before the public service commission the … cases/2013-00351...oct 18, 2013 · verizon wireless,...

COMMONWEALTH OF KENTUCKYBEFORE THE PUBLIC SERVICE COMMISSION

In the Matter of:

THE APPLICATION OF )CELLCO PARTNERSHIP dibla VERIZON WIRELESS )FOR ISSUANCE OF A CERTIFICATE OF PUBLIC ) CASE NO.: 201 3-00351CONVENIENCE AND NECESSITY TO CONSTRUCT )A WIRELESS COMMUNICATIONS FACILITY )IN THE COMMONWEALTH OF KENTUCKY )IN THE COUNTY OF CRITTENDEN )

SITE NAME: DYCUSBURG

APPLICATION FORCERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY

FOR CONSTRUCTION OF A WIRELESS COMMUNICATIONS FACILITY

Ceilco Partnership, U/b/a Verizon Wireless (“Applicant”), by counsel, pursuant to (I)

KRS § 278.020, 278.040, 278.650, 278.665, and other statutory authority, and the rules

and regulations applicable thereto, and (ii) the Telecommunications Act of 1996,

respectfully submits this Application requesting issuance of a Certificate of Public

Convenience and Necessity (“CPCN”) from the Kentucky Public Service Commission

(“PSC”) to construct, maintain, and operate a Wireless Communications Facility (“WCF”) to

serve the customers of the Applicant with wireless communications services.

In support of this Application, Applicant respectfully provides and states the following

information:

1. The complete name and address of the Applicant: Cellco Partnership U/b/a

Verizon Wireless, having a local address of 2441 Holloway Road, Louisville, Kentucky

1

40299.

2. Applicant proposes construction of an antenna tower for communications

services, which is to be located in an area outside the jurisdiction of a planning

commission, and Applicant submits this application to the PSC for a certificate of public

convenience and necessity pursuant to KRS § 278.020(1), 278.040, 278.650, 278.665,

and other statutory authority.

3. Applicant entity is a Delaware general partnership, and a copy of an

Amended Certificate of Assumed Name on file with the Kentucky Secretary of State for

Applicant is attached as part of Exhibit A.

4. The Applicant operates on frequencies licensed by the Federal

Communications Commission (“FCC”) pursuant to applicable FCC requirements. A copy

of the Applicant’s FCC license to provide wireless services is attached to this Application or

described as part of Exhibit A, and the facility will be constructed and operated in

accordance with applicable FCC regulations.

5. The public convenience and necessity require the construction of the

proposed WCF. The construction of the WCF will bring or improve the Applicant’s services

to an area currently not served or not adequately served by the Applicant by increasing

coverage or capacity and thereby enhancing the public’s access to innovative and

competitive wireless communications services. The WCF will provide a necessary link in

the Applicant’s communications network that is designed to meet the increasing demands

for wireless services in Kentucky’s wireless communications service area. The WCF is an

integral link in the Applicant’s network design that must be in place to provide adequate

2

coverage to the service area.

6. To address the above-described service needs, Applicant proposes to

construct a WCF at 806 State Road 902 West, Fredonia, KY 42411 (37°09’40.807” North

latitude, 88°09’52.532” West longitude), on a parcel of land located entirely within the

county referenced in the caption of this application. The property on which the WCF will be

located is owned by Dan and Nancy Weaver pursuant to a Deed recorded at Deed Book

130, Page 640 in the office of the Crittenden County Clerk. The proposed WCF will consist

of a 290-foot tall tower, with an approximately 9-foot tall lightning arrestor attached at the

top, for a total height of 299-feet. The WOE will also include concrete foundations and a

shelter or cabinets to accommodate the placement of the Applicant’s radio electronics

equipment and appurtenant equipment. The Applicant’s equipment cabinet or shelter will

be approved for use in the Commonwealth of Kentucky by the relevant building inspector.

The WOE compound will be fenced and all access gate(s) will be secured. A description of

the manner in which the proposed WOE will be constructed is attached as Exhibit B and

Exhibit C.

7. A list of utilities, corporations, or persons with whom the proposed WOE is

likely to compete is attached as Exhibit D, along with a map of suitable scale showing the

location of the proposed new construction as well as the location of any like facilities

located anywhere within the map area, along with a map key showing the owner of such

other facilities.

8. The site development plan and a vertical profile sketch of the WOE signed

and sealed by a professional engineer registered in Kentucky depicting the tower height, as

3

well as a proposed configuration for the antennas of the Applicant has also been included

as part of Exhibit B.

9. Foundation design plans signed and sealed by a professional engineer

registered in Kentucky and a description of the standards according to which the towerwas

designed are included as part of Exhibit C.

10. Applicant has considered the likely effects of the installation of the proposed

WCF on nearby land uses and values and has concluded that there is no more suitable

location reasonably available from which adequate services can be provided, and that

there are no reasonably available opportunities to co-locate Applicant’s antennas on an

existing structure. When suitable towers or structures exist, Applicant attempts to co-locate

on existing structures such as communications towers or other structures capable of

supporting Applicant’s facilities, however, no other suitable or available co-location site was

found to be located in the vicinity of the site. A report detailing Applicant’s site selection

process for the subject site is attached as Exhibit E.

11. A copy of the Determination of No Hazard to Air Navigation issued by the

Federal Aviation Administration (“FAA”) is attached as Exhibit F.

12. A copy of the Kentucky Airport Zoning Commission (“KAZC”) Approval to

construct the tower is attached as Exhibit G.

13. A geotechnical engineering firm has performed soil boring(s) and subsequent

geotechnical engineering studies at the WCF site A copy of the geotechnical engineering

report, signed and sealed by a professional engineer registered in the Commonwealth of

Kentucky, is attached as Exhibit H. The name and address of the geotechnical

4

engineering firm and the professional engineer registered in the Commonwealth of

Kentucky who supervised the examination of this WCF site are included as part of this

exhibit.

14. Clear directions to the proposed WCF site from the County seat are attached

as Exhibit I. The name and telephone number of the preparer of Exhibit I are included as

part of this exhibit.

15. Applicant, pursuant to a written agreement, has acquired the right to use the

WCF site and associated property rights. A copy of the agreement or an abbreviated

agreement recorded with the County Clerk is attached as Exhibit J.

16. Personnel directly responsible for the design and construction of the

proposed WCF are well qualified and experienced. The tower and foundation drawings for

the proposed tower submitted as part of Exhibit C bear the signature and stamp of a

professional engineer registered in the Commonwealth of Kentucky. All tower designs

meet or exceed the minimum requirements of applicable laws and regulations.

17. Applicant’s Construction Manager for the proposed facility is David M. Fries

(Integrity Management), and the identity and qualifications of each person directly

responsible for design and construction of the proposed tower are contained Exhibits B &

C.

18. As noted on the Survey attached as part of Exhibit B, the surveyor has

determined that the site is not within any flood hazard area.

I 9. Exhibit B includes a map drawn to a scale of no less than 1 inch equals 200

feet that shows the location of the proposed tower and identifies every owner of real estate

5

within 500 feet of the proposed tower (according to the records maintained by the County

Property Valuation Administrator). Every structure and every easement within 500 feet of

the proposed tower or within 200 feet of the access road including intersection with the

public street system is illustrated in Exhibit B.

20. Applicant has notified every person who, according to the records of the

County Property Valuation Administrator, owns property which is within 500 feet of the

proposed tower or contiguous to the site property, by certified mail, return receipt

requested, of the proposed construction. Each notified property owner has been provided

with a map of the location of the proposed construction, the telephone number and

address of the PSC, and has been informed of his or her right to request intervention. A

list of the notified property owners and a copy of the form of the notice sent by certified mail

to each landowner are attached as Exhibit K and Exhibit L, respectively

21. Applicant has notified the applicable County Judge/Executive by certified

mail, return receipt requested, of the proposed construction. This notice included the PSC

docket number under which the application will be processed and informed the County

Judge/Executive of his/her right to request intervention. A copy of this notice is attached as

Exhibit M.

22. Notice signs meeting the requirements prescribed by 807 KAR 5:063, Section

1(2) that measure at least 2 feet in height and 4 feet in width and that contain all required

language in letters of required height, have been posted, one in a visible location on the

proposed site and one on the nearest public road. Such signs shall remain posted for at

least 2 weeks after filing of the Application, and a copy of the posted text is attached as

6

Exhibit N Notice of the location of the proposed facility has also been published in a

newspaper of general circulation in the county in which the WCF is proposed to be located.

23. The general area where the proposed facility is to be located is rural and

sparsely populated.

24. The process that was used by the Applicant’s radio frequency engineers in

selecting the site for the proposed WCF was consistent with the general process used for

selecting all other existing and proposed WCF facilities within the proposed network design

area. Applicant’s radio frequency engineers have conducted studies and tests in order to

develop a highly efficient network that is designed to handle voice and data traffic in the

service area. The engineers determined an optimum area for the placement of the

proposed facility in terms of elevation and location to provide the best quality service to

customers in the service area. A radio frequency design search area prepared in reference

to these radio frequency studies was considered by the Applicant when searching for sites

for its antennas that would provide the coverage deemed necessary by the Applicant. A

map of the area in which the tower is proposed to be located which is drawn to scale and

clearly depicts the necessary search area within which the site should be located pursuant

to radio frequency requirements is attached as Exhibit 0.

25. All Exhibits to this Application are hereby incorporated by reference as if fully

set out as part of the Application.

7

26. All responses and requests associated with this Application may be directed

to:

David A. PikePike Legal Group, PLLC1578 Highway 44 East, Suite 6P. 0. Box 369Shepherdsville, KY 40165-0369Telephone: (502) 955-4400Telefax: (502) 543-4410Email: pikelegal©aol.com

8

WHEREFORE, Applicant respectfully request that the PSC accept the foregoing

Application for filing, and having met the requirements of KRS § 278.020(1), 278.650, and

278.665 and all applicable rules and regulations of the PSC, grant a Certificate of Public

Convenience and Necessity to construct and operate the WCF at the location set forth

herein.

Respectfully submitted,

__7,- ‘/ /,_

1avIA. Pike /Pike Legal Group, PLLC1578 Highway 44 East, Suite 6P. 0. Box 369Shepherdsville, KY 40165-0369Telephone: (502) 955-4400Telefax: (502) 543-4410Email: pikelegal©aol.comAttorney for Cellco Partnershipd/b/a Verizon Wireless

9

LIST OF EXHIBITS

A - Applicant Entity and FCC License Documentation

B - Site Development Plan:

500’ Vicinity MapLegal DescriptionsFlood Plain CertificationSite PlanVertical Tower Profile

C - Tower and Foundation Design

D - Competing Utilities, Corporations, or Persons Listand Map of Like Facilities in Vicinity

E - Co-location Report

F - FAA

G - Kentucky Airport Zoning Commission

H - Geotechnical Report

- Directions to WCF Site

J - Copy of Real Estate Agreement

K - Notification Listing

L - Copy of Property Owner Notification

M - Copy of County Judge/Executive Notice

N - Copy of Posted Notices

0 - Copy of Radio Frequency Design Search Area

10

ULS license li- Srnadband LIcene VVP I UJo .o Partnersh!p

Call Sign

Status

Market

Market

Submarket

WPTB358

Active

BTA339 - Paducah-MurrayMayfield, KY

3

Radio Service

Auth Type

Channel Block

CW - PCS Broadband

Re g u Ia r

C

001895.00000000-001910.00000000001975.00000000-001990.00000000

Grant

Effective

07/28/20 11

07/28/2011

Expiration

Cancellation

08/22/2021

Buildout Deadlines

1st

Notification Dates

1st 08/18/2006

2nd

2nd

FRN 0003290673(View Ownership Filing)

Licensee

Celico Partnership1120 Sanctuary Pkwy, #150 GASA5REGAlpha retta, GA 30009-7630ATTN Regulatory

Contact

Verizon WirelessLicensing - ManagerLicensingComplia [email protected] retta, GA 30009-7630ATTN Regulatory

P:(770)797-1070F:(770)797-1036E: LicensingComplia [email protected]

P:(770)797-1070F:(770)797-1036E:LicensingComplia [email protected]

JniversaI Licensing System

FCC > WTB > ULS > Online Systems > License Search

____________

ULS License

PCS Broadband License - WPTB358 - Ceilco Partnership? HELP

New Search Q., Refine Search . Return to Results Printable Page Reference CopyLicense

MAIN

FCC Site Map

ADMIN MARKET

Dates

AssociatedFrequencies(MHz)

08/22/2006

Type Partnership

ArpIp9 icr nn\,,’I lIRAnnI IISprrhlIicpnqp iqn?licK,24C791 1)2

ULS License - US broadbend License - I b3bb - Leilco Hartnership

Radio Service Type Fixed, Mobile

Regulatory Status Common Carrier Interconnected Yes

Alien Ownership

Is the applicant a foreign government or the representative of Noany foreign government?

Is the applicant an alien or the representative of an alien? NoIs the applicant a corporation organized under the laws of any Noforeign government?

Is the applicant a corporation of which more than one-fifth of Nothe capital stock is owned of record or voted by aliens or theirrepresentatives or by a foreign government or representativethereof or by any corporation organized under the laws of aforeign country?

Is the applicant directly or indirectly controlled by any other Yescorporation of which more than one-fourth of the capital stock isowned of record or voted by aliens, their representatives, or bya foreign government or representative thereof, or by anycorporation organized under the laws of a foreign country?

If the answer to the above question is ‘Yes, has the applicantreceived a ruling(s) under Section 310(b)(4) of theCommunications Act with respect to the same radio serviceinvolved in this application?

Basic QualificationsThe Applicant answered “No” to each of the Basic Qualification questions.

Tribal Land Bidding CreditsThis license did not have tribal land bidding credits.

Race

Ethnicity Gender

ULS Help ULS Glossary-

- Online Help - Technical Support - Licensing Support

ULS Online Systems CORES - ULS Online Filing - License Search - Application Search - Archive LicenseSearch

About ULS Privacy Statement - About ULS - ULS Home

Basic Search By Call Sign SEARCH

I Wireless I I CORES HiQ I Tech Support

Federal Communications Commission Phone: 1-811-480-3201445 12th Street SWTTY: 1-717-338-2824Washington, DC 20554Submit Help Request

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COMMONWEALTH OF KENTucKYELAINE N. WALKER, SECRETARY OF STATE

0641227.07 dcornishAMD

Alison Lundergan GrimesKentucky Secretary of StateReceived and Filed:1/22/2013 1:43 PMFee Receipt: $2000

- Assistant Secretary 1/21/2012

Division of Business Filings Amended Certificate of Assumed Name MNBusiness Filings(Domestic or Foreign Business Entity)P0 Box 718

Frankfort, KY 40802(502) 56,44490www.sos.ky. gov

Pursuant to the provisions of KRS 365, the undersigned applies to amend the certificate of assumed name and, for thatpurpose, submits the following statement:

1. The assumed name Verizon Wireless(Th. llama must be Identical to the nani. on record with Ui. secrelaly of St.13

2. The certificate of assumed name was filed with the Secretary of State on:

_______________________________

3 The current principal office address (Ii any) Is:

One Veiizon Way Basking Ridge NJStreet Address or Poet Office Box Nuretrera City Stat, Zip

4. The principal office address is hereby changed to:

SfroetAddme, or Poet Office Sox Numbers - City Stata Zip

07920

5. This application wilt be effective upon filing, unless a delayed effective date and/or time is provided. The effective dateor the delayed effective date cannot be prIor to the date the application Is filed The date andior Urns Is_-

(Delayed effectiv. dataend/or tim.)

6. Thu changes in the Identity of the partners are as follows: See Addendum for Current partners

I declare under penalty of perjury under the laws of Kentucky that the forgoing Is Iwe and correct.GTE Wire tess incorporated

inatum otAplIicant Printed Name Tide

(04111)

Addendum

The full name of the Partnership is Ceflco Partnership, a Delaware general parmership composedof the following partners:

GenetalPariners ofCeilco Partnership Address

Bell Atlantic Mobile Systems LLC One Verizon WayBasking Ridge, NJ 07920

GTE Wireless Incorporated One Verizon WayBasking Ridge, NJ 07920

PCS Nucleus, LP. Denver PlaceSouth Tower999-18 Street, Suha 1750Denver, CO 80202

JV PartuerCo, LLC Denver PlaceSouth Tower999_1gtb Street, Suite 1750Denver, CO 80202

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DYCUSBURG806 SR 902 WEST

CRIHENDEN COUNTYFREDONIA, KENTUCKY 42411

PROPOSED 290 SELF-SUPPORT TOWERWITH MULTIPLE CARRIERS

U11UTY PROTEC11ON NOTE

I THE CONTRACTORS ATTENHON IS DIRECTED TO THE UTILITY PROTECHON CENTER, WHICH II WAS ESTABLISHED TO PROVIDE ACCURATE LOCATIONS OF UNDERGROUND UT1LrflES. THE II CONTRACTOR SHALL NOTIFY THE UHLITY PROTECTION CENTER 48 HOURS IN ADVANCE OF I

ANY CONSTRUCTION ON THIS PROJECT. ALL NEW SERVICE AND GROUNDING TRENCHES IPROVIDE A WARNING TAPE © 12 INCHES ABOVE THE UNDERGROUND INSTALLATION (sEENEC 300.5).

