee Inspection Pass r3 Fad Fee Inspection Pass Fail Fee Inspection Pass Fail Fee ■ "2 - CITY OF TYBEE ISLAND BUILDING PERMIT ADDED VALUE DATE ISSUED: 10/13/09 PERMIT#: 090433 WORK DESCRIPTION COMPOUND EXPANSION WORK LOCATION 78 VAN HORN OWNER NAME AMERICAN TOWER ADDRESS 900 CIRCLE 75 PARKWAY STE 300 CITY,ST,ZIP ATLANTA GA 30339 PHONE NUMBER 770-308-2298 CONTRACTOR NAME GIBSON TECHNICAL SERVICES INC ADDRESS 230 MOUNTAIN BROOK CT CITY STATE ZIP CANTON GA 30115 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $1,015.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $59,385.00 ADDED$9,500 VALUE FOR FENCING TOTAL BALANCE DUE: $ 76.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT \UiI 09-o L33 Location: rn Van 11114 I �GE�S/R� 3/3ag PIN # 4-00,a/-OS-aoa 1 i NAME ADDRESS TELEPHONE y 'I -7y go3-B c,cfler doe 4ue. Owner , 5/444, —rt./b ee. ..VS/a ld �4 313as 912- 786-4SZ3 Architect • $,y 0.5* preeda r f Acv y #/3S A Mere CQ ouJei 7SO 3 qua-Y9f- 8900 or Engineer � l �rv��,�� Building Contractor ' �'. (Check all that apply) I I Repair 1 1 Residential n Footprint Changes ❑ Renovation ❑ Single Family . 1 Discovery n Minor Addition 11 Duplex 1 1 Demolition I 1 Substantial Addition 1 I Multi-Family J Other CD/%Ca7'11T�'t Di 1 1 Commercial a5`finj C, j/-fa-1)eer- / Details of Project: :ay s . —r.,--7---..5 / ,LeS 'a" (4,5- • - 1Sy�/l cc)et 0 _ acid � ` 7 ' � c iced ;4'A o /o 4, LflA}c pan siopt. 6 �,n Estimated Cost of Construction: $ '`■,' �,..��)f q �g5 _F -' spy Arie. .T ,.ar Construction Type (p (Enter . •ropriate number) 5 yi 3F (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel&Masonry C o j/oec i?7 - VI(...-. (3) Brick Veneer J1-1451/(1) 6,'" Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: } #Units u/4 #Bedrooms ,.J/A- #Bathrooms N A. Lot Area V- Living space (total sq. ft.) /U/k # Off-street parking spaces 1 n/ Trees located & listed on site plan (,c.7ai(/ (C�( fi i,7"(Q^ - Access: ✓ 5u- 4� C:G�-1 ec Driveway ✓ (ft.) With culvert? With swale? Setbacks: Front ✓ Rear ✓ Sides (L) v (R) v # Stories /i 1 c Height jitik Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through ( (�D • On-site waste and debris containers will be provided by T'1 Construction debris will be disposed by 1 fl by means of J. I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: /0 9 Signature ofApplica t: L . 1 //� I P� -r 1 •; Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: `ignature Date FEES Zoning Administrator !A V cliacjBbg Permit a(01-/- Code Enforcement Officer Inspections /s� Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections _ Aid to Const. City Manager TOTAL DEPT Cf REISCURCES i ._-t. GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and • Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. 1 OP/.P aL04.//4 , ,, ' 7"t 7- 0 7 ,1 ersigned / D e - , ,I:?5204. 121D i1/15, Printed Name i At,, 4caK. (...0e-r A eS i ■ ,-1-4-r Office Use Only: Project Address: Permit Number: I - REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: T„-T Project I.D.: r VQn/ Y 7"� Attachments approved by: Date: A AMERICAN TOWER C O R P O R A T I O N rna. ,si August 18, 2009 Dianne Otto City of Tybee Island 403 Butler Avenue Tybee Island, GA 31328 Re: Application for Building Permit AT&T Collocation to Existing Tower 78 Van Horn, Tybee Island Dear Dianne: Per your email regarding submittal documentation for the above-referenced application, enclosed please find the following: • Application for Building Permit (with contractors to be determined) • (1) 24 x 30 Survey; (1) 11 x 17 survey • (2) sets of Drainage Calculations (24 x 30) with the Approval Sheet attached • (2) sets of Construction Plans Please see the "Tree Survey Note" on the C-1 page of the construction drawings. The survey was waived by the City of Tybee Island since there will be no disturbance of vegetation. Please let me know if you have any questions or need any additional information. Thank you for all of your information and assistance. Sincerely ///1/ J. Poor, P j a Manager, J American Tower Corp., Agent for AT&T 770-308-2298 900 Circle 75 Parkway,Suite 300 • Atlanta,GA 30339 • 770.953.9400 Office • 770.952.4999 Fax • www.americantower.com AMERICAN TOWER® C O R P O R A T I O N RECEIVED 10.2-o 9 October 1, 2009 Dianne Otto City of Tybee Island 403 Butler Avenue Tybee Island, GA 31328 Re: AT&T Building Permit for Collocation on Existing Tower 78 Van Horn, Tybee Island Dear Dianne: Per the enclosed email from you, enclosed please find two checks, both payable to the City of Tybee Island totaling $859 (I am also enclosing cash in the sum of$1.00)to bring the total required for AT&T to $860.00 It is my understanding that K&S has paid their portion via credit card. Total Tower needs to be removed from the Permit list. I misunderstood their contribution to the project—they are only putting in the vinyl slates in the new fencing. Please prepare the Building Permit and let me know when it is ready to be picked up. Thanks for all of your assistance on this project. If you have any questions or concerns,please let me know. Sin n& y, V7/1///117-/ 'gy Poor 770-308-2298 Peggy.poor@americantower.com 900 Circle 75 Parkway,Suite 300 • Atlanta,GA 30339 • 770.9519400 Office • 770.952.4999 Fax • www.americantower.com THIRD AMENDMENT TO GROUND LEASE AGREEMENT THIS THIRD AMENDMENT TO GROUND LEASE AGREEMENT ("Third Amendment") is entered into as of the day of , 2009("Effective Date"), by and between The City of Tybee Island, a municipal corporation of the state of Georgia (hereinafter referred to as "Landlord") and Spectrasite Communications, LLC, a Delaware limited liability company, (hereinafter referred to as"Tenant"). WITNESSETH: A. Landlord is the owner of that certain parcel of land (the "Property") located in the County of Chatham, State of Georgia, and Landlord, and Nextel South Corp., predecessor in interest to Tenant, entered into that certain Ground Lease Agreement dated December 11, 1997, (the "Agreement") as amended by that certain First Amendment to Ground Lease Agreement, by and between Landlord and Tower Asset Sub, LLC, predecessor in interest to Tenant, dated August 24, 2006, (the "First Amendment"), as amended by that certain Lease Amendment, by and between Landlord and Tenant, dated December 21, 2007 (the "Second Amendment") (collectively, the "Lease"), whereby the Tenant leases a portion of the Property ("Premises"), together with any easements for ingress and egress and the installation and maintenance of utilities, all as set forth in the Lease (hereinafter collectively the "Site"). The Property and Premises/Site are depicted in Exhibit A attached hereto. B. Landlord and Tenant desire to amend the terms of the Lease as provided herein. NOW, THEREFORE, in consideration of the mutual covenants set forth herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: 1. Compound Expansion. a. Effective as of the Commencement Date (as defined below), Landlord hereby leases to Tenant an additional 480 square feet of land ("Additional Area") contiguous to the Premises as designated on Exhibit B. Upon the Commencement Date, the Additional Area is hereby included in the Premises under the Lease. Exhibit B may be replaced by Tenant with a survey depicting the actual legal description of the Premises and/or the Site. b. Landlord hereby grants to Tenant, its officers, agents, employees and independent contractors the right and privilege to enter upon the Property, Site, and/or the Additional Area at any time after the date of this Amendment,to perform or cause to be performed test borings of the soil, environmental audits, sampling, and/or tests, engineering studies and to conduct a survey of the Property and/or the Site and the Additional Area. Landlord will provide Tenant with any necessary keys or access codes to the Property if needed for ingress and egress. Landlord will not unreasonably interfere with Tenant's use of the Property in conducting these activities. c. The "Commencement Date" shall be the earlier of: (i)the date Tenant notifies Landlord in writing that Tenant elects to commence leasing the Additional Area; or (ii) the Rent Commencement Date, as defined below. d. The "Rent Commencement Date" is the earlier of: (i)the date that Tenant issues a written `Notice To Proceed' to one of its actual or prospective licensees or subtenants Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 ("Customer") for the purpose of commencing the Customer's installation of equipment on all or a portion the Additional Area; or (ii) if no written Notice to Proceed is issued, then the date that a Customer which has entered into a license or sublease agreement with Tenant commences to install such Customer's equipment or other personal property at the Additional Area;, or(iii) 18 months after the Effective Date of this Amendment. e. The Rent Commencement Date shall be contingent on: (i) Tenant entering into a binding agreement with a Customer for that Customer's occupation of a portion of the Additional Area and Tenant and such Customer obtaining all necessary certificates, permits, licenses, and other approvals that may be required by any federal, state, or local authority for a Customer to occupy and operate on the Additional Area and Site; and (ii) Tenant determining, at its sole discretion, that the status of title of Landlord as to the Additional Area is acceptable to Tenant; and (iii) Tenant determining at its sole discretion that the Additional Area, Site and Property are clear of any hazardous substances, which include any material or substance which is or becomes defined as a hazardous substance, pollutant, or contaminant, subject to reporting, investigation, or remediation pursuant to any federal, state, or local governmental authority, and any oil, or petroleum products or their by-products. If any one of the above contingencies shall not be satisfied, then Tenant may, at any time prior to the Rent Commencement Date, in writing to Landlord, terminate this Section 1 in its entirety and this Section 1 shall then be null and void and of no further force and affect, provided that the remainder of this Amendment will otherwise survive and continue in full force and effect. f. Commencing on the Rent Commencement Date, the monthly rent payable under the Lease shall be increased by Six Hundred Seventy Five and No/ 100 Dollars ($675.00) per month. 2. Landlord Consent. Landlord hereby consents and approves to the subleasing and/or licensing of the Site, or a portion thereof, and/or Tenant's facilities, by Tenant, to New Cingular Wireless PCS, LLC and its parents, subsidiaries, affiliates, successors and assigns ("AT&T Wireless"). AT&T Wireless shall be entitled to modify the Premises and any facilities or structures thereon and to erect additional improvements on the Premises, including but not limited to, antennas, dishes, cabling, additional storage buildings or equipment shelters. 3. Notices. All notices or demands by or from Tenant to Landlord, or Landlord to Tenant, required under this Lease will be in writing and sent (United States mail postage pre-paid, certified with return receipt requested or by reputable national overnight carrier service,transmit prepaid)to the other party at the addresses set forth below, as applicable, or to such other addresses as the parties hereto may, from time to time, designate consistent with this paragraph, with such new notice address being effective 30 days after receipt by the other party. Notices will be deemed to have been given upon either receipt or rejection. Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 default under the Lease. Except as modified herein, the Lease and all the covenants, agreements, terms, provisions and conditions thereof remain in full force and effect and are hereby ratified and affirmed. If any inconsistency exists or arises between the terms of the Lease and the terms of this Amendment, the terms of this Amendment shall prevail. 10. Entirety; Amendment; Counterparts. This Amendment, together with the Lease, constitutes the entire agreement among the undersigned parties hereto. Any modification to this Amendment must be in writing and signed and delivered by authorized representatives of the affected parties in order to be effective. This Amendment will be governed by the laws of the state in which the Site is situated. This Amendment may be executed in any number of counterparts, each of which shall be an original, which may be delivered via facsimile, but all of which taken together shall constitute one instrument. Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 IN WITNESS WHEREOF, Landlord and Tenant have each executed this Third Amendment as of the Effective Date written above LANDLORD: WITNESSES: The City of Tybee Island, a municipal corporation of the state of Georgia II //LA l! _�. h&ttl/ By: 71-< ,��• Signature I Its: ,. Print NameTDer t Se. W or. ar Signature ---- Print Name: k.;Q, 1 ACKNOWLEDGEMENT State of County of__ CACM), O •, CI before me, WA CLn 0,Laaods (here insert name), a Notary Public, i.ersonally appe. ed U1(1 , personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Notary Public Print Name: V WI al) • avS My commission expires: VfVfAN WOODS Notary GA My Ccr .,.. ;ssicr. ExcL;;s`t.',.y 14, 2013 Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 TENANT: WITNESSES: Spectrasite Communications, LC, a Delaware limited liability co pany By Jasor'P. irsch Sig ature Its: Vice Pr. ident, Land Management Prini Name: 3 Ault -76 4 Signature Print Name: a,*\,(;,..) 140,\A k. ACKNOWLEDGEMENT TENANT State of Massachusetts County of Middlesex OnapkkvAxr q,c)(.ys, before me,_ �3 Cr) . f Ct (here insert name), a Notary Public, personally appeared Jason D. Hirsch, Vice President,Land Management, personally known to me (or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. WITNESS my hand and official seal. ®®��11NH46d�1//d'� oego°°®s�ya° Z,°°° +O g1.ccD c o My commission expires: lc)��l Co ®�4"lin p®p� efi id98®`� Third Amendment to Ground Lease Agreement Tybee Island.GA 303430 EXHIBIT A DESCRIPTION AND/OR DEPICTION OF PROPERTY, PREMISES AND SITE This Exhibit May be Replaced by a Survey at Tenant's Option depicting the Premises, Site, Access and Utilities Easements and if applicable, guy wire and guy anchor easements. All that certain lot, tract or parcel of land situate, lying and being in the 5th G,M, District in the City of Tybee Island,Chatham County, Georgia,being a portion of block 42, Fort Screven Ward and being more particularly described as follows: Commencing at an iron rod at the intersection ofthe western right-of-way line of Van Horn Street and the northern right-of-way line of Fort Avenue; Thence, along the western right-of-way line of Van Horn Street,NORTH 32°32'Q0"WEST a distance of 204.69 feet to a point;Thence, departing said right-of-way, SOUTH 57°28'00°WEST a distance of 82.92 feet to a point; Thence, along a curve to the right having an arc length of 13.64 feet and a radius of 15.00 feet, SOUTH 83°30442"WEST a distance of 13.17 feet to a point; Thence NORTH 70°26'36" WEST a distance of 121.79 feet to a point;Thence, along a curve to the right having an arc length of 9.92 feet and a radius of 15.00 feet, NORTH 51'29'18"WEST a distance of 9.74 feet to a point; Thence NORTH 32°32'00"WEST a distance of 12.41 feet to a point, the point of beginning; Thence SOUTH 57°2S'00" WEST a distance of 40.00 feet to a point;Thence NORTH 32°32'00" WEST a distance of 40.00 feet to a point; Thence NORTH 57'28'00" EAST a distance of 40.00 feet to a point; Thence SOUTH 32°32'00" EAST a distance of 40.00 feet to point, the said point of beginning. Said parcel contains 1,600.00 square feet(0.04 acne). The parcel as a whole is bounded on all sides by lanttt now or formerly of the City of Tybec Island,Georgia_ Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 All that certain lot,tract or parcel of land situate, tying and being in the 5th GM. District in the City of Tybee Island,Chatham County,Georgia,being a portion of block 42,Fort S-creven Ward and being more particularly described as follows, Commencing at an iron rod at the intersection of the western tight-of-way line of Van Horn Street and the northern right-of-way lire of Fort Avenue;Thence,along the westerly right-of-way line of Van Horn Street,NORTH 32°32'00"WEST a disttince of t84.6'9 feet to a point, the paint of beginning; Thence, departing said right-of-way,SOUTH 57°28'00" WEST a distance of 82.92 feet to a point;Thence,along a curve to the right having an arc length of31.82 feet and a radius of 35.0+0 fit.SOUTH 83°30'42" WEST a(listanoc of 3074 feet to a point;Thence NORTH 70°26'36" WEST a distance of 121_79 feet to a point;Thence, along a curve to the right having an arc length of 23,16 feet and a radius of'35.00 feet, NORTH 51°29'18" WEST a distance of 22.74 feet to a point;Thence NORTH 32°32+00"WEST a distance of 12.41 feet to a point; Thence NORTH 57°28"'OO" EAST a distance of 20.00 feet to a point;.Thence SOUTH 32°32'00" EAST a.distance of 12.41 feet to a point; Thence, along a curve to the left having an arc length of 9.92 feet and a radius of 15,00 feet, SOUTH 51'19'18" EAST a distance of 9.74 feet to a point,Thence SOUTH 70°20-6" EAST a distance of 121.79 feet to a point;Thence. along a curve to the left having an arc length of 13.64 feet and a radius of 15.00 feet, NORTR 83°30'42" EAST a distance of 1317 feet to a point; Thence NORTH 57°28'00" EAST a distance of 82,92 feet to a point on the western right-of-way line of Van Horn Street;Thence, along said right-of-way, SOUTH 32'32'00" EAST a distance of 20.00 feet to a point,the said point of beginning. Said parcel contains 5,127.74 square:feet(0.12 acre)_ Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 4,•Vfj..7":..."