DAN & NANCY WEAVER806 SR 902 WESTFREDONIA, KY 42411CONTACT: DAN & NANCY WEAVERPHONE: (270) 988—3080

CRITTENDEN CO SHERIFF

FIRE DEPARTMENTPHONE: (270) 704—5074 CALDWELL SPRINGS VOL ED

ELECTRIC COMPANYKENERGYOFFICE PHONE: (BOO) 844—4832 ext: 5108CELL PHONE: (270) 704—1274CONTACT: KEITH CONRAD

TELEPHONE COMPANYTDS TELECOMM KYPHONE: (270) 988—3112CONTACT: JAMES WHITAKER

CELLCOPARTNERSHIP

D/E/A

CELLCOPARTNERSHIP

D/B/A

verizQawireless2441 HOLLOWAY RD

LOUIS1LLE, KY 10299PHONE (502) 552—0330

FY( (502) 266—7510

T3001 TAYLOR SPRINGS DRIVELOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX

SHEET NO. DESCRIPTION

T—1 TITLE SHEET

SITE NAME

DYCUSBURG

SITE ADDRESS

806 SR 902 WESTFREDONIA, KY 42411

COORDINATES

LATITUDE: 37 09’ 40.807” NLONGITUDE: 88 09’ 52.532” W

PROPERTY OWNER

3001 TAYLOR SPRINGS DRIVELOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX

(SITE NAME:

SURVEY

C—i

C—iA

C— 2

ARCHITECTURAL

Z—3

Z—4

z—5Z— 6

DESIGN ENGINEER

500’ RADIUS VICINITY MAP

500’ RADIUS OWNER’S LIST

COMMUNICAHONS SITE SURVEY

OVERALL SITE LAYOUT

SITE LAYOUT

NORTH & SOUTH ELEVATIONS

EAST & WEST ELEVATIONS

I SITE ADDRESS:I 806 SR 902 WEST

FREDONIA, KY 42411

DYCUSBURG

•1LA11TUDE: 37 09’ 40.807” N‘ n. 88 09’ 52 532’ W._UIUta UUC. —

C LEASE AREA:L. 10,000 SF

13001 TAYLOR SPRINGS DRIVE

LLOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX

SURVEYOR

3[tWER TYPE:

SELF—SUPPORT

(t’ER HEIGHT:I. 290’

33

NO REVISION/ISSUE DATE

APPLICANT

CELLCO PARTNERSHIP 0/B/AVERIZON WiRELESS2441 HOLLOWAY RDLOUISVILLE, KY 40299CONTACT: AMY HARPERPHONE: (502) 552—0330FAX: (502) 266—7548

TAX PARCEL NO.

038—00—295.00

SOURCE OF TITLE

DEED BOOK 130, PG 640

LEASE AREA

10,000 SF

1 ISSUE FOR COMMENT

SHEET INDEX

2 REISSUE FOR COMMENT

DIRC11ONS FROM COUNTY SEAT: SIANIINU IN MAHIUN Al lH UU[NU1 UI- US bU (UUM SI) ANU US b41/SN 51 MAlN SI),

PROCEED SOUTH ON US 641/SR 91 (MAIN ST) APRX 9.0 MILES TO SR 902 AND TURN RIGHT. CON]1NUE ON SR 902 APRX 7.5DMILES TO SITE ON RIGHT.DIREC71ONS FROM CHANDLER, IN, ‘dERIZON WRELESS MTSO STARTING AT 800 RUSSELL RD (CR 675 W) PROCEED NORTH TOGARDNER RD (CR 50 5) TURN LEFT. FOLLOW GARDNER RD (CS 50 5) TO SR 62 (MORGAN AyE) TURN LEFT FOLLOW SR 62 (MORGANAyE) TO 1—164 SOUTH APRX 3.0 MILES TURN RIGHT CONTINUE ON 1—164 SOUTH APRX 8 7 MILES TO EXIT 88 (US 4i SOUTH) TURNRIGHT. FOLLOW US 41 SOUTH APRX 7.0 MILES TO PENNYRILE PKWY CONTINUE ON PENNYRILE PKWY APRX 46 4 MILES TO EXIT 34(WESTERN KY PKWY) TURN RIGHT PROCEED ON WESTERN KY PKWY APRX 340 MILES TO EXIT 4 (US 62/EDDYVILLE) AND TURNRIGHT. CONTINUE ON US 62 APRX 4.0 MILES TO SR 395 (DYCUSBURG RD) AND TURN RIGHT PROCEED ON SR 395 (DYCUSBURG RD)APRX 5.50 MILES TO SR 70 AND TURN RIGHT CONTINUE ON SR 70 APRX 50 OF A MILE TO SR 295/902 (FREDONIA RD/FREDONIA

QUARRY RO) AND TURN RIGHT. FOLLOW SR 295/902 (FREDONIA RD/FREDONIA QUARRY RD) APRX 75 OF A MILE TO SITE ONLEFT

05/21/13

3 ISSUE FOR ZONING

DIRECTIONS TO SITE

07/17/13

08/26/13

POLICE DEPARTMENTPHONE (270) 965—3400

PROJECT INFORMATION CONTACT INFORMATION

(TITLE:

[ TITLE SHEET

i-i1SHEET:

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ThIS MAP IS FOR GENERALINFORMA11ONAL PURPOSES ONLY

AND IS NOT A BOUNDARY SURVEY.

GENERAL NOTE:ALL INFORMA11ON SHOWN HEREON WAS OBTAINED FROM THE

RECORDS OF CRITTENOEN COUNTY, KENTUCKY PROPERTYVALUATION ADMINISTRA11ON OFFICE ON 12/5/12. THE

PROPERTY VALUA11ON ADMINISTRA11ON RECORDS MAY NOTREFLECT TUE CURRENT OWNERS AND ADDRESS DUE TO TUE

INACCURACIES AND liME LAPSE IN UPDATING FILES. TUECOUNTY PROPERTY VALUATION ADMINISTRATION EXPRESSLY

DISCLAIMS ANY WARRANTY FOR THE CONTENT AND ANYERRORS CONTAINED IN THEIR FILES.

(iTE NAME:i,._ DYCUSBURG

[tEI.D.: 1(ITE ADDRESS:I 806 STATE ROAD 902 WEST IIfREDONIA, CRITTENDEN CO.. KY 4241j)

C1EAsE AREA: 10,000 SQ. FT.

CPR0PERTY OWNER:I DAN & NANCY WEAVER II 806 STATE ROAD 902 WEST I

FREDONIA, KY 42411)

(tA5 PARCEL NUMBER:t 036—00—00—024.00

CELLCOPARTNERSHIP

\_—D/B/A

venwireless2441 HOU.OWAY RD

L0UIS’1aE. KY 40209PHONE (502) 552—0330

F)1 (502) 266—7546

0

BTM ENGINEERING, INC.3001 TAYLOR SPRINGS DR

LOUISVILLE, KENTUCKY 40220PHONE (502) 459—8402

FAX (502) 459—8427

0

STATEOFKENTUCKY==: TODD

CHRISTOPHER ELOPP

LICENSEDPROFESSIONAL

LAND SURVEYOR

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AP PRO MMATEGRAPHIC SCALE

300 0 150

1 INCH = 300 FT.

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300

PROPOSEDTOWER

— — -

N/

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(SOURCE OF TITLE:DEED BOOK 190, PAGE 540

\I

CLAtFTUDE: 37 09 40.807”NLLONGlThDE: 6W 09’ 52.532”W

NO. REVISION/ISSUE

\

ISSUE

DATE

N

12/17/12

RADIUS

—

TITLE:

500’ RADIUSVICINITY MAP

SHEET:

c-i 1

PARCEL NUMBER: 038—00—00—024.00DAN & NANCY WEAVER

806 SR 902FRED0NIA, KY 42411

PARCEL NUMBER: 038—00—00—024.03MARGARET P. HEIDEMAN TRUSTEE

C/C EDWARD MINIARD875 SR 902

FREDONIA, KY 42411

PARCEL NUMBER: 038—00—00—025.00EDWARD E. MINIARD

875 SR 902FREDONIA, KY 42411

PARCEL NUMBER: 038—00—00—024.01JOAN M. HUGHES


PARCEL NUMBER: 038—00—00—24.02EDWARD E. & ARETTA MINIARD


PARCEL NUMBER: 039—00—00—042.00GARY JUSTIN & BRODI SUTTON

1126 SR 855 SOUTHMARION, KY 42064

PARCEL NUMBER: 039—00—00—042.00

7 GARY JUS11N & BRODI SUTTON1126 SR 855 SOUTHMARION, KY 42064

STATEOFKENTUCKY=: TODD

CHRISTOPHERLOPP

UCENSEDPROFESSIONAL

LAND SURVEYORII ‘i 01 9 9091 ii i1flII

i2. i-r -1?.J

-

ISITE NAME:i,___ DYCUSBURG ]

[SITE .0.:

( SITE ADDRESS:I 806 STATE ROAD 902 WESTED0NIA, CRINDEN CO.. KY

(ASE AREA: 50. FT. D(rrwJrLrII OWNER:I DAN & NANCY WEAVER II 806 STATE ROAD 902 WEST I

FREDONIA, KY 42411)

PARCEL NUMBER: O38—OO—OD—O22.02JOSEPH P. MCCUCKIN

PC BOX 26DYCUSBURG, KY 42037

PARCEL NUMBER: 038—00—00—017.00

10 BOBBY S. & KAREN S11NNETYDENNIS & MARTHA S11NNETT

110 CIRCLE DRIVEMARION, KY 42064

PARCEL NUMBER: 038—00—00—026.01

11 ANNA & JIMMY PATTONPC BOX 177

1110 STATE ROAD 902FREDONIA, KY 42411

GENERAL NOTE:ALL INFORMA]1ON SHOWN HEREON WAS OBTAINED FROM THE

RECORDS OF CRITTENDEN COUNTY, KENTUCKY PROPERTY

VALUAflON ADMINISTRA11ON OFFICE ON 12/5/12. THE

PROPERTY VALUA11ON ADMINISTRA11ON RECORDS MAY NOT

REFLECT THE CURRENT OWNERS AND ADDRESS DUE TO THE

INACCURACIES AND liME LAPSE IN UPDATING FILES. THE

COUNTY PROPERTY VALUATION ADMINISTRA11ON EXPRESSLY

DISCLAIMS ANY WARRANTY FOR THE CONTENT AND ANYERRORS CONTAINED IN THEIR FILES.

CELLCOPARTNERSHIP

D/B/A

vergjjwireless2441 HOLLOWAY RD

LOUIS9LLE 10’ 40299PHONE (502) 552—0330

FJ( (502) 266—7548

BTM ENGINEERING, INC.3001 TAYLOR SPRINGS DR

LOUISViLLE, KENTUCKY 40220PHONE (502) 459—8402

FAX (502) 459—8427

PARCEL NUMBER: 038—00—00—022.01® WILLIAM & BETTY M. MCCLURE TRUST 200925291 SCHUCK ROADWASHINGTON, IL 61571

(TAX PARCEL NUMBER:L O38—D0—DD—O24.DD

f SOURCE OF lutE:-

DEED BOOK 190. PAGE 540

(LA11TUDE: 37’ 09’ 4O.8O7r’)

LONGIThDE: 88 09’ 52.532W J

ISSUE

NO. REWSION/ISSUE DATE

12/17/12

liThE:

500’ RADIUSOWNER’S LIST

SHEET:

C—lA

N OTE1. THIS COMMUNICATIONS SITE SURVEY IS

SUBJECT TO ALL EXISTING EASEMENTS,RESTRICTIONS, EXCEPTIONS, SERVITUDE’S,

RIGHT OF WAYS AND PRIOR LEASESWHETHER SHOWN HEREON OR NOT. A

11ILE REPORT MAY REVEAL EASEMENTSOR OTHER DEFECTS WHETHER SHOWN

HEREON OR NOT.

lull ODlDUUThUUU= STATE OF KENTUCKY

E CHRISTOPHERLOPP

= LICENSEDE PROFESSIONAL

LAND SURVEYOR‘‘“r

fITE NAME: -

DYCUSBU_]

tEI.D.:

fñADDRESS: -

I 806 STATE ROAD 902 WESTIfREDONIA, CRITTENDEN CO., KY 42fl)

(LASE AREA: 10,000 SO. fLD(OPERTY OWNER:I DAN & NANCY WEAVER II 806 STATE ROAD 902 WEST I

FREDONIA, KY 44U)

(TAX PARCEL NUMBER: --

t.. D38—OD—OD—D24.D]

I SOURCE OF lilLE:DEED BOOK 190, PAGE

(CA11TUDE: 37’ 09’ 4D.8O7”N

LONGITUDE: 86’ 09’ 52.537LJ

NO. REVISION/ISSUE DATE

1 ISSUE 12/17/12

LEGAL DESCRIPTIONSTHIS IS THE DESCRIPTION FOR CELLCO PARTNERSHIP dbc VERIZON WIRELESS, FOR AN AREA TO BE LEASED

FRDM A TRACT OF LAND CONVEYED TO DAN AND NANCY WEAVER BY DEED OF RECORD IN DEED BOOK 190,

PAGE 540 IN THE OFFICE OF THE COUNTY CLERK OF CRITTENDEN COUNTY, KENTUCKY AND FURTHERDESCRIBED AS FOLLOWS:

DESCRIPTION OF PROPOSED LEASE AREA AND EASEMENTOTE ALL BEARINGS AND DISTANCES ARE BASED ON GRID NORTH KENTUCKY STATE PLANE COORDINATE

YSTEM SOUTH ZONE NAD 1983

COMMENCING AT A FOUND #4 REBAR WITH CAP STAMPED “MAY #878” AT THE NORTHWEST CORNER OF A

TRACT OF LAND CONVEYED TO MARGARET P. HEIDEMAN TRUST BY DEED OF RECORD IN DEED HOOK 178,

PAGE 728 IN THE OFFICE DF THE CLERK OF CRIHENDEN COUNTY. KENTUCKY; SAID POINT OF

CDMMENCMENT ALSO BEING N28’lg’OO”W, 150.01 FEET FROM THE NORTH RIGHT OF WAY LINE OF STATE

ROAD 902. THENCE S671 2’O9”W, 338.90 FEET TO A SET #5 REBAR WITH CAP STAMPED “TODD LOPP

#3917” (HEREAFTER REFEREED TO AS SET REBAR) AT THE POINT OF BEGINNING; THENCE WITH THE

PROPOSED LEASE AREA ThE NEXT FOUR CALLS; S75Y 8’36”W, 100.00 FEET TO A SET REBAR; THENCE

N1441’24”W, 100.00 FEET TO A SET REBAR; THENCE N7518’36”E, 100.00 FEET TO A SET REBAR; THENCE

S14’41’24”E, 100.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 10.000 SQUARE FEET.

ALSO, A 3D FOOT WIDE EASEMENT FOR ThE RIGHT TO USE FOR ACCESS AND UTILITIES TO THE ABOVE

DESCRIBED LEASE AREA, SAID EASEMENT BEING DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND #REBAR WITH CAP STAMPED “MAY #878” AT ThE NORTHWEST CORNER OF A TRACT OF LAND CONVEYED TO

MARGARET P. HEIDEMAN TRUST BY DEED OF RECORD IN DEED BOOK 178, PAGE 728 IN THE OFFICE OF THE

CLERK OF CRITTENDEN COUNTY, KENTUCKY; SAID POINT OF COMMENCMENT ALSO BEING N28”19’OD”W, 150.01

FEET FROM THE NORTH RIGHT OF WAY LINE OF STATE ROAD 902. THENCE S67Y2’O9”W, 338.90 FEET TO

THE POINT OF BEGINNING; THENCE WITH THE PROPOSED 3D FOOT WIDE ACCESS AND UTILITY EASEMENT

THE NEXT TEN CALLS, S1441’24”E, 30.00 FEET; THENCE S6O’34’36”W, 127.73 FEET; THENCE S7551’49”W,

83.88 FEET; THENCE S19’49’D7”E, 41.31 FEET; THENCE SBO’25’OD”W, 30.49 FEET; THENCE N19’49’D7”W,

69.03 FEET; THENCE N75’51’49”E, 112.98 FEET; THENCE N6034’36”E, 28.19 FEET; THENCE N14’41’24”W,

25.28 FEET TO THE POINT OF BEGINNING AS SHOWN ON A COMMUNICATIONS SITE SURVEY BY TODD C.

LOPP, PLS 3917 OF BTM ENGINEERING, INC. DATED DECEMBER. 2012. PROJECT NO. “VERIZON—DYCUSBURG”.

LEGENDLEASE LINE

______

— — PROPERTY LINE

OHu —--—--- OVERHEAD UTILITIES

—X —X— FENCE LINE

TJ UTILITY POLE

-3 GUY WIRE

°rp TELEPHONE PEDESTAL

WATER METER

SET #5 REBAR WITH CAP• STAMPED “TODD LOPP #3917”

UNLESS OTHERWISE NOTED

FOUND # REBAR WITH CAP

O STAMPED “MAY #878”UNLESS OTHERWISE NOTED

POC POINT OF COMMENCEMENT

POD POINT OF BEGINNING

CMP CORRUGATED METAL PIPE

TREE

GRID NORTHU,O

(nOGEODETIC NORTH

øcn

>-Oa3—

I-

ZI

-.--.

—D127’52” \MAPPING ANGLE 0

NORTH IS BASED ON GRID NORTHKENTUCKY STATE PLANE COORDINATE

SYSTEM. SOUTH ZONE (NAD 1983) ANDWAS DETERMINED BY COMPUTATION FROMG.P.S OBSERVATION ON DECEMBER 5,2012.