-7"-'''''''''''''.\\\'‘ .• \ , f_ ' \ � s *e:,.. \I 1,3:„.„,....-'":"2" ' / \ - d NI., 1 5 'kls\ , \\:\ \ I ilp 3.yF 7[PHI' d kliFEP—, wo�Rrti.c \\\\\.\\ I\� 555+++..."" w *-\ A \ Y Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 Exhibit B Premises including Additional Area This Exhibit May be Replaced by Survey at Tenant's Option depicting the Premises, Site,Access and Utilities Easements and if applicable, guy wire and guy anchor easements. z:,77-2\VC\\\\\\ .,c,*°6V N,t6c\\\\\ lam' 4-°.�l '1 l <V-7,7/' ' --7'' \ i`.-5-S 25'-0' I `'■\ , x f 51EL1ER i 1 \ \ '' � \1\,+" \\\, •\ i a . E _�--' v v c l� .\ -- \1,k \c„../...."\e"\\to. eo SAR j ,a ° :�, f \ «! Hff / ' \ ie'xso'.t SHELTER a, \ \ - \\:\,, `;f \ °fOPe5En f—\ '$ . c .i4o^_-PACE \ \IP'‘.., a Eft ISTWG FEY�E ��� \ \ \ -..,1/4 NEW FENCE T \ \ r\ \ \ '• ''' V }}�� '? yy J \sz.......t r N‘ -;6" --...„.„. "'‘...„.' -. Third Amendment to Ground Lease Agreement Tybee Island,GA 303430 • Space Above Line Reserved For Recorder's Use Prepared by & Return to: Justin White American Tower Land Management 10 Presidential Way Woburn,MA 01801 1. Title of Document: Memorandum of Lease 2. Date of Document: 3. Landlord: The City of Tybee Island 4. Tenant: Spectrasite Communications, LLC 5. Statutory Mailing Address(es): Landlord: City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328-2749 Tenant: American Tower 10 Presidential Way Woburn, MA 01801 Attn: Land Management 6. Property Address: 78 Van Horn Tybee Island,GA 31328 7. Legal Description: Exhibit A 8. Prior Recorded Notice of Lease: in Book 347. Page 158 in the registry of Chatham Georgia, Prepared by and Return to: American Tower 10 Presidential Way Woburn, MA 01801 Attn: Land Management/Justin White ATC Site#303430 ATC Site Name: Tybee Island MEMORANDUM OF LEASE This MEMORANDUM OF LEASE ("Memorandum") is entered into on the day of , by and between (hereinafter referred to as "Landlord"), and (hereinafter referred to as "Tenant"). NOTICE is hereby given of the following described Lease as amended, for the purpose of recording and giving notice of the existence of said Lease. To the extent that notice of such Lease has previously been recorded, then this Memorandum shall constitute a restatement and amendment of any such prior recorded notices. 1. Lease: Ground Lease Agreement, between Landlord and Tenant, or its predecessor in interest, entered into on December 11, 1997, as amended (the "Lease") 2. Prior Recorded Notice of Lease: in Book 347, Page 158 in the registry of Chatham County, Georgia, 3. Leased Premises: As described in Exhibit "A," attached hereto, together with any access and utility easements. Exhibit A may be replaced by an as-built survey at Lessee's option depicting the Leased Premises, access and utilities easements and if applicable, guy wire and guy anchor easements. 4. Additional Area: As stated in that certain Amendment between the Lessor and Lessee dated , (the "Amendment"), as of the Commencement Date (as such term is defined in the Amendment), the Additional Area set forth in Exhibit B will be added to and become a part of the Leased Premises. Exhibit B may be replaced by an as-built survey at Lessee's option depicting the Leased Premises, access and utilities easements and if applicable,guy wire and guy anchor easements. 5. Incorporation: The terms and conditions of the Lease, as amended, are hereby incorporated into this Memorandum. 6. Effect: This Memorandum is not, a complete summary of the terms and conditions contained in the Lease. Provisions in the Memorandum should not be used in interpreting the Lease provisions. In the event of a conflict between this Memorandum and the Lease, the Lease will control. (SIGNATURE PAGE FOLLOWS] IN WITNESS WHEREOF, Landlord and Tenant have each executed this Memorandum as of the day first above written. LANDLORD: WITNESSES: The City of Tybee Island, a municipal corporation of the state of Georgia } z) • &ULU/,,-/0■401)1/460— B`% - ' ,' tam"�':z� Signature �'`� Its: r >, Print Name: U EMt5. Wocciamil Signature Print Name: ,-p ACKNOWLEDGEMENT State of County of 0,.�� before me, ' a , it (here insert name), a Notary ublic, personally appeared ,% t , personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. � o 0 111Igt 1 Notary Public, Print Name: . Sys WOCAS My commission expires: VIVIAN WOODS Notary Public, Chatham County, GA My Commission Expires May 14, 2013 TENANT: WITNESSES: Spectrasite Communications,LLC, a Delaware limited liability company a L By: J.Iti •. Hirsch Sig 1 ature Its: Vic.President, Land Management Print Name: �v5'r,,,_, LI-ix Signature Print Name: f1�k,A.+ ,, , I4 W(tt(4 ACKNOWLEDGEMENT TENANT State of Massachusetts County of Middlesex }} On, �n r (-i cad(`1 before me, , �\C CA Q Q. OCR t'\C; (here insert name), a Notary Public, personally appeared Jason D. Hirsch,Vice President, Land Management, personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ��� 0 °°° p° ,®fis .. (l ,a � �r� e . ..+' .. _. 'uL�L.1,-,_a__, ..- . '1 06,0,61:Z,(? -,%:,9,° �^ °, 0 Pr Ni ublic , O4 A'"'. ,Y �®� 61 ame: c ,12„5310,G. n c, C� ®�® O�pq i9¢®�®����® My ommission expires: 'I l.� ■U' EXHIBIT A DESCRIPTION AND/OR DEPICTION OF PROPERTY, PREMISES AND SITE This Exhibit May be Replaced by a Survey at Tenant's Option depicting the Premises, Site, Access and Utilities Easements and if applicable, guy wire and guy anchor easements. All that certain lot, tract or parcel of land situate, lying and being in the 5th G.M. District in the City of Tybee island,Chatham County, Georgia,being a portion of block 42, Fort Screven Ward and being more particularly described as follows: Commencing at an iron rod at the intersection of the western right-of-way line of Van Horn Street and the northern right-of-way line of Fort Avenue; Thence, along the western right-of-way line of Van Horn Street, NORTH 32°32'00" WEST a distance of 204.69 feet to a point: Thence, departing said right-of-way, SOUTH 57'28'00"WEST a distance of 82.92 feet to a point; Thence, along a curve to the right having an arc length of 13.64 feet and a radius of 15.00 feet, SOUTH 83'°30'42" WEST a distance of 13.17 feet to a point; Thence NORTH 70°26'36'° WEST a distance of 121.79 feet to a point;Thence, along a curve to the right having an arc length of 9.92 feet and a radius of 15,00 feet, NORTH 51°29'l 8"WEST a distance of 9.74 feet to a poir l; Thence NORTH 32°32100" WEST a distance of 12.41 feet to a point, the point of beginning, Thence SOUTH 57°28'00" WEST a distance of 40.00 feet to a point;Thence NORTH 32°32'00" WEST a distance of 40.00 feet to a point;Thence NORTH 57°28'00" EAST a distance of 40.00 feet to a point;Thence SOUTH 32°32'00' a distance of 40.00 fret to point, the said point of beginning. Said parcel contains 1,600.00 square feet (0.04 acre). The parcel as a whole is bounded on all sides by lands now or formerly of the City of Tybee Island,Georgia_ All that certain lot,tract or parcel of land situate,tying and being in the 5th G.Ivf. District in the City of Tybee Island,Chatharn County, Georgia,being a portion of block 42,Fort Screven Ward and being more particuiarly described as follows: Commencing at an iron rod at the intersection of the western tight-of-way tine of Van Horn Street and the northern right-of-way line of Fort Avenue;Thence,along the wes Urty tight-of-way line of Van Horn Street,NORTH 32°3200"WEST a distance of 184.69 feet to a point,the point of beginning„ Thence, departing said right-of-way, SOUTH 57'28't>0 ' WEST a distance of$2.92 feet to a point;Thence, along a curve to the right having an arc length of31.82 feet and a radius of 35.00 feet, SOUTH 33°30'42" WEST a distance of 311,14 feet to a point;Thence NORTH 7V26'36" 'WEST a distance of 121.79 feet to a point;Thence, along a curve to the right having an arc length of 23.16 feet and a radius of 35.00 feet, NORTihi 51°29'18" WEST a distance of 22,74 fleet to a point;Thence NORTH 32°32'00"WEST a distance of 12.41 feet to a point; Thence NORTH 57°28'00" EAST a distance of 20.00 feet to a point; Thence SOUTH 32°32'00°' EAST a distance of 3,2.41 feet to a paint:Thence, along a curve to the left having an aro length cif 9.92 feet and a radius of 15.00 feet,SOUTH 51'29'1g"EAST a distance of 9"74 feet to a point;Thence SOUTH 70°26'34"EAST a distance of 121.79 feet to a point;Thence, along a.curve to the left having an aro length of 13.64 feet and a radius of 15,00 feet, NORTH 83°30'42" EAST a.distance of 13.17 feet to a point;Thence NORTH 57°28'00" EAST a distance of 82,92 feet to a point on the western right-of-way line of Van Horn Street;Thence, along said right-of-way, SOUTH 32°32'00" EAST a distance of 20.00 feet to a point, the said point of beginning_ Said parcel contains 5,127.74 square feet(0.12 acre)_ 1 //// '''\\ ' Sr ! fib.. m M 5 N / . /- N -r .. " ` \„ J \\\ ~ . . - -- �� Pp , / \ \\I . ' .. ---... --....„ ,_. \ \...\41‘\' II. '.'\\#9 449 eltr” \ '.\\\,,,\ ///// \'‘. Ad Exhibit B Premises including Additional Area This Exhibit May be Replaced by Survey at Tenant's Option depicting the Premises, Site, Access and Utilities Easements and if applicable, guy wire and guy anchor easements. . 71\\ \ \ \ \ \ \ .<7V:f Z \ \ \ \-:,, ----\\-- ' ---,, ,t,.. 5,,:i, VSHELTER ` • sr. s 1 n / ' \ \ /I \ \\ A:: \ i.,. 4..„ \ \.,........."<tt:..,... i i ,, ‘ . \ \ NW S Y\ ----'- . 7 \ i \' :Q'VC SFARK i X\k‘ . Ilk sx• 1.'+\ ocs, ,.4.04;10....„....24Vd ,,,,, \ ,,, , C , 1C)1. V�\ . . ' t�`x zo' k \\■ 1C,k\■ ..p e v a" .` \\ 4'`4 4\\\,''\\'\.\\\'7 7„ \,,*',.„',,,.. _.''Vs G,e.61u SPA^-E ,,/ \ �` 7 4 /' \ 1 ° 1 Ewsnuc FEuCE `, ` a- t i r `� '', —TO BE REM4YEC \ / cq^ Nt�'FENCE TO 1 / F UATCi E7ASIlA. 4 .0 \ R4f y 4 `v E '`-~ tiel;::l' p t f ti_` r C O R P O R A T I O N Via FedEx September 9,2009 Vivian Woods, Clerk of Council P.O. Box 2749 403 Butler Avenue Tybee Island, GA 31328 RE:Partially Executed Documents Enclosed Dear Ms. Woods: Pursuant to my conversation with Diane Schleicher, enclosed, please find one (1) partially executed original for the agreed terns, which matches the fully executed original sent back to my attention last week. Please have this copy executed, and retain the original for your records. Please call me at 781-926-4563 if you have any questions or would like to discuss. • incerely, ustin White American Tower Corp. Supervising Attorney- Land Management 781.926.4563 direct Enclosures AMERICAN TOWER CORPORATION/LAND MANAGEMENT 10 Presidential Way m Woburn,MA 01801 landlord.relations @americantewer.com a TOLL-FREE 866.586.9377(SELECT OPTION 1) o FAX 781.926.4555 Dianne Otto From: Peggy Poor[Peggy.Poor @AmericanTower.com] Sent: Tuesday, September 29, 2009 10:20 AM To: Dianne Otto Subject: RE: Tower Understood —thanks so much. From: Dianne Otto [mailto:Dotto @cityoftybee.org] Sent: Tuesday, September 29, 2009 10:06 AM To: Peggy Poor Subject: RE: Tower Peggy, One permit will be issued for this project and it cannot be issued until all fees and paperwork are received and processed. Please make checks payable to the City of Ty.-e Island. Her- is the breakdown you requested. GIBSON -$40,000 K&S-$9,885 TOTAL •WE• -$9,500 1 TOTAL-$59,385 Permit 335 79 490 Engineering 525 NA • 525 Cont. Reg. paid 20 0 40 TOTAL $860 $99 $96 $1,055 Dianne Otto,CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Peggy Poor [mailto:Peggy.Poor @AmericanTower.com] Sent: Tuesday, September 29, 2009 9:22 AM To: Dianne Otto Subject: RE: Tower There are going to be 3 separate contractors as follows: Gibson Technical Services Inc (AT&T contractor) 230 Mountain Brook Ct Canton, GA (City of Tybee Island Contractor Registration#01824) Cost of job: $40,000 K & S Construction (American Tower contractor) Cost of Job: $9,885 Total Tower(will be applying for Contractor Registration) American Tower Contractor Cost of Job: $9,500 Please break down the permit cost for K&S &Total Tower separately so they can each pay their portion (and let me know how much for each) Cc: Jonathan Lynn Subject: RE: Tower Peggy, Attached is the fax I received from the contractor. I left a voicemail yesterday requesting a copy of their local business license and I asked if they wanted to pay the$20 registration fee by phone. I have not received a reply. Is K&S Construction the only contractor on this project? I received an email this morning from our engineer. His total fees are $525. Comment#3 needs to be responded to by my boss. I'll let you know if that issue is resolved today or not. The application states that the estimated cost of construction is: "$40,000 AT+T's work." Is $40,000 the total for the project? If it is,the permit fees would be$335, plus the $525 engineering fees, plus the$20 contractor registration fee if you are paying for that. Let me know. Do you want to pay by phone with a credit card? Thank you, Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Peggy Poor [mailto:Peggy.Poor @AmericanTower.com] Sent: Tuesday, September 29, 2009 6:25 AM To: Dianne Otto; davisenginc @bellsouth.net Subject: RE: Tower Thanks Dianne— Please let us know as soon as possible—AT&T would like to begin construction this week if possible. Thanks. Diane—please email me the name of the contractor that sent in the Business License form. Thanks. From: Dianne Otto [mailto:Dotto @cityoftybee.org] Sent: Monday, September 28, 2009 4:37 PM To: 'davisenginc @bellsouth.net' Cc: Peggy Poor Subject: RE: Tower Downer, Where are you on the review of the revised plans submitted by American Tower? Do you have an estimate of your review fees to date? Thank you, Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 3 **************************************************************************************************************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 **************************************************************************************************************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed If you are not the named addressee you should not disseminate,distribute or copy this e-mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 **************************************************************************************************************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 • 5 Mbs� \ V ea sect o VIA-11 Sifies� �at 244 -. �•ppTO� Sob Se e mom . .__, „,..._,,F;= ,� - ..j7' �1 Chatham County ' `,Vt f fart s revan SITE NUMBER: 410-358 410-358 t _ t ° pIMNO�MDNC1 R itE_ C ' REVIEW FOR CODE COMPLIANCE maw No °FU " f CUSTOMER SITE IDENTIFICATION: '° ` �$; Every effort has been made to identify N OR N PART,N niait=RUE,106101611011 Olt INIUXION If Mr �� � , ,. ns ru I, SITE NUMBER: 410-358 code violations, no oversight by the acwr or woo P01111164 ampo AKRON PUNS=1.616001016 IWO.IENVII ti { . iik-, , 7 9`' �� `�ctrtcal i�3ti0n�� 1 tCic reviewer shall be construed as aathoLity yeRiw00 0N,1aRReaR \-..- - SITE NAME: TYBEE NORTH to violate, cancel, alter or set aside O0N1AMFINN"'E°_ 44.. \ ath d Std N OF cnaa. 9a ° /7-jr: '1 Sr y0rt ��1 '` .e$\ 'on e>1 � any applicable codes or ordinances. The 0 e 0w"- " review and permit should not be construed _ „_,�. 