CELLCOPARTNERSHIP

D/B/A

veriwireless2441 HOLLOWAY RD

LOUISVILLE, KY 40299PHONE (502) 552—D330

FAX (502) 265—7548

BENCHMARKNORTH: 1950871.15EAST: 937034.94ELEVATION: 464.13 (NAVD 88)LOCATION: #5 REBAR WITH CAP

“BTM TRAVERSE”

BIM ENGINEERING, INC.3001 TAYLOR SPRINGS DR

LOUISVILLE, KENTUCKY 40220PHONE (502) 459—8402

FAX (502) 459—8427LOCATION MAP

FREODNIA, CRIHENDEN CO., KYNOT TO SCALE

,, COORDINATE POINT LOCA11ONPROPOSED TOWER CENTERLINE

- EASEMENT LINE CHART

NAD 1983LATITUDE: 37’O9’40.8O7”NLONGITUDE 88’O9’52.532”WELEVATION: 459.16 (NAVO 88)STATE PLANE COORDINATENORThING: 1950871.41EASTING: 936881.78

El S14’41’24”E 30.00’

E2 S6O”34’36”W 127.73’

S75”51’49” 83.88’

S19’49’O7”E 41.31’

ES S8025’OO”W 30.49’

E6 N19’49’O7”W 69.03’

E7 N75’51’49”E 112.98’

E8 N6O’34’36”E 28.19’

E9 N14’41’24”W 25.28’

LAND SURVEYOR’S CERTIFICATE

DAN & NANCY WEAVERDEED BOOK 190, PAGE 540

ANNA M. & JAMES T. PATTONDEED BOOK 211, PAGE 233

I HEREBY CERTIFY THAT THIS COMMUNICATIONS SITE SURVEYWAS MADE UNDER MY SUPERVISION, AND THAT ThE ANGULARAND LINEAR MEASUREMENTS AS WITNESSED BY MONUMENTSSHOWN HEREON ARE TRUE AND CORRECT TO THE BEST OF MYKNOWLEDGE AND BEUEF. THIS PLAT DOES NOT REPRESENT ABOUNDARY SURVEY AND IS NOT INTENDED FOR LAND TRANSFER.

7-VL

TODD C. LOPP, PLS 91 7 -

- DATE

OWNER APPROVAL DATE

— ‘z

—--

OWNER APPROVAL DATE

CELLCD PARTNERSHIP dba VERIZON WIRELESS APPROVAL DATE

FLOOD PLAIN CERTIFICATIONI HAVE REVIEWED THE FLOOD INSURANCE RATE

MAPS (FIRM) MAP NO. 21O55CO325C DATED JUNE

16, 2009 AND THE LEASE AREA DOES NOT

APPEAR TO BE IN A FLOOD HAZARD AREA.

GRAPHIC SCALE100 0 50 100III

L —.

1 INCH = 100 FT.

TITLE:

COMMUNICATIONSSITE SURVEY

SHEET:

0—2

SITE PLAN NOTES1. THE PROPOSED DEVELOPMENT IS FOR A 290 FOOTSELF—SUPPORT TOWER WITH MULTIPLE EQUIPMENTLOCATIONS. THE LOCATION IS 806 SR 902 WEST,FREDONIA, KY 42411.

2. THE TOWER WILL BE ACCESSED BY A PROPOSEDSTABILIZED DRIVE FROM AN EXISTING ASPHALT

NDWAY (SR 902 WEST) WHICH IS A PUBLIC RIGHT)WAY. THE ACCESS ROAD IS TO BE CONSTRUCTED

n’(’ACCORDANCE WITH THE LOCAL HIGHWAYDEPARTMENT OF TRANSPORTATION STANDARDS.WATER, SANITARY SEWER, AND WASTE COLLECTIONSSERVICES ARE NOT REQUIRED FOR THE PROPOSEDDEVELOPMENT.

3 CENTERLINE OF PROPOSED TOWER GEOGRAPHICLOCATIONS:

LATITUDE: 37’ 09’ 40 807” N, N 1950871.41LONGITUDE: 88 09’ 52.532 W, E 936881.78

4. REMOVE ALL VEGETATION, CLEAN AND GRUB LEASEAREA (WHERE REQUIRED).

5. FINISH GRADING TO PROVIDE EFFECflVE DRAINAGEWITH A SLOPE OF ND LESS THAN ONE EIGHTH INCH(1/8”) PER FOOT FLOWING AWAY FROM EQUIPMENTFOR A MINIMUM DISTANCE OF SIX FEET (6’) IN ALLDIRECTIONS.

6. LOCATE ALL U.G. UTILITIES PRIOR TO ANYCONSTRUCTION.

7. COMPOUND FINISHED SURFACE TO BE FENCED

8. CONSTRUCTION STAKING; THE GENERALCONTRACTOR SHALL CONTACT THE A&E/SURVEYINGFIRM TO SCHEDULE THE CONSTRUCTION STAKING,SURVEYOR TO STAKE THE LEASE AREA CORNERS, THETHREE LEGS OF THE TOWER ON NEW SELF—SUPPORTTOWERS, THE TOWER CENTER ONNEW MQNQPQLE TOWERS, FIVE FOOT OFFSETS ONTHE ACCESS EASEMENT AT 50 FOOT INTERVALS(ON CURVED ACCESS EASEMENTS. STAKE THE POINTOF CURVE AND POINT OF RETURN IN ADDITION TO50 FOOT INTERVALS), PROVIDE A BENCHMARK NEARTHE COMPOUND. IF THERE IS A SEPARATE UTILITYEASEMENT, SURVEYOR SHALL STAKE THE CENTERLINE£Tf THE UTiLITY EASEMENT

EXISTINGGRAVEL

DRIVE(TYP)

EXISTINGBARN(TYP)

EXISTINGABANDONED

UTILITYPOLE

DAN & NANCY WEAVERDEED BOOK 190, PG 540

EXISi1NGU]1LITYPOLE

%(TYP)

ALMA M & JAMES T PATTONDEED BOOK 211, PC 233

— —0 50 100

L —.

I

CELLCOPARTNERSHIP

\_—‘D/B/A

verzgijwireless2441 HOLLOWAY RD

LOUISN1LLE, KY 40299PHONE (502) 552—0330

Fft (502) 266—7540

T

EXISTINGBOUNDARY

(TYP)

UNDERGROUND UTILITIES

3001 TAYLOR SPRINCS DRIVELOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX

CALL 2 WORK/NC DAYS’

BEFORE YOU DIG1—800—752—6007

OR DIAL 811UT/LIT/ES PROTECTION SERVICE

NON-AIEA/BERS 41/1ST CALL DIRECTLY

PROPOSED10,000 SF

- LEASE AREA

PROPOSED 290’SELF—SUPPORTTOWE

/

PROPOSED 12’

EXISTING —

GRAVEL ACCESS —

— — —

—

— ± 203’ — —

RD TOTAL LEN

- - , - - — — — —

_____

-— —---

(TYP) HUQHU . —

— _;— —

— 0

EXISTING

18” CMP

TELCO PED”

-- _—E-:j_

:- _-- -

—

QHUQNU

— — — — ,

‘Th— — —

XISTING

_________________

EXISTING DITCH

— —

— — —

— TREE (TYP)

(TYP)

LEGEND

O\s

EXISTINGOVERHEADUTILITIES(TYP)

ET

UEUT

—Ut—UT

pv

.

EXISTiNG OVERHEAD ELECTRICEXISTiNG OVERHEAD TELEPHONEEXISTiNG UNDERGROUND ELECTRICEXISTiNG UNDERGROUND TELEPHONEPROPOSED UNDERGROUND ELECTRICPROPOSED UNDERGROUND TELEPHONEFENCE LINEPOWER POLE

TELEPHONE PEDESTAL

WATER VALVES

FIRE HYDRANTS

BOLLARDS

-

— —. —

tsTE DYCUSBURG

rITEADDRESS:

806 SR 902 WEST)FREDONIA, KY 42411

EXISTINGFENCE

— LP (TYP)

(LA11TUDE: 37 09’ 40.807” NI ONOITIIflR 88’ 09’ 52 532” W

GRAPHIC SCALE

(LEASE AREA:L. 10,000 SF

TOWER TYPE:SELF—SUPPORT

TOWER HEIGHT:

1 INCH = 100 FT.

)3290’

NO REVISION/ISSUE DATE1 ISSUE FOR COMMENT2 REISSUE FOR COMMENT 07/17/13

05/21/13

3 ISSUE FOR ZONING 08/26/13

TITLE:

OVERALLSITE LAYOUT

SHEET:

Z—3

SITE PLAN NOTES1. THE PROPOSED DEVELOPMENT IS FOR A 290FOOT SELF—SUPPORT TOWER WITH MULTIPLEEOUIPMENT LOCATIONS. THE LOCATION IS 806SR 902 WEST, FREDONIA, KY 42411

2. THE TOWER WILL BE ACCESSED BY APROPOSED STABILIZED DRIVE FROM AN EXISTINGHALT ROADWAY (SR 902 WEST) WHICH IS A

jLIC RIGHT OF WAY. THE ACCESS ROAD IS TOCONSTRUCTED IN ACCORDANCE WITH THE

LOCAL HIGHWAY DEPARTMENT OF TRANSPORTATIONSTANDARDS. WATER, SANITARY SEWER, AND WASTECOLLECTIONS SERVICES ARE NOT REQUIRED FORTHE PROPOSED DEVELOPMENT.

3. CENTERLINE OF PROPOSED TOWER GEOGRAPHICLOCATIONS:

LATITUDE: 37 09’ 40.807” N, N 1950871,41LONGITUDE: 88’ 09’ 52.532 W, E 936881 78

4 REMOVE ALL VEGETATION, CLEAN AND GRUBLEASE AREA (wHERE REQUIRED).

5. FINISH GRADING TO PROVIDE EFFECTIVEDRAINAGE WITH A SLOPE OF NO LESS THAN ONEEIGHTH INCH (1/8”) PER FOOT FLOWING AWAYFROM EQUIPMENT FOR A MINIMUM DISTANCE OFSIX FEET (6’) IN ALL DIRECTIONS.

6. LOCATE ALL U.G. UTILITIES PRIOR TO ANYCONSTRUCTION.

7. COMPOUND FINISHED SURFACE TO BE FENCED

8. CONSTRUCTION STAKING; THE GENERALCONTRACTOR SHALL CONTACT THEA&E/SURVEYING FIRM TO SCHEDULE THECONSTRUCTION STAKING, SURVEYOR TO STAKETHE LEASE AREA CORNERS, THE THREE LEGS OFTHE TOWER ON NEW SELF—SUPPORT TOWERS, THETOWER CENTER ON NEW MONOPOLE TOWERS, FIVEFOOT OFFSETS ON THE ACCESS EASEMENT AT 50FOOT INTERVALS (oN CURVED ACCESS EASEMENTS,STAKE THE POINT OF CURVE AND POINT OFRETURN IN ADDITION TO 50 FOOT INTERVALS),PROVIDE A BENCHMARK NEAR THE COMPOUND.IF THERE IS A SEPARATE UTILITY EASEMENT,SRVEYOR SHALL STAKE THE CENTERLINE OF‘ UTILITY EASEMENT.

PROPOSED 2’GRAVELAPRON

CELLCOPARTNERSHIP

D/B/A

verlZ9D wireless2441 HOLLOWAY RD

LOUISs1LLE, KY 40299PHONE (502) 552—0330

rH1 (5a2) 266—754W

PROPOSEDCHAIN LINKFENCE

PROPOSED10,000 SF

LEASE AREA

EXI STINGABANDONED

UTILITYPOLE

EXISTINGTREE

(TYP)

Dr3001 TAYLOR SPRINGS DRIVELOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX

I

UNDERGROUND UTILITIESCALL 2 WORKING DAYS

BEFORE YOU DIG1-800—752—6007

OR DIAL 811UTILITIES PROTECT/ON SERVICE

NON-41E,WBERS 4K/ST CALL DIRECTLY

PROPOSED’UTILITY

H—FRAME

LECENDFI

UEUT

— —UE— —UE——UT— —UT—

X

. TELEPED

EXISTINGOVERHEADU

PROPOSED24—0” X 60—0”

TURN—AROUND

SITE ADDRESS:I 806 SR 902 WEST

FREDONIA, KY 42411

EXISTING OVERHEAD ELECTRICEXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND TELEPHONEFENCE LINE

POWER POLE

TELEPHONE PEDESTAL

WATER VALVES

FIRE HYDRANTS

BOLLARDS

GRAPHIC SCALE

(LATITUDE: 37’ 09’ 40.807” NL,,LONGITUDE: 88’ 09’ 52.532” W

(LEASE AREA:I, 10,000 SF

CTOWER TYPE:I,,., SELF—SUPPORT

10’ 0 5’ 10’ 20’

— —

(TOWER HEIGHT:1, 290’

(IN FEET)0 mh = 20 IL

UTILITYPOLE W/

DOWN GUY

PROPOSED 30’ACCESS & UTILITYEASEMENT


1 ISSUE FOR COMMENT 05/21/13

2 REISSUE FOR COMMENT 07/17/13


PROPOSED 12’GRAVELACCESSROAD EXISTING

BOUNDARY

ITITLE:

SITE LAYOUTEXISTINGFENCE

-

ISHEET:

Z—4

0I—U)w

4:

0

zI—JZ(2-J

0UU)000

0

0

a0I—

0I-

PROPOSED LIGHTNING ARRESTOR (TYP’

PROPOSED TOP OF TOWER

15’-O”

CELLCOPARTNERSHIP

D/B/A

verl7QO wireless2441 HOLLOWAY RD

LOUIS1LLE, KY 40299PHONE (502) 552—0330

FW (502) 266—7540

T

3001 TAYLOR SPRINGS DRIVELOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX

OBSTRUCT1ONLIGHTS

BEACONFAA

INSTALL HOISTGRIP AT TOP OFTOWER

OF TOWER

(SEE SITE PLAN FOR EXACT LOCATION)

KEFVy’%‘-‘4

WOODRt \‘1MkRCUW) H

13Q2

______

1YP.

PROPOSEDOBSTRUCTION

LIGHTS

.‘-

[SITE NAME:DYCUSBURG

PROPOSED COAXIALCABLE LADDER

(SITE ADDRESS:I 806 SR 902 WEST

FREDONIA, KY 42411 1(LA11ThDE: 37 09’ 40.807” NLi””’”-- 88’ 09’ 52.532” W._LJIN3I IUUC. —

(LEASE AREA: -

10,000 SF ]

N TS

CABLE MOUNTING DERAIL

(TOWER TYPE:I. SELF—SUPPORT

N IS

(TOWER HEIGHT:290’

U

PU0

a0H

0wCl)000

a

0H

aUHzU0

4:zzUHz4:

J4:

zUHz4:

a-CUU)0a0aa-

0F-

4:

aUHz4:

DATE

NORTH ELEVA11ONNOT TO SCALE

NO REV1SION/ISSUE




SOUTH ELEVA11ONNOT TO SCALE

TITLE:

NORTH & SOUTHELEVA11ONS

SHEET:

Z—5

I SITE ADDRESS:I 806 SR 902 WEST

FREDONIA KY 42411

f[A11TUDE: 37 09 40.807 NL i tJnrn IflF’ 88 09’ 52.532” W

[LEASE AREA:10.000 SF

[tWER TYPE:SELF—SUPPORT

(TOWER HEIGHT:290’





I EAST & WESTELEVA11ONS

SHEET:

Z—6

NOTE:THE ELEVATIONS SHOWN ON THIS SHEET ARE FOR PICTORIALPURPOSES ONLY. THIS DESIGN WAS PROVIOED BY OTHERS.REFER TO TOWER PLANS FOR TOWER DESIGN.

BEACONFAA

15’-0”

CELLCOPARTNERSHP

\— D/B/A

verizQjjwireless2441 HOLLOWAY RD

LOUISUE, KY 40299PHONE (502) 552—0330

FAX (502) 266—7548

[ I3001 TAYLOR SPRINGS DRIVELOUISVILLE, KENTUCKY 40220

(502) 459—8402 PHONE(502) 459—8427 FAX I

PROPOSEDOBSTRUCTION

LIGHTS

PROPOSED COAXIALCABLE LADDER

]]1]

EAST ELEVATION WEST ELEVA11ON

TITLE:

I

-I 0 m zm

0 C—

zw

0 z m Co G) z

290’

270’

250’

230’

220’

200’

180’

160’

140’

120’

100,

80’

V — 5.0P/N 106772

V — 5.0P/N 109900

V — 5.0P/N 127259

U — 6.0SECTION —

U — 8.0SECTION

U — 10.0SECTION

U — 12. 0SECTION

U — 14.0SECTION

U — 16. 0SECTION

-,

U — 18. 0SECTION

-3

U — 20. 0SECTION

-3

<— 5’

<— 5’

<—5’ —

<— 6’

<— 8’

<— 10’ -

<— 12’

<— 14’I

<— 16’/

<— 18’7

<—20’

FABRICATED SECTIONSSEE PAGE 2

12” BREAKDOWNLEG SECTIONS

SEE PAGE 2

12” BREAKDOWN LEG— DOUBLE ANGLE SECTIONS

SEE PAGES 3 AND 4

U — 22. 0SECTION

60’ -3

U — 24. 0SECTION

40’ -3

U — 26. 0SECTION

20’ -3

U — 28. 0SECTION

-3

William R. Heiden Ill, KProfessional Engineer# 22430

VERIZON WIRELESS

DYCUSBURG 141, KY

U—28. 0 X 290’

KENTUCKY C. 0. A. 1542

A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/NG. M..S 4/18/2013 ‘aIfl1OflJREV DESCRIPTION OF REVISIONS INI DATE APPROVED/FOUND. N/A 1-877-467-4763 Plymouth IN

1-888-880-9191 Solem. OR STRUCTURESVALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M...S DRAWING NO.

From: F1015132.DFT — 04/17/2013 16:12 ENC. FILE NO. A—216867— 248016Printed from 248O16....O1@A. DWC — 04/17/2013 16: 14 @ 04/18/2013 15: 41 ARCHIVE F—iC 15132 PAGE 1 OF 13

-3 <—5’

-4

-3

-3

-3

-3

-3

0’

<— 22’

<— 24’

<— 26’

25’I <—

FABRICATED SECTION DATA 230’ — 290’ ELEVATIONSECT SEC SECTION LEG BRACE SECT BOLTS AT BOTTOM

LEN PARTj SIZE SIZE WT.* DIAM LENGTH I20’ V— 5. 0 106772 2 7/8 “ 1477# 3/4” 5” 15

20’ V— 5. 0 109900 2— 1/4 ‘ 7/8 1661 3/4” 5—1/2” 15

20’ V— 5. 0 127259 2— 1/2 1 2135# 1 3—1/2” 18

TYPE 1 HORIZONTALS AS REQ’ D. SEE PAGE ABOVE FORELEVATION AND PART #.

DIAGONAL CONNECTION BOLT — SEE SECTION TABLE ABOVEFOR SIZE. AT LEVELS WITH TYPE I HORIZONTALS, SEEHORIZONTAL TABLE ABOVE FOR BOLT SIZE.

BREAKDOWN SECTION DATA (12” LEG) 180’ — 230’ ELEVATION ANGLE HORIZONTAL DATA (12” LEG)

SEC SECTIO LEG LEG ‘OP OIAGBOT DIAG DIAGONAL ANGLE TYSECTION LEG CONNECT BOTTOM + DIAG CONNECT HORIZ IN HORIZ HORIZ BOLTSLENGTH SIZE PARTI PARTt PART# FACE THICK OR WEIGHT DIAM LENGTH BUSHNG DIAM LENGTH HT SEC# PART& TYPE DIAM LENGTH

U— 6.0 10’ 1— 1/2” 211177 105556 2—1/2” 3/16” 1 1290# 1 “ 3—1/2” 1 2—1/4” 230 U— 6.0 105939 1 1 3—1/2”

U— 8. 0 20’ 1— 3/4” 195557 105558 105561 2—1/2” 3/16” 2682# 1 “ 3—1/2” 1 “ 2—1/4” 185 U—10. 0 106205 3 SEE 106084

U—b. 0 20’ 1— 3/4” 195557 156933 156934 2—1/2” 1/4” 1 3070# 1 “ 4—1/4” 312901 1 “ 2—1/4”* THE WEIGHTS LISTED ARE THEORETICAL. THE ACTUAL WEIGHTS WILL VARY. ALL WEIGHTS SHOULD BE

CONFIRMED IN THE FIELD PRIOR TO ERECTION.i* SEE ANGLE HORIZONTAL DATA TABLE FOR BOLT SIZE AT LEVELS WITH TYPE 1 HORIZONTALS.+ USE 1 FLAT WASHER UNDER EACH LOCK WASHER FOR LEG CONNECTION ONLY. ALSO USE I FLATWASHER

UNDER EACH BOLT HEAD WHERE BUSHINGS ARE REQUIRED.

TYPICAL BREAKDOWN SECTION ASSEMBLY (12” LEG) 180’ — 230’ ELEVATION

DIAGONAL BRACE — SEE TABLE ABOVE FOR PART NUMBER. USEA LOCK WASHER UNDER EACH PLAIN NUT FOR DIAGONALCONNECTION ONLY. NO FLAT WASHER REQUIRED.

DIAGONAL CENTER CONNECTION IS 3/4” X 3” BOLT.

LEG ASSEMBLY — SEE TABLE ABOVE FOR PART NUMBER.

USE SPACER PART 104291 BETWEEN DIAGONAL ANGLES.

LEG CONNECTION — SEE TABLE ABOVE FOR BOLT SIZE. USE 1FLAT WASHER AND I LOCK WASHER UNDER EACH PLAIN NUT

VFOR LEG CONNECTION. ALSO USE 1 FLAT WASHER UNDER EACHBOLT HEAD WHERE BUSHINGS ARE REQUIRED.

William R. Heiden Ill, KY Professional Engineer # 22430

VERIZON WIRELESSDYCUSBURG 141, KY

U—28. 0 X 290’KENTUCKY C. 0. A. 1542

APPROVED/ENG. M..S 4/18/2013 ‘aIfllOfltAPPROVED/FOUND. N/A 1-877-467-4763 Plymouth. IN

1-888-88O-991 Sulem. OR STRUCTURESVALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRICHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY SKK DRAWING NO.

From: F1O15132.DFT — 04/17/2013 16:12 ENG. FILE NO. A—216867— 248016Printed from 248O16_O2@@. DWG — 04/17/2013 16: 14 @ 04/18/2013 15: 4 ARCHIVE F—1015132 PAGE 2 OF 13

THE WEIGHT LISTED ARE THEORETICAL. THE ACTUAL WEIGHTSWILL VARY. ALL WEIGHTS SHOULD BE CONFIRMED IN THE FIELDPRIOR TO ERECTION.

FABRICATED SECTIONSTYPICAL SLEEVE TYPE

LEG CONNECTION

A325 BOLTSSEE TABLE ABOVE FOR SIZE.

FABRICATED SECTIONSTRANSITION SIDE VIEW

AT 230’ ELEVATION

USE 1 FLAT WASHER UNDER EACHLOCK WASHER AND PLAIN NUT ONLEG CONNECTION.

FABR I CATED SECTIONSGENERAL SECTION ASSEMBLY

TOP VIEW

MARKED LEG

THE MARKED LEG OF EACH SECTION ISSTAMPED WITH THE 6 DIGITS OF THETOWER SERIAL #. ASSEMBLE THE TOWER

WITH MARKED LEGS TOGETHER. THEMARKED LEG MAY ALSO CONTAIN JOINTNUMBERS STARTING WITH I AT THE TOPOF THE BASE SECTION. IF SO, ERECTWITH JOINTS IN THE PROPER SEQUENCE.

‘pLADDER FACE

I

I BREAKDOWN SECTION LEG DATA (12” LEG WITH DOUBLE ANGLES) 0’ — 180’ ELEVATIONI

LEG CONNECT

________ ________

@ BOTTOM±

BREAKDOWN SECTION DIAGONAL DATA (12” LEG WITH DOUBLE ANGLES) 0’ — 180’ ELEVATION

SECTION DIAGONAL PART # DIAG ANGLE DIAG END BOLTDIAG CENTER & CENTER

SPACERSPACER BOLT PLATE

# MODEL UPPER LOWER LONG FACE THICK DIAM LENGTH DIAM LENGTH PART # PART

9 U—12. 0 211741 211744 211801 3” 3/16” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 5

8 U—14. 0 211747 211750 211804 3” 3/16” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 5

7 U—iS. 0 211753 211756 211807 3” 3/16” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 6

6 U—18. 0 211759 211762 211810 3” 3/16” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 6

5 U—20. 0 211764 211766 211812 3” 3/16” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 7

4 U—22. 0 211931 211932 211957 3—1/2” 1/4” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 8

3 U—24. 0 211933 211934 211958 3—1/2” 1/4” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 8

2 U—26. 0 211935 211936 211959 3—1/2” 1/4” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 8

1 U—28. 0 211937 211938 211960 3—1/2” 1/4” 7/8” 2—1/2” 5/8” 2—1/4” 211833 104291 8* QUANTITY IS PER PANEL PER FACE. USE I LOCK WASHER UNDER EACH PLAIN NUT.


U—28. 0 X 290’KENTUCKY C. 0. A. 1542

APPROVED/ENG. M..S 4/18/2013 JaItflOfltAPPROVED/FOUND. N/A 1-877-467-4763 Plymuulh, IN

1-888-880-9 91 SIeni. op STRUCTURESVALUONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013


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SECTION LEG

MODEL LENGTH WEIGHT* SIZE PART DIAM LENGTH j9 U—12. 0 20’ 2 “ 211843 1” 4—3/4” 12

8 U—14. 0 20’ 4541# 2— 1/4 “ 208334 1” 4—3/4” 12

7 U—16. 0 20’ 4594# 2— 1/4 “ 208334 1” 4—3/4” 12

6 U—18. 0 20’ 465O# 2— 1/4 “ 208334 1” 4—3/4” 12

5 U—20. 0 20’ 5299# 2— 1/2 “ 208335 1” 4—3/4” 12

4 U—22. 0 20’ 6O61# 2— 1/2 “ 208335 1” 4—3/4” 12

3 U—24. 0 20’ 6946# 2— 3/4 “ 208337 1” 4—3/4” 12

2 U—26. 0 20’ 7057# 2— 3/4 “ 208337 1” 4—3/4” 12

1 U—28. 0 20’ 7O99# 2— 3/4 “ 214309* THE WEIGHTS LISTED ARE THEORETICAL. THE ACTUAL WEIGHTS —

WILL VARY. ALL WEIGHTS SHOULD BE CONFIRMED IN THEFIELD PRIOR TO ERECTION.

+ QTY IS PER LEG. USE I LOCK WASHER AND I FLAT WASHERUNDER EACH PLAIN NUT.

William R. Heiden Ill, KYPfessirdEngineer#22430

TYPICAL BREAKDOWN SECTION ASSEMBLY (12” LEG WITH DOUBLE ANGLES) 0’ — 180’ ELEVATION

ilil I

s” o.!Eiv”

I,.•..•.

•••‘.:fc

W1LLLAMR.

:HEDEN ill

No.22430

ICENSC3“‘cij, 1’

Ij Iii

William R. Heiden Ill, KY Professional Engineer# 22430


U—28. 0 X 290’KENTUCKY C. 0. A. 1542

APPROVED/ENG. M 4/18/2013 ‘faIfllOfltAPPROVED/FOUND. N/A 1-877-467-4Th3 Plymoulh, IN

1-88g-8n-g1g1 SIerr OR STRUCTURESVALUONT STRUCTURES IS A DIVISION OF VALUONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013


From: F1015132.DFT — 04/17/2013 16:12 ENG. FILE NO. A—216867— 248016Printed from 248O16_04@@. DWG — 04/17/2013 16: 14 @ 04/18/2013 15: 4 ARCHIVE F10 15132 PAGE 4 OF 13

DIAGONALDIAGONALSIZE. NOREQU I RED.

END BOLTS — SEETABLE ON PAGE 3FLAT WASHER

FOR

“UPPER” DIAGONAL BRACES(BACK TO BACK ANGLES) —

TABLE ON PG. 3 FOR PARTSEE#.

“LONG” DIAGONAL BRACE(BACK TO BACK ANGLES) — SEETABLE ON PG. 3 FOR PART #.INTERMEDIATE DIAGONAL BOLTSWITH SPACER — SEE TABLE ON PG.FOR SIZE, SPACER PART # ANDNUMBER OF LOCATIONS PER PANELON EACH FACE. USE 1 SPACERPER BOLT. SEE DRAWING #214823 FOR DETAILS.

3

“LOWER” DIAGONAL BRACES(BACK TO BACK ANGLES) — SEETABLE ON PG. 3 FOR PART #.

DIAGONAL CENTER PLATE —

SEE DIAGONAL TABLE ON PAGEFOR PART # AND BOLT SIZE.

3

LEG CONNECTION — SEE TABLEON PAGE 3 FOR BOLT SIZE. USE

LOCK WASHER AND I FLATWASHER UNDER EACH PLAIN NUTFOR LEG CONNECTION.

ATTENTION ERECTOR:

1. EXTRA CARE MUST BE TAKEN WHEN STANDING BREAKDOWN LEG SECTIONS FROM A FLAT “ASSEMBLY”POSITION ON THE GROUND TO AN UPRIGHT POSITION FOR STACKING. POOR RIGGING AND/OR LIFTINGPROCEDURES MAY DAMAGE THE ANGLE BRACES AND/OR BREAKDOWN LEGS. IT IS THE RESPONSIBILTY OF THETOWER CONTRACTOR TO ENSURE BREAKDOWN LEGS AND ANGLES ARE NOT DAMAGED DURING THE TOWERASSEMBLY AND ERECTION.

2. WHEN LIFTING (“FLYING”) SINGLE PANEL TOWER SECTIONS TO PLACE THEM ON PREVIOUSLY ERECTEDSECTIONS, A MINIMUM OF TWO (2) FULL SECTIONS (TYPICALLY 40’) MUST BE ASSEMBLED TOGETHER TOPROVIDE ADEQUATE STABILITY TO THE TOWER LEGS AND ANGLE BRACES. IT IS THE RESPONSIBILTY OFTHE TOWER CONTRACTOR TO ENSURE BREAKDOWN LEGS AND ANGLES ARE NOT DAMAGED DURING THE TOWERASSEMBLY AND ERECTION.

GENERAL NOTES

I. TOWER DESIGN CONFORMS TO STANDARD EIA/rIA—222—F FOR 75 MPH FASTEST—MILE BASIC WIND SPEED WITH NO ICE.TOWER DESIGN CONFORMS TO STANDARD EIAIrIA—222—F FOR 75 MPH FASTEST—MILE BASIC WIND SPEED WITH . 5” RADIAL ICE WITH LOAD DUE TO WIND REDUCED BY25% WHEN CONSIDERED SIMULTANEOUSLY WITH ICE.TOWER DESIGN CONFORMS TO STANDARD TIA—222—G UTILIZING AN 90 MPH 3—SEC GUST BASIC WIND SPEED WITH A STRUCTURE CLASS OF II, TOPOGRAPHIC CATEGORYOF 1 AND EXPOSURE C CRITERIA WITH NO ICE.TOWER DESIGN CONFORMS TO STANDARD TIA—222—G UTILIZING AN 30 MPH 3—SEC GUST BASIC WIND SPEED WITH A STRUCTURE CLASS OF II, TOPOGRAPHIC CATEGORYOF 1 AND EXPOSURE C CRITERIA WITH 1” RADIAL ICE.

2. TWIST AND SWAY PER EIA/TIA—222—F FOR 8 FT. DIAMETER DISHES AT 6 GHZ (LESS THAN OR EQUAL TO 1. 13 DEGREES) AT 50 MPH WITH NO ICE AT 185 FT. ABOVETHE BASE OF THE TOWER. ALL OPERATIONAL WINDLOADS ARE ASSUMED TO OCCUR AT 33 FT. ABOVE GROUND LEVEL.

3. MATERIAL: (A) SOLID RODS TO ASTU A572 GRADE 50. (8) ANGLES TO ASTM A36. (C) PIPE TO ASTU A500 GRADE B. CD) STEEL PLATES TO ASTU A36. CE)CONNECTION BOLTS TO ASTM A325 OR ASTM A449 C Fu=120 KSI AND Fy=92 KSI) AND ANCHOR BOLTS TO ASTM F1554 (Fu=15O KSI AND Fy=1O5 KSI).

4. BASE REACTIONS PER DESIGN LOADING LISTED ABOVE: TOTAL WEIGHT = 142. 0 KIPS. MAXIMUM COMPRESSION = 573. 0 KIPS PER LEG. MOMENT = 12744. 0KIP—FT. MAXIMUM UPLIFT = 459. 0 KIPS PER LEG. MAXIMUM SHEAR = 79. 0 KIPS TOTAL.

5. FINISH: ALL BOLTS ARE GALVANIZED IN ACCORDANCE WITH ASTMA153 (HOT DIPPED) OR ASTU B695 CLASS 50 (MECHANICAL). ALL OTHER STRUCTURAL MATERIALSARE GALVANIZED IN ACCORDANCE WITH ASTM1 23.

6. ANTENNAS: 285’ —(6) LPA—7008O/8CF, (3) BXA—70080/8CF, (3) HBX—6517DS—VTM, (3) RRU’ S 12” X 12” X 12”, (1) RAYCAP RCUDC—3315—PF—48 ALL ON(3) 12’ V—FRAMES WITH (12) 1—5/8” LINES265’ —(12) LNX—6515DS—T4M ON (3) 12’ V—FRAMES WITH (12) 1—5/8” LINES (FUTURE)245’—f 12) LNX—6515DS—T4U ON (3) 12’ V—FRAMES WITH (12) 1—5/8” LINES (FUTURE)225’—(12) LNX—6515DS—T4U ON (3) 12’ V—FRAMES WITH (12) 1—5/B” LINES (FUTURE)205’ —(12) LNX—6515DS—T4M ON (3) 12’ V—FRAMES WITH (12) 1—5/8” LINES (FUTURE)185’—(l) PAR8—59 MICROWAVE DISH WITHOUT RADOME (240 DEG. AZIMUTH ASSUMED) ON (1) DISH MOUNT WITH (1) 1—5/8” LINE

NOTE: (A) ELEVATIONS ARE TO THE BOTTOM OF THE ANTENNAS EXCEPT FOR MICROWAVE DISHES, WHICH ARE TO THE CENTERLINE.7. REMOVE FOUNDATION TEMPLATE PRIOR TO ERECTING TOWER. INSTALL BASE SECTION WITH MINIMUM OF 2 CLEARANCE ABOVE CONCRETE. SEE BASE SECTION

PLACEMENT PAGE FOR MORE INFORMATION. PACK NON—SHRINK STRUCTURAL GROUT UNDER BASE SECTION AFTER LEVELING TOWER.