3 of 11 �, SITE ADDRESS: 78 VAN HORN as a warranty or guarantee. VICINITY MAP 1"=2000' h TYBEE ISLAND, GA 31328 b�,pi� 11 Reviewed By '` Date 21 Aik 1 fi1� Cb$� AS rJC5r+ AM■ac�+Nt+awN ' «' ' "" '" t 'C U\\6 fk\\q�,IS‘S ATC SITE IDENTIFICATION: ' e�'oc and s SITE NUMBER: 303430 asos FR SUITE 135 PARKWAY BROCOMENUMMDM 8 s itat . SUITE ,35 sii NsUs asp eI. SITE NAME: TYBEE ISLAND, GA �s�a3 sss-89°° Fax .. bMmc Call iuiatuyou dig. ATC SITE NUMBER: PROJECT TEAM PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX 303430 ARCHITECT: CUSTOMER SITE NAME AND NUMBER: SHT DESCRIPTION: REV: DATE: iD1 SITE NAME: AMERICAN TOWER CORPORATION TYBEE NORTH - 410-358 THE PROPOSED PROJECT INCLUDES PLACING N0: NEW AN 900 CIRCLE 75 PARKWAY, #300 ATC SITE NAME: EXPANDED EQUIPMENT NEW IN ANTENNAS T-1 TITLE SHEET 0 8-13-09 PP TYBEE ISLAND, ATLANTA, GA 30339 TEL: (770) 308-1947 TYBEE ISLAND, GA AND LINES ON AN EXISTING TOWER. S-1 SURVEY 0 8-13-09 PP GA FAX: (770) 952-4999 ATC SITE NUMBER: CONTACT: JAMES JUSTICE 303430 S-1A SURVEY 0 8-13-09 PP SITE ADDRESS: A Sc E MANAGER PROJECT NOTES C-1 SITE PLAN 0 8-13-09 PP 78 VAN HORN CUSTOMER: ATC SITE ADDRESS: 1. THE FACILITY IS UNMANNED. C-2 TOWER ELEVATION AND ORIENTATION 0 8-13-0.9 PP TYBEE ISLAND, GA 31328 78 VAN HORN AT&T MOBILITY TYBEE ISLAND, GA 31328 C-3 EQUIPMENT PLAN 0 8-13-09 PP 7' 12555 CINGULAR WAY COUNTY: CHATHAM 2. A TECHNICIAN WILL VISIT THE SITE O APPROXIMATELY ONCE A MONTH FOR C-4 DETAILS 0 8-13-09 PP ALPHARETTA, GA 30004 PARCEL ID: 4-0021-05-002 0.5TFRF` CONTACT: JENNIFER MORRIS ROUTINE INSPECTION AND MAINTENANCE. O TEL: (678) 985-2474 C-5 RRU H-FRAME DETAILS 0 8-13-09 PP €. ( ) No. PE033492 FAX: 770-236-8049 3. THE PROJECT WILL NOT RESULT IN ANY E-1 ELECTRICAL PLAN 0 8-13-09 PP { k SIGNIFICANT LAND DISTURBANCE OR EFFECT , PROFESSIONAL OF STORM WATER DRAINAGE. E-2 ELECTRICAL & FIBER SCHEMATIC 0 8-13-09 PP ‘. v LANDLORD: GEOGRAPHIC COORDINATES: E-3 GROUNDING PLAN 0 8-13-09 PP ; ,; '�±',tti�� ,e∎ /, AMERICAN TOWER CORPORATION 4. NO SANITARY SEWER, POTABLE WATER OR �,e: * wrevrt , i 10 PRESIDENTIAL WAY LATITUDE: 32' 1' 25.46° N TRASH DISPOSAL IS REQUIRED. E-4 ELECTRICAL DETAILS 0 8-13-09 PP ` ' * • r WOBURN, MA 01801 LONGITUDE: 80' 51' 0.98" W $jt4-la9 TEL: (781) 926-4500 GROUND ELEVATION: 18.5' AMSL 5. HANDICAP ACCESS IS NOT REQUIRED. E-5 ELECTRICAL DETAILS 0 8-13-09 PP DRAWN Eft AD FAX: 781-926-4500 CODE BLOCK: E-6 GROUNDING SCHEMATIC 0 8-13-09 PP CHECKED BY SAE GN-1 GENERAL NOTES 0 8-13-09 PP DATE DRAWN: 8-13-09 BUILDING CODE: 2006 PROJECT LOCATION DIRECTIONS 409 NO: 435260K6 GROUND OWNER: INTERNATIONAL BUILDING CODE/ GN-2 GENERAL NOTES 0 8-13-09 PP SHEET m>.E: SAVANNAH BEACH, TOWN OF TYBEE ISLAND GEORGIA STATE AMENDMENTS I-16 TO SAVANNAH, TO 1-516 TO EXIT AT WATER SUPPLY: NONE HWY 80. GO LEFT ON HWY 80 TO TYBEE . UTILITIES: WASTE WATER: NONE ISLAND. TURN LEFT ON POLK STREET, TURN POWER COMPANY: RIGHT ON PORT STREET (CAMPGROUND). TITLE SHEET USE GROUP: UTILITY CONTINUE AND TURN LEFT AT WATER TANK. GEORGIA POWER CONSTRUCTION TYPE: N/A SITE IS BEHIND POLICE STATION. TEL:888-655-5888 SQUARE FOOTAGE: N/A TELEPHONE COMPANY: SHEET NUMBER: REV. # BELLSOU TH TEL:888-757-6500 T- 1 0 j �/ A , � TYBEE ISLAND �A O A 1 ill 410011 11'25' 0., ! 303430 CP `F ,Av,K,', ---. 4 i'D v7"..." 40 o 1 -©- �� °�� ,. 44. at8tt I . ... VICINITY MAP �'�' NOT TO SWE °ti°.r'. SITE NUMBER: 410-358 t1 I N •.4: ROE MINOS/1 llE_ACCONRWEING g `e,a�� M 11101 1 MO 1$ GRro/nK1E NORTH 014440444000 ....` t, OIIGNIIL IRE FOR AII�fM®. I� ENCROACHMENT� CONVERGENCE ROA I DUC ION OR NJ ION SY AMY . KRIOD RIME OR I I PMT.6 91IOI�IED 6' CHAIN LINK 1i► 0'41' \ OICOM If MANNA P061■ICN FROM MOM TOM COIPOM1 ECI I W h61E WITH 3 STRANDS_-,- � UTILITY/METER RACK A//NI_�O/Olt�1CAD16 IMIL RF1YM1 BARE.WIRE 0 20' 40' 60• \ Nil 10MOt � 4-37 L F- -- - ■ ■ ■ o • \ PROM MO Mt COMM INN 11E1I MILL COMM=MR FACE DIME T�ORARY BENCNYARK E'X'IN NN _ _ > Q S \ PARCEL NO. 4-0021-05-002 TRACT 05-002 ¢ ADCEP 11�RASNICNOIIS SHELTER(TYP)' a \ VANNAH BEACH, TOWN OF TYBEE ISLAND ,' -\ NO DEED REFERENCE• POB - � I� 7 PROPANE • TANK . '\, - t•• 3.73 ACRESt \ NI 19.87'X40'LEASE AREA 'L6 ,J.\ POD ROVIDED • • ° \. \ � 0.01 ACRESt ` ' C \ 664.8 SQ. MI e'(+' 1 C ,� 'U► LESS ARIA .\ ' \ PARCEL NO. 4-0021-06-002 ICE BRIDGE -; t• •B ', G� HATHAM COUNTY RECREATION CENTER OF TOWER `r G w 1, 1-STORY • 3URVES D D.B. 3108, PG. 39 BLOCK BUILDING ° RIG'=++/EGR�S .. "l IN ZONED: R-1 N 1A7:92'01.25.489'NORTH \ ` L=9.97(R e \ £R\ LOX: 80.51'00.985'NEST ` C ) i - CON RET� 5i92.' SQ, t �,� \ 1; R=15.00'(R) `L 1} 1 tit G STUALICTULUAlli ROUND ELEVATION:16.8' S� 7 ( ', BRG=N 51.29'18'W - S 51.29'18' E(R) " '1' • • GENERATOR ON \h..' OO " ., C LEN=9.74'(8) ° r • •°. POB CONCRETE PAD i \0 40 6' CHAIN UNK • ,\ AS-PROVIDED '��>� ! FENCE ;\ ° o \ INGRESS/EGRESS 8505 FREEPORT PARKWAY •V A INGRE33 R833 EA9B1NlVT PROPOSED � ��? S ( .\° / \ SUITE 135 t o�X 17' *° /; �, �• N 7o- •�6 .F 56"OAK R=t5.00'(R; } \ . \\ 9722 999-8900 Tel. CONC. PAD IN A ' 1 :11... 'N' T.79. BRG=S 83'30'42 W - - 411.42"'•E(- 9' v G\ 9723 999-8T Fax 12' 12.05E AREA A/C UNfTS•.<7 121. (R) C LEN=13.17'(R) • .11 ,e),• . . \ • 4)�\ PARENT TO SC DETAIL tits NIT NOTE: THE AREA WITHIN THE p0E 14 ------------- 1?�-�.�N 7, •.•F " 4 ''• •14,;'''''•�. , 5 0� 1` NOT TO SCALE FENCED COMPOUND IS: As_ VETED CONCRETE PAD --,o k-0 `�'�rer -' oP ..-Op • •° Op \ �o5' .0 ATC SITE NUMBER: 2.043.0 50. FT.t INGRESS/EGRESS EASEMENT R=35 00'�R; R4� �M ��I ,\',.,/' :7-'10 \� �O\POB A9-9DRVlsrED BRG=N 51'29'16'W(R) OR \'1j {M y ' \ \ 303430•40'X 40'LEASE 004 ACR&4 AREA C LEN=22.74'(R) N 70•'28 . 44-��.\ .�...r� / \ STATIdN D �<'\0.04 SQ. FT.& •.1 \ SITE NAME: / �� \ TYBEE ISLAND,••LEGEND CCHNN LINK i ° a \ I- \J \ GA ■ =POW"/LW o •s/8'CAPPED REM SET 'L=31462'(R • . ' ? "?. • •NNmt NEfER (SW ° Rf35;006(3R34•}}2, R \ `�• - % SITE ADDRESS: M =TELEPHONE PEDESTAL • •MIND FROMM WAKEN •F L 30.74'(8) M(R)) ® =c s MIRE a •SET PK WE \ Ji+$��4c 78 VAN HORN ® `""'E"WYE •TEMPORARY°°""OWL ` pvy�Q TYBEE ISLAND, GA 31328 a =uKAPOINC Rao Pas•MINT OF IS AIMNe 6. Y� 11 •FIRE H V/Par POO•PONT OF GOMEYLEMEK1 O. w •UPC POLE POI•PONT OF gala r i�� ,-,Pori • ..CALCULATED PONT• ANCHOR (R) •RECORDED NfONWTEN 11th BEMNN'r MEASURED I 1 ECORDED 4 L1 N 3732 00'W 12 S 57'26'00'W L3 N 3732'00'w �u 'W L4 N 5726'00'E 1N 6'W L5 S 3732'00'E 4000 'ter L15 N 5846'14'E 40.00' L6 N 3732'00'W 12.41' V L16 S 31'14'46' E 40.00' l7 N 5728'00'E 20.00' 13 Q r a • ' L17 S 5845`14'w 10.00' L6 S 3732'00'E 12.41' O �• / `Ed 1e, • L17 N 31.14'46'W 13.67' L9 S 3732'00'E 20.00' N L19 N 5846'14'E 40.00' \t yJ 1.20 5 31'14'46' E 13.67' $ "!'l1 1.21 S 584814'w 40.00' POC AS-PROVIDED AND AS-SURVEYED DRAWN BY: AD LEASE AREA AND INGRESS/EGRESS EMINENT ewe a.at.r.i W �t+Wn 1'OPEN TOP PIPE -- CHECKED N: SAE SHEET 1 of 2 DATE DRAWN: 8-13-09 JOB NO: 4352601(6 6 SMW Engineering Group,In. Data 07/16/07 SHED TAE: ASC NATIONAL zn30 Alabama gi:de ALTA/ACSM LAND 'TITLE SURVEY D.a, RIK Pelham,o8 Oak Mount 35rz4 Aor1El�Y No5)252-6995 AA rr M*H $ engineering group,Inc. F.'"("5)320-15" � 07-0550.011C 07- A E W TM M SI s °31 s�°'O TELEPHONE781.893.6471FAX781.61966 D ac t,r„o Y- SURVEY !mond l"` TYBEE ISLAND American Toga Propat Location TYBEE ISLAND, GEORGIA PART OF Corporation BLOCK 42,FORT SCREVEN WARD 900 Circle 75 Parkway ProJ►et Address 900 Sul&300 78 VAN HORN 5TH G.M.DISTRICT IF Atlanta, GA. 30339 SHEET NUMBER: REV. Mont Number 303430 CHATHAM COUNTY,GEORGIA S- 1 0 TYBEE ISLAND „,... ►. 303430 ``.. ZONING NO1E: AS PARCEL LEGAL DESCRIPTION a'- -t8(t CURRENT ZONING: R-1 (RESIDENTIAL) All thot certain lot,tract or parcel of land situate,lying in the 5th G.M.District in the City FRONT SETBACK: 55'FROM CENTERLINE TOP AIiIEfN'Y1 NEICtiT' AGL of- nd Mland,Chatham more particu arty described ras fol ows:a Portion of block 42,Fort Screven Ward SIDE SETBACK: 15' REAR SETBACK: 30' TOP TOWER HEIGHT■146,3'AGL Commencing ot an iron road at the intersection of the western right-of-way line of Van TOP ANTENNA HEW' 144.0'AGL • Horn Street and the northern y being point of beginning; right-of-w3' line of Fort Avenue,bete the eginnin BOTTOM ANTENNA HEIGHT••141.0'11GL Thence.along the northern right-of-way line of Fort Avenue,SOUTH 60'39'39"WEST a NOTES CORRESPONDING TO distance of 344.00 feet to a point ot then intersection of the northern right-of-way line of SCHEOLRE B' BOTTOM ANTENNA HEIGHT. 124.0'AGL M'"'IM Fort Avenue and the eastern right-of-way line of Alger Avenue;Thence,along the eastern SITE NUMBER: 410-358 THE COMMITMENT FOR TITLE INSURANCE ISSUED BY AUGUSTA TITLE INC.AS FILE N0.55947, right-of-way line of Alger Avenue,NORTH 43'28'01"WEST a distance of 328.36 feet to a DATED MAY 14,2007,CONTAINS THE FOLLOWING EXCEPTIONS WHICH ARE SURVEY MATTERS: paint;Thence NORTH 53.52'08"EAST a distance of 143.60 feet to a point;Thence NORTH 3r59'36"WEST 0 distance of 135.39 feet to a point;Thence NORTH 5743'58"EAST a 1187E L 6 E�III1€ Items not listed below ore standard title exceptions and/or are not matters or issues that .... distance of 261.15 feet to an iron rod on the wester right-of-way line of Van Horn Street; K OF S pertain to this survey - Thence. along the western right-of-way line of Van Horn Street,SOUTH 3732'00"EAST a Iff THE VICUMIE PROPOM CF INENUN distance of 484.75 feet to an iron rod,the said point of beginning. .IAIER CONFORIMII AM VIER USE AND None listed in Schedule B -Section II P1U10AIO1 STMT E IMMO 10 TIE Said porcel contains 162,358.56 square feet(3.727 acres). OMB ME FOR PION le ME PDE+MED, MAE 1119410011011011 OR MENXIMON In 11 1EA100 M IRME OR M/NR R PIOIMIND FLOW PLAIN I/FORMAIWN •- • AS PROVIDED SUFI M.IMMO REMlNON Wm TROTS AS SURVEYED WE HAVE CONSULTED THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD 40'X40'LEASE AREA LEGAL DESCRIPTION LEASE AREA LEGAL DESORP110N TOWER IMILIFICIMNIS OMICRON VIZ W INSURANCE MAP AS PREPARED FOR THE CHATHAM COUNTY,GEORGIA,COMMUNITY PANEL A�� r.� NUMBER 1351640001C DATED JUNE 17,2006,AND FND THAT THE PROJECT SITE IS IN ZONE AS PROVIDED BY TITTLE COMP LAIN MERU*1 R AB(100 YEAR FLOOD PLAIN-B.F.E. 14'. A parcel of land lying in the 5th G.M.District in the City of Tybee lelond,Chatham County, ( ANY) FREOLOSE MID MAK MINNA VIM ABI Georgia,being a portion of Block 42, Fort Screven Ward and being more particularly described as follows: All that certain lot,tract or parcel of land situate,tying and being in the 5th G.M.District in RILL COMMIE PAM RICE BIL9ENGE LA111LWE t LONGI1uoE the City of Tybee Island,Chatham County.Georgia,being a portion of Block 42,Fort Screven OF Of TIME R> 11d8. _ Commencing at a 1"open top pipe found t the intersection of the Western Right-of-Way Word and being more particularly described as follows: line of Van Horn Street and the Northern Right-of-Way line of Fort Avenue;thence along BASED ON AND LONGITUDE OF IXISTNG TOWER IS Commencing at an iron rod at the intersection of the Western Right-of-Way line of Van the Western Right-of-Way line of Van Horn Street,North 32 degrees 32 minutes 00 seconds BASED ON THE NAD 1983. Horn Street and the Northam Right-of-Way line of Fort Avenue;thence along the Western West,a distance of 194.57 feet to a point;thence S 56'32'34"W leaving said Right-of-Way Right-of-Way line of Von Horn Street,North 32 degrees 32 minutes 00 seconds West,o LATITUDE: 3701'25.463" line fora distance of 79.25 feet to a point;thence S 7708'41"W for a distance of 13.99 distance of 204.69 feet to a point:thence departing said Right-ot-Way,South 57 degrees LONGITUDE: 80'51'00.985" - - feet to a point;thence N 8724'57"W for a distance of 16.66 feet to a point:thence N 28 minutes 00 seconds West,a distance of 82.92 feet to a point;thence along a curve to MONOPOLE TOWER 7118•57"W for a distance of 117.81 feet to o point;thence N 41'08'26"W for a distance the right,having an arc length of 13.64 feet and o radius of 15.00 feet,South 83 degrees BASIS OF BEARINGS: - of 28.93 feet to the Point of Beginning;thence S 58'45•14"W for a distance of 30.00 feet 30 minutes 42 seconds West.a distance of 13.17 feet to a point;thence North 70 degrees NORTH AMERICAN DATUM (NAD83) to a point;thence N 31'14'46"W for a distance of 40.00 feet to a point;thence N 26 minutes 36 seconds West,a distance of 121.79 feet to a point;thence along a curve to 58'45'14"E for a distance of 40.00 feet to a point; thence S 31'14'46"E for a distance the right,having on arc length of 9.92 feet and a radius of 15.00 feet,North 51 degrees LATITUDE AND LARE ACCURATE VALUES FOR THE CENTER - of 40.0 feet to o point;thence S 58'45'14'W for a distance of 10.0 feet to the Point of 29 minutes 18 seconds West.a distance of 9.74 feet to a point;thence North 32 degrees OF THE TOWER ARE ACCURATE TO WITHIN 503 FEET Beginning.Said above described parcel contains 0.04 acres or 1600 square feet more or 32 minutes 00 seconds West,a distance of 12.41 feet to a point;the POINT OF BEGINNING; ' NTw HORIZONTALLY. ELEVATION DATUM IS ACCURATE TO less. THENCE South 57 degrees 28 minutes 00 seconds West.a distance of 40.00 feet to a WITHIN 203 FEET VERTICALLY. - point;thence North 32 degrees 32 minutes 00 seconds West,a distance of 40.00 feet to point;thence North 57 degrees 28 minutes 00 seconds East,a distance of 40.00 feet to e a IBTRUCTIONdkJli point;thence South 32 degrees 32 minutes 00 seconds East,a distance of 40.00 feet to a ELEvAD2LaAR - AS SURVEYED point.the said POINT OF BEGINNING. TONER TYPE:MONOPOLE DO it 3'C; = ABOVE GROUND LEVEL GROUND ELEVaro^; = 1&e. 13.87 X'10'LEASE AREA LEGAL DESORPTION Said parcel contains 1.600 square feet(0.04 acre) 8505 FREEPORT PARKWAY ALL ELEVATIONS ME BASED ON NAVD 1928 DATUM. SUITE 135 GROUND ELEVATION: 16.6' A parcel of IOntl lying in the 5th G.M.District in the City of Tybee Island,Chatham County. The parcel as a whole is bounded on all sides by lands now or formerly of the City of IRVING TX 75083 TYPICAL MONOPOLE Georgia,being a portion of Block 42,Fort Sc Screven Ward and being more particularly y Tybee Island,Georgia. STRUCTURE HEIGHT: 146.3'A3' described as follows: (972) 999-8900 Tel ELEVATION OF TOP OF TONER 1629' (972) 999-8940 Fox ELEVATION OF HIGHEST POINT: 171.6• TOWER ELEVATION Commencing at a 1"open top pipe found at the intersection of the Western Right-of-Way NYSE FAIT ELEVATION OF TOP OF ANTENNA No.1: 171.6' NDT TO SCALE line of Van Horn Street and the Northern Right-of-Way line of Fort Avenue;thence along ELEVATION OF a-of Mounting No.1: 160.1' the Western Right-of-Way line of Van Horn Street,North 32 degrees 32 minutes 00 seconds AS PROVIDED ELEVATION OF BOTTOM OF ANTENNA No.1: 157.6' West,a distance of 194.57 feet to a point;thence S 56'32•34•W leaving said Right-of-Way INGRESS/EGRESS EASEMENT LEGAL DESCRIPTION ELEVATION OF TOP OF ANTENNA No.2 160.6• line fora distance of 79.25 feet to a point;thence S 7708'41"W fora distance of 13.99 ATC SITE NUMBER: ELEVATION OF CL of Mounting No 2 143.1• feet to a point;thence N 8724'57"W far a distance of 16.66 feet to a point;thence N (AS PROVIDED BY TITLE COMPANY) ELEVATION OF BOTTOM OF ANTENNA N o.2 140.6' 71'18'57'W fora distance of 117.81 feet to a point;thence N 41'08'26"W fora distance 303430 of 28.93 feet to a point;thence S 58'45'14'W for a distance of 30.00 feet to a point; All that certain lot,tract or parcel of land situate,lying and being in the 5th G.M.District in thence N 31'14'46"W for a distance of 40.00 feet to the Point of Beginning;thence N the City of Tybee Island,Chatham County,Georgia,being a portion of Block 42,Fort Screven SURVEYOR HOLES 31'14'46"W for a distance of 13.87 feet to a point;thence N 58'45•14"E for a distance Ward and being more particularly described as follows: of 40.00 feet to a point;thence S 31'14'46"E for a distance of 13.87 feet to a point; thence S 58'45'14"W for a distance of 40.00 feet to the Point of Beginning.Said above Commencing at an iron rod at the intersection of the Western Right-of-Way line of Van SITE NAME; of This is i Topographic k Lease Parcel ate of made rn the ground under the supervision described parcel contains 0.01 acres or 554.8 square feet, more or less. Horn Street and the Northern Right-of-Way line of Fort Avenue;thence along the Western of o Georgia Registered Land Surveyor.Date of field survey is July 2,2007. Right-of-Way the of Von Horn Street,North 32 degrees 32 minutes 00 seconds West,a 2.The following surveying instruments were used at time of Field visit:Nikon NPL-352, distance of 184.69 feet to a point,the POINT OF BEGINNING;thence departing said TYBEE ISLAND Total Station,Reflectorless and Hiper+Legacy E RTK,GD 1HZ. Right-of-Way,South 57 degrees 28 minutes 00 seconds West,a distance of 82.92 feet to 3. Bearings are based on Georgia East State Plane Coordinates NAD 83. a point;thence along a curve to the right, having an arc length of 31.82 feet and a radius 1 4. No underground utilities,underground encroachments or building foundations were AS SURVEYED of 35.00 feet;South 83 degrees 30 minutes 42 seconds West,a distance of 30.74 feet to GA measured or located as a part of this survey, unless otherwise shown.Trees and shrubs INGRESS/EGRESS EASEMENT LEGAL DESCRIPTION not located, unless otherwise shown. point;thence North 70 degrees 26 minutes 36 seconds West,a distance of 121.79 feet 5. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum with on to a point;thence along a curve to the right having an arc length of 23.16 feet and a established elevation of 6 feet,(1.7 meters),PID CK6182.Oneite benchmark is as shown An easement lying in the 5th G.M. District in the City of Tybee Island,Chatham County, radius of 35.00 feet,North 51 degrees 29 minutes 18 seconds West,a distance of 22.74 hereon.Elevations shown are in feet and refer to NAVD B6. Georgia,being a portion of Block 42,Fort Screven Ward and being more particularly feet to o point;thence North 32 degrees 32 minutes 00 seconds West,a distance of 12.41 described as follows: feet to a point; thence North 57 degrees 28 minutes 00 seconds East,a distance of 20.00 SITE ADDRESS: 6.This survey was conducted for the purpose of a Topographic Lease Parcel Survey feet to a point;thence South 32 degrees 32 minutes 00 seconds East,a distance of 12.41 o only,and is not intended to delineate the regulatory jurisdiction of any federal,state, Commencing at a 1"open top pipe found at the intersection of the Western Right-of-Woy feet to a point; thence along a curve to the left having an arc length of 9.92 feet and a regional or local agency,board, commission or other similar entity. line of Van Hem Street and the Northern Right-of-Woy line of Fort Avenue;thence along radius of 15.00 feet,South 51 degrees 29 minutes 18 seconds East,a distance of 9.74 78 VAN HORN 7.Attention is directed to the fact that this survey may have been reduced or enlarged in the Westem Right-of-Way line of Van Hom Street,North 32 degrees 32 minutes 00 seconds feet to a point;thence South 70 degrees 26 minutes 36 seconds East,a distance of size due to reproduction.This should be taken into consideration when obtaining scaled West,a distance of 194.57 feet to the Point of Beginning of an Ingress/Egress Easement 121.79 feet to a point;thence along a curve to the left having an are length of 13.64 feet TYBEE ISLAND, GA 31328 data and a radius of 15.00 feet,North 83 degrees 30 minutes 42 seconds East,a distance of being 20 feet in width and lying 10 feet each side of the following described centerline; 8.This Survey was conducted with reference to o Title Commitment prepared by Augusta 13.17 feet to a point;thence North 57 degrees 28 minutes 00 seconds East,a distance of Title Inc.,File No.55947,dated May 14,2007. thence S 56'32'34"W leaving said Right-of-Way line fora distance of 79.25 feet to a 82.92 feet to Right-of-Way line of Van Hom Street;thence aloe _ y a point on the Western Ri y g 9.Surveyor hereby states the Geodetic Coordinates and the elevation shown for the point thence S 7708'41"W for distance of 13.99 feet to a point;thence N 8724'57"W y y said Right-of-Way,South 32 degrees 32 minutes 00 seconds East,a distance of 20.00 feet centerline of the tower are accurate to within +/- 50 feet horizontally and to for o distance of 16.66 feet to a point;thence N 71'18'57'W for a distance of 117.81 to a proposed y point,the said POINT OF BEGINNING. within+/-20 feet vertically(FAA Accuracy Code 2C). feet to a point;thence N 41'08'26"W for o distance of 28.93 feet to the Point of Ending. 10.Survey shown hereon conforms to the Minimum Requirements as set forth by the State Said above described easement contains 5132.7 square feet or 0.12 acres,more or less. Said parcel contains 5,127.74 square feet(0.12 acre) Board fora Class"A"Survey. (<::(:). �{,TSTFpFa 11.Feld data upon which this map or plat is based has a closure precision of not less The parcel as a whole is bounded as follows:on the North by Van Hom Street and on the than one-foot in 15,000 feet(1':15,000')and an angular error that does not exceed 10 Cost,South and West by lands now or formerly of the City of Tybee Island,Georgia. seconds times the square root of the number of angles turned. Feld traverse was not d;Deted. .* No, PEO33492 12.This survey is not valid without the signature and the original raised seal of a state licensed surveyor and mapper.. ALTA CER1NICAT10N PROFESSIONAL 13.This survey does not constitute a complete boundary survey of the Parent Tract. C�n R Ati 14.No As Surveyed Lease Area court t were set at time of survey. V� G t HEREBY CERINY TD:AMERICAN TONER CORPORATION.AUGUSTA TITLE INC.NS SUCCESSORS 1S.No parking spaces were found at time of survey. �} 16.Site Pis not used as a solid waste dump,sump or sanitary landfill. �1s j AND ASSIGNS. '\'y}y ..1 GI w`,C' i> . _ Qu� e7.C- TH6 5 T CERT1Pf TAW THIS IMP OR PLAT AND THE SURVEY ON w,CN R 5 6ASE0 WERE 4v,'! ' •` , �.`,.ii' �. / `!! WOE IN ACCORDANCE INTO MNMUM STAM*DETAIL REOYWEMENTS FOR M.TA/ACSM LANG y IDLE StRBALTS"JOa(ILY ESTABL5fW0 MO ADOPTED 57 ALTA ACSIa AID 0505 N 2005.AND ,1 TABLE PROFESS10 * A T" NERESo RENS T TO 11.EIO1 7.( tmoaos AS A D OPT ADOPTED/e'ALTA.NNSPs AND A.cso y '7 L's (o l MIL AND IN EFFECT ON TIE DATE OF TINS CERTIFICATION.THE SURVEY IEASURENENTS WERE MADE y N ACCORDANCE WITH THE POSITIONAL.UNCERTAINTIES RESULTING TROS'THE SURVEY i • TOLERANCE. WOE ON THE SURVEY 00 Nor EXCEED 711E ALLOWABLE P05111001& DRAWN BY: AD `!,M i`L`�'/A CHECKED BY: SAE q 1.N . DAWNED TN tall DAY a ., 7 �, f !Zr" _ DATE DRAWN: 8-13-09 cos AAlr rxYe IPM �,�, r' 7 GEORGIC t.faWVELL NO.2796 JOB N0: 4352604(6 SHEET 2 of 2 SHEET irtLE: saw/Engineering Group,Inc. u p�n �' > I>. 6 aem,Mountain ba351x4 ALTA/ACSM LAND 111LE SURVEY vl /+ C� ` ASC NATIONAL LLC soS em, aarel #�11 con ructic� 1 u31 ;�,g kA� (,3'5)=5x-693'5 INMANSTEET engineering group,inc. F�(xaSTva-.5a. 07-0150 AeY 1Q�' Y ; WALMAM,MA02451 IEWSICAg eft.e 1 L '117F8BNEM.193.6ITIFAX18I.bd.9966 �,,,P,,,e 3'„o � � � SURVEY '�- f+ NMI. TYBEE ISLANDd1i1f $ Amencao rawer - Prepet L.oeMNINT - - PART OF ENCROACHMENT STATEMENT A Corporation TYBEE ISLAND'GEORGIA BLOCK 42,FORT SCREVEN WARD 900 GfQI) 75 Rope Mines - Z,CDMPOUND FENCE ENCROACHES 13.43 FEET OUT OF THE AS PROVIDED LEASE AREA SHEET NUMBER: REV Parkway 78 VAN HORN 5TH G.M.DISTRICT Suite 30J CHATHAM COUNTY,GEORGIA COMPOUND FENCE IDES Wrtfl THE AS SURVEYED LEASE AREA AND ADDITIONAL LEASE AREA Atlanta, GA.30339 cone mom, 303430 1 S1 A 0 LEGEND —x— CHAIN UNK FENCE TREE SURVEY NOTE: --------- PROPERTY LINE THE AREA IN AND AROUND THE EXISTING COMPOUND IS -••- - -••—- -••- LEASE AREA CURRENTLY VOID OF VEGETATION(TO INCLUDE TREES AND SHRUBS).AS SUCH,NO VEGETATION WILL BE o►IT/OHP--- OVERHEAD TELEPHONE/ DISTURBED WITH THE PROPOSED COMPOUND OVERHEAD POWER EXPANSION. at&it UNDERGROUND UTILITY LINES P¢� --------– UTILITY EASEMENT FENCE NOTE: SITE NUMBER: 410-358 6'HIGH CHAIN LINK FENCE SURROUNDING THE LEASE p i� R AREA WITH GREEN VINYL COATING WITH 43$ M4, DESE moos Np/pt nE N%01/MIMNC MOWN AS plINI i OF SOME, STRENGTH/RETENTION WIRES AT THE TOP AND BOTTOM. �� ME 71E EM MA PROPERTY OF MOWN! TORO CORPORATION MD 11E1t USE ND ME !RE FOR MIMES \ i Nj10�lOED / / 10OI E�NODpIF/PqOO�NIION 1 w/ 1NIN AlE1iOM1 1/ P E:IDIX ND M LL COMO SOSm i i MIL tONSNIUIE.. -pCE DIME EXISTING � ,i t1t � OF AMMO OE OFTt�N SOUTHERN LINK I \ I,�1)st . �?(T 11'-5" X 26'-0"SHELTER }a„ t�[TSZTUCtiAfl u11� 9 1 \ ��terna�ioTT�\s �8t�z���CONC. "�}1�•® STOOP dlt��\ � �� AM�CANTOWER" ® \\ 8505 FREEPORT PARKWAY SUITE EXISTING s 'WANG, 7X175083 ea- NEXTEL --_ (972) 999-8900 TM. \e'. / (972) 999-8940 Fox 5'-8" X 12'-1" NOEOW GEN. PAD n:;; <" ' i _ ATC SITE NUMBER: F�" ::��r � 303430 ::: SITE NAME: ::: "° TYBEE ISLAND, PROPOSED ::' "�,• :.':::.'\ ,.�::::, \,'!--,14-74,11 , ;•.:••: EXISTING \ 10' X 1T .�:n\..' ,\� .,.��, ;;:�;;.. SPRINT NEXTEL GA CONC. PAD ...'. ----- , &:',;;:14:::::::::' ..• ..• ...,: 10' X 20' T N. •• •• SHELTER ,� •�.. �, \ SITE ADDRESS: \ \ ® CONC. N.5 \\ TYBEE 8SLANDH GA 31328 \ c� \ -\.. '\\ STOOP \\ �O \-\ •C. \.\ \\ \\ S TER. , . \ \ \ 4 a� o \ '� \ ' \\ PROPOSED \� \� * No. PESIONA \ �/ AT&T ICE BRIDGE �5 PROFESSIONAL■ la \ •• / EXISTING \\ ■ ,e -o % '. FENCE TO BE \ ∎■ t,,i- n ,e.'1' -,./ •o t •F •-'' REMOVED BY AT&T \ ■■ R �v 13 -o 0 Op 14�°f `'0 ` OS�O�pg� \\ o on�rrN BY: �n 0 O, eik \\ o/\4 �, CHECKED BY: SAE �i0. 'L ;1N \ N� • GATE DRAWN: D-13-09 \�. 1.- DATE SAO 1,�06 \\ QU °y JOB N0: 435260K6 tip, oQO o \ SHEET TTtLE La o la PSG yip' \∎■■ W Ok `ty` Q�OQOSE ri' \'\ ■`��� �' SITE PLAN SCALE: 1' = 10'-0" (11X17) —.. SHEET NUMBER: REV. # SCALE 1" = 5'-0" (24X36) 0- 1 0 NOTE: VERIFY MOUNT AND ASSOCIATED HARDWARE AGAINST APPROVED B.O.M. ;,;;;;;;;1111 SECTOR ANTENNA, TYP. at&t g SITE NUMBER: 410-358 EXISTING SPRINT NEXTEL ANTENNAS 0 /ELEV. 150'-0" A.G.L. -J 8 PROPOSED PANEL Is TOP OF EXISTING MONOPOLE Z ANTENNA (TYP) m ,,,m °F ELEV. 146'-0" A.G.L. $ MIAICpMN OPIL E IMMO A AE TOP JUMPER CABLE, TYP. WPM ORE KO TM E �NIIAmr PUREATIM =\`�_ ice.. ENL'@ A AIIIBI�M�I II MOI MON TOREN COOPOROON NIX TO MBE EXISTING SOUTHERN COMM. °` ' TMA TYP. (WHERE APPUCABLE) NNyj raw ANTENNAS * ry •t '1�+> MEN NO NAIL COW AIM 1NEN gm ' OWL COMOWE ELEV. 132' 0" A.G.L. - PIP 0 LERA ME OWBICE _TOP OF PROPOSED ANTENNAS unman, - MAIN COAXIAL CABLE, TYP. n EXISTING ELEV. 124'-2" A.G.L. "" MONOPOLE PROPOSED AT&T (6) ANTENNAS, ��' �• (12) RCU AND (12) NA 4414 .� �WITH RAD CENTER 0 122' A.G.L. �1 7?�, ITH AZIMUTHS 0',_120' AND 240' 0 a' ;a- SURGE ARRESTOR, TYP. AMMAN TOWER° ® _ std KIOTE. : - BOTTOM JUMPER CABLE, TYP. 8505 FREEPORT PARKWAY SUITE 135 `� IRIANG, TE if97GI -A3'*t A-t-tAc MEJ. 1, DE1(tc.E.s Q- DIPLEXER (WHERE APPLICABLE) 972) ! 8900 Tei. ANTENNA PLAN 972) 999-8t F°x Az '^('(7 1 €: (S' (SoM mil^((> ONOTTO SCALE BOTTOM JUMPER CABLE, TYP. ATC SITE NUMBER: LOA). ® - 303430 6,1,4-0,..oce-Tor-- Is Tr:, v -U ��is-rli4G n ME: MIL __ SITE NAME: COAX TOONOPOLE PER M01J - 1,c e4 c-AP ,c ( �ev,3 BTS EQUIPMENT STRUCTURAL ANALYSIS TYBEE LAND /43526023 DATED JULY A13E^1i` k- 17. 2009 SITE ADDRESS: RF CONFIGURATION COAXIAL CABLE MARKING LOCATIONS 78 VAN HORN ALPHA BETA GAM MA TAPE TAG LOCATIONS TYBEE ISLAND, GA 31328 CURRENT CONFIGURATION GSM UMTS/TDMA GSM UMTS/TDMA GSM UMTS/TDMA EACH TOP JUMPER SHALL BE COLOR CODED WITH ( • 1 X (1) SET OF 3" WIDE BANDS �✓ NUMBER OF ANTENNAS (TX+RX) 1 1 1 1 1 1 EACH MAIN COAXIAL CABLE SHALL BE COLOR �<t�G15TER<011 NUMBER OF FEEDLINES 2 2 2 2 2 2 CODED WITH (1) SET OF 3" WIDE BANDS NEAR THE • ANTENNA POSITION 1 5 1 5 1 5 2 X TOP JUMPER CONNECTION AND WITH (1) SET OF * No.PE033492 *'1 3/4" WIDE COLOR BANDS AT THE SURGE ARRESTOR PROFESSIONAL FEEDER TYPE (IF KNOWN) CR 50 1873 CR 50 1873 CR 50 1873 CR 50 1873 CR 50 1873 CR 50 1873 CONNECTION PE (1 5/8") PE (1 5/8") PE (1 5/8") PE (1 5/8") PE (1 5/8") PE (1 5/8") EACH MAIN COAXIAL CABLE SHALL BE TAGGED AT -� 3 X ENTRY PORT ON THE INTERIOR OF SHELTER (IF P .,�*/VGIN,E4,4, FEEDER LENGTH (FEET) 160 160 160 160 160 160 APPLICABLE) t• ANTENNA MFR KATHREIN KATHREIN KATHREIN KATHREIN KATHREIN KATHREIN EACH BOTTOM JUMPER SHALL BE COLOR CODED $J 14 81 1 ANTENNA MODEL 742215 742215 742215 742215 742215 742215 4 X WITH (1) SET OF 3/4" WIDE BANDS AT SURGE 1 ARRESTOR CONNECTION AND DIPLEXER, WHERE MUM CO ,,,D - RADIATION HEIGHT FROM GROUND (FEET) 122 122 122 122 122 122 APPLICABLE CHECKED BY: SW AZIMUTH (DEG) 0 0 120 120 240 240 EACH BOTTOM JUMPER SHALL BE COLOR CODED DATE DRAWN: a-13-09 5 X OR X WITH (1) SET OF 3/4" WIDE BANDS OR TAGGED AT I ELECTRICAL DOWNTILT (DEG) (850/1900) 8 8 2 2 2 2 BTS CONNECTION JOB NO: 435250K6 SHEET NTIE: MECHANICAL DOWNTILT (DEG) (850/1900) 0 0 0 0 0 0 NUMBER OF TMAS 2 2 2 2 2 2 TMA MANUFACTURER/ MODEL# ANDREW ETM ANDREW ETM ANDREW ETM ANDREW ETM ANDREW ETM ANDREW ETM { I�/)tf1 TOWER ELEVATION 190G-12UB 190G-12UB 190G-12UB 190G-12UB 190G-12UB 190G-12UB Ail construct on must comp y & ORIENTATION NUMBER OF RCUS 2 2 2 2 2 2 The tnteTnationl 13131,t111f CO + RCU MANUFACTURER/ MODEL# KATHREIN KATHREIN KATHREIN KATHREIN KATHREIN KATHREIN EdlttOn � t8t8 �� 8pT18 860-10025 860-10025 860-10025 860-10025 860-10025 860-10025 AT?3eT1`a'�1'1LT1'tS SHEET NUMBER: REV. # OEAST ELEVATION 1. CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN IN THE TABLE ABOVE WITH RF ENGINEER OR CONSTRUCTION MANAGER PRIOR C- 2 O NOT TO SCALE TO CONSTRUCTION 20'-0" LEASE AREA �+r� y 5" 17'-0" CONCRETE PAD 2'-7" at&t 6" 5'-6" 5'-6" 5'-6" 6" ' SITE NUMBER: 410-358 1TIEEE OIIMWI119S PROPOSED 9P N44 lIE EMNfE19 1EN ICATIO l OF 2' WIDE 24" X 24" X 12" NEW RRU 1 ARE ME EXCLAIM RIDl9R'OF AMERICM ICE BRIDGE JUNCTION BOX H—FRAME C-5 TOWER COPOR ON AND NOR USE AND (BW) WTIJCE ON MU OE IESNICIED 10 THE _ MIK SEE R IR 1101 NET ARE FIE}NIED. IMF.IERROEIICIOI OR MUd01CN IM Mr e �.._.._.._.._.._.._.._.._.._.._/ ELO .._.._.. _.._.. _ .. _.._.._ . .—. .._.. _.. —POST IN._.._.._.. _.. _..� : IERDO,NE1DlEgTNMIRf,BRRpMIm ear GROUND ' I 10 COMMON 1 PIMIS AND ERECEICEMI S SOU.ROYEI ( I I rl .1oNE�' "=.mI>,IR,""'.'0U1 \ I — — WU.=SEME RIM FADE MOE ._.,.'( RRU #9 RRU �!8 RRU #7 RRU #6 I RRU #5 I 1 RRU #4 1 I �: 111DE IIBRECR016 L J L J L J L J L J L J _♦__/' 1. I R I, I I I 1 NEW UT1U1Y 7 • 1611 or Wsl I H-FRAME E-4 m. •♦♦',--- f�lJli �teli T li 1 ♦♦♦ ( RRU #1 RRU #2 RRU #3 I-- I I_� I A 12' WIDE H-FRAME WITH 10" MAIN UNIT ORBS 35181 UMTS EQUIPMENT 48"X48"X12" NEMA 3R AM�YCAN7+0��le ( I I RBS 3518 FUTUR J I � TELCO ENCLOSURE F- ss�aee�e��e, .♦♦'( __ - 6" X 6" X 6" JUNCTION .♦♦'♦♦♦ : - BOX MOUNTED BELOW 8505 FREEPORT PARKWAY 1 THE MU (TYP) IRVIt� TX 75063♦♦♦ I / // / `, I (972) 999-8900 Fax I ■ INSTALLED / \ (972) 9 40 Fax O INSTALLED ON i r IffSE Mir Q I. ICE BRIDGE i / ___ w '; (IF REQUIRED) ,/ // ���- ATC SITE NUMBER: z �!6" I 0 303430 /J •♦� I / / / I rn SITE NAME: 0I o ��� ' �� : 200A AC PANEL 1,1 I I � TYBEE ISLAND ♦♦♦ , , I I I , I GA .♦♦1♦�♦ I / —— ✓ I J f J MANUAL TRANSFER SITE ADDRESS: -♦_♦_.I SWITCH 78 VAN HORN R SCPA I SCPA ARGUS .I TYBEE ISLAND, GA 31328 -----+II o tIF REQ'D: kIF REQ'Dj POWER PLANT N I r '.�.�.�, rM I RBS 2106 FUGURE II I &Q C' .♦♦,iJ I L——_ (GSM) GSM L--J GENERATOR PLUG N-1 c.-''' ERFO N ���.� I I I � L J H No.PE033492 .♦ '_ o PROFESSIdNAt I v `94' pis 4��b GSM JUMPER I"c PROPOSED I o S SUPPORT FRAME I 10' X 1 T I '5(/ a• al� .._.. _CONCRETE PAD ._.. _..—.._. . _.._.._ .._.._.._.._.. ._.._.._.._.. _.._.. —.._.._ .._.._.._..._..—..—� t4 DRAWN Br: AO CHECKED Bt's sAE PROPOSED 12' X 20' DATE DRAWN: 8-13-09 LEASE AREA 5" 1'-0" 4'-3" 6" 4'-3" 3'-6" 2'-6" 1'-0" 6" 2'-1" .108 NO: 43528010 SHEET TITLE: O...,"\Nj AN 111'1 5ktat()T1 must e e AUK EQUIPMENT tie 1nte� C, I a\guil 1 G Y ,tote �, �rll �ditR� n� PLAN OEQUIPMENT PLAN ��nrrt NOT TO SCALE SHEET NUMBER: REV. / 0- 3 0 8" THICK CONCRETE SLAB TOP TO BE LEVEL *1/4" SLOPE WITH #5 O 12" O.C. BOTH WAYS ° e ° ° LOWEST POINT 2" ABOVE GRAVEL COMPOUND a ° " ° g 8" THICK POURED CONCRETE ° ° SLAB POURED LEVEL 3000 at&t a °°° ° ° ° , ° ° a PSI CONCRETE O 12" O.C. BOTH WAYS °a ° ° ° ° d ° 3/4" CHAMFER ° ° / GRAVEL, MATCH EXISTING 0 8 ° 0 Q ° e o ° °4 DEPTH SITE NUMBER: 410-358 a° o 0 0 - a° e 4 ° ° _ _ U o ° ° a 4 MEE OR BS ID o ° ° a - - - - .IMM OF MIME. I ° ° ° ° ° ° ° ° ° ° ° ° } ��� .- �� • tk p Q '411. s- c 1 11£E>IClIIlYE� NIIOI�fJ.1 MOON a ° , . I _ • • • • • • • • • .• • •, • • • • _� 10�E1t COI�POIOpION MID MDR Yg/p 0 ° ° Q° ° ° ° ° ° ° a " '�� �� , ' ' . ?:� OI�ML 311E FOR '°NEIMgEn —1=7111=H I III—.III fl ELI ° ° a I—III-1 11-1 11-1 11-1 I I—i I—I I I " —I l i—I 11-1 11=111=1 11=1 11=1 11_1 MACK MD WM COMM MI WM 4 °° 4 ° °° ° 1. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL Of AtSQWII£OF ROE RESINCIMIL AL° ° ° ° ° ° ° ° ° ° 4 4 ° ° 4 ° , ° ° ° iA WITH 100% PASSING 1" SIEVE. EQUIPMENT SLAB SECTION COMPACTED SOIL TO MIN. 95% 4 4 ° ° ° ° ° ° a A-A MODIFIED PROCTOR MAX DENSITY a ° ° a° NOT TO SCALE PER ASTM Dl557 METHOD C 17'-0" LOAM AREA PAVED AREA ANIIIYCIMN? •It• (-1- EQUIPMENT SLAB PLAN 1 1/2 PAVEMENT 8 pgpd NOT TO SCALE c. NEVROMMOROZ el MI.' WARNING TAPE 8505 FREEPORT PARKWAY {GRADE SUITE 135 IRVING, TX 75063 ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE: SAW-CUT TO STRAGHT EVEN (972) 999-8900 Tel. EDGE BEFORE PAVING (972) 999-8940 Fax 1 MF-130 IIRFCT BURIAL PIPE COLUMN. 13' 4" 2 100.91 LEIS VERIFY AGAINST APPROVED xnE NC 2 WB-CY210 SAFETY GRATING 24" X 10' X 12 GAUGE 1 80.01 LBS CRICKET B.0.M. i - -i i 1 r 3 WBLB243.06 Y.ili'FXIX6UU1M:iaUIN>•.911vYolatma7:sh a 2 12.72 LBS ATC SITE NUMBER: 4 WBK2108H .:;,,:; p 1 Q '// — B" GRAVEL BASE IitXt 303430 5 GUB-4356 ,r4 Mill °I- // 4 0.83 LBS �/��i 6 WB-JB-6 1/2" J-BOLT" 4 0.49 LBS /N ���� 010 7 GWF-04 a : • : 4 0.02 LBS </ >> �`` ./•; v\ Sk° 066 SITE NAME: /s,/ /->;/- ,- / /; r, 12" 6^ �`j(�� \� � �$ 8 GWL-04 �. . ,: 4 0.01 LBS z / 9 GN-04 GALV HEX NUT 4 0.04 LBS 7 %,V;,'/,''‘''/\//,;;,/ , % %- Gd °1 \,A �\ �, psk°•3 TYBEE ISLAND, 10 WBT243.01 VERTICAL TRAPEZE SECTION 3 2.55 LBS rn /✓ QA� � A 11 W81243.02 HORIZONTAL TRAPEZE SECTION 9 2.80 LBS /" ,v \_, �\ 6 12 MT-387 0 :; ." .1 18 0.11 LBS A ,;, ��A.j �v 13 GB-03205 :•+" 9 0.08 LBS © I /,,,,,,/,,,\i�/,//%-4„\„/\//s,./,-,/,/,.,/, `/ ' / \\ �� SITE ADDRESS: 14 GWF-03 : . 9 0.02 LBS ►� >\; i \\;; „ s 15 GB-03105 : 18 0.08 LBS / /K f /\/ %\,'%'\c=«: /,<c! 78 VAN HORN 16 PC-034 •IPE CAP 3-1/2” 2 0.94 LBS A ,/ COMPACTED TYBEE ISLAND GA 31328 6'MM. ON ALL SIDES•■ '/.' 71-0 ,0,-S rER(. 4 o • SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE SERVICES SEE UTILITY AND No. PE033492 /, SITE PLANS. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE INSTALLATION W/ 0 I ; ; * ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PROFESSIONAL PULL ROPES (TYP.). ?3 v D Ott) 3 UNDERGROUND CONDUITS (ELECTRICAL/TELEPHONE) ■\9�j -;‘GIN 9* .,'' NOT TO SCALE t.•, `' '4 .1• e• . 3/8" THREADED ROD MOUNTED • © TO WAVEGUIDE BRIDGE g l{4-`�a9 �. © 7 _ NEW DIPLEXER W/ MOUNTING AD �� HARDWARE, TYP. B': P4100 13/16" UNISTRUT, TYP. Pi'`� - -_- CItECKED BY: SAE Q ----� ��-:;-��- 0000 #2 AWG GROUND LEAD TO DATE DRAWN: a-t3-o9 _ � 1D MASTER GROUND BAR OR GROUND I� >t >t _ _' toe NO: 260K6 -- 1. 1 Q RING. TYP. P'!_4 m SHEET 1Th e4 '.-.# D \ I �, o �, I DETAIL B DETAILS DETAIL A I I I I I Eli .It I.1�1.1 ~1 0.11111OZ OMEN MOM MK gg1/pY 170�1N�A M.MOIR 1.I1 OOZE MONO.A 111 I2031 OF 181711 141218114E COIlOI0m•IOM m IWL S MUM 10 M 1011F/DL MOM 110191111!Ml & 1e°KDOPE IIE WALL 110242,211.a08•e8112 A a SWIM WEL SHEET NUMBER: REV. / O oAT SIDE BRIDGE DETAILS ODIPLEXER INSTALLATION MOUNT C— 4 0 NOT TO SCALE 11'-0" RRU CABINET STD POST PROPOSED 24" LONG 2 ENDCAP (TYP.) 5'-6" 5'-6" 1/2" STD. SCH.-40 SR. ll PIPE MOUNTS (TYP. OF 4) 2 1/2" DIA. PIPE tai ATTACHED TO UNISTRUT 3' DIA X 16' UNG STD. WITH UNISTRUT PIPE ���� I n n n n n I SCHEDULE PIPE S GALVANIZED CLAMP L at&t II FUTURE RRU FUTURE RRU FUTURE RRU FUTURE RRU FUTURE RRU FUTURE RRU II PROVIDE STD. PROTECTIVE I low��, #4 #5 #6 #7 #8 #9 ENDCAPS ON ALL .' SITE NUMBER: 410-358 UNISTRUT ENDS (TYP.) DE>fE MINDS MOW.sum� 1 ME 11E DOME PROPERTY OF RRU MOUNTING BRACKET OMPORng11 MD MR USE MD I II L U U U U H P1000 UNISTRUT FRAME oMSK!RE FOR INCH MY ME MEANER to ASSEMBLY SECURE TO ,;, RE1AE,REMI00{ICIb11 OR PIIIRAlIOR IN MY 1 10" 10" 10° 10" 10" SUPPORT PIPES WITH STD. �JZ'bjK �Pe j RICO UNISTRUT STRUCTURAL PIPE ��—._ �, TONER CORP0RA=1111E 10 HERE 0o CONNECTORS OR U-BOLTS -1/ M= —I� I I SIZED PER NEED. (TYP.) �4 ��JI/� IORNO P.. OF MCETGYICE OF MBE RF311L1101R% 24" X 24" X 12" • NEMA 3R NON-METALIC ©'RU O PIPE MOUNT .... ENCLOSURE NOT T SCALE II 1 ANNIMICAN TOWER* 80 1 j_CONCRETE PAD � P\'1 \~ (t� —_ � �L� n n n n n n 1\ II L n n n n C1 OVA GOO.e / ( i\ 8505 FREEPORT PARKWAY IL- 1 Il I Q a Q 4 u. II a Il \II ��C'����t�� ` U� � t ATTACHED DIA. PIPE UNISTRUT IRVING,, 7X175083 d {'>'� \ !� 972 999-8900 TN. A a l'+ VIkel� 5tak \ ( WITH UNISTRUT PIPE ,9723 999-8940 Fax "1 \,10 en ,_ \ CLAMP MIT FRONT VIEW (TOWARD CONCRETE PAD) 4 +,e S \— ATC SITE NUMBER:•C-5 tn 303430 STD. POST 11'-0 SITE NAME: ENDCAP ( .) 5'-6" 5'-6" 1/2"PROPOSED D. CH L40G 2 dD 11 TYBEE ISLAND, 1/2" STD. SCH.-40 STL. I �i PIPE MOUNTS (TYP. OF 4) \ _ /\\ \ k GA 1 3' DIA X 16' UNG STD. �/♦ PI n n n SCHEDULE 40 GALVANIZED �.to-r�. � 4Ci-tM /�T� �'" S - + SITE ADDRESS: STRUCTURAL PIPE (TYP) " 0 S<<ET t�o {.[ v.1 L13► MAIN UNIT -'r MOUNTING BRACKET 78 VAN HORN ■ II RRU #1 RRU #2 RRU #3 RBS 3518 FUTURE 11 TYBEE ISLAND, GA 31328 PROVIDE MAIN UNIT RBS 3518 �ENDCAPS ON ALL PROTECTIVE © AIN UNIT MOUNTING PLATE DETAIL �O , UNISTRUT ENDS (TYP.) NOT TO SCALE LISTER 'l I 1 I I Q-`` Fo U H U LI H P100O UNISTRUT FRAME * No.PEO33492 * o ASSEMBLY SECURE TO 10" PROFESSIONAL 10" 10" 11" 11" SUPPORT PIPES WITH STD. ?J ti o UNISTRUT STRUCTURAL PIPE 1 1/2" 1 1/2" , 10 CONNECTORS OR U-BOLTS �� NE Q I 1 I I SIZED PER NEED. (TYP.) iv 4. ,��,�. 4��` i. PROPOSED ° 1/4 I GROUND BAR 6" X 6" X 6" JUNCTION c►IEacEO BY: SAE (TYP.) BOX MOUNTED BELOW IN DATE DRAWN: 6-13-09 THE MAIN UNIT (TYP.) \ II 1I 3 1/2" DIA. STD. PIPE ° JOB NO: 435260K6 SHEET TME: c PROPOSED CONCRETE PAD 3/4" PLATE II 11/16" 01k HOLE FOR Q LIP RRU H-FRAME _4- 2.n u L b a 4 5/8" DIA. HILTI HAS ROD I DETAILS a a a ° . a Q W/ HILTI HIT HY15O I n a ^ ADHESIVE ANCHOR N EMBEDDED 5" REAR VIEW (FROM CONCRETE PAD) SHEET NUMBER: REV. 0 • 'RU H-FRAME DETAIL ®STD. POST BASE DETAIL 0— 5 0 NOT TO SCALE NOT TO SCALE ;II \ ^\\ i'i� EXISTING TELCO IN �i�i' *„,,,,,,,,-";\\ DEMARK , , , , at&t . ..... , , �' , ** \�' - SITE NUMBER: 410-358 i' mom �' / \ E9IICNION ASA:xI* IS OF i' NE TIE MUNYE FIIOF06Y OF N OICAN 1. NEW 200A METER IN EXISTING METER GANG BOX ' , / / \ 70=CORPORA=NO TIM UK NO MO=1011.K ROWICTED 10 10 KKK OK FOR IRM 110 NE FROVRED. 2. MANUAL TRANSFER SWITCH . ,� , N PAK IS MOM 3. 200A AC PANEL � \ P 4. GENERATOR RECEPTACLE \( REAM ND 1111K 00101CT MN le 5. 48"X48"X12" NEMA 3R TELCO ENCLOSURE N lIII�COMB=FI N Fr_ BROOCE \\\ \ OF ACCIFORK OF 1I IERIIIOBONS. 6. (2) #3/0 + (1)#3/0 NEU. + (1) 14G IN \\ 2" CONDUIT FROM STUB-UP TO NEW MTS \�\ \ A 7. (2) #3/0 + (1)#3/0 NEU. + (1) 14G IN 2” CONDUIT FROM NEW MTS TO NEW 200A \\\ 1 AC PANEL \� / 8. (2) #3/0 + (1)#3/O NEU. + (1) 14G IN `\\\ \ 2" CONDUIT FROM NEW MTS TO GENERATOR \�\ EXISTING MONOPOLE A ERMANTOWeC RECEPTACLE ED \\ / S t( aa 9. 4" CONDUIT FROM STUB-UP TO NEW AT&T N :; 6505 FREEPORT PARKWAY TELCO ENCLOSURE \\\ -- \ / IRVINSGw 7X175063 10. (2) #B AWG + (1) 16 NEU. + (1) 16 AWG )\ \ :;;; 972 999-8900 TN. GROUND IN 1" CONDUIT FROM NEW 200A AC o .; — — (972) 998940 Fax PANEL TO NEW GSM CABINET NaE Nrt 11. 2 CONDUIT W/ (2) PULLSTRINGS FROM TELCO NEW DIPLEXER TRAPEZE •"�° ENCLOSURE TO NEW GSM CABINET ATTACHED TO ICE BRIDGE .44:4% \ ,......� ATC SITE NUMBER: .`::: .:a \ • .:: 303430 12. 2" CONDUIT W/ #B CONDUCTORS AND I" CONDUIT ����;\;�';�,�,\ ��`����;,� \ FOR ALARM FROM NEW 200A AC PANEL TO NEW .. •�' ,.t,.� �; .,; ;;. NEW ICE BRIDGE ARGUS CABINET ••#.',4;:%'' * ..;:\ „��;;�;!.. \ ,\... ,\,..•.•., t••..••- SITE NAME: 13. 2" CONDUIT W/ (2) PULLSTRINGS FOR (6) CATS C�.;. \ •��•�� �#Jp\;p.' CABLES FROM I NEW TELCO ENCLOSURE TO MAIN `.!'. k----.\ •;::;�:;;.•:' UNIT 3518 (ROUTED THROUGH 6"X6" JUNCTION BOX) �\ \� •'::; " \ \•,,, _ ®m \ TYBEE ISLAND, 14. 2" CONDUIT FOR DC CONDUCTORS FROM ARGUS MAIN \ `�,V... \\ GA CABINET TO NEMA 3R NON-IAETAWC ENCLOSURE ' \\�',.�A \\\\ \ C \)\-)4\ ,\• �\ S \ SITE ADDRESS: 15. 2" LIQUID TIGHT FLEXIBLE NON-METAWC CONDUIT (LFNC) \• FOR FIBER FROM MAIN UNIT 3518 TO NEMA \\� �� \ \ NON-METAWC ENCLOSURE \ :i \ •\\\ \ \ 78 VAN HORN 16. 3/4" LIQUID TIGHT FLEXIBLE NON-METTAUC CONDUIT (LFNC) `\ \\\\.. \ \\ \\� \\ \ \ TYBEE ISLAND, GA 31328 FOR DC CONDUCTORS FROM MAIN UNIT 3518 TO NEMA • \\\ \\ _ NON-METAWC ENCLOSURE \�\ ^'� �\ \ \ V �j, 17. FIBER CABLES FROM NON-METALLIC ENCLOSURE TO EACH RRU 0 \\, �\,J' w� 0 \ \\ �'T.STFR l"9 18. FOR UQUID TIGHT CONDUCTORS FROM M NON-IAETAWC ENCLOSURE TO \\\�. �t', ' \\\ \ \ EACH RRU \\ •� * No. PE033492 19. (2) #3/0 + (1)#3/O NEU. + (1) 140 IN EXISTING CONDUIT \\ 0 0 \ PROFESSIONAL ti !1111 TO STUB-UP FROM NEW METER TO NEW MTS \� \ '`// 4 20. EXISTING CONDUIT TO STUB-UP FROM EXISTING TELCO ENCLOSURE /� O \ t,_ .• �� � TO NEW AT&T TELCO ENCLOSURE 0 ' ' '"� 07 ° \ ¢leg \ DRAWN EN: AD \ CHECKED BY: SAE - \ DATE DRAWN: 8_13-09 1 JOB NO: 435260N5 5t111ationa eleC1\0 SHEET TOLE: 0 Slectc1Ga1 I e ant\ State \, GG �xy \t'n' , ELECTRICAL enu,vier PLAN Ca SHEET NUMBER REV. # 1 ELECTRICAL PLAN NOT TO SCALE E- 1 0 ........ ........0. \\,............0' atatt SITE NUMBER: 410-358 THESE OMNMU■NWOI ACOOIPRIMIM SPECIFIC:MON AM NSS OF SEIAM 1IE DUNK FMOMMOFAMMAN OOMON1 ai me um tAE NM7 MUM*lMML E MEMIECIED 70 V ORM MME FER OM MY NE MIMED. RIME IE0I1000C■1 OM FlEIpOgN IM/if FUTURE RRU'S (4-9) MEMIOO,M INRE OR M RIK M FMOMED PROPOSED MOUNTED TO BACK OF 1 EIOIPOOMEM 1 MIMI FROMM MR NOM H—FRAME NUNS��o OOI OM FRAME DI 16 MNMMi I NOWISE NO Mill 001M7 MN MI MU.aM■IRnE Nam MME MINCE of OF 1141E IMMIICIMIM. I-1 l n -J1- n -1,_- -n -_I 1- n -1T n J1- LJ n A II RRU #1 RRU #2 RRU #3 RBS 3518 FUTURE RRU RRU RRU RRU MAIN UNIT RRU RBS 3518 RRU #4 #5 #6 #7 #8 #9 /1NIIIIYCAN TOIIVIIIr 0 I Li PROPOSED r r Li-[ r r I ' T-1 I-7 JUMPERS (TYP.) S°hf aQ ad L " s LJ I " LJ LJ Li U Li GSM CABINET ARGUS CABINET Ill s 8505 FREEPORT PARKWAY SUTE PROPOSED FIBER IRVING, TX 175083 CABLE TO EACH RRU. ....A (972) 999-8900 Tel. l∎��■■I ■■ I (972) 999-8940 Fax "M lar 3/4" DIA. LIQUID ID ��i TIGHT NON-METAUC ................■■■ ATC SITE NUMBER: CONDUIT (LFNC) FOR Z Z DC CONDUCTORS TO 303430 EACH RRU H I SITE NAME: 24" X 24" X 12" JUNCTION BOX TYBEE ISLAND, MOUNTED TO BACK n n OF FRAME n n n n GA J PROPOSED PULLSTRINGS(1) 2" TELCO FOR (6)CONDUIT CAT 5 B W/ " X 6" X 6" JUNCTION CABLES FROM NIU. (WITHIN TELCO THE MAIN UNIT (TYP.)BOX MOUNTED BELOW SITE ADDRESS: ( Z ENCLOSURE). TO 3518 MAIN UNIT 78 VAN HORN (ROUTED THROUGH 6" X 6" JUNCTION PROPOSED (1) 3/4" LIQUID TYBEE ISLAND, GA 31328 / BOX ON RRU FRAME.) TIGHT FLEXIBLE NON-METALLIC \ CONDUIT (LFNC) FOR DC CONDUCTORS +- PROPOSED (1) 2" LIQUID ISV�ST �i�O 2 - TIGHT FLEXIBLE NON-METALLIC �,7 GI F CONDUIT (LFNC) FOR FIBER �` * No. PE033492 * PROPOSED (1) 1" POWER CONDUIT PROPOSED (1) 1" CONDUIT FROM PROPOSED (1) 2" LIQUID TIGHT PROFESSIONAL FROM THE GSM CABINET TO ARGUS CABINET TO PROPOSED FLEXIBLE METALLIC CONDUIT PROPOSED AT&T AC PANEL AT&T TELCO BOX FOR ALARM. (LFMC) FOR DC CONDUCTORS , " y FROM ARGUS CABINET TO NEMA , ■ ��.�E. Nt . ,�, PROPOSED (1) 2" CONDUIT FROM PROPOSED (1) 2" POWER CONDUIT 3R NON-METALLIC ENCLOSURE. ••,a..•, 4 THE GSM CABINET TO PROPOSED FROM ARGUS CABINET TO ,, AT&T TELCO BOX FOR Ti & ALARM PROPOSED AT&T AC PANEL. PROPOSED (1) 2" TELCO CONDUIT W/ (2) % 14404 PULLSTRINGS FROM NIU, (WITHIN TELCO ENCLOSURE), TO 3518 MAIN UNIT LOCATION DRAWN BY: AD (ROUTED THROUGH 6" X 6" JUNCTION BOX I}�fid� 5 TC1ll�fi CHECKED BY: SAE ON RRU FRAME) FOR FUTURE CABLES � � llanS 1.,,tc` DATE DRAWN: 8_13 fi' 1 ,� �fi l-[h at i,00 A Stale JOB NO: 4352601(6 COMP\V €2010 Sd T MIL: ii asst 116 (;!15"41 ELECTRICAL & OELECTRICAL & FIBER SCHEMATIC FIBER SCHEMATIC NOT TO SCALE NOTE: 1. (3) OF (9) TOTAL RRU EQUIPMENT CABINETS TO BE INSTALLED SHEET NUMBER REV. 2. SCHEMATIC ABOVE IS DIAGRAMATICAL ONLY. REFER TO SITE PLAN FOR ACTUAL PLACEMENT OF EQUIPMENT ON H-FRAME E- 2 0 \\ 1. #2 AWG S BARE TINNED COPPER GROUND RING 24" \ BELOW GRAVE. / 2. INSTALL A #2 AWG SOUD BARE TINNED COPPER GROUND \1 EXISTING MONOPOLE CONDUCTOR BETWEEN NEW EQUIPMENT GROUND RING AND I NEW EQUIPMENT. (EXOTHERMICALLY WELDED). \'\\\111111.0"�"%%JJII i 3. PROVIDE A #6 AWG STRANDED GREEN INSULATORS FROM r \ EXISTING GROUND RING RRU TO RRU GROUND BAR. aTtal� 4. PROVIDE #6 AWG STRANDED GREEN INSULATORS FROM MAIN \ UNIT 3516 TO RRU GROUND BAR. \ . �: ---5. - / GROUND BAR (TYPICAL) 5. PROVIDE A #2 AWG SOUD BARE TINNED COPPER WIRE FROM RRU GROUND BAR TO NEW EQUIPMENT GROUND RING. Ie�71� (EXOTHERMICALLY WELDED). g•44'��� \ 6. 5/6". X 10' LONG COPPER CLAD STEEL GROUND ROD (TYP.) SITE NUMBER: 410-358 / M1- • N 7. GROUND ROD WITH INSPECTION WELL (LW.) • ►1�:1/ / 8. PROVIDE #2 AWG SOLID BARE TINNED COPPER GROUND WIRE *� ►11111 / FROM NEW EQUIPMENT TO GROUND RING PER OFIMEI jN / 1r • MANUFACTURER'S SPECIFICATIONS. MOM=ER CO ORO ttt7tlOM 1011E / X1: 11 / 9. BOND ALL SI tEL POSTS FOR H-FRAME TO GROUND RING COWL ME MR MY ME MOWED. /1 :1► • WITH #2 AWG SOLID BARE TINNED COPPER WIRE USING oR rwt1. 1"/f NIY • + nag EXOTHERMIC WELDS AT 6" ABOVE GRADE OR FOUNDATION, ear 011 � -t�m1 11 • WHICHEVER IS HIGHER. APPLY COLD-GALV AFTERWARD. NOM CI MpmM M t MODS •\ / eiril {-� 1 O EXOTHERMICALLY WELD OTHER END OF LEAD TO EXISTING IN111 Mi8110�11 PECIF Cm11pM11oN \ 0 • :;/m./ / EQUIPMENT GROUND RING. NOME MO rat aalarr tIIH um • -e..1% 1111 10. BOND NEW EQUIPMENT GROUND RING TO TOWER GROUND SOL COMMON POW ME moo 40�r . Ala//a / RING (LYP. OF 2 PLACES) OF/001PVICE OF WOE M31111:10M Afi��� • /• j41���1 11. BOND EACH ICE BRIDGE SECTION TOGETHER WITH #2 AWG 1 4040 �� j 1` SOUD BARE TINNED COPPER GROUND WIRE JUMPERS, BOND `°` 1�1 %IVis� \ /j j1�1�1�i� J• FIRST AT AND LAST POST TO GROUND RING. 411171 44,1 4, ' © / +,j1,1111p� /' ' A '44041 � �1,. • 111 /' j��11111� ' �111111i' ',ale 11 /. jI11r 111∎ /. j�+11���� ��• •1�% \ ./ ,j1e111�11�./' GROUNDING NOTES: AM�11CAN7+D ER* j1 11 •/ I11 1111: v jl11�arl -' � �•In j�111�11� /. v��111 �. �Ir. . /J jit11//e11:-• 1. GROUNDING SHALL COMPLY WITH NEC ARTICLE 250.•d011r t j �� ��� 1, • / x111111,/ 2. EQUIPMENT CONTRACTOR SHALL GROUND COAXIAL CABLE V1 11 �` '�11� 1111" / 8505 FREEPORT PARKWAY / X1111 . .VII I∎ x11111 .1i / SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS SUITE 135 Cf 111 _ � 1�p111r►j111111�'� /' COAX CABLE GROUNDING KITS. IRHNG, TX 75063 X11: •�i1M'Rl1 1111i� • c97z 999-8900 T.I.•. - -- 1�► 11 1� /' 97a 999-8940 Fax 1�j 1,M� 3. BURIED GROUND RING SHALL BE #2 TINNED COPPER BARE Ma Ng \ • t Vii;`�:itu.IP' WIRE. ALL OTHER GROUNDING TO BE #2 BARE WIRE OR \ ` © % !„ �ilp�j\ 4( AS SHOWN IN DWG. ATC SITE NUMBER: \ \ ( ) \ i \ \ ` v' 4. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST .\ •'\ 40;\ '•\ \ ` \ 0 AND STRAIGHTEST PATH POSSIBLE. EXCEPT AS OTHERWISE 303430 _ INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT \ © \ \ \ A RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS• .\ \ \ . \ \ BENDS. SITE NAME:• \ \. / �\ \\ O \ - %.. \ \ \ 5. ALL GROUND CONNECTIONS SHALL BE CADWELD. TYBEE ISLAND, 1� •.\i \ INSTALLATION SHALL CONFORM TO MANUFACTURER'S• �-• \ \ �� v ". \ REQUIREMENTS. DO NOT ALLOW BARE COPPER WIRE TO BE GA \ \ \ \\ \ / �.� \ \ 0 IN CONTACT WITH GALVANIZED STEEL. \ \ \\ �" / .�/ \ \ \• 6. BOND ANY METAL OBJECTS WITHIN 7 FEET OF BTS SITE ADDRESS: \ ••\ �� /<���/\\\>-- \ EQUIPMENT TO GROUND RING, INCLUDING FENCE POSTS. 78 VAN HORN \ V \ \ \ 7. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE TYBEE ISLAND, GA 31325. •\ \ •\ \\ 1O MAIN GROUPS: • SURGE PRODUCERS (COAXIAL CABLE GROUND `tip \ .--\ •'L \. KITS, TELCO AND POWER GROUND OR SURGE '\ '\ . -,' \ '.\_ PROTECTOR) t�q GIS TER � I \ \ \ SURGE ABSORBERS (GROUNDING, ELECTRICAL °� 4� 4:9:2:7 \ \ / \ RING OR BUILDING STEEL) \ \ \ NON-SURGE OBJECTS (EGB GROUND IN 875) * PROFESSIONAL * i •\. © / / \ 8. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH .�, , \ \ w • /' \ TWO-HOLE COPPER LUGS WITH LOCK OR STAR WASHERS � v\ \/ i / \ / / AND GROUND BAR.EQUIVALENT PLACED BETWEEN CONNECTOR a�j'�:T^E�4 f i �,t \ �; / /• NEW UTILITY H-FRAME ' f° • 9. THE GROUND ELECTRODE SYSTEM, SHALL CONSIST OF ¢(• \ CO + I ••/ / DRIVEN GROUND RODS UNIFORMLY SPACED AT 8'-0" 0 \ \ •7 ( / •\ / O MINIMUM AROUND CELL SITE. THE GROUND RODS SHALL %, • .)1A. BE 5/8" X 10'-0" COPPER CLAD STEEL. THE RODS DRAWN �' AD Ct•- v . \ /• SHALL BE INTERCONNECTED WITH #2 TINNED COPPER CHECKED BY: � \ \ .11/r GROUND WIRE BURIED A MINIMUM OF 1 FOOT BELOW THE DATE DRAWN: 8-13-09 •\ •�. / O �� k,,00 SURFACE OF THE SOIL JOB NO: 4352601(8 / O e�''O \�\ 10. MEASURED GROUND RESISTANCE SHALL BE 5 OR LESS. SHEET TITLE: �1 svo. uypc� }��y'�� NOTIFY ENGINEER IMMEDIATELY IF RESISTANCE IS ABOVE 5. \c'� r SN+3e *� 11. LOCATE MAIN LINE GROUND 12"-18" BEHIND CONNECTORS. GROUNDING PLAN �� it r=4' DETAILS 12. USE THE GROUND JUMPERS BETWEEN GRIPSTRUT BRIDGE SECTION OF ICE BRIDGE, & 1 JUMPER FROM THE C`°0\e . GRIPSTRUT BRIDGE SECTION TO THE ICE BRIDGE POST 0e a6t- CLOSEST TO THE BTS. Ok 13. SLACK FOR STRESS RELIEF OF APPROX 3" SHOULD BE SHEET NUMBEFC REV. # O NOT TO SCALE GROUNDING PLAN PROVIDED ON ALL GROUNDING CABLES MAX BEND RADIUS 12" FOR ALL CABLES. E- 3 0 TYPICALLY COAX SUPPORT SURGE ARRESTOR 2" TO 24" NOTE: DO NOT INSTALL CABLE GROUND BRIDGE (TYP) ,120" MAX.) KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE GROUND KIT (TYP) ANTENNA CABLE FROM ANTENNA 1/2" COAX JUMPER �`. CABLE• — 2 1/2'"4 MAX. y —0� •� Ft � iii i WEATHERPROOFING KIT —I ANTENNA } Y' F� ` APPROVED _ __ ` �_ I I 1 SEE NOTE 3) CABLE \ WEATHERPROOFING ■ ___' U�t_l� �' d at&t ( ) CONNECTOR ! —��^�1.•t•7 �n�� d CABLE GROUND KIT k , r!;{,/KR, (TYP) 11--' 1:x_ 1i d #6 AWG STRANDED l i� r_ ; STANDARD --- �16010El�� s1� P-.� d SITE NUMBER: 410-358 COPPER GROUND WIRE ! I I. 1 1 � GROUND KIT (TYP.) r_ I ^,I (SEE NOTE) ��� MEN owns tiff occo Mm n (GROUNDED NOTE GROUND I i• • COAX TRAPEZE \ SPEORM10N NI .05=OF IBMICE, BAR) (SEE NOTE 1 & 2) 111- CONNECTO- \ ANTENNA CABLE �� ��' (T(P) 1 NO om + NOTES., WEATHERPROOFING ■ l / TO CABLE TRAY (TYP.) EQUIPMENT CABINET 111.11. MOON 0101111E OPI CIED 10 AE KIT (TYP.) \ 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND \ mut ME FOR OM IV ME FIAIED. AND ALWAYS DIRECT GROUND WIRE DOWN TO 6 AWG -MAIN COAX M MICIL AI N FNIq;d FIICIIfIFp E71 1 K:4 UMINt101 81011 IW810M1 GROUND BAR. II*` . CIGBE GROUND BAR NEWTON, SOU.NOM 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER SIMILAR TO MOUNTED FUNS NM MI AS SUPPLIED OR RECOMMENDED BY CABLE I NEAR/BELOW ANTENNA MANUFACTURER. o #6 AWG STRANDED GREEN - #2 AWG BCW, BONDED INSULATED (TYP) 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TO TOWER ROUND BAR 1/4" X 4" X 24" TAPE SUPPLIED WITH KIT. COLD SHRINK SHALL Q WAVEGUIDE BRIDGE NOT BE USED. \ \ SUPPORT POST �\ (2) #2 AWG BTCW TO GROUNDING KIT COAX GROUND WIRE GROUND RING OCONNECTION DETAIL TO GROUND BAR AMIIIIIIICAN T1Q1wsur NOT TO SCALE O NOT TO SCALE "DO NOT DISCONNECT" (3) THREADS (MIN) TAG ON ALL GROUND FIBER OPTIC CABLE 8505 FREEPORT PARKWAY 135 ITE BAR INTERCONNECTS SU MUST SHOW ANTENNA CABLE GROUNDING AT OUTDOOR EQUIPMENT CABINETS IRVING, TX 75063 UV-RESISTANT NYLON (972) 99-8900 Tel. S/S NUT LABEL CABLE TIE NOT TO SCALE 9723 999-8940 Fax h Aar S/S SPLIT N,. 1. DISTANCE BETWEEN OUTDOOR CABINET AND WASHER SURGE ARRESTOR TRAPEZE KIT MAY VARY. S/S FLAT � �_ ��� � REFER TO EQUIPMENT ENT LAYOUT PLAN FOR ATC SITE NUMBER: 41ASHER - —'�'IC�� ®i 303430 S/S BOLT 111 111 ` ,� v � :6G SITE NAME: (1 OF 2) ® 41 UNISTRUT PIPE/CONDUIT CLAMP Nd0INS '\eG� TINNED S/SSHFL FLAT EMI ® i`•• / MANUFACTURER'S RECOMMENDATIONS \ sk't 10��,...,e,‘,0 TYBEE ISLAND, 1. ALL HARDWARE 18-8 STAINLESS STEEL. COAT ALL SURFACES FOR BOLT TORQUE. ��`0 e eSv GA WITH ANTI-OXIDATION COMPOUND BEFORE MATING. UNISTRUT ` 3 1/2" 0.D. POST �� .1\:\ i e0 e''5 2. ALL EXPOSED, EASILY ACCESSIBLE GROUND BARS SHALL BE �� \� TAGGED "DO NOT DISCONNECT". 