8. MIN. WELDS 5/16” UNLESS OTHERWISE SPECIFIED. ALL WELDING TO CONFORM TO AWS Dl. I SPECIFICATIONS

9. THIS DRAWING DOES NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELYRESPONSIBLE FOR ALL CONSTRUCTION MEANS, SEQUENCES AND PROCEDURES.

10. ALL BOLTS AND NUTS MUST BE IN PLACE BEFORE THE ADJOINING SECTIONS ARE INSTALLED.

if. ALL STRUCTURAL BOLTS ARE TO BE TIGHTENED TO A SNUG TIGHT CONDITION AS DEFINED BY AISC SPECIFICATION UNLESS OTHERWISE NOTED.

12. ATTENTION TOWER ERECTOR: COAT ALL BOLT ASSEMBLIESTHAT USE PIN LOCK NUTS WITH ZINC RICH COLD GALVANIZING COMPOUND AFTER FINAL TIGHTNENING.

13. TIA—222—G GROUNDING FOR TOWER.

14. TOWER LIGHTING SUPPLIED BY OTHERS.

William R. Heiden Ill,


U—28. 0 X 290’KENTUCKY C. 0. A. 1542APPROVED/NG. M...S 4/1 8/2013 ValrflofltAPPROVED/1OUND. N/A 1-877-47-4763 Plymouth, IN

1-888-88D-9191 Salem. OR STRUCTURESVALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013


From: F1015132.DFT — 04/17/2013 16:12 ENG. FILE NO. A—216867— 248016Printed from 248016_05@@. DWG — 04/17/2013 16: 14 @ 04/18/2013 15: 4 ARCHIVE F—1015132 PAGE 5 OF 13

FOUNDATION NOTES

ALTERNATE FOUNDATION #1 I1. SOIL AS PER REPORT BY FSTAN. DATED 02/25/12. PROJECT# 13—8422

2. CONCRETE TO BE 4000 PSI 0 28 DAYS. REINFORCING BAR TO CONFORM TO ASTU A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI—318(2008) BUILDING REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTSAND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. WELDING OF REBAR NOT PERMITTED.

3. A COLD JOINT IS PERMISSIBLE UPON CONSULTATION WITH PIROD. ALL COLD JOINTS SHALL BE COATED WITH BONDING AGENTS PRIOR TO SECOND POUR.

4. ALL FILL SHOULD BE PLACED IN LOOSE LEVEL LIFTS OFNO MORE THAN 12 THICK. FILL MATERIALS SHOULD BE CLEAN AND FREE OF ORGANIC AND FROZENMATERIALS OR ANY OTHER DELETERIOUS MATERIALS. COMPACT FILL TO 98% OF STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTU D698.

5. BENDING STRAIGHTENING OR REALIGNING (HOT OR COLD) OF THE ANCHOR BOLTS BY ANY METHOD IS PROHIBITED.

6. CROWN TOP OF FOUNDATION FOR PROPER DRAINAGE.

7. THE ON—SITE GEOTECHNICAL ENGINEER SHALL CONFIRM THAT THE INSITU SOIL STRENGTHS MEET OR EXCEED THOSE PARAMETERS GIVEN IN THE SOIL REPORT.

8. A SUMP PUMP OR OTHER DEWATERING SYSTEM MAY BE REQUIRED TO LOWER THE WATER TABLE TO FACILITATE THE INSTALLATION OF THE FOUNDATION.

9. ANY SOFT OR UNSTABLE SUBGRADE SOILS DETECTED DURING THE EXCAVATION SHOULD BE REMOVED AND REPLACED WITH COMPACTED FILL.

10. A QUALIFIED GEOTECHNICAL ENGINEER MUST VERIFY THAT NO KARSTIC ACTIVITY IS DIRECTLY BELOW THIS SITE AND THAT THOSE ACTIVITIES THAT LIE BELOWADJACENT PROPERTIES DO NOT PRESENT A RISK FOR SUBSIDENCE. THIS FOUNDATION HAS BEEN DESIGNED ASSUMING THAT NO SUBSIDENCE WILL OCCUR. IF THEPOTENTIAL FOR SINKHOLE SUBSIDENCE EXISTS. THIS FOUNDATION DESIGN IS NO LONGER VALID.

O Ejj’,

WIWAM R.0: HEIDENBI

No. 22430’

‘/fyi

William R. Heiden Ill, KYPa6fessionalEngineer#22430


U—28. 0 X 290’KENTUCKY C. 0. A. 1542

A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/LNG. M.S 4/18/2013 ‘aII)7OfltREV DESCRIPTION OF REVISIONS INI DATE APPROVED/FOUND. M...S 4/18/2013 1-877-467-4763 PIymuth.lN

1-888-88O-9 91 Salem. OR STRUCTURESVALUONT STRUCTURES IS A DIVISION OF VALMONT iNDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC. • WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M....S DRAWING NO.

From: F1015132.DFT — 04/18/2013 14:25 ENG. FILE NO. A—216867— 248016Printed from [email protected] — 04/18/2013 14:29 @ 04/18/2013 15:4 ARCHIVE F—1015132 PAGE 6 OF 13

5’ ROUND, CENTERED AROUNDTHE CIRCULAR REBAR CAGE

NOTE:THE CENTROID OF THE TOWER ANDTHE CENTROID OF THE FOUNDATIOARE NOT AT THE SAME POINT!

# 8 VERTICAL REBAR —

SEE ON PAGE 8.25 PIECES REQ. PER PIER,EQUALLY SPACED, TO BEPLACED INSIDE TIES.

0’ —6”

FINISH

_____ _____

GRADE

1’ —6”

# 6 REBAR — 1211’

STANDEES TOTAL.

SEE ON PAGE 8.

FOR ANCHOR STEEL IDENTIFICATION ANDPLACEMENT INFORMATION, SEE PAGE 12OF THIS DRAWING. SEE PAGE 13 FORBASE SECTION INSTALLATION DETAIL.

# 4 TIES — SEE ON PAGE 8.1 PIECES REQ. PER PIER

.9 REBAR — 64 BARS EACH WAY.

SEE ON PAGE 8.

• 9 REBAR — 64 BARS EACH WAY.

SEE ON PAGE 8.

NOTE: ALL REBAR REQUIRESMIN. 3” CONCRETE COVERAGE

IALTERNATE FOUNDATION #1

90. 1 CUBIC YARDS CONCRETE REQUIRED

FOR INSTALLATION SPECIFICATIONS ANDADDITIONAL INFORMATION, SEE PAGE 6

OF THIS DRAWING.

William R. Heiden

VERIZON WIRELESS

DYCUSBURG 141, KY

U—28. 0 X 290’


A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/ENG. M5 4/18/2013 ‘/aItlfOflJREV DESCRIPTION OF REVISIONS INI DATE APPROVED/1OUND. M.S 4/1 8/2013 1-877-467-4763 PlymoulhIN

1-668-880-9191 S(cni, OR STRUCTURESVALUONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALUONT INDUSTRIES, INC. DRAWN BY M._S DRAWING NO.

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C....

I6’ — 7—

24’

/L OF FOUNDATION

6’ — 7— 1/2”

/L

4’ —

OF TOWER

0— 1/2”

I. 37’ —6” ]

I 37’ —6”

SQUARE1

REBAR SUPPORTS MAY CONSIST OF ANYACCEPTABLE MEANS OF SECURELY SUPPORTINGTHE TOP REINFORCEMENT GRID ABOVE THEBOTTOM REINFORCEMENT GRID WHILE MAINTAINING A SEPARATION OF 1’(OUTSIDE REBAR TO OUTSIDE REBAR).

1/2”# 6 REBAR — 121 PIECES REQUIRED TOTALTYPE 26 STANDEE PLACED BETWEEN REBARGRIDS ON NOMINAL 4’ SPACING THROUGHOUTAPPROX UNBENT LENGTH = 4’ — 3— 1/4”APPROX WT = 6. 4# EACH, 774# TOTAL

4’ —6”

# 8 REBAR — 75 PIECES REQUIRED TOTALAPPROX UNBENT LENGTH = 8’ — 1— 3/8”APPROX WT = 21. 7# EACH, 1628# TOTAL

# 4 REBAR — 33 PIECES REQUIRED TOTALAPPROX UNBENT LENGTH = 15’ — 8— 1/4”

T APPROX WT = 10. 5# EACH, 347# TOTAL

LAP DIMENSION: 1’ — 6— 1/2”PLACE CIRCULAR TIES SO THAT LAPS ONADJACENT TIES ARE 180 DEGREES APART.PLACE ONE TIE AT TOP OF PAD AND TWOTIES AT TOP OF PIER REBAR. EQUALLYSPACE REMAINING TIES ALONG PIER.

IALTERNATE FOUNDATION #11REBAR DETAIL

TOTAL APPROX REBAR WEIGHT =

REINFORCING BAR TO CONFORM TOASTM A615 GRADE 60 SPECIFICATIONS.


VERIZON WIRELESS

DYCUSBURG 141, KY

U—28. 0 X 290’

KENTUCKY C. 0. A. 1542A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/ENG. MS 4/18/2013 1faIt,dlOflt

REV DESCRIPTION OF REVISIONS INI DATE APPROVED/FOUND. MS 4/18/2013 1-877-467-4763 Plymouth1N1-888-880-9191 Salem. OR STRUCTURES

VALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M_S DRAWING NO.


r# 9 REBAR — 256 PIECES REQ. TOTAL

37’ APPROX WT = 125. 8# EACH, 322O5# TOTAL

1’ — 9”4” RAD.

—6” -

FOUNDATION NOTES

ALTERNATE FOUNDATION #2 I1. SOIL AS PER REPORT BY FSTAN, DATED 02/25/12, PROJECT# 13—8422

2. CONCRETE TO BE 4000 PSI @ 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI—31 8(2008) BUILDING REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREICN OBJECTSAND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. WELDING OF REBAR NOT PERMITTED.

3. A COLD JOINT IS PERMISSIBLE UPON CONSULTATION WITH PIROD. ALL COLD JOINTS SHALL BE COATED WITH BONDING AGENTS PRIOR TO SECOND POUR.

4. ALL REINFORCING STEEL TO BE FORMED INTO A CAGE PRIOR TO SETTING INTO POSITION IN THE EXCAVATED PIER.

5. PERMANENT STEEL CASING SHALL NOT BE USED WITHOUT CONSENT FROM FOUNDATION DESIGNERS.

6. BENDING, STRAIGHTENING OR REALIGNING (HOT OR COLD) OF THE ANCHOR BOLTS BY ANY METHOD IS PROHIBITED.

7. CROWN TOP OF FOUNDATION FOR PROPER DRAINAGE.

8. THE ON—SITE GEOTECHNICAL ENGINEER SHALL CONFIRM THAT THE INSITU SOIL STRENGTHS MEET OR EXCEED THOSE PARAMETERS GIVEN IN THE SOIL REPORT.

9. A TEMPORARY, FULL LENGTH STEEL CASING MAY BE REQUIRED DURING INSTALLATION.

10. IF MORE THAN 3” OF WATER IS PRESENT AT THE BOTTOM OF THE DRILLED SHAFT, EITHER WATER SHALL BE REMOVED OR CONCRETE SHALL BE PLACED USING THETREMIE METHODS.

11. A QUALIFIED GEOTECHNICAL ENGINEER MUST VERIFY THAT NO KARSTIC ACTIVITY IS DIRECTLY BELOW THIS SITE AND THAT THOSE ACTIVITIES THAT LIE BELOWADJACENT PROPERTIES DO NOT PRESENT A RISK FOR SUBSIDENCE. THIS FOUNDATION HAS BEEN DESIGNED ASSUMING THAT NO SUBSIDENCE WILL OCCUR. IF THEPOTENTIAL FOR SINKHOLE SUBSIDENCE EXISTS. THIS FOUNDATION DESIGN IS NO LONGER VALID.

William R. Heiden Ill, KY


U—28. 0 X 290’KENTUCKY C. 0. A. 1542

A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/ENG. M_S 4/18/2013 LfaII17OfltREV DESCRIPTION OF REVISIONS INI DATE APPROVED/FOUND. M_S 4/18/2013 1-877-467-4763 PlymDuthIN

1-888-880-9191 Salem. op STRUCTURESVALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M..S DRAWING NO.

From: F1O15132.DFT — 04/18/2013 14:25 ENG. FILE NO. A—216867— 248016Printed from [email protected] — 04/18/2013 14:29 @ 04/18/2013 15:4 ARCHIVE F—1015132 PAGE 9 OF 13

FT1TT1FT11tT1

r--r-nri-—rtitNii--l-1,I--r-j

1tht1I I I

I I I

v\v\VV

NOTE: ALL REBAR REQUIRES MINIMUM3” CONCRETE COVERAGE

FOR ANCHOR STEEL IDENTIFICATIONAND PLACEMENT INFORMATION, SEEPAGE 12. SEE PAGE 13 FOR BASESECTION INSTALLATION DETAIL.

I ALTERNATE FOUNDATION #21THREE PIERS REQUIRED

21. 8 CUBIC YARDS CONCRETE REQUIRED EACH PIER

FOR INSTALLATION SPECIFICATIONS ANDADDITIONAL INFORMATION, SEE PAGE 9

OF THIS DRAWING.

VERIZON WIRELESS

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U—28. 0 X 290’

KENTUCKY C. 0. A. 1542A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/ENG. M 4/18/2013 bfaItd,7flt

REV DESCRIPTION OF REVISIONS INI DATE APPROVED/EOUND. M...S 4/18/2013 1-877-487-4763 Plymouth,IN1-888-880-9191 SIern, OR STRUCTURES

VALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY MS DRAWING NO.

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TOP VIEW

TOP AND SIDE VIEWS AREDRAWN TO DIFFERENT SCALE

16’ — 2”

4’ —6”

24’ — 3”

T

I’

8’ — 1”

SIDE VIEW 0’ -6”

FINISH

____ ____

GRADE

C/L28’

FOR DETAIL VIEW OF REBAR CAGE=END AREA, SEE ON PAGE 11.

# 4 HORIZONTAL TIES — SEE ON PAGE 11._38 PIECES REQUIRED PER PIER.

PLACE TIES AT 0’ —9” NOMINALSPACING WITHIN END REGIONS,AND 1’ —6” NOMINAL SPACING INREMAINDER OF PIER.

‘L6’ —2” END REGION

36’ —6”-6’ —2” END REGION

I I I IFTtT

I I II—i-—I—i--ibt1t1bt1t1

H±—I—±HH+—I—+H

EtEti # 9 VERTICAL REBAR — SEE ON PAGE 11.1’ 20 PIECES REQUIRED PER PIER,

EQUALLY SPACED, TO BE PLACEDINSIDE TIES.

4’

William R. Heiden Ill, KY PrØI%sion Engineer# 22430

36’ —6”— # 9 REBAR —

- APPROX WT60 PIECES REQ. TOTAL

124. 1 EACH, 7446# TOTAL

4,

4 REBAR — 114 PIECES REQUIRED TOTALAPPROX UNBENT LENGTH = 14’ — 1— 3/8”APPROX WT = 9. 4 EACH, 1072# TOTAL

LAP DIMENSION: 1’ — 6— 1/2”PLACE CIRCULAR TIES SO THAT LAPS ONADJACENT TIES ARE 180 DEGREES APART.

r -JI _________ II II II I

I I

I II II II I

DETAIL OF REBAR CAGE END

IALTERNATE FOUNDATION #21REBAR DETAIL

TOTAL APPROX REBAR WEIGHT = 8518#REINFORCING BAR TO CONFORM TO

ASTM A615 GRADE 60 SPECIFICATIONS.


VERIZON WIRELESS

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U—28. 0 X 290’


A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/LNG. MS 4/18/2013 ‘bfaItT7OfltREV DESCRIPTION OF REVISIONS INI DATE APPROVED/1OUND. M..S 4/18/2013 1-877-467-4763 Plymouth IN

1-888-880-9191 Solorn. OR STRUCTURESVALUONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M.S DRAWING NO.

From: F1015132.DFT — 04/18/2013 14:25 ENC. FILE NO. A—216867— 248016Printed from [email protected] — 04/18/2013 14:29 @ 04/18/2013 15:4 ARCHIVE F—1O15132 PAGE 11 OF 13

0’ —9”

PLACE 10 CIRCULAR TIES WITHINEACH END REGION (TOP AND BOTTOM).PLACE FIRST TIE AT END OF VERTICALBARS AND CONTINUE SPACING AS SHOWN.SEE PAGE 10 FOR REGION DEFINITION.

4”

PLACE AN ADDITIONAL CIRCULAR

TIE 4” FROM THE END TIE (TOPAND BOTTOM) AS SHOWN.