'D. !'1, ,p1„7"....--„,-', ev SITE ADDRESS: 3. COAT ALL BARRELS WITH ANTI-OXIDATION COMPOUND BEFORE C $C '� 78 VAN HORN CRIMPING. DETAIL OCABLE TTACHMENT DETAIL e ` TYBEE ISLAND, GA 31328 / PIPE CAP (TYP) O NOT TALE 8'-0" MAX. s o 0 Q © = A:;*----:-..,,c,lsTFRFO 9 ® 7/18" i� 3/4 _'fo — _ = No. PE03ONA `'jo ° GENERATOR — PROFESSIONAL A ° o ° ° RECEPTACLE MANUAL - 200A - 48" X 48" X 12" o V V11 or o ° r — TRANSFER - AC NEMA 3R TELCO �- �4 r ° o . 0 o ° o SWITCH PANEL ENCLOSURE ���iQ �� e'�. e I° Q SEE DETNL 3 1/2" DIA. STD. - - 6'_0.. c (x.(89 LEGEND PIPE POST - - (GALVANIZED DRAWN BY: AD 1. COPPER GROUND BAR, 1/4"X 4"X 24", BY NEWTON INSTRUMENT CO. OR EQUAL. CHECKED BY: SAE HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) DATE DRAWN: 8-13-09 JOB NO: 435280(6 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL P1000HS UNISTRUT SHEET 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL ATTACHED TO PIPE CONCRETE PAD 4 POST W/ UNISTRUT 4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL /--- C5 PIPE/CONDUIT CLAMP ELECTRICAL 5. 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL v� 1------n DETAILS 4 6. INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE - . /I STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. ®UTILITY H-FRAME DETAIL SHEET NUMBER: REV.# ® ET GROUND BAR DETAIL 6 NOf TO SCALE 4 6 NOT TO SCALE 1. SECURE CABINETS TO UNISTRUT PER MANUFACTURER'S SPECIFICATION USING SPRING NUTS. E- -I" O 0 O o KEY NOTE LEGEND OEXISTING ff_MS z-' 0 O 1. EXISTING ELECTRICAL SERVICE, 800 AMP, 120/240V, 10 5 2. EXISTING MULTI-METER GANG BOX. at&t , , , 3. EXISTING TELCO DEMARK. O ' ®I® ® O 9 - NEW ITEMS SITE NUMBER: 410-358 N I L I - 4. NEW METER INSTALLED IN VACANT SOCKET BY UTILITY K� ro o o COMPANY. OF MEM °o C E a 5. MTS 200A, 120/240, 10 3 WIRE, NEMA 3R. pp �NORM D v1 O 6. AC PANEL 200A, 120/240, 10,3 WIRE, NEMA 3R W/ PIISICn MN WU.�E I W AIE -0A/2P INTERGRATED TRANSIENT VOLTAGE SURGE KE NE MINK O SUPPRESSOR. t (20 POSITION MINIMUM) reiNOD N IIIOIE OR N tlia,s MIMED 2 15 30A 4p ® 7. 200A GENERATOR RECEPTACLE. O• = FMK=TO MEE 1 • / 8. 48" X 48" X 12" NEMA 3R TELCO ENCLOSURE. MK MOM lMMIOARKS sMLL NEWly1 30A/2P 9. (2) WO + (1) #3/0 NEU. + (1) 4G IN 2" CONDUIT. p MUM TUNER „�, OKI• 10. (2) #8AWG + (1) #8 NEU. + (1) #8 GROUND IN 1"0 OONlRRIIE 11 11 f10E MK= 30A/1 P 0 OF MERE 1131MCDONS. 0 11 16 -� I 11. 2" CONDUIT W/ #8 CONDUCTORS 20A/1P 12. (3) #12 IN 3/4" 0 CONDUIT TO AREA LIGHT. 13. (3) #12 IN 3/4" 0 CONDUIT TO WP DUPLEX OUTLET. 20A/1P 14. 4" CONDUIT W/(2) PULLSTRINGS FROM EXISTING TELCO Aflik DEMARK TO NEW AT&T TELCO ENCLOSURE. ARGUS GSM 15. (2) #3/0 + (1) #3/O NEU. + (1) #4G IN 2" CONDUIT. CABINET CABINET 16. NEW Ti TRANSIENT VOLTAGE SURGE SUPPRESSOR. 13 ® n 12 AMIMUCAN TOW ' INIVOMINENEROZ 9 STIBUCTIMAIli 8505 FREEPORT PARKWAY WP DUPLEX SUITE 135 OUTLET AREA LIGHT IRVING, TX 75063 (FIELD LOCATE) (972) 999-8900 Tet. O (972) 999-8940 Fax 0 14 c(,c\ ,.\\C MI our r ,�rS'C- •<O� ''\ ‘'.3 ATC SITE NUMBER: �� \ t O„,!0 r'N 303430 � '� SITE NAME: e�6 �'� TYBEE ISLAND O RISER DIAGRAM SITE ADDRESS: 1 NOT TO SCALE 78 VAN HORN 1. ANTI-OXIDATION COMPOUND SHALL BE APPLIED TO ALL ELECTRICAL CONNECTIONS, PER s” DES WITH MIN. THRP DEC TYBEE ISLAND, GA 31328 TEST WEELL LL WITH THREADED MANUFACTURER'S INSTRUCTIONS. COVER OR APPROVED CRUSHED GRAVEL EQUIVALENT FINISHED GRADE FINISHED GRADE #2 AWG SOLID BARE TINNED COPPER EXTERIOR ro.,,AGGREGATE SURFACE GROUND RING C�1S rF(3) 2" CONDUIT TOP OF GROUND:� ∎ti je •. �ti i ti!r 4.i..f:/�/ 1 1.1►i�; :::_Y _:: o. PE0333/4" LIQUID TIGHT FLEXIBLE . . L.I ._. • •_t. =I?'�^Is'� • • •-� • l_• •"I_'I—• f NON-METALLIC CONDUIT " / /v/// " v/v/v/v/ /v y/ v / EXOTHERMIC WELD OFESSIONAL=1 I III III—III \\ \ \ am �j\/ TO GROUND ROD ti(�C) '1=1 11= =111=1' /ice/ice/ice/i/i / /// / /� /f--1 40A r r----�FOR DC CONDUCTORS TO 1 I 1=1' ") >% \ \\j \�/ \ \\\4\\j/\j\�'\\/��1 I I i LRRU- �I EACH RRU #2 AWG SOLID TINNED \\/\\�/�\\\\/\\/\/ /\/ / /// � �Q .j 0-+1 _i-1 24"X24"X12" NEMA I BARE COPPER GROUND I, \/\ , \ \ \ \ \/ /\ \/\ �• •.. I y� I ( `RRU- ;w WIRE TEST LAOP \, ! �� \ GROUND ROD r I Ti 3R NON-METALLIC I r----� o o 0 \ \ \ \ \ \�\ \ \ \ ♦T i ENCLOSURE 1 I RU 31 Wr TEST LOOP TO ROD, >//\//� `//`\\/v/;/\/\//\//\//\/ jA COPPER CLAD STEEL 14 q - N S CADWELD CONNECTION /� \\�/\ // // �/ /��\ 5/8"o X 8'-O" LONG f p R I \ \\/,\ \\/\\� ROD WITH MINIMUM % ��(0 1 ♦ ; (RRU #41 ` /j /�/��\/\\1/(\/j\��jj\%\rj/ I j�\/ DRAWN BY: AD 1-+�-- #2 AWG BARE TINNED \�; \\ \ \\�\j\�\/\\�\ I • RRU #51 SOLID COPPER WIRE i / 40A J 1 I GROUND RING GROUND RING TO ROD, \�\/\/ ��/�\/� i CHECKED BY: SAE ♦j --. J �"1 RRU #61 CADWELD CONNECTION NOTE: DATE DRAWN: 8-13-08 GROUND ROD SHALL BE DRIVEN 1 A VERTICALLY, NOT TO EXCEED 45 JOB NO: 435260K8 ♦ ■ ��e, � I RRU #7� —i 0 j � DEGREES FROM THE VERTICAL SHAT TRH ♦t �, .�r r_-„-td, 11= . 2" 01 HOLE DRILLED RRU #8J —U 8'� -�' I— 1 40A FOR GROUND RING GYP)III== 1= III ♦+ RRU 9 =III—In HE-ii GROUND RING AND 1 I III=III 1=I11=11 ELECTRICAL I 4"TO 6"t OF LOOSE GRAVEL 3/4" LIQUID TIGHT �"-"-� =111=III lil=i= GROUND ROD DETAIL DETAILS •-+ 1 FLEXIBLE NON-METALLIC _ I MAIN O L!"S (LFNC) FRO DC 1 UNIT j 5/8" DIA. COPPER CLAD NOT TO SCALE CONDUCTORS TO MAIN L_----J STEEL GROUND ROD UNIT. MAIN OT E S T WELL DIAGRAM SHEET NUMBER: REV. # 2 ODC RISER DIAGRAM UNIT SCALE: NOT TO SCALE NOT TO SCALE E- 5 0 ‘66104..i•e0 ANTENNA ANTENNA MAST at&t DM STHEAAD AMPL FER SITE NUMBER: 410-358 J ) 9 THESE 00611103 CCOMINIMO CMIIA3M OF SUN= „OW ME TIE MICt AK FNOPBNY OF AMB6Cm Er mu COMPORNgN MD TIER VIE NO • ' I 10 CABLE. 1/2 (TV) ORIMPL 9E FOR NMI i�NEPREMED. nom IETII000CIOI OR NMI:ARON IN AMY �� � IS COAXIAL CABLE GROUNDING monk N vim MEN 6R II FAIT,■I MOO PROM= �1� 'C "�0, ,�,e' ;4 KIT W/WEATHERPROOFING TIER cONNIRTI FE■UE1 1) EIERgN TONER CORPORATION ME 10 THESE RANb VBCIJ111N16 N1ML REM WAH tONEIt 1XIIIPOMION IMHOUT ' � ' \:\o\''-'a I I FIEWEICE MO WAIL COLRACT ITN TEN ANL MIME PMM FACE MOM Z 7 TTTT TfTTCT TIMTF• INSULATED m STRANDED GREEN ,,,,.... �l`ll�ill'l T GROUND BAR 4• MAIN COAXML CABLE =la= A�IC%N TOWER• s � DIPLEXER (TYP) flllJEEMEEIN L 5505 FREEPORT PARKWAY t LouT12:27 STRANDED GREENN SUITE 138 ED (TYP) IRVING, TX 75083 x 4"x 1/4• GROUND BAR 972 999-8900 Tel.SURGE ARRES OR (TYP) ICE BRI �� E TOWER 972 'AMAX CANOPY Fax GROUND CLAMP FOR GPS MOUNT JUMPER CABLE. 1/2• (rww) w/ #6 AWG GROUND LEAD POST #6 AWG STRANDED GREEN ATC SITE NUMBER: #6 AWG STRANDED GREEN 4. INSULATED (TYP) INSULATED GROUND LEAD i• _ 303430 NEW EQUIPMENT ON RRU EQUIPMENT. TIP. # M SOLID SPANNING nNNt>) H-FRAME WAVECUIOE BRIDGE SECTIONS ImI MAIN UNIT. TYP. ONLY REQUIRED IF RAD CENTER IS 200' OR SITE NAME: L ' '� TOWER GROUND TYBEE ISLAND, !• #6 AWG STRANDED GREEN -n INSULATED (TN') -L I� - - - I #2 ANC BARE SOLID (1) 24• X 4"X 1/4•GROUND BAR SITE ADDRESS: n _ 18" BELOW GRADE WINED COPPER WIRE AT -. 1I®iJI085 AT BASE OF TOWER (WARM CLIMATES) EACH END of WAVECUIDE 12 AWG BARE SOLID I1NNED 78 VAN HORN r al--11 WIRE(rep) TYBEE ISLAND, GA 31328 EXOTHERMIC WELD AT 1 GROUND Roo. r TYPE !' ��� ■ ■ - �i GIS TER 4 MASTER GROUND BAR 0 OUTDOOR GROUND ROD W/ �( FQ"g EQUIPMENT(24• X 4" X 1/41 INSPECTION SLEEVE Q' —IN — — i— AL■ —• II— — — — — — Ill- ■ — ■ — 0 — — k No. PE033492 OUTDOOR NOTE 4 TYP.. - OUTD R TO NOTE 4 tTElow MINIMUM 5/8• 0 x 6' LONG GROUND ROD (TYP). PROFESSIONAL #2 AWG SOLID BARE - -RRU GROUND BAR - = - - - - ANDOSHALL BEBE OF A MANUFACTURE SI LAR TO `15 �/ WINED COPPER WIRE (24" X 4" X 1/41 15'-0" O.C. MP) 1 THE"COPPER-CLAD" PROCESS I /"f" *GI��t�,,�Q GROUND ROD W/ NSPECTION ' 7 4 e. SLEEVE(MIN. OF 2 AROUND EXOTHERMIC WELD AT ALL i,.4 t CONCRETE SLAB) BURIED CONNECTIONS SHALL BE PARALLEL TYPE Cb 1440 #2 AWG BARE SOLID TINNED DRAWN BY: AD COPPER WIRE GROUND RING. 18•BELOW GRADE, 24"FROM CHECKED BY: SAE ANY FOUNDATIONS DATE DRAWN: 8-13-09 JOB N0: _ 4352601(6 SHEET TRLE OCOLLOCATION GROUNDING SCHEMATIC ELEVATION SCALE NOT TO LE GROUNDING • EXOTHERMIC WELD + MECHANICAL CONNECTION 2 HOLE LONG SCHEMATIC BARREL LUG 1. METALLIC SURFACES MEANT FOR GROUNDING SHALL BE PREPARED TO A BARE, BRIGHT FINISH BEFORE JOINING. A THIN LAYER OF CORROSION PREVENTIVE COMPOUND SUCH AS NO-OX-ID °A" SHALL BE APPLIED TO THE SURFACE. PAINTED SURFACES SHALL BE —GROUND CONDUCTOR GROUND ROD EXOTHERMICALLY WELDED REMOVED DOWN TO BARE METAL BEFORE JOINING WITH NO-OX. TO GROUND RING 2. UNLESS OTHERWISE NOTED, ALL MECHANICAL. CONNECTORS TO BE STAINLESS STEEL _ SHEET NUMBER: REV. # 3. ANY GROUND LEADS ROUTED ALONG TOWR TO BE SECURED WITH UV-RESISTANT TIE-WRAPS. 4. EXTERIOR CABINETS (METAW GROUND ROD W/ INSPECTION SLEEVE. ENCLOSURES) ARE EACH CONNECTED TO THE BURIED GROUND RING SEPARATELY. THESE CONNECTIONS O EXOTHERMICALLY WELDED TO GROUND RING - 0 SHOULD BE THROUGH A PVC SLEEVE IN THE CONCRETE EQUIPMENT SLAB, USING #2 AWG BARE SOUD TINNED COPPER WIRE. TABLE OF CONTENTS ,.D GENERAL REQUIREMENTS(AS REQUIRED) SUBSEQUENT COMPLETION OF PROJECT OR AS SPECIFIED. THE c) ' 'ONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE IECTAND 1)GENERAL SPECIFICATIONS CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK R��,TED WORK COMPLIES WITH ALL APPLICABLE OSHA,LOCf_,.,fATE,AND THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 1.0 GENERA REQUIREMENTS a)ALL REFERENCES TO THE OWNER IN THESE DOCUMENTS SHALL BE THE WARRANTY PERIOD. d)THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGES TO THE 2.0 MATERIALS CONSIDERED AT&T OR ITS DESIGNATED REPRESENTATIVE iii)THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR ARE TO BE EXISTING FACILITY AND INSTALLATION RESULTING FROM CONSTRUCTION 3.0 VERIFICATION. b)WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND AND GENERAL NEGLIGENCE. REPAIR ALL DAMAGES AND RESTORE FACILITY 4.0 CLEAN–UP REGULATIONS.ALL NECESSARY LICENSES,CERTIFICATES,PERMITS,ETC., DIMENSIONS AND THE LOCATION OF BURIED UTILITIES AT THE JOB SITE AND INSTALLATIONS TO THE SATISFACTION OF ATC AND THE LANDLORD AT at&t REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PRIOR TO THE COMMENCEMENT OF WORK. NO EXTRA CHARGE. NOTIFY ATC OF ANY SUCH DAMAGES PROMPTLY AND 5.0 SAFETY PAID FOR BY THE CONTRACTOR REPAIR TO 100%SATISFACTION IMMEDIATELY. iv)CONFLICTS AND OMISSIONS WHICH COULD HAVE BEEN DISCOVERED BY 6.0 STRUCTURAL STEEL NOTES c) ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE FILED VERIFICATION AND INSPECTION,WHETHER INDICATED ON THE e)CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA. SITE NUMBER: 410-358 7.0 CONCRETE SPECIFICATIONS CONTRACTOR UNLESS NOTED OTHERWISE.THE CONTRACTOR MUST HAVE CONTRACT DOCUMENT OR NOT,WILL NOT BE ENTERTAINED OR PAID. ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE REM WARM 116/CCOIPMNIO 8.0 GROUNDING SPECIFICATIONS CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO DO AFFECTED BY THE WORK UNDER CONTRACT. WORK SHALL CONFORM TO SPECP1CIMON/6 MAIM Cf MACE, d)MINIMUM BEND RADIUS OF ANTENNAS CABLES SHALL BE IN ME 11E MCLANE FlI0I90Y Of MOM 9.0 ELECTRICAL SPECIFICATIONS THAT DESCRIBED HEREIN.BY ACCEPTANCE OF THIS AGREEMENT,THE ALL OSHA REQUIREMENTS. TOWER COMMON MO 1I LIE MD ACCORDANCE WITH CABLE MANUFACTURER RECOMMENDATIONS. MOM MIL E MOI 07®10 THE CONTRACTOR ATTESTS THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND OROEML SE FOR 81Mf REF ME MIMED. 10.0 RF SPECIFICATIONS ABILITY TO COMPLETE THE WORK,THAT HE IS KNOWLEDGEABLE OF THE e)CABLE ROUTING SHOWN IS DIAGRAMMATIC. ACTUAL ROUTE OF STRUCTURAL STEEL NOTES RORK 117000UCWON ON MOWN W Mn KRIM IN ODE WORK TO BE PREFORMED AND THAT HE IS PROPERLY LICENSED AND ANTENNA CABLES SHALL BE DETERMINED IN THE FIELD. 6)STRUCTURAL STEEL SPECIFICATIONS IY ownEN POMACE MN MO�gt 10 ME MOON =ER COMMON ERE PROPERLY REGISTERED TO DO THIS WORK. 3)VERIFICATION a)THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM tl D*M1t11o1N 1OWE1l OprolYWAn INDWT MAW MO 1101M1 CROW MM lel d)THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE a)THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN TO THE LATEST AISC SPECIFICATIONS. WM MICE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB THE LOCATIONS OF ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING, b)UNLESS NOTED OTHERWISE,ALL STRUCTURAL STEEL SHALL MEET THE SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT.ALL OR STRUCTURAL ELEMENTS,AND THAT ALL REQUIRED CLEARANCES FOR REQUIREMENTS OF ASTM A36. ALL BOLTS SHALL CONFORM TO THE MANUFACTURES RECOMMENDED SPECIFICATIONS,EXCEPT THOSE INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE ATC OF ANY REQUIREMENTS OF ASTM A325 HIGH STRENGTH BOLTS. SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED CONFLICTS,THE ATC HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN A WITH. c)ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST AWS THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING e)DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF ADDITIONAL COMPENSATION. STRUCTURAL WELDING CODE. ALL WELDERS SHALL PROVIDE PROPER CERTIFICATION OF QUALIFICATION TO THE LANDLORD OR ATC PRIOR TO AMERICAN TOWER* FINISHED ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED b)THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT COMMENCING WORK AT THE SITE. OTHERWISE. CRITICAL DIMENSIONS SHALL BE CONFIRMED WITH SITE FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK STNIZWEVAIII MEASUREMENTS. VERIFY WITH ATC AS APPLICABLE. SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL d)ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE f) WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,UNLESS NOTED OF THE ENGINEER. DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH AISC 8505 FRSUPTE 13 OTHERWISE,OTHERWISE,IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS,EVEN SPECIFICATIONS. IRVING, TX 75083 c) THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER (972 999-8900 Tel. THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS. e)HOLES SHALL NOT BE FLAME CUT THROUGH STEEL UNLESS APPROVED BY (9723 999-8940 Fax AND TELEPHONE UTILITIES AND THE CONSTRUCTION MANAGER TO NM PAT g)DRAWINGS FORMING THIS SET ARE COMPLIMENTARY AND MUST BE READ CONFIRM THE SOURCE OF SERVICE PRIOR TO CONDUIT INSTALLATION. THE ENGINEER. AS ONE TOTAL DOCUMENT. DRAWINGS AND SPECIFICATIONS ARE THE THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF f) WELDS SHALL BE MADE WITH E-70XX ELECTRODES UNLESS NOTED ATC SITE NUMBER: PROPERTY OF ATC. THESE DRAWINGS WERE PREPARED TO BE SUBMITTED EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM OTHERWISE. 303430 TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE THE POWER COMPANY. g)HOT-DIP GALVANIZE ALL ITEMS AFTER FABRICATION WHERE PRACTICABLE. WITH APPLICABLE CODES. IT IS THE SOLE RESPONSIBILITY OF THE d)ACCESS TO PROPOSED WORK SITE MAY BE RESTRICTED.THE CONTRACTOR GALVANIZING SHALL BE DONE IN ACCORDANCE WITH ASTM A123,A153A, CONTRACTOR TO EXECUTE CONSTRUCTION INDICATED HEREIN ACCORDING SITE NAME: TO THE APPLICABLE BUILDING CODES. SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY,INCLUDING A153M,A653A,A653M AND ASTM G90,AS APPLICABLE. WORK SCHEDULE AND MATERIALS ACCESS,WITH THE RESIDENT LEASING h)REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND TYBEE ISLAND, h)THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, AGENT FOR APPROVAL. PAINT CONFORMING TO ASTM A780 OR BY APPLICATION OF STICK OR THICK GA EQUIPMENT,AND LABOR DEEMED NECESSARY TO COMPLETE THE e)THE ENGINEER HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. WORK/PROJECT DESCRIBED HEREIN. ANY INVESTIGATION TO DETERMINE THE PRESENCE OF ANY HAZARDOUS CLEAN AREAS TO BE REPAIRED AND REMOVE SLAG FROM WELDS. HEAT SITE ADDRESS: i) THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM ATC TO PROCEED MATERIAL INCLUDING BUT NOT LIMITED TO ASBESTOS,LEAD PAINT,AND SURFACES TO A TEMPERATURE SUFFICIENT TO MELT THE METALLIC IN STICK 78 VAN HORN WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT PCB'S WITHIN THE CONFINES OF THE PROJECT. THE ENGINEER WILL NOT OR PASTE:SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE -BEE ISL..I GA 31328 CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT ACCEPT ANY RESPONSIBILITY FOR THE ABATEMENT OR RESULTING COATED AND WIPE OFF ANY EXCESS MATERIAL. -.01111111 �� DOCUMENTS. CLAIMS FOR DAMAGES OR LOSSES AS RESULT OF THE PRESENCE OF ,'•'„ . HAZARDOUS MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIAL IS i) A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND/OR f,� �,ISTFRF \\ 2)MATERIALS DISCOVERED,SUSPEND WORK AS REQUIRED BY GOVERNING STATUES, REPLACED BOLTS. �1 '9 a)WHERE PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING AND NOTIFY ATC(AMERICAN TOWER CORPORATION). DO NOT PROCEED j) ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH * N0, PE033492 CONSTRUCTION,THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, WITH WORK UNTIL INSTRUCTED BY ATC. TO EXCLUDE THE THREADS FROM THE SHEAR PLANE. PROFESSIONAL GRADE,AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH 4)CLEAN-UP k)ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH ' 79_ ,......,.I TRANSITION. SUCH THAT THE END OF THE BOLT BE AT LEAST FLUSH WITH THE FACE OF 4' l NE 11 a)THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL b)THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT AND THE NUT. A BOLT THAT ENDS BELOW THE FACE OF THE NUT AFTER '9�,t �, 4. TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT �, ;�, MAINTAIN EXISTING CONDITIONS,EASEMENTS,PAVEMENTS,CURBING,ETC. THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL TIGHTENING WILL NOT BE PERMITTED. p I +n DURING CONSTRUCTION. UPON COMPLETION OF WORK,THE CONTRACTOR THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY OTHER CONCRETE NOTES o1�T1°61 SHALL REPAIR ANY DAMAGES THAT MAY HAVE OCCURRED DUE TO SURROUNDING AREAS TO A BETTER THAN NEW CONDITION WHILE CONSTRUCTION ON OR ABOUT THE PROPERTY MEETING THE APPROVAL OF ATC AND THE LANDLORD 7)CONCRETE SPECIFICATIONS DRAV/N 8Y: AO CHECKED BY: SAE c)ALL MATERIALS FURNISHED SHALL BE NEW AND OF GOOD QUALITY,FREE 5)SAFETY a)CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI DATE 8-13-09 FROM DEFECTS AND FAULTS AND IN CONFORMANCE WITH THE IN 28 DAYS(UNLESS SPECIFIED OTHERWISE;CONTINUOUS INSPECTION IS CONSTRUCTION DOCUMENTS.ANY AND ALL SUBSTITUTIONS MUST BE a)THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND NOT REQUIRED. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE JOB NO: 435280K8 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, SHEET TITLE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ACI 301,318,336,AND ASTM A184. 1 ENGINEER PRIOR TO INSTALLATION. BREAKAGE,COLLAPSE,ETC.ACCORDING TO APPLICABLE CODES, 3 STANDARDS,AND PRACTICES.THIS INCLUDES,BUT IS NOT LIMITED TO b)MAXIMUM COARSE AGGREGATE SIZE SHALL BE/<'. REINFORCEMENT SHALL i) THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND THE ADDITION OF TEMPORARY BRACING,GUYS,OR TIE DOWNS THAT BE NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM AND QUANTITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED MAYBE NECESSARY.SUCH MATERIAL SHALL BE REMOVED AND SHALL SPECIFICATIONS A615 GRADE 60. MINIMUM REBAR SPLICES SHALL BE 30 GENERAL NOTES AND SHALL ONLY INSTALL SAID SUBSTITUTIONS AFTER APPROVAL BY THE REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF DIAMETERS. OWNER OR THE OWNER'S ENGINEER. THE PROJECT. c)REINFORCEMENT SHALL HAVE A MINIMUM CLEAR DIMENSION ON ALL SIDES ii)ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS b) THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, OF 3"UNLESS NOTED OTHERWISE. NUMBER: REV. 1) NOTED OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS MAINTAINING,AND SUPERVISING ALL SAFETY PRECAUTIONS AND d)ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF(1)YEAR FOLLOWING PROGRAMS IN CONNECTION WITH THE WORK. G N - 1 0 PLACEMENT OF THE CONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. 'ISTANCE IS LESS THAN 150'FROM THE GROUND(NOT FOR MONOPOLES) AS NOT TO IMPEDE' TRESS OF THE PROJECT. 1. MAINTAIN TEMPERATURE OF CASE-IN-PLAN_.ONCRETE BETWEEN 50 DEGREES AND 90 ■ IRGE ARRESTOR IS PROVIDED BY OTHERS AND INSTALLED BY CONTRACTOR. CONTRACTOR i)PROVIDE CUTTING kwQUIRED TO DO THE WORK. DO NOT CUT THE STRUCTURAL.CEMENTS DEGREES F. SHALL MAKE ALL CONNECTIONS REQUIRED FOR INSTALLATIONS. WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING iv. ALL GROUNDING KITS SHALL BE PROVIDED BY OTHERS AND INSTALLED BY CONTRACTOR. APPEARANCE WITH EXISTING CONSTRUCTION. 2.DO NOT USE RE-TEMPERED CONCRETE,OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE. f.MISCELLANEOUS ITEMS TO BE CONNECTED TO THE GROUNDING SYSTEM: J)ARRANGE CONDUIT,WIRING,EQUIPMENT,AND OTHER WORK GENERALLY AS SHOWN, �.� i. ANY METAL FENCE POST WITHIN 6'OF THE GROUND RING PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT 3.TOP OF SLAB TO HAVE/<"CHAMFER ON ALL SIDES,UNLESS OTHERWISE NOTED. ii. TRANSMISSION LINE ENTRANCE HATCH DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. i atat 4.ATTACH EQUIPMENT TO CONCRETE PER MANUFACTURER'S SPECIFICATIONS. iii. METAL CABINET PARTS NOT GROUNDED BY THE INTERNAL GROUND RING WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, i)PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS iv. METAL FUEL STORAGE TANKS PREPARE AND SUBMIT DETAILED DRAWINGS/SKETCHES FOR ACCEPTANCE BY ATC. SHOWN ON PLAN. v. ANY SIGNIFICANT METAL OBJECT WITHIN 6'OF THE EXTERNAL GROUNDING SYSTEM OR ANY K)THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,BENDS, SITE NUMBER: 410-358 OTHER GROUNDED OBJECT. FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS N10s1*�� IEMNSIe�Co j)ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES vi. EXTERIOR ICE SHIELDS N 110M M OF WINCE. E. WITH AIR ENTRAINMENT AT 2%-3%BY VOLUME. MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. DE MOPE MORON O MOM vii.GENERATOR AND SUPPORT SKID OR BASE AND SWITCH COI�OItu1011 AND THEIR E NO L)SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MME k)NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE g. INSTALLATION AND TESTING: IIIMOOUCIEN OR MOON rylN1' INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE STRUCTURAL MODULAR CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT YENt70.M 11NOtE OR N IWO IS MOOED i. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE ANY MOISTURE PENETRATION INTO THE BUILDING. E1oCEM SY VIM MOtt MOW ENGINEER. TIMER SEAFOOD:IN wiz TO ESE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO FIELD CONDITIONS.' p Np SILL ISM I)ALL FRAMEWORK OFFSET TOLERANCES(PER ACI 117)TO BE CLASS A. ii. CONTRACTOR SHALL NOT COVER UP GROUNDING RING AND CONNECTIONS UNTIL AN M)UNLESS NOTED OTHERWISE,ALL CONDUCTORS SHALL BE COPPER,MINIMUM SIZE#12 AWG, MAINNEliO�iw WM 0:111110 NM 1101 INSPECTION HAS BEEN PERFORMED. COORDINATE INSPECTION WITH CONSTRUCTION WITH THERMOPLASTIC INSULATION CONFORMING TO THE NEMA WC5 OR CROSS-LINKED OW&COMM POO MCI OEM , MEMOS OF DOE issmools. m)CONSTRUCTION PROJECT MANAGER SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN MANAGER. POLYETHYLENE INSULATION CONFORMING TO NEMA WC7(TYPES THHN). INSULATION SHALL ADVANCE OF CONCRETE POURS AND SHELTER PLACEMENTS. BE RATED FOR 90 DEGREE CONDUCTOR SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. iii. PROVIDE TESTING OR GROUNDING SYSTEM AS DIRECTED BY CONSTRUCTION MANAGER. n)USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY THE h.THE MAXIMUM ALLOWABLE RESISTANCE READING SHALL BE 5 OHMS TO GROUND. IF THE N)CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT RESISTANCE OF THE ENTIRE GROUNDING SYSTEM AS MEASURED AT THE ARRESTOR BRACKET WITHOUT SPLICES. SPLICES ARE NO ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR A REQUIREMENTS. EXCEEDS 5.0 OHMS,THE ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL BE APPROVAL FROM THE ENGINEER MUST BE OBTAINED. o)USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE NOTIFIED SO THAT ADDITIONAL GROUND LOCATIONS CAN BE UTILIZED. 0)ALL CONDUITS SHALL HAVE A PULL WIRE OR ROPE. ENGINEER. I.ALL EXPOSED GROUND LEADS TO GROUND RING,PLACED IN CONCRETE,SHALL EN ENCASED IN N�jry3� �• ' "FLEXIBLE CONDUIT,SEAL TYPE OR SIMILAR. P)ALL CIRCUIT BREAKERS,FUSES,AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING o3 CJLt li&d p)IF APPLICABLE,INSTALLATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE j.ALL GROUND WIRE CONNECTIONS TO EQUIPMENT GROUND RING THAT ARE RUNNING N3(NE SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED AND A MIN.OR 10,000 AIC. MANUFACTURERS WRITTEN SPECIFICATIONS. THE ANCHOR BOLTS,DOWEL OR RODS SHALL 8505 FREEPORT PARKWAY CONFORM TO THE ANCHOR MANUFACTURER'S SPECIFICATIONS FOR MATERIAL STRENGTH, GROUND SHALL BE RUN INSIDE SEALTIGHT FLEX CONDUIT) Q)ABOVE GROUND CONDUIT SHOULD BE PVC SCHEDULE 80(UNLESS OTHERWISE NOTED). SUITE 135 k.ALL CONNECTIONS N3(NE GROUND EXCEPT CONNECTIONS TO GROUND GARS OR ARRESTOR IRVJN9 TX 75083 EMBEDMENT DEPTH,SPACING,AND EDGE DISTANCE OR AS DETAILED ON THE DRAWINGS. NO ( {972) 999-8900 Tel. BRACKET SHALL BE WITH DOUBLE LUG CONNECTORS. CONNECTIONS TO GROUND BARS& R)ALL ELECTRICAL EQUIPMENT SHOULD BE LABELED WITH PERMANENT ENGRAVED PLASTIC 1972) 999-8940 Fax REBAR SHALL BE CUR WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN LABELS. NYSE NC CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED. ARRESTORS SHALL BE CADWELD. {- I.COMPACT BACKFILL OF ALL TRENCHES ARE REQUIRED FOR THE GROUNDING RING. SITE SOIL 5)UPON COMPLETION OF WORK,CONDUCT CONTINUITY,SHORT CIRCUIT,AND FALL OF ATC SITE NUMBER: SLABS MECHANICAL VIBRATION IS REQUIRED ON ALL SLS TO REDUCE THE HONEYCOMB EFFECT, OR APPROVED STONE MAY BE USED FOR BACKFILL MATERIALS. CONTRACTOR SHALL OBTAIN POTENTIAL GROUND TESTS. SUBMIT TEST REPORTS TO PM. CLEAN PREMISES OF ALL DEBRIS UNLESS OTHERWISE DIRECTED BY CONSTRUCTION MANAGER. APPROVAL FOR BACKFILL MATERIAL TO BE USED FROM CONSTRUCTION MANAGER. RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 303430 r)THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL CONDUIT SIZES AND PENETRATION LOCATION m.CONTRACTOR SHALL PROVIDE S.S.FLAT&LOCK WASHERS AS REQUIRED FOR COMPLETE T)ELECTRICAL SERVICE:120/208 VAC 3 PHASE 4 WIRE 100 AMP OR 120/240 VAC SINGLE PHASE PRIOR TO POURING THE SLAB. INSTALLATION OF GROUND LEADS AT GROUND BUS. SITE NAME: 3 WIRE 200 AMP. GROUNDING NOTES RF NOTES TYBEE ISLAND, ELECTRICAL NOTES 8)GROUNDING SPECIFICATIONS A 10)RF SPECIFICATIONS G v a.SITE GROUNDING SHALL COMPLY WITH ATC GROUNDING STANDARDS AND LATEST 9)ELECTRICAL SPECIFICATIONS COMPANY EDITIONS. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE a)ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. SITE ADDRESS: STRINGENT THEY SHALL GOVERN. a)EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF THE PROPOSED WORK 78 VAN HORN b.GROUND RODS: TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS b)THE DESIGN IS BASED ON RF DATA SHEETS,SIGNED AND APPROVED. TYBEE ISLAND, GA 31328 FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE c)RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE i. 5/8"X 10'LONG COPPER CLAD STEEL ELECTRICAL SYSTEMS SHOWN. ii. STANDARD SPACING:10' NATIONAL ELECTRICAL CODE(NEC,NFPA 70)CHAPTER 8 6�j/ iii.TOP SHALL BE A MINIMUM OF 2'-6'BELOW BASE OF GRAVEL b)CODES AND STANDARDS OF INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND d)ALL SPECIFIED MATERIAL FOR EACH LOCATION(I.E.OUTDOORS,INDOORS,RISER,SHAFTS, lCGZSTFRFd'� ORDINANCES,UTILITY COMPANY REGULATIONS,AND APPLICABLE REQUIREMENT OF THE ni c. GROUND CONDUCTORS: LATEST EDITIONS OF: ETC)SHALL BE APPROVED,LISTED OR LABELED AS REQUIRED BY THE NEC. No. PE033492 i. #2 BARE TINNED SOLID COPPER UNLESS INDICATION OTHERWISE i) NEC NATIONAL ELECTRICAL CODE e)RADIO SIGNAL CABLE SHOULD BE SUPPORTED AT MINIMUM OF EVERY THREE(3)FEET EXCEPT j PROFESSIONAL ii. WHEN DIRECTION OF CONDUCTOR CHANGES,IT SHALL BE DONE GRADUALLY INSIDE MONOPOLES OR LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS ' / iii.ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHOEVER ii)NEMA-NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURES RECOMMEND CABLE \` �� Q. CONDUCTOR RUN THROUGH CONCRETE SLABS iii)OSHA- OCCUPATIONAL SAFETY AND HEALTH ACT SUPPORT ACCESSORIES SHALL BE USED. `��fv� td `�16, ,• iv.GROUND RINGS SHALL BE BURIED A MINIMUM OF 2'-6"BELOW BASE OF GRAVEL GROUND f)DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY RINGS SHALL BE LOCATED A MINIMUM OF 2'-0"FROM OUTSIDE EDGE OF CABINETS, iv)SBC-STANDARD BUILDING CODE n / FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING (14--( 0 0 9 TOWER FOUNDATION,AND OTHER SITE OBJECTS. c)APPLICABLE PERMITS,LICENSES,FEES,AND INSPECTIONS NEED TO BE OBTAINED AND PAID THROUGH THE COAXIAL CABLE PORT. AD d.GROUND CONNECTIONS: DRAWN BY:g)ALL FEEDER LINE AND JUMPER CONNECTORS SHALL BE 7/16 DIN CABLE CONNECTORS(OR CHECKED BY: SAE i. ALL CONNECTIONS SHALL BE EXOTHERMIC(CADWELD OR EQUIVALENT)UNLESS INDICATED d)PROVIDE ALL LABOR,MATERIAL,EQUIPMENT,INSURANCE,AND SERVICES TO COMPLETE THIS APPROVED EQUIVALENT)THAT MEETS IP68 STANDARDS. DATE DRAWN: 8-13-09 OTHERWISE. PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY ii.ALL MATERIALS USED SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS h)SUBCONTRACTOR SHALL PAINT ANTENNAS WHEN REQUIRED BY THE LANDLORD,ATC,OR JOB NO: 435260K8 OPERATIONAL TO THE SATISFACTION OF ATC AND THE LAND OWNER. SHEET TITLE: AND INSTRUCTIONS. LOCAL JURISDICTION WITH APPLICABLE AUTHORITY IN ACCORDANCE WITH ANTENNA iii.CONNECTIONS AT GROUND BARS AND SERVICE DISCONNECTION MEANS SHALL CONSIST e)SUBMIT BROCHURES FOR APPROVAL ON SERVICE DISCONNECTION MEANS AND OTHER MAJOR MANUFACTURES'SURFACE PREPARATION AND PAINTING REQUIREMENTS. OF LUGS CADWELDED TO GROUND CONDUCTOR UNLESS INDICATED OTHERWISE. SYSTEM COMPONENTS. i)CABLE SHIELDS,AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, iv.LUGS SHALL BE ATTACHED TO GROUND BARS USING STAINLESS STEEL OR HOT-DIPPED f)DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. WITHIN(10)FEET OF THEIR CONNECTORS,AND AT THE BOTTOM OF THE TOWER ABOUT(6) GENERAL NOTES GALVANIZED STEEL BOLTS,NUTS,AND LOCK WASHERS. INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE e.COAXIAL/TRANSMISSION LINE GROUNDING: g)PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. MIDPOINT OF TOWER THAT ARE BETWEEN(100)FEET AND(200)FEET HIGH,AND AT i.VERTICAL RUNS THAT ARE 200'OR LESS SHALL REQUIRE A GROUNDING KIT AT THE TOP AND INTERVALS OF(100)FEET OR LESS ON TOWERS THAT ARE HIGHER THAN(200)FEET. BOTTOM OF TOWER. h)FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A SHEET NUMBER: REV. # ii.VERTICAL RUNS THAT ARE GREATER THAN 200'SHALL REQUIRE A GROUNDING KIT(IN FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL ADDITION TO THE ABOVE)FROM THE TOP EVERY 150'TOWARDS THE GROUND UNTIL THE EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO G N - 2 0 ATLANTIC ,OCEAN :::,,„,:„.:‘,:,,,,,.::,,,,,.... , ,';',; ,,; .:..'1'.;:; ,:':,: : ;: : %>.;-,:-'. :-. '' : -'." .1-,."':::':/:-::/:?:',U;,i;i:/'1;, ,*.z.- '::1', ':,`-: TYBEE ISLAND':,:„., : ,,, :,,. ,,,,. . , ,,. . :. . ,,. .. O :„:..,. ..,: ,..,: i.. . .. „ :. . .,. . ::„:„.:,,, :i:::...:,„:.,:: ,:::: ,,: . MAGNETIC :PC'\ (P DECLINATION GP"' f: p 2•0< 0; 625 -9 ' Z 0-o 'c ' ,SITE TAYLOR Oy<< <OG ( 0 G3/ I— FOR C O i 6' - p r' 6'6' 0 I � •� < j �- v .' q-o 0 Z 0 Q i \ , VICINITY MAP o ' \--3�F�y o c 6, � �°� NOT TO SCALE Li C7 ►-- O 6' 0 / 0�.L, ° 0 \ • -7 / s� 6\ LEGEND v' O� oF`00C�13 00� 0 = POWER BOX 0 = 5/8" CAPPED REBAR SET / El = WATER METER (SMW) GRID/TRUE NORTH U = TELEPHONE PEDESTAL • = FOUND PROPERTY MARKER CONVERGENCE 3z,-9__,,. © = GAS VALVE 0 = SET PK NAIL ® = WATER VALVE = TEMPORARY BENCH MARK 0°41 \ \ y0 0 = GROUNDING ROD POB = POINT OF BEGINNING t< = FIRE HYDRANT POC = POINT OF COMMENCEMENT 0 20' 40' 60' \. �SG�O • - = LIGHT POLE POE = POINT OF ENDING NI MI MI =MI= POWER POLE A = CALCULATED POINT \ \ y = GUY ANCHOR CR) = RECORDED INFORMATION SCALE: 1" = 20' \ 1)��\ -- ROW = RIGHT-OF-WAY y • = SETBACK , I 1 k ( 1- - — — —W W = UNDERGROUND WATER / = SANITARY SEWER = STORM SEWER / \ — • • -op- • • -Op- = OVERHEAD POWER . Ls \ • to \�� \ S 0. \ ,0 PARENT TRACT POC Q ENCROACHMENT A \ PARCEL NO. 4-0021 -05-002 . 13.43' \ 6' CHAIN LINK FENCE SAVANNAH BEACH, TOO EFEREN CE ISLAND / BARB. WIRE ANDS _I , UTILITY/METER RACK \ — \ . �-�j. / 137 L.F. PARCEL NO. 4-0021 06-002 \ 3.73 ACRES± S TEMPORARY BENCHMARK CHATHAM COUNTY RECREATION " IN CONCRETE D.B. 310B, PG. 39 \ ��j�/ / X ZONED: R-1 • SHELTER(TYP)/ i ��� \ \vp ELEVATION = 16.54 a „ \ / -\\C / y 1: \ PROPANE TANK \ °°\ \ \ . / P�A.POB AS—SURVEYED 2', 21 \ POB 13.87' X 40' LEASE AREA �' L \ \ / �� \ AS-PROVIDED 0.01 ACRES± �`��' ` Q LEASE AREA _ , X` 554.8 SQ. FT.± -7,\ k** ' • , ® - 'v5\ �' �2 < q \ ICE BRIDGE(TYP) t,�� r \ j Gp PQB CENTER OF TOWER '' GRq„ \ \ �' �� 1 —STORY ' INGRESS EGRESS EASEMENT K BUILDING LAT: 32°01'25.463" NORTH \ �� \ , L=9.92'(R) BLOC CONCRETE \ 5132.7 sQ. FT.± POB LON: 80°51 '00.985" WEST , R=15.00 (R) 9 \ d? 2 - 0.12 A REST AS-PROVIDED GROUND ELEVATION: 16.6' \ BRG=N 51.29'18'' W - S 51°29 18 E(R) 23' ° �f © �� - o \ INGRESS/EGRESS EASEMENT 4.p �� o�� C LEN-9.74 (R) sr\ 1 n�0■�,2: c 6 CHAIN LINK \< GENERATOR ON N ` o S- `\, FENCE N CONCRETE PAD N \� < e �/ N v�3 \ �r� S �� °/' \ PARENT TRACT DETAIL A/C UNITS(TYP) \�\ \ � �N 0°�6, Q56" OAK L=13.64'(R) �R� •< ° NOT TO SCALE \\ `� `-0°�\3�, E R=15.00 (R) ,> X0)2 c) ./9 \ NOTE: THE AREA WITHIN THE CONCRETE _PAD i 1 BRG=S 83°30 42 W - N 83°30 42 E(R) 2.7/2 A ,, FENCED COMPOUND IS: _ �. - , �. _� 1,, 9 (R) C LEN=13.17 (R) ill, 22 2 +(I 2,043.0 SQ. FT.± - \ �R) n,00 ^°� \ �' 1 - _ \ _ \ `\� V /fi , 1 ` \\, \POE 4 ' \ 12 N e �` 5�°�2�v . '" °o t` —op . ._Q ., .,_rs---. .—oP , l° • —° .' \ POB AS-SURVEYED BRG=N 51°29'18" W(R) �M) '�'� / S • 40' X 40' LEASE AREA C LEN=22.74' R N �� ., ' PUMFj ,• 0.04 ACRES± ( ) 0 �'6'3 • 1 \ _ - - - -� /2 < STATION \ \ ,� 1600 SQ. FT.± W 5 �o 9 ' 0 �'1, � � �. � L11 �-1 - � ' � \\ • 1 °o m / ., ,, \D`'). O 6' CHAIN LINK \ FENCE 1 , " ) �w , R=35.00'(R) BRG=S 83°30'42" W(R) 4- s�. "'N° 0' oo_ \c. C LEN=30.74'(R) \ c�N �'� 1 e - e n o MEASURED RECORDED 1 �\ o= °o`0 � o LINE BEARING DISTANCE LINE BEARING DISTANCE \ \,9 L10 S 77°08'41" W 13.99' L1 N 32°32'00" W 12.41' 1 c L11 N 87°24'57" W 16.66' L2 S 57°28'00" W 40,00' o -s�� J L12 N 41°08'26" W 28.93' L3 N 32°32'00" W 40.00' , 9\‘ L13 S 58°45'14" W 30.00' L4 N 57°28'00" E 40.00' ��` L14 N 31°14'46" W 40,00' L5 S 32°32'00" E 40,00' \ L15 N 58°45'14" E 40.00' L6 N 32°32'00" W 12,41' L16 S 31°14'46" E 40.00' L7 N 57°28'00" E 20,00' \ L17 S 58°45'14" W 10.00' L8 S 32°32'00" E 12.41' L18 N 31°14'46" W 13,87' L9 S 32°32'00" E 20,00' .\ L19 N 58°45'14" E 40,00' \.8, L20 S 31°14'46" E 13,87' L21 S 58°45'14" W 40.00' ■ Work Coordinated by: Surveyor: POC 6 SHEET 07/1 of 2 AS-PROVIDED AND AS-SURVEYED (:== SMW Engineering Group,Inc. LEASE AREA AND Dote 07/96/07 INGRESS/EGRESS EASEMENT 208 Oak Mountain Circle ALTA/ACSM LAND TITLE SURVEY Dwn. By PWK 1 " OPEN TOP PIPE ASS ATJOIAL LLC Pelham,Alabama 35124 prvd. By AAK 0 (2x5)252-6985 Fax: 5 354 Owq. No. 07-0550.DWG 1264 MAIN STREET F (20 ) 20-10 .'� WALT 02451 engineering group, inc. 07-0550 REVISIONS 11/ TELEPHONE 781,8916477 FAX 781.642,0966 DESCRIPTION: DATE: Prepared For: Project Name ,. v � \\A\' TYBEE ISLAND '/Y g� A OF American Tower Project Location PART OF /. o OC" / Corporation TYBEE ISLAND, GEORGIA G 900 Circle 75 Parkway Project Address BLOCK 42, FORT SCREVEN WARD Q\ -� Suite 300 78 VAN HORN 5TH G.M. DISTRICT Atlanta, CA. 30339 CHATHAM COUNTY, GEORGIA Client Number 303430 T y • E E I S L A • 3 0 3 4 3 0 AS PROVIDED ZONING NOTE: PARENT PARCEL LEGAL DESCRIPTION CURRENT ZONING: R-1 (RESIDENTIAL) All that certain lot, tract or parcel of land situate, lying in the 5th G.M. District in the City TOP ANTENNA HEIGHT = 155.0' AGL of Tybee Island, Chatham County, Georgia, being a portion of block 42, Fort Screven Ward FRONT SETBACK: 55' FROM CENTERLINE and being more particularly described as follows: SIDE SETBACK: 15' REAR SETBACK: 30' TOP ANTENNA HEIGHT = 144.0' AGL TOP TOWER HEIGHT = 146.3' AGL Commencing at an iron road at the intersection of the western right-of-way line of Van Horn Street and the northern right-of-way line of Fort Avenue, being the point of beginning; BOTTOM ANTENNA HEIGHT = 141 .0' AGL Thence, along the northern right-of-way line of Fort Avenue, SOUTH 60°39'39" WEST a distance of 344.00 feet to a point at then intersection of the northern right-of-way line of NOTES CORRESPONDING TO SCHEDULE B: BOTTOM ANTENNA HEIGHT = 124.0' AGL [ { Fort Avenue and the eastern right-of-way line of Alger Avenue; Thence, along the eastern THE COMMITMENT FOR TITLE INSURANCE ISSUED BY AUGUSTA TITLE INC. AS FILE NO. 55947, right-of-way line of Alger Avenue, NORTH 43°28'01 " WEST a distance of 328.36 feet to a DATED MAY 14, 2007, CONTAINS THE FOLLOWING EXCEPTIONS WHICH ARE SURVEY MATTERS: : point; Thence NORTH 53°52'08" EAST a distance of 143.60 feet to a point; Thence NORTH 31°59'36" WEST a distance of 135.39 feet to a point; Thence NORTH 57°43'58" EAST a Items not listed below are standard title exceptions and/or are not matters or issues that distance of 261 .15 feet to an iron rod on the western right-of-way line of Van Horn Street; pertain to this survey Thence, along the western right-of-way line of Van Horn Street, SOUTH 32°32'00" EAST a distance of 484.75 feet to an iron rod, the said point of beginning. None listed in Schedule B - Section II Said parcel contains 162,358.56 square feet (3.727 acres). FLOOD PLAIN INFORMATION AS SURVEYED AS PROVIDED WE HAVE CONSULTED THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD 40' X 40' LEASE AREA LEGAL DESCRIPTION LEASE AREA LEGAL DESCRIPTION INSURANCE MAP AS PREPARED FOR THE CHATHAM COUNTY, GEORGIA, COMMUNITY PANEL NUMBER 1351640001C DATED JUNE 17, 2006, AND FIND THAT THE PROJECT SITE IS IN ZONE . . . A parcel of land lying in the 5th G.M. District in the City of Tybee Island, Chatham County, (AS PROVIDED BY TITLE COMPANY) A8 (100 YEAR FLOOD PLAIN - B.F.E. 14'). Georgia, being a portion of Block 42, Fort Screven Ward and being more particularly All that certain lot, tract or parcel of land situate, lying and being in the 5th G.M. District in described as follows: P Y 9 9 the City of Tybee Island, Chatham County, Georgia, being a portion of Block 42, Fort Screven LATITUDE & LONGITUDE: Commencing at a 1 " open top pipe found at the intersection of the Western Right-of-Way Ward and being more particularly described as follows: line of Van Horn Street and the Northern Right-of-Way line of Fort Avenue; thence along LATITUDE AND LONGITUDE OF EXISTING TOWER IS the Western Right-of-Way line of Van Horn Street, North 32 degrees 32 minutes 00 seconds Commencing at an iron rod at the intersection of the Western Right-of-Way line of Van BASED ON THE NAD 1983. West, a distance of 194.57 feet to a point; thence S 56°32'34" W leaving said Right-of-Way Horn Street and the Northern Right-of-Way line of Fort Avenue; thence along the Western LATITUDE: 32°01 '25.463" _ line for a distance of 79.25 feet to a point; thence S 77°08'41 " W for a distance of 13.99 Right-of-Way line of Van Horn Street, North 32 degrees 32 minutes 00 seconds West, a distance of 204.69 feet to a point; thence departing said Right-of-Way, South 57 degrees LONGITUDE: 80°51 '00.985" feet to a point; thence N 87°24'57" W for a distance of 16.66 feet to a point; thence N 28 minutes 00 seconds West, a distance of 82.92 feet to a point; thence along a curve to MONOPOLE TOWER 71°18'57" W for a distance of 117.81 feet to a point; thence N 41°08'26" W for a distance the right, having an arc length of 13.64 feet and a radius of 15.00 feet, South 83 degrees BASIS OF BEARINGS: of 28.93 feet to the Point of Beginning; thence S 58°45'14" W for a distance of 30.00 feet 30 minutes 42 seconds West, a distance of 13.17 feet to a point; thence North 70 degrees NORTH AMERICAN DATUM (NAD83) to a point; thence N 31°14'46" W for a distance of 40.00 feet to a point; thence N 26 minutes 36 seconds West, a distance of 121 .79 feet to a point; thence along a curve to 58°45'14" E for a distance of 40.00 feet to a point; thence S 31°14'46" E for a distance the right, having an arc length of 9.92 feet and a radius of 15.00 feet, North 51 degrees LATITUDE AND LONGITUDE VALUES FOR THE CENTER of 40.0 feet to a point; thence S 58°45'14" W for a distance of 10.0 feet to the Point of 29 minutes 18 seconds West, a distance of 9.74 feet to a point; thence North 32 degrees OF THE TOWER ARE ACCURATE TO WITHIN 50± FEET - Beginning. Said above described parcel contains 0.04 acres or 1600 square feet, more or 32 minutes 00 seconds West, a distance of 12.41 feet to a point; the POINT OF BEGINNING; HORIZONTALLY. ELEVATION DATUM IS ACCURATE TO less. THENCE South 57 degrees 28 minutes 00 seconds West, a distance of 40.00 feet to a WITHIN 20± FEET VERTICALLY. point; thence North 32 degrees 32 minutes 00 seconds West, a distance of 40.00 feet to a point; thence North 57 degrees 28 minutes 00 seconds East, a distance of 40.00 feet to a point; thence South 32 degrees 32 minutes 00 seconds East, a distance of 40.00 feet to a ELEVATION DATUM AS SURVEYED point, the said POINT OF BEGINNING. TOWER TYPE: MONOPOLE NOTE: AGL = ABOVE GROUND LEVEL GROUND ELEVATION = 16.6' 13.87' X 40' LEASE AREA LEGAL DESCRIPTION Said parcel contains 1 ,600 square feet (0.04 acre) ALL ELEVATIONS ARE BASED ON NAVD 1988 DATUM. A parcel of land lying in the 5th G.M. District in the City of Tybee Island, Chatham County, P y g y y The parcel as a whole is bounded on all sides by lands now or formerly of the City of GROUND ELEVATION: 16.6' \ / _ Georgia, being a portion of Block 42, Fort Screven Ward and being more articular) TYPICAL V 0 \ 0 P 0 L= g g p g particularly Tybee Island, Georgia. STRUCTURE HEIGHT: 146.3' AGL described as follows: ELEVATION OF TOP OF TOWER: 162.9' ELEVATION OF HIGHEST POINT: 171.6' I 0 W -R -L- VA 110 \ Commencing at a 1 " open top pipe found at the intersection of the Western Right-of-Way ELEVATION OF TOP OF ANTENNA No. 1: 171.6' NOT TO SCALE line of Van Horn Street dnd the Northern Right-of-Way line of Fort Avenue; thence along the Western Right-of-Way line of Van Horn Street, North 32 degrees 32 minutes 00 seconds AS PROVIDED ELEVATION OF CL of Mounting No. 1: 160.1' West, a distance of 194.57 feet to a point; thence S 56°32'34" W leaving said Right-of-Way ELEVATION OF BOTTOM OF ANTENNA No. 1: 157.6' p g g Y INGRESS/EGRESS EASEMENT LEGAL DESCRIPTION ELEVATION OF TOP OF ANTENNA No. 2: 160.6' line for a distance of 79.25 feet to a point; thence S 77°08'41" W for a distance of 13.99 ELEVATION OF CL of Mounting No. 2: 143.1' feet to a point; thence N 87°24'57" W for a distance of 16.66 feet to a point; thence N g (AS PROVIDED BY TITLE COMPANY) ELEVATION OF BOTTOM OF ANTENNA No. 2: 140.6' 71°18'57" W for a distance of 117.81 feet to a point; thence N 41°08'26" W for a distance of 28.93 feet to a point; thence S 58°45'14" W for a distance of 30.00 feet to a point; All that certain lot, tract or parcel of land situate, lying and being in the 5th G.M. District in thence N 31°14'46" W for a distance of 40.00 feet to the Point of Beginning; thence N the City of Tybee Island, Chatham County, Georgia, being a portion of Block 42, Fort Screven 31°14'46" W for a distance of 13.87 feet to a point; thence N 58°45'14" E for a distance Ward and being more particularly described as follows: SURVEYOR NOTES of 40.00 feet to a point; thence S 31°14'46" E for a distance of 13.87 feet to a point; thence S 58°45'14" W for a distance of 40.00 feet to the Point of Beginning. Said above Commencing at an iron rod at the intersection of the Western Right-of-Way line of Van 1 . This is a Topographic & Lease Parcel Survey, made on the ground under the supervision described parcel contains 0.01 acres or 554.8 square feet, more or less. Horn Street and the Northern Right-of-Way line of Fort Avenue; thence along the Western of a Georgia Registered Land Surveyor. Date of field survey is July 2, 2007, 2. The following surveying instruments were used at time of field visit: Nikon NPL-352, Right-of-Way line of Van Horn Street, North 32 degrees 32 minutes 00 seconds West, a distance of 184.69 feet to a point, the POINT OF BEGINNING; thence departing said Total Station, Reflectorless and Hiper + Legacy E RTK, GD 1HZ. Right-of-Way, South 57 degrees 28 minutes 00 seconds West, a distance of 82.92 feet to 3. Bearings are based on Georgia East State Plane Coordinates NAD 83. a point; thence along a curve to the right, having an arc length of 31 .82 feet and a radius 4. No underground utilities, underground encroachments or building foundations were AS SURVEYED of 35.00 feet; South 83 degrees 30 minutes 42 seconds West, a distance of 30.74 feet to measured or located as a part of this survey, unless otherwise shown. Trees and shrubs INGRESS/EGRESS EASEMENT LEGAL DESCRIPTION a point; thence North 70 degrees 26 minutes 36 seconds West, a distance of 121 .79 feet not located, unless otherwise shown. to a point; thence along a curve to the right having an arc length of 23.16 feet and a 5. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum with an An easement lying in the 5th G.M. District in the City of Tybee Island, Chatham County, radius of 35.00 feet, North 51 degrees 29 minutes 18 seconds West, a distance of 22.74 established elevation of 6 feet, (1 .7 meters), PID CK6182. Onsite benchmark is as shown Georgia, being a portion of Block 42, Fort Screven Ward and being more particularly feet to a point; thence North 32 degrees 32 minutes 00 seconds West, a distance of 12.41 hereon. Elevations shown are in feet and refer to NAVD 88. described as follows: feet to a point; thence North 57 degrees 28 minutes 00 seconds East, a distance of 20.00 6. This survey was conducted for the purpose of a Topographic & Lease Parcel Survey feet to a point; thence South 32 degrees 32 minutes 00 seconds East, a distance of 12.41 only, and is not intended to delineate the regulatory jurisdiction of any federal, state, Commencing at a 1 " open top pipe found at the intersection of the Western Right-of-Way feet to a point; thence along a curve to the left having an arc length of 9.92 feet and a regional or local agency, board, commission or other similar entity. line of Van Horn Street and the Northern Right-of-Way line of Fort Avenue; thence along radius of 15.00 feet, South 51 degrees 29 minutes 18 seconds East, a distance of 9.74 7. Attention is directed to the fact that this survey may have been reduced or enlarged in the Western Right-of-Way line of Van Horn Street, North 32 degrees 32 minutes 00 seconds feet to a point; thence South 70 degrees 26 minutes 36 seconds East, a distance of 121 .79 size due to reproduction. This should be taken into consideration when obtaining scaled feet to a point; thence along a curve to the left having an arc length of 13.64 feet and a West, a distance of 194.57 feet to the Point of Beginning of an Ingress/Egress Easement P 9 9 9 data. being 20 feet in width and lying 10 feet each side of the following described centerline; radius of 15.00 feet, North 83 degrees 30 minutes 42 seconds East, a distance of 13.17 8. This Survey was conducted with reference to a Title Commitment prepared by Augusta thence S 56°32'34" W leaving said Right-of-Way line for a distance of 79.25 feet to a feet to a point; thence North 57 degrees 28 minutes 00 seconds East, a distance of 82.92 Title Inc., File No. 55947, dated May 14, 2007. feet to a point on the Western Right-of-Way line of Van Horn Street; thence along said 9. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the point; thence S 77°08 41 W for a distance of 13.99 feet to a point; thence N 8T24'57"57 W Y Y Right-of-Way, South 32 degrees 32 minutes 00 seconds East, a distance of 20.00 feet to centerline of the tower are accurate to within +/- 50 feet horizontally and to for a distance of 16.66 feet to a point; thence N 71°18 57 W for a distance of 1 17.81 proposed /- Y a point, the said POINT OF BEGINNING. within +/- 20 feet vertically (FAA Accuracy Code 2C). feet to a point; thence N 41°08'26" W for a distance of 28.93 feet to the Point of Ending. 10. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Said above described easement contains 5132.7 square feet or 0.12 acres, more or less. Said parcel contains 5,127.74 square feet (0.12 acre) Board for a Class "A" Survey. 11 . Field data upon which this map or plat is based has a closure precision of not less The parcel as a whole is bounded as follows: on the North by Van Horn Street and on the than one-foot in 15,000 feet (1 ':15,000') and an angular error that does not exceed 10 East, South and West by lands now or formerly of the City of Tybee Island, Georgia. seconds times the square root of the number of angles turned. Field traverse was not adjusted. 12. This survey is not valid without the signature and the original raised seal of a state licensed surveyor and mapper. 13. This survey does not constitute a complete boundary survey of the Parent Tract. ALTA CERTIFICATION 14. No As Surveyed Lease Area corners were set at time of survey. 15. No parking spaces were found at time of survey. I HEREBY CERTIFY TO: AMERICAN TOWER CORPORATION, AUGUSTA TITLE INC., ITS SUCCESSORS 16. Site is not used as a solid waste dump, sump or sanitary landfill. AND ASSIGNS. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 6, 7(a), 7(b)(1), 7(c), 8, 9, 10, 1 1 (a), 13, 14 AND 16 OF TABLE Work coordinated by: Surveyor: A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND AGSM 6 SHEET 2 Of 2 AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, THE SURVEY MEASUREMENTS WERE MADE Q IN ACCORDANCE WITH THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY SMW Engineering Group,Inc. MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL Dote 07/)6/07 TOLERANCE. 2080akMountainCircle ALTA/AGSM LAND TITLE SURVEY own. By PWK ASC `ATIO\AI, LLC [� Pelham,Alabama 35124 A rvd. B AAK / 0R7,\(205)252-6985 Dwq. No.y 07-0550.DWG DATED THIS 16TH DAY OF JULY, 2007 1264 MAIN STREET engineering group, inc. Fax:(205)320-1504 PRO ESS OWALTHAM,MA 02451 07-055o REVISIONS TELEPHONE 781.893.6411 FAX 781.642. 966 DESCRIPTION: DATE: � ti i � d � WILLIAM L. OWELL ��� _'�49 L. p `'' I- GEORGIA R GISTERED NO. 7 of, Prepared For: Project Name E E ED 0. 2 86 TYBEE ISLAND lv American Tower Project Location PART OF ENCROACHMENT STATEMENT Corporation TYBEE ISLAND, GEORGIA 900 Circle 75 Parkway BLOCK 42, FORT SCREVEN WARD A COMPOUND FENCE ENCROACHES 13.43 FEET OUT OF THE AS PROVIDED LEASE AREA Suite 300 Project Address 78 VAN HORN 5TH G.M. DISTRICT Atlanta, GA. 30339 CHATHAM COUNTY, GEORGIA COMPOUND FENCE LIES WITH THE AS SURVEYED LEASE AREA AND ADDITIONAL LEASE AREA Client Number 303430