24’ —

‘p

16’ — 2”

8’ — 1”

+

+

C/L

28’

—C/L

+

TEMPLATE ASSEMBLY P/N 211883INCLUDES CORNER PLATE P/N 211902,IS REQUIRED FOR INSTALLATION ANDMUST BE PLACED AS SHOWN. SEEDRAWING # 211875 FOR TEMPLATEASSEMBLY DETAILS. SEE PAGE 7 FORTOWER c/L LOCATION RELATIVE TOTHE FOUNDATION LAYOUT. TEMPLATEPLACEMENT ÷/— 3”. EACH LEG MUSTBE CENTERED IN PIER WITHIN ÷/—10% OF PIER DIAMETER. TEMPLATEMUST BE LEVEL +/— 1 DEGREE.INSTALL TEMPLATE WITH SUFFICIENTSPACE BENEATH (2” MINIMUM) TOPERMIT FINISHING OF CONCRETE ANDTO FACILITATE TEMPLATE REMOVALPRIOR TO TOWER ERECTION.

SEE PAGE 13 FOR BASE SECTIONINSTALLATION DETAIL.

E—TEMPLATE — SEE ABOVE FOR PART NUMBER AND ASSEMBLY DRAWING DATA.TEMPLATE MUST BE SECURED WITH 2 NUTS AS SHOWN.

TOP OFFOUNDATION

E—ANCHOR BOLT P/N 123653 —12 REQUIRED PER LEG.DIAMETER = 1”, LENGTH = 6’. COLOR CODE =

BLACK/GOLD. INSTALL WITH 8—1/2” OF THREADSEXPOSED. BENDING, STRAIGHTENING OR REALIGNING(HOT OR COLD) OF THE ANCHOR BOLTS BY ANY METHODIS PROHIBITED.

— EMBEDMENT PLATE P/N 212008 (1 REQUIRED PER LEG.)PLATE MUST BE SECURED WITH 2 NUTS AS SHOWN.

VIEW A — A — ANCHOR BOLT INSTALLATION DETAIL (NOT TO SCALE)

ATTENTION CONTRACTOR INSTALLING THE ANCHOR BOLTS!1” DIAMETER ANCHOR BOLTS FOR TAPERED TOWER.

VERIFY THE PART NUMBERS AND SIZES FOR ALL COMPONENTS ON THIS PAGE AND PAGE 13.

IF THERE ARE ANY DISCREPANCIES, PLEASE NOTIFY PIROD, INC.ERIOR TO INSTALLATION!!

VERIZON WIRELESS

DYCUSBURG 141, KYU—28. 0 X 290’


A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/NG. M_.S 4/18/2013 faII7OfltREV DESCRIPTION OF REVISIONS INI DATE APPROVED/ROUND. M...S 4/18/2013 1-877-467-4763 PlymauthIN

188888O9191 Salem. OR STRUCTURESVALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013

PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M..S DRAWING NO.


+600

TOWER ANCHOR STEEL PLACEMENT — TOP VIEW

REFERENCE ANGLE = 3. 30 DEGREES.çMPLATE MUST BE UTILIZED TO ASSIST IN PROPER PLACEMENT.

1’8— 1/2”

5’ — 3— 1/2”

JWilliam R. Heiden Ill, KY Professional Engineer# 22430

,— ANCHOR BOLT — BENDING, STRAIGHTENING OR REALIGNING (HOT/ OR COLD) OF THE ANCHOR BOLTS BY ANY METHOD IS PROHIBITED.

!1

GALVANIZED HEX NUT

t GALVANIZED LOCK WASHER

4,’— GALVANIZED FLAT WASHER

BASE SECTION FLANGEPACK NON—SHRINK STRUCTURAL GROUT UNDERFLANGE AFTER LEVELING TOWER.

L]

\__ GALVANIZED FLAT WASHER

GALVANIZED HEX NUT

BASE SECTION INSTALLATION DETAIL

Wililam R. Heiden III, KY Pro’ sional Engineer# 22430


U—28. 0 X 290’KENTUCKY C. 0. A. 1542

A ADDED FOUNDATIONS PER SOIL REPORT MS 04/18/2013 APPROVED/NG. M$ 4/18/2013 (aII11OfltREV DESCRIPTION OF REVISIONS INI DATE APPROVED/FOUND. M.S 4/18/2013 1-877-467-4763 PlymouthIN

188888O.91 91 Sulem, OR STRUCTURESVALMONT STRUCTURES IS A DIVISION OF VALMONT INDUSTRIES, INC. ENGINEERING COPYRIGHT 2013PROVIDED BY PIROD, INC., WHOLLY OWNED BY VALMONT INDUSTRIES, INC. DRAWN BY M.S DRAWING NO.

Front F1015132.DFT — 04/18/2013 14:25 ENG. FILE NO. A—216867— 248016Printed from [email protected] — 04/18/2013 14:30 @ 04/18/2013 15:4 ARCHIVE F—1O15132 PAGE 13 OF 13

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365 Wireless, LLCAir Voice Wireless, LLCAlItel Communications, LLCAmerican Broadband and Telecommunications CompanyAmericaTel Corporation d/b/a ZERO1 1 WirelessAmeriMex Communications Corp.AmeriVision Communications, Inc. d/b/a Affinity 4Bandwidth.com, Inc.BCN Telecom, Inc.Bluegrass Wireless, LLCBoomerang Wireless, LLCBudget PrePay, Inc. dba Budget MobileBullsEye Telecom, Inc.

— Celico Partnership dba Verizon Wireless— Cincinnati Bell Wireless, LLC— Cintex Wireless, LLC— Coast to Coast Cellular, Inc.— Consumer Cellular, Incorporated— Credit Union Wireless— Credo Mobile, Inc.— Cricket Communications, Inc.— CTC Communications Corp. d/b/a EarthLink Business I— Cumberland Cellular Partnership— East Kentucky Network, LLC dba Appalachian Wireless

Easy Telephone Service Company dba Easy Wireless— Ernest Communications, Inc.— Flash Wireless, LLC— Flatel Wireless, Inc dba Zing PCS— France Telecom Corporate Solutions L.L.C.

Free Mobile, Inc.— Globalstar USA, LLC— Granite Telecommunications, LLC

GreatCall, Inc. d/b/a JitterbugGTE Wireless of the Midwest dba Verizon WirelessHalo Wireless, Inc.i-Wireless, LLCltsOn, Inc. dba ZactKDDI America, Inc.Kentucky RSA #1 Partnership

Kentucky RSA #3 Cellular GeneralKentucky RSA #4 Cellular GeneralLightyear Network Solutions, LLCLycamobile USA, Inc.MCC Telephony of the South, LLCNew Cingular Wireless PCS, LLC dba AT&T Mobility, PCSNew Par dba Verizon WirelessNextel Boost West, LLCNextel West CorporationNexus Communications, Inc.NPCR, Inc. dba Nextel PartnersOnStar, LLCPNG Telecommunications, Inc. dba PowerNet Global CommunicationsPowertel/Memphis, Inc. dba T-MobilePuretalk Holdings, LLCQ Link Wireless, LLCReady Wireless, LLCReunion Wireless Services, LLCRural Cellular CorporationSage Telecom Communications, LLCSI Wireless, LLCSprint Spectrum, L.P.SprintCom, Inc.T-Mobile Central, LLC dba I-MobileTAG Mobile, LLCTelefonica USA, Inc.Tempo Telecom, LLCTotal Call Mobile, Inc.Touchtone Communications, Inc.TracFone Wireless, Inc.Tri-M Communications, Inc. dba Globalinx

— True Wireless, LLCTruphone, Inc.Unity Telecom, LLCVirgin Mobile USA, L.P.WDT Wireless Telecommunications, Inc.WDT World Discount Telecommunications Co.West Virginia PCS Alliance, L.C.WiMacTel, Inc.Wizie Mobile, LLC

Crittendon County Tower sites

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ASR Registration Search Results

ASR Registration Search

Registration Search Results

layed Results

Specified Search

Latitude=’37-19-00.3 N’, Longitude= ‘88-04-34.3 W’, Radius=29 Kilometers

= Pending Application(s)

OverallHeightAbove

Registration File Structure GroundNumber Status Number Owner Name Latitude/Longitude City/State (AGL)

1 1002126 Constructed A0730291 CROWN CASTLE GT 37-25-03.9N PROVIDENCE, 126.8COMPANY LLC 087-47-16.5W KY

2 1030656 Constructed A0384695 CROWN CASTLE GT 37-19-00.3N MARION, KY 90.5COMPANY LLC 088-04-34.3W

3 1030657 Constructed A0560217 CROWN CASTLE GT 37-05-16.6N EDDYVILLE, 122.5COMPANY LLC 088-02-29.6W KY

4 1031948 Terminated A0037894 GTE MOBILNET OF 37-26-51.0N STURGIS, KY 91.4KENTUCKY INCORPORATED 088-00-33.0W

5 1031949 Constructed A0848311 CeIlco Partnership 37-26-51.1N STURGIS, KY 91.4088-00-33.0W

6 1035981 Terminated A0042497 LONG DISTANCE 37-07-18.ON PRINCETON, 107.5MANAGEMENT 087-52-45.0W KY

7 1039663 Constructed A0457116 Texas Gas Transmission, 37-17-07.ON PRINCETON, 62.0LLC 087-54-41.0W KY

1040638 Constructed A0539265 Pinnacle Towers LLC 37-07-22.ON Princeton, KY 111.6087-52-45.5W

9 1042595 Constructed A0050200 JOE MYERS PRODUCTIONS 37-20-16.0N MARION, KY 89.0INC 088-04-03.0W

10 1043415 Constructed A0796244 New Cingular Wireless PCS, 37-09-17.3N LEWISTON, 80.5LLC 087-48-08.8W KY

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ASR Registration Search Resultsl.htm[$129/2013 3:24:26 PM]




layed Results


Registration File StructureNumber Status Number Owner Name Latitude/Longitude City/State

Specified Search

Latitude=’37-19-OO.3 N, Longitude= 88-04-34.3 W’, Radius=29 Kilometers

I.11 1043416 Constructed A0796245 New Cingular Wireless PCS, LLC 37 26-08 9N STURGIS, KY 95 7

087-59 07 1W

12 1043418 Constructed A0796246 New Cingular Wireless PCS, LLC 37-21 50 8N PROVIDENCE, 117 3087-48 00 9W KY

13 1043420 Constructed A0796248 New Cingular Wireless PCS, LLC 37 19 03 2N MARION, KY 82 6088-04-31 8W

14 1043421 Constructed A0796249 New Cingular Wireless PCS, LLC 37 03 52 iN KUHAWA, KY 96 0088-09-27 3W

15 1043864 Constructed A0051603 DART INC 37 07 14 ON PRINCETON, 57 0087-51-31.0W KY

16 1044589 Constructed A0052616 TILENT INC WWLK 37-04-28.ON EDDYVILLE, 74.8088-04-44.0W KY

17 1044590 Constructed A0052617 TILENT INC WWLK 37-04-28.0N EDDYVILLE, 74.1088-04-47.0W KY

1044826 Constructed A0547371 KENTUCKY, COMMONWEALTH OF 37-13-05.ON NEEDMORE, 78.0DBA = KY EMERGENCY WARNING 087-50-45.0W KYSYSTEM KEWS

19 1065479 A0789422 Time Warner Cable Midwest LLC 37-33-28.ON Sturgis, KY088-00-46.9W

20 1065833 A0702896 Freeland,]im 37-04-20.ON LIVINGSTON088-15-02.0W CTY, KY

Constructed

Dismantled

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55.2

152.4

ASR Registration Search Results2.htm[$/29/2013 3:26:55 PM]

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layed Results

Specified Search

Latitude=’37-19-00.3 N’, Longitude= ‘88-04-34.3 W’, Radius=29 Kilometers



21 1200526 Constructed A0134737 Big Rivers Electric Corporation 37-10-49.ON Crider, KY 62.5087-59-41.0W

22 1201151 Constructed A0754859 Clearview Tower Company, LLC 37-06-37.1N Princeton, 87.0087-53-31.0W KY

23 1201153 Constructed A0857156 Global Tower, LLC 37-05-29.1N luka, KY 83.8088-17-17.1W

24 1204765 Constructed A0136726 Big Rivets Electric Corporation 37-19-03.ON Marion, KY 50.3088-04-29.0W

25 1204986 Constructed A0103525 LODESTAR ENERGY, INC. 37-24-51.1N Providence, 18.0087-46-01.0W KY

26 1205342 Granted A0101359 Rivet Region Propane Gas, Inc. 37-32-30.1N Marion, KY 9.1087-57-30.0W

27 1214171 Constructed A0755728 Mediacom Southeast LLC 37-07-14.2N Princeton, 70.0087-52-55.1W KY

1216581 Constructed A0820803 SpectraSite Communications, LLC. 37-31-52.ON Cave in 109.1through American Towers, LLC. 088-12-44.8W Rock, IL

29 1221639 Constructed A0728832 CROWN CASTLE GT COMPANY LLC 37-09-28.4N Princeton, 95.1087-47-40.8W KY

30 1222154 Constructed A0834077 SBA Properties, LLC 37-03-24.5N GRAND 95.4088-14-07.3W RIVERS, KY

ASR Registration Search Results3 .htrn[8/29/20 133:27:07 PM]




layed Results

Specified Search

Latitude=37-19-OO.3 N, Longitude= 88-04-34.3 W’, Radius=29 Kilometers



31 1222209 Granted A0164668 Providence, City of 37-24-00.1N Providence,087-45-39.0W KY

32 1222212 Granted A0164674 Providence, City of 37-24-23.1N Providence,087-45-46.0W KY

33 1227609 Constructed A0821069 SpectraSite Communications, LLC. 37-34-37.0N Dixon, KYthrough American Towers, LLC. 087-45-02.0W

34 1231318 Constructed A0848443 Ceilco Partnership 37-14-55.1N Burna, KY088-20-42.2W

35 1234608 Granted A0270248 UNION COUNTY AIRPORT BOARD 37-32-34.8N STURGIS, KY087-57-24.3W

36 1240993 Constructed A0422368 DBA Ford Communications 37-07-21.1N Princeton, KY087-52-42.0W

37 1245081 Granted A0393458 City of Sturgis 37-32-48.SN Sturgis, KY087-59-06.7W

1247278 Constructed A0644806 PRINCETON,KY 37-08-08.1N PRINCETON,087-53-47.0W KY

39 1248684 Constructed A0798917 New Cingular Wireless PCS, LLC 37-07-07.7N Smithland, KY088-20-29.0W

40 1254915 Constructed A0573042 Southern Illinois Power 37-30-32.3N Elizabethtown,Cooperative 088-14-52.9W IL

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ASR Registration Search Results4.htrn[8/29/2013 3:27:18 PM]

29.8

36.8

89.9

108.8

11.6

54.8

36.9

79,2

93.9

79.2




layed Results

Specified Search

Latitude=37-19-OO.3 N, Longitude= 88-04-34.3 W’, Radius=29 Kilometers


Overall HeightRegistration File Structure Above GroundNumber Status Number Owner Name Latitude/Longitude City/State (AGL)

41 1256011 Constructed A0818991 American Towers, 37-06-41.4N Princeton, 52.1LLC. 087-47-14.7W KY

42 1261019 Constructed A0616619 Big Rivers Electric 37-14-15.7N Salem, KY 119.8Corporation 088-17-41.3W

43 1271446 Constructed A0700453 Freeland,]im 37-06-47.2N Smithland, 98.7088-21-34.1W KY

44 1272322 Granted A0660127 Princeton Electric 37-06-51.ON Princeton, 103.6Plant Board 087-56-32.0W KY

45 1275092 Constructed A0819692 American Towers, 37-32-59.ON Stugis, KY 60.7LLC. 088-00-09.0W

46 1276058 Cancelled A0698027 AT&T Mobility LLC 37-16-31.3N Salem, KY 82.3088-13-54.9W

47 1276270 Constructed A0819739 American Towers, 37-16-31.3N Salem, KY 78.9LLC. 088-13-54.9W

48 1280106 Granted A0734807 Crittenden, County 37-18-52.ON Marion, KY 42.7of 088-04-51.7W

1288526 Granted A0829546 CelIco Partnership 37-09-40.8N FREDONIA, 91.1088-09-52.5W KY

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ASR Registration Search Results5.htrn[8/29/2013 3:27:27 PM]

AS R Registration Search Restilts



layed Results

Specified Search

Structure State = KENTUCKYStructure County = CRITTENDEN


Overall HeightRegistration File Structure Above GroundNumber Status Number Owner Name Latitude/Longitude City/State (AGL)

1 1030656 Constructed A0384695 CROWN CASTLE GT 37-19-00.3N MARION, 90.5COMPANY LLC 088-04-34.3W KY

2 1031948 Terminated A0037894 GTE MOBILNET OF 37-26-51.ON STURGIS, 91.4KENTUCKY INCORPORATED 088-00-33.0W KY

3 1031949 Constructed A0848311 Cellco Partnership 37-26-51.1N STURGIS, 91.4088-00-33.0W KY

4 1042595 Constructed A0050200 JOE MYERS PRODUCTIONS 37-20-16.0N MARION, 89.0INC 088-04-03.0W KY

5 1043416 Constructed A0796245 New Cingular Wireless PCS, 37-26-08.9N STURGIS, 95.7LLC 087-59-07.1W KY

6 1043420 Constructed A0796248 New Cingular Wireless PCS, 37-19-03.2N MARION, 82.6LLC 088-04-31.8W KY

7 1204765 Constructed A0136726 Big Rivers Electric 37-19-03.ON Marion, KY 50.3Corporation 088-04-29.0W

8 1280106 Granted A0734807 Crittenden, County of 37-18-52.ON Marion, KY 42.7088-04-51.7W

1288526 Granted A0829546 Cellco Partnership 37-09-40.8N FREDONIA, 91.1088-09-52.5W KY

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ASR Registration Search Results6.htrn[$129/2013 3:50:57 PM]

0 9 I C -Ix

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STEVEN B. QUALLEYROXANNE M. QUALLEY4000 S. Inverness Farm RoadBloomington, IN 47401

WESTERN ACQUISITION, INC.

Septeniber 3,2013

Pike [cue! Group Pt [CAnn: Stepheit C. Letttz157$ tIihwa 44 Last, Suite 6PD Box 360Shepherdsville. KY 101654)369

R[: Verizon Wireless D cushiirg Project

Dear Mr. lent?:

Western Acquisition, Inc. is a site acquisition vendor tbr Veriron Wireless. The process uttli7ed inselect in the site fr the ahovere threnced proposed commun cat ions [Ic! lit v begun wit Ii he radioli-eqtiencv engineers’ evaluation of service coverage requirements. VzW’s engineering team thenpros ided a search area map. based on their evaltiat ion, designating the required location of the nessDcii it des igneci to meet tlte service objectis as and otTer the best qual it service to customers inthe sers ice area.

Verizon Wireless is committed to collocation and li’equentk locates eqttiprnent on existing towersand ho! Id! ngs. Tb is practice saves time and capital compared to building a ness tower. Veri7onWireless has reciprocal agreements ss ith other se ireless carriers regari I ing collocation and a! linescollocation on its towers.

Western Acquisition. Inc. conducted tin exhaustive search fr a suitable ccsllocation site within thedesignated search area. The search ring for tins project is cotnprisecl of rcira I propel es located onthe north side of the town of D3 cushtirg. There tire no existing toss era or tall structures in or near\‘Cricon Wireless’ specified searli area. Once sse determined there were no existing structures forcollocation, we began to search fir a suitable raw land site to construct a ness toss er. lhet,roposed site is pattI?c land ss ith only one other nearl,s’ residence.

7/cycnit 13. Qual

Phone: (812) 3 (812) 345—1558Email: w’csternacquisitionä earthlink,nct

m x -I -n

Mail Processing Center

federal Aviation AdministrationSouthwest Regional OfficeObstruction Evaluation Group2601 Meacham BoulevardFort Worth, IX 76137

Issued Date: 04/11/2013

Melissa HuntCeilco Partnership1120 Sanctuary PkwyAipharetta, GA 30009

Aeronautical Study No.201 3-ASO-1505-OE

** DETERMINATION Of NO HAZARD TO AIR NAVIGATION **

The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C.,Section 44718 and if applicable Title 14 of the Code of federal Regulations, part 77, concerning:

Structure:Location:Latitude:Longitude:Heights:

Tower EV DycusburgFredonia, KY37-09-40.8 iN NAD 8388-09-52.53W460 feet site elevation (SE)299 feet above ground level (AGL)759 feet above mean sea level (AMSL)

This aeronautical study revealed that the structure does not exceed obstruction standards and would not be ahazard to air navigation provided the following condition(s), if any, is(are) met:

As a condition to this Determination, the structure is marked/lighted in accordance with FAA Advisory circular70/7460-1 K Change 2, Obstruction Marking and Lighting, a med-dual system - Chapters 4,8(M-Dual),&12.

It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time theproject is abandoned or:

At least 10 days prior to start of construction (7460-2, Part I)X Within 5 days after the construction reaches its greatest height (7460-2, Part II)

This determination expires on 10/11/2014 unless:

(a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of ActualConstruction or Alteration, is received by this office.

(b) extended, revised, or terminated by the issuing office.(c) the construction is subject to the licensing authority of the Federal Communications Commission

(FCC) and an application for a construction permit has been filed, as required by the FCC, within6 months of the date of this determination. In such case, the detenuination expires on the dateprescribed by the FCC for completion of construction, or the date the FCC denies the application.

Page 1 of3

NOTE: REQU liST FOR EXFLNSJON of TilE EFFECTIVE PERIOD 01- TillS DETERMINATION MUSTBE E-fILEI) AT LEAST 15 DAYS PRIOR TO lifE EXPIRATION DATE. AFTER RE-EVALUATiONOF CURRENT OPERATiONS IN TIlE AREA OF THE STRUCTURE TO DETERMINE ThAT NOSIGNIFICANT AERONAUTICAL CHANGES hAVE OCCURRED, YOUR DETERMINATION MAY BEELIGIBLE FOR ONE EXTENSION OF TIlE EFFECTIVE PERIOD.

This determination is based, in part, on the foregoing description which includes specific coordinates , heights,frequency(ies) and power. Any changes in coordinates , heights, and frequencies or use of greater power willvoid this determination. Any future construction or alteration , including increase to heights, power, or theaddition of other transmitters, requires separate notice to the FAA.

This determination does include temporary construction equipment such as cranes, derricks, etc., which may beused during actual construction of the structure. However, this equipment shall not exceed the overall heights asindicated above. Equipment which has a height greater than the studied structure requires separate notice to theFAA.

This determination concerns the effect of this structure on the safe and efficient use of navigable airspaceby aircrafi and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, orregulation of any Federal, State, or local govermuent body.

Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstructionlight, regardless of its position, should be reported immediately to ($77) 487-6867 so a Notice to Airmen(NOTAM) can be issued. As soon as the nonnal operation is restored, notify the same number.

A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because thestructure is subject to their licensing authority.

If we can be of further assistance, please contact our office at (847) 294-8084. On any future correspondenceconcerning this matter, please refer to Aeronautical Study Number 2013-ASO-i505-OE.

Signature Control No: 184445891-187471322 (DNE)Carole BernacchiTechnician

Attachment(s)Frequency Data

cc: FCC

Page 2 of 3

frequency Data ftr ASN 2013-ASO-1505-OE

LOW HIGH FREQUENCY ERPFREQUENCY FREQUENCY UNiT ERP UNiT

69$ 806 Mhz 1000 W806 824 MHz 500 W$24 $49 MHz 500 W851 866 MHz 500 W$69 $94 Mhz 500 W$96 901 MHz 500 W901 902 MHz 7 W930 931 MHz 3500 W931 932 MHz 3500 W932 932.5 MHz 17 dBW935 940 MHz 1000 W940 941 MHz 3500 W1850 1910 MHz 1640 W1930 1990 MHz 1640 W2305 2310 MHz 2000 W2345 2360 MHz 2000 W

Page 3 of3

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STEVEN BESHEAR

Governor

June 27, 2013

KENTUCKY AIRPORT ZONING COMMISSION90 Airport Road, Bldg 400

Franklort, KY 40601www.transpo rtation.ky.gov/aviation

502 564-4480

APPROVAL OF APPLICATION

APPLICANT:Cetico PartnershipCetico Partnership1120 Sanctuaiy Pkwy#I50 MCGASA5REG

Alpharetta, GA 30009

SUBJECT: AS-028-M34—20 13-049

STRUCTURE:LOCATION:COORDINATES:HEIGHT:

Antenna TowerFredonia, KY370 9’ 40.18” N / 880 9’ 5253” W

299’ AGL/759’AMSL

The Kentucky Airport Zoning Commission has approved your application for a permit to construct

299’AGL/ 759’AMSL Antenna Tower near Fredonia, KY 37° 9’ 40. 18” N / 88° 9’ 52.53” W.

This permit is valid for a period of 18 Month(s) fiom its date of issuance. If construction is not completed

within said 18—Month period, this permit shall lapse and be void, and no work shalt be peiformed without

the issuance ofa new permit.

A copy of the approved application is enclosed for your files.

Medium Dual Obstruction Lighting is required in accordance with 602 KAR 50:100.

Ite’ztucky’uNIrn,pLv SPIRIT

Iohn Houlihan

Administrator

An Equal Opportunity Employer M/F/D

STEVEN BESHEAR

Governor

KENTUCKY AIRPORT ZONING COMMISSION

90 Airport Road, Bldg 400

Frankfort, KY 40601

www.transportation.ky.gov/aviation

502 564-4480

June 27, 2013

APPROVAL Of APPLICATION

APPLICANT:

Ceilco Partnership

Ceilco Partnership

1120 Sanctuary Pktvy[ll 150 MCGASA5REO

Aiphatetta, GA 30009

SUBJECT: AS—028-M34—20 13-049

STRUCTURE:

LOCATION:

COORD[NATES:

HEIGHT:

Antenna TowerFredonia, KY

37° 9’ 401 8” N/ 88° 9’ 52.53” W

299’ AGL/759’AMSL

The Kentucky Airport Zoning Commission has approved your application for a permit to construct

299’AGL/ 759’AMSL Antenna Tower near Fredonia, KY 37° 9’ 40.18” N / 88° 9’ 52.53” W.

This permit is valid for a period of 18 Month(s) fiotn its date of issuance. If construction is not completed

within said 18-Month period, this permit shall lapse and be void, and no work shall be performed without

the issuance of a new permit.

A copy of the approved application is enclosed for your files.

Medium Dual Obstruction Lighting is required in accordance with 602 KAR 50: 100.

j<enru8ëPUNW?IDLEØ $PIHIT

Administrator

An Equal Opportunity Employer M/FID

STEVEN BESHEAR

Governor

KENTUCKY AIRPORT ZONING COMMiSSION

90 Airport Road, Bldg 400

Franklort, KY 40601

www.transportation.ky.gov/aviation

502 564-4480

CONSTRUCTION/ALTERATION STATUS REPORT

June 27, 2013

AERONAUTICIAL STUDY NUMBER: A$-028-M34—2013-049

Ceilco Partnership

Ceilco Partnership

I 120 Sanctuaty Pk’ty# 150 MCGA$A5REG

Alphaietta, GA 30009

This concerns the permit which was issued to you by the Kentucky Airport Zoning Commission on June 27, 2013.

This permit is valid for a period of 1$ Month(s) from its date of issuance. If construction is not completed within the

said 18-Month period, this permit shalt lapse and be void, and no work shall be performed without the issuance of a

new permit. When appropriate, please indicate the status of the project in the place below and return this letter to

John Houlihan, Administrator, Kentucky Airport Zoning Commission, 90 Airport Road, Bldg 400, Frankfort, KY,

40601. 502 564-4480.

STRUCTURE:

LOCATION:

COORDINATES:

HEIGHT:

Antenna Tower

Fredonia, KY370 9’ 40.18” N/ 88° 952.53” W

299’ AGL /759’AMSL

CONSTRUCTION/ALTERATiON STATUS

I. The project ( ) is abandoned. ( ) is not abandoned.

2. Construction status is as follows:

Structure reached its greatest height of

ft. AMSLon

-

________

ft. AGL

_____

(date).

Date construction was completed. =

Type of obstruction marking/painting.

Type of obstruction lighting.

__________

As built coordinates.

Miscellaneous Information.

DATE

____

SIGNATURE/TITLE

j<entuëliPuNzrn,oLp SPIRIT -

An Equal Opportunity Employer M/F/D

LATITUDE

37°09’4081N.

LONGITUDE

88°09’52.53W.

DESCRIPTION OF PROPOSAL

Proposal for 299’ AGL Communications tower.

Chairperson, KAZC

,JXbAdministrator. KAZC

KENTUCKY TRANSPORTATION CABINET Rev. 07/2010

,JL

Page2of2

KENTUCKY AIRPORT ZONING COMMISSION

APPLICATION FOR PERMIT TO CONSTRUCT OR ALTER A STRUCTURE

APPLICANTfn0me)PHONE

FAXKYAERONAUTICALSTUDYIt

Celico Partnership770-797-1128 770-797-1034 4i’— Z Y - M 3’ t — Z di 3’ — 0

ADDRESS (Street)CITY

STATEZIP

1120 SanctuaryPkwy 15OMCGASA5REG AlpharettaGA

30009

APPLICANT’S REPRESENTATIVE (name) PHONEFAX

Robert Graper770-797-1128 770-797-1034

ADDRESS (street)CITY

STATEZIP

1120 Sanctuarypkwy 15OMCGASASREG AtpharettaGA

30009

APPLICATION FOR New Construction Li Alteration Li Existing WORK SCHEDULE

DURATION Permanent El Temporary (months days ) Start End

TYPE LiCrane Li Building MARKING/PAINTING/LIGHTING PREFERRED

Antenna TowerEl Red Lights & Paint LiWhite- medium intensity Li White. high intens?

Li Power Line El Water Tank Dual- red & medium intensity white Li Dual- red & high intensity whit

Li Landfill El Other El Other DATUM NAD83 [J NAD27

Li Other

NEAREST IfENTUCKY/ NEAREST KENTUCKY PUBLIC USE OR MILiTARY AIRPORT

City Fredonia County Crittenden I

SITE ELEVATION (AMSL, feet) TOTAL STRUCTURE HEIGHT (AGL, feet) CURRENT (FAA aeronautical study

460

299

2013AS015050E

OVERALL HEIGHT (site elevation plus total structure height, feet)PREVIOUS (FAA aeronautical stud

759

DISTANCE (from nearest Kentucky public use or Military airport to structure) PREVIOUS (KY aeronautical study

DIRECTION (from nearest Kentucky public use or Military airport to structure)

DESCRIPTION OF LOCATION (Attach USGS 7.5 minute quadrangle map or an airport layout drawing with the prec

marked and any cert(fled survey.)

State Highway 902 West -Fredonia, KY 42411

FAA Form 74604 (Has the “Notice of Construction orAlteration” been filed with the FederalAviation Administr

Li No Yes, when? 04/11/2013

CERTIFICATION (I hereby certify that all the above entries, made by me, are true, complete, and correct to the I

my knowledge and belief.)

PENALITIES (Persons failing to comply with KRS 183.861 to 183.990 and 602 KAR 050 are liable forfines and/o

imprisonment as set forth in KRS 183.990(3). Noncompliance with FAA regulations may result in further penalt

NAMETITLE

SIGNATUREIDATE

Robert Graper MTS-Network

J05/01/2013

COMMISSION ACTION

‘,Approved

I I Disapproved

DATE

1/

C, m 0 -I m xx

Zx

I m -o 0 -I

Land Surveyors & Consulting Engineers

GEOTECHNIC4L ENGINEERING STUDY

Proposed Dycusburg TowerN37° 09’ 40.807” W88° 09’ 52.532”

806 State Road 902 West,Fredonia, Crittenden County, Kentucky

Project No. 13-8422

FStan Land Surveyors &Consulting Engineers

2540 Ridgemar Court Suite 102Louisville, KY 40299Phone: (502) 636-5111Fax: (502) 636-5263

Prepared For:

Ms. Amy HarperCelico Partnership dba Verizon Wireless2441 Holloway RoadLouisville, KY 40299

Date: February 25,2012

FF

february 25, 2013

Ms. Amy HarperCELLCO Partnership dba Verizon Wireless2441 Holloway RoadLouisville, Kentucky 40299

Re: Geotechnical Engineering StudyProposed 290-foot Self-Support Tower with a 10-foot Lightning ArrestorCELLCO Partnership dba Verizon Wireless Site Name: DycusburgN37° 09’ 40.807” / W$$° 09’ 52.532”$06 State Road 902 West, fredonia, Crittenden County, KentuckyProject No. 13-8422

Dear Ms. Harper:

Transmitted herewith is our geotechnical engineering report for the referenced project. Thisreport contains our findings, an engineering interpretation of these findings with respect to theavailable project characteristics, and recommendations to aid design and construction of thetower foundations.

We appreciate the opportunity to be of service to you on this project. if you have any questionsregarding this report, please contact our office.

Cordially,-

I

,/tt iL tvtLEhzbth W Stuber, P E ) jGeotëchmcal Engineer L/Z) /‘Kentucky License No 21636

Copies submitted: (3) Ms. Amy Harper

Geotechnicat Engineering Study DycusburgProject Number 13-8422 Februa..y 25, 2013

LETTER OF TRANSMITTAL

TABLE OF CONTENTS

gç

1. PURPOSE AND SCOPE 3

2. PROJECT CHARACTERISTICS 3

3. SUBSURFACE CONDITIONS 4

4. FOUNDATION DESIGN RECOMMENDATIONS 5

4.1 TowER 5

4.1.1. Drilled Piers 5

4.1.2. Mat Foundation 6

4.2. EQUIPMENT BUILDING 7

4.3. DRAINAGE AI’ID GRouNDwATER CoNsIDERATIoNs 7

5. GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS 8

5.2 FILL COMPACTION 9

5.3 CoNsTRuCTION DEwATERING 10

6. FIELD INVESTIGATION 10

7. WARRANTY AND LIMITATIONS OF STUDY 10

APPENDIX

GEOTECHNICAL BORiNG LOGSOIL SAMPLE CLASSIFICATION

Geotechnicat Engineering Study DycusburgProject Number 13-8422 Febniaiy 25, 2013

GEOTECHNICAL ENGINEERING INVESTIGATION

Proposed 290-foot Self-Support Tower with a 10-foot Lightning ArrestorCELLCO Partnership dba Verizon Wireless Site Name: Dycusburg

N37° 09’ 40.807” / W88° 09’ 52.532”806 State Road 902 West, fredonia, Crittenden County, Kentucky

Project No. 13-8422

1. PURPOSE AND SCOPE

The purpose of this study was to determine the general subsurface conditions at the site of the

proposed tower by drilling three soil test borings and to evaluate this data with respect to

foundation concept and design for the proposed tower. Also included is an evaluation of the site

with respect to potential construction problems and recommendations dealing with quality

control during construction.

2. PROJECT CHARACTERISTICS

CELLCO Partnership dba Verizon Wireless is proposing to construct a 290 feet tall self-support

communications tower with a 10 feet tall lightning arrestor on property owned by Dan and Nancy

Weaver located at N37° 09’ 40.807” / W88° 09’ 52.532”, 806 State Road 902 West, Fredonia,

Crittenden County, Kentucky. The proposed lease area will be 100 feet x 100 feet. The site is

located in a open field near the home of the property owner. The surrounding area is generally

farmland. The site will be accessed from the existing driveway off State Road 902 and then a

short, new access road that will run east to the lease area. The elevation of the site is

approximately 460 feet msl and less than a 6 foot change in elevation across the proposed lease

area.

Preliminary information provided us indicates that this project will consist of constructing a

communications self-support tower about 290 feet tall with a lightning arrestor 10 feet tall. We

have assumed the following structural information:

• Compression = 400 kips• Uplifi (each leg) = 250 kips• Total shear 45 kips

Geotechnical Engineering Study DycusburgProject 1V,nther 13-8422 Febniaiy 25, 2013

The development will also include a small equipment shelter near the base of the tower. Thewall and floor loads for the shelter are assumed to be less than 4 kip/ln.fl. And 200 lbs/sq.ft.,respectively.

Site Geology

The Dycusburg KY Geologic Quadrangle map indicates that the site was underlain by members

of the St. Louis and Salem Limestone Formations. These formations are typically mircograined

to coarse grained and contains chert fragments were weathered. These formations are known to

vary in depth across short horizontal distances and is very active in the development of karst

features such as widen joints and sinkholes. A significant number of depressions or sinkholes

were shown mapped on the topographic map of the quadrangle. The owner should understandthat there is an inhered risk of sinkhole related issues to structures built in this region.

3. SUBSURFACE CONDITIONS

The subsurface conditions were explored by drilling three test borings at the base of the proposed

tower that was staked in the field by the project surveyor. The Geotechnical Soil Test Boring

Logs, which are included in the Appendix, describes the materials and conditions encountered. Asheet defining the terms and symbols used on the boring log is also included in the Appendix. The

general subsurface conditions disclosed by the test borings are discussed in the followingparagraphs.

Little to no topsoil was encountered at the existing ground surface. The borings encountered

medium to high plasticity clay (CH) from the surface the scheduled termination depths from 40 and

15 feet. The SPT N-values in the clay soils ranged from 21 to 56 blows per foot (bpf) indicating a

very stiff to hard consistency in part because of all the chert and limestone fragments encountered.

Observations made at the completion of drilling operations indicated the boring to be dry. It must

be noted, however, that short-term water readings in test borings are not necessarily a reliable

Geoteclinicut Engineering Study DycusburgProject Number 13-8422 februa,y 25, 2013

indication of the actual groundwater level. furthermore, it must be emphasized that thegroundwater level is not stationary, but will fluctuate seasonally.

Based on the limited subsurface conditions encountered at the site and using Table 1615.1.1 ofthe 2002 Kentucky Building Code, the site class is considered” C”. Seismic design requirementsfor telecommunication towers are given in section 1622 of the code. A detailed seismic studywas beyond the scope of this report.

4. FOUNDATION DESIGN RECOMMENDATIONS

The following design recommendations are based on the previously described projectinformation, the subsurface conditions encountered in our borings, the results of our laboratorytesting, empirical correlations for the soil types encountered, our analyses, and our experience. Ifthere is any change in the project criteria or structure location, you should retain us to review ourrecommendations so that we can determine if any modifications are required. The findings ofsuch a review can then be presented in a supplemental report or addendum.

We recommend F Stan be retained to review the near-final project plans and specifications,pertaining to the geotechnical aspects of the project, prior to bidding and construction. Werecommend this review to check that our assumptions and evaluations are appropriate based onthe current project information provided to us, and to check that our foundation and earthworkrecommendations were properly interpreted and implemented.

4.1 Tower

Our findings indicate that the proposed self-support tower can be supported on a drilled pier or on acommon mat foundation. A drilled pier supported mainly by side friction is strongly preferred dueto the significant karst activity taking place at or very near the site.

4.1.1. Drified Piers

A drilled pier that bear in the clay below a depth of about 5 feet can be designed for a net allowableend bearing pressure of 8,000 pounds per square foot (psf). The following table summarizes the

Geotechnical Engineering Study DycusburgProject Number 13-8422 februmy 25, 2013

recommended values for use in analyzing lateral and frictional resistance for the various strataencountered at the test boring. It is important to note that these values are estimated based on thestandard penetration test results and soil types, and were not directly measured. The values providedfor undrained shear strength and total unit weight are ultimate values and appropriate factors ofsafety should be used in conjunction with these values. If the pier will bear deeper than about 40feet, a deeper boring should be drilled to detennine the nature of the deeper material.

Depth Below Undrained Angle of Total Unit Allowable Passive AllowableGround Surface, Shear Internal Weight, Soil Pressure, Side Friction,

feet Strength, Friction, pcf psf/one foot of depth psf

psf 0, degrees

0—5 1,000 0 120 750 +40D 0

5 —40 4,000 0 120 2,000 + 40(D-5) 1000Note: D — Depth below ground surface (in feet) to point at which the passive pressure is calculated.

It is important that the drilled pier be installed by an experienced, competent drilled pier contractorwho will be responsible for properly installing the piers in accordance with industry standards andgenerally accepted methods, without causing deterioration of the subgrade. The recommendationscontained herein relate only to the soil-pier interaction and do not account for the structural designof the pier.

4.1.2. Mat Foundation

As an alternative, the tower could be supported on a common mat foundation bearing at a depth ofat least 3.5 feet in the hard clay. A net allowable bearing pressure of up to 5,000 pounds per squarefoot may be used. This value may be increased by 30 percent for the maximum edge pressure undertransient loads. A friction value of 0.30 may be used between the concrete and the underlying clay.The passive pressures given for the drilled pier foundation may be used to resist lateral forces.It is important that the mat be designed with an adequate factor of safety with regard to overturningunder the maximum design wind load.

Geotechnical Engineering Study DycusburgProject Number 13-8422 Febnimy 25, 2013

4.2. Equipment Building

The equipment building may be supported on shallow spread footings bearing in the shallowclayey silt and designed for a net allowable soil pressure of 3,000 pounds per square foot. Thefootings should be at least ten inches wide. If the footings bear on soil they should bear at a depthof at least 30 inches to minimize the effects of frost action. All existing topsoil or soft natural soilshould be removed beneath footings.

The floor slab for the new equipment building may be subgrade supported on a properly preparedsubgrade. The slab should be designed and adequately reinforced to resist the loads proposed.The exposed subgrade should be carefully inspected by probing and testing as needed. Anyorganic material still in place, frozen or excessively soft soil and other undesirable materials

should be removed.

Once the subgrade has been properly prepared and evaluated, fill may be placed to attain thedesired final grade. Any non-organic, naturally occurring, non-expansive soils can be used forstructural fill, including those encountered on this site, pending evaluation by the geotechnicalengineer.

All engineered fill should be compacted to a dry density of at least 98 percent of the standardProctor maximum dry density (A$TM D698). The compaction should be accomplished byplacing the fill in about eight inch loose lifts and mechanically compacting each lift to at least thespecified density. field tests should be performed on each lift as necessary to insure that adequatecompaction is being achieved.

4.3. Drainage and Groundwater Considerations

Good site drainage must be provided. Surface run-off water should be drained away from the

shelter building and not allowed to pond. It is recommended that all foundation concrete be

placed the same day the excavation is made.

Geotechnicat Engineering Study DycusburgProject Number 13-8422 Februaiy 25, 2013

At the time of this investigation, groundwater was not encountered. Therefore, no specialprovisions regarding groundwater control are considered necessary for the proposed structures.

5. GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS

It is possible that variations in subsurface conditions will be encountered during construction.Although only minor variations that can be readily evaluated and adjusted for during constructionare anticipated, it is recommended the geotechnical engineer or a qualified representative beretained to perform continuous inspection and review during construction of the soils-relatedphases of the work. This will permit correlation between the test boring data and the actual soilconditions encountered during construction.

5.1 Foundation Excavation Inspection

5.1.1 Drilled Piers

The following recommendations are recommended for drilled pier construction:

• Clean the foundation bearing area so it is nearly level or suitably benched andis free of ponded water or loose material.

• Provide a minimum drilled shaft diameter of 36 inches to reasonably enter thedrilled shaft excavation for cleaning, bottom preparation and inspection.

• Make provisions for ground water removal from the drilled shaft excavation.While the borings were dry prior to rock coring and significant seepage is notanticipated, the drilled pier contractor should have pumps on hand to removewater in the event seepage into the drilled pier is encountered.

• Specify concrete slumps ranging from 4 to 7 inches for the drilled shaftconstruction. These slumps are recommended to fill irregularities along thesides and bottom of the drilled hole, displace water as it is placed, and permitplacement of reinforcing cages into the fluid concrete.

Geotechnical Engineering Study DycusburgProject Number 13-8422 Februaiy 25, 2013

• Retain the geotechnical engineer to observe foundation excavations after thebottom of the hole is leveled, cleaned of any mud or extraneous material, anddewatered.

• Install a temporary protective steel casing to prevent side wall collapse,prevent excessive mud and water intrusion, and to allow workers to safelyenter, clean and inspect the drilled shaft.

• Inspect the drilled shaft excavation after the bottom of the hole is leveled,cleaned of any mud or extraneous material, and dewatered.

• Clean the socket “face” prior to concrete placements. Cleaning will requirehand cleaning or washing if a mud smear forms on the face of the rock. Thegeotechnical engineer should approve the rock socket surface prior to concreteplacement.

• The protective steel casing may be extracted as the concrete is placed provideda sufficient head of concrete is maintained inside the steel casing to preventsoil or water intrusion into the newly placed concrete.

• Direct the concrete placement into the drilled hole through a centering chute toreduce side flow or segregation.

5.2 Fifi Compaction

All engineered fill placed adjacent to and above the tower foundation should be compacted to adry density of at least 95 percent of the standard Proctor maximum dry density (ASTM D-698).This minimum compaction requirement should be increased to 98 percent for any fill placedbelow the tower foundation bearing elevation. Any fill placed beneath the tower foundationshould be limited to well-graded sand and gravel or crushed stone. The compaction should beaccomplished by placing the fill in about 8 inch (or less) loose lifts and mechanically compacting

each lift to at least the specified minimum dry density. field density tests should be performed on

each lift as necessary to insure that adequate moisture conditioning and compaction is being

achieved.

Geotechnicat Engineering Study DycusburgProject Number 13-8422 febniaiy 25, 2013

Compaction by flooding is not considered acceptable. This method will generally not achieve the

desired compaction and the large quantities of water will tend to sofien the foundation soils.

5.3 Construction Dewatering

No serious dewatering problems are anticipated. At the time of our investigation, the ground

water level appeared to be below the anticipated excavation depths. However, depending upon

seasonal conditions, some minor seepage into excavations may be experienced. It is anticipated

that any such seepage can be handled by conventional dewatering methods such as pumping from

sumps. Dewatering of drilled pier excavations that extend below the groundwater level may be

more difficult since pumping directly from the excavations could cause a deterioration of the

bottom of the excavation. If the pier excavations are not dewatered, concrete should be placed by

the tremie method.

6. FIELD INVESTIGATION

Three soil test borings were drilled based at the tower center location established in the field by the

project surveyor. Split-spoon samples were obtained by the Standard Penetration Test (SPT)

procedure (ASTM D1586) in all test borings. The borings were terminated at the scheduled depths

of 15 and 40 feet below the existing ground surface. The split-spoon samples were inspected and

visually classified by a geotechnical engineer. Representative portions of the soil samples were

sealed in glass jars and returned to our laboratory.

7. WARRANTY AND LIMITATIONS OF STUDY

Our professional services have been performed, our findings obtained, and our recommendations

prepared in accordance with generally accepted geotechnical engineering principles and practices.

This warranty is in lieu of all other warranties, either express or implied. FStan is not responsible

for the independent conclusions, opinions or recommendations made by others based on the field

exploration and laboratory test data presented in this report.

Geotechnicat Engineering Study DycusburgProject Number 13-8422 Februaiy 25, 2013

A geotechnical study is inherently limited since the engineering recommendations are developed

from information obtained from test borings, which depict subsurface conditions only at the

specific locations, times and depths shown on the log. Soil conditions at other locations may differ

from those encountered in the test borings, and the passage of time may cause the soil conditions tochange from those described in this report.

The nature and extent of variation and change in the subsurface conditions at the site may not

become evident until the course of construction. Construction monitoring by the geotechnical

engineer or a representative is therefore considered necessary to verify the subsurface conditions

and to check that the soils connected construction phases are properly completed. If significant

variations or changes are in evidence, it may then be necessary to reevaluate the recommendations

of this report. Furthermore, if the project characteristics are altered significantly from those

discussed in this report, if the project information contained in this report is incorrect, or if

additional information becomes available, a review must be made by this office to determine if any

modification in the recommendations will be required.

APPENDIX

GEOTECHNICAL BORING LOG

SOIL SAMPLE CLASSWICATION

F.S. Tan Land Consulting EngineersP.O. Box 17546 eo ec nica

(I Louisvie,KY 40217 Boring Log502-636-5263

Boring_No: —

Client: Celico Partnership dba Verizon Wireless Project Number: 12-8422

Project: Proposed Dycusburg Tower Drilling Firm: Hoosier Drilling

Location: N37° 09’ 40.807’ I W88° 09’ 52.532” Project Manager: Beth Stuber

Date Started: 2/14/2013 Total Depth of Boring: 40 ft

Date Completed: 2/14/2013 NA on rods

Boring Method: HSA-Auto Hammer DRY at completion

Surface Elevation: NA— NA hours after completion

Layer Depth Sample DataDepth Material Description Scale —

--

Remarksft ft No. rypf Blowsut.AY (CH) - very stiff to hard, brown-tan mottled

- reddish brown with chert and limestone fragments

SS 9-11-10 100

2 SS 20-32-20 100

3 SS 20-19-30 100

I SS 9-12-15 67

SS 12-13-18 33

6 SS 5-9-30 67

SS 12-15-19 33

8 SS 20-32-15 100

9 SS 17-18-21 100

10 SS 18-22-34 100

5—

io

15—

20—

25—

30:

40:

C,)

40.0 Bottom of Boring at 40 ft

Page 1 of 1

F.S. Tan Land Consulting EngineersP.O. Box 17546 eo ec nicaLouisville, KY 40217 Boring Log502-636-5111502-636-5263

Boring_No: —

Client: CeIlco Partnership dba Verizon Wireless Project Number: 12-8422

Project: Proposed Dycusburg lower Drilling Firm: Hoosier Drilling

Location: N37° 09 40.807” I W88° 09’ 52.532” Project Manager: Beth Stuber

Date Started: 2/14/2013 lotal Depth of Boring: 15 ft



Surface Elevation: NA— NA NA hours after completion

Layer Depth Sample DataDepth Material Description Scale — —

- -—

Remarksft . ft No. yp Blows% tsf %

ULAY (Cl-I) - very still to hard, brown-tan mottled


Bottom of Boring at 15 ft

io

15:

20—

25—

30—

40—

2

3

4

SS 11-12-15 100

SS 6-25-28 89

SS 18-25-31 100

SS 10-15-28 89

5 SS 17-50 61

C.)

U,@1

0qz

CU,U

0.

CSC

C.)

00-J

0z

0U,-J

CzICUI0UiIn

Page 1 of 1

F.S. Tan Land Consulting EngineersP.O.Box17546 eoec nicajzf

-

Louisville, KY 40217 Boring Log502-636-5263

Boring_No: —

Client: Cellco Partnership Uba Verizon Wireless Project Number: 12-8422

Project: Proposed Dycusburg Tower Drilling Firm: Hoosier Drilling

Location: N37° 09’ 40.807” / W88° 09’ 52.532” Project Manager: Beth Stuber

Date Started: 2/14/2013 Total Depth of Boring: 15 ft



Surface Elevation: NA NA hours after completionLayer Depth Sample DataDepth Material Description Scale — — — -- w Remarks

ft ft Nc Blowsc.

t.f %CLAY (CH) - very stiff to hard, brown-tan mottled


Bottom of Boring at 15 ft

5—

10—

15—

20—

25—

30—

35—

40—

1

2

3

4

SS 10-11-11 89

SS 14-22-26 100

SS 23-25-28 67

SS 15-22-27 67

5 SS 16-17-24 100

c’J

CU)z

U)U

0q

cO

C,,

U)0

U)2

0C-J

0z20wI0CC,,

Page 1 of 1

SOIL C LA$SEFICATION CHART

MAJOR DIVIS(0t1$ SYMBOLS TYPICALGRAPH LETTER DESCRIPTIONS

WELL GRADED GRAVECS,GRAWC —I GRAVEL CLEAN .iiSAND MIXTURES, LITTLE OR NOT

AI1D GRAVELSGW FINES

GRAVELLY t,Jl POORLY.GRADED GRAVELS,GRAVEL.$ANP MIXTURES, LITTCWRSOILS tCITTLE OR ND b b GP

COARSE I FINES) Q NO FINES

GRAINED GRAVELS WITHSOILS MORE THAN 50’ FINES b GM SILTY GRAVELS, GRAVEL - SAND.

0 SILT MIXTURESOF COARSE FRACTION

RETAINED ON NO, (APPRECIASLE4 SIEVE AMOUNT OF FINES) GC CLAYEY GRAVELS, GRAVEL - $MD -. SILT MIXTURES

,•,e,I,$,b..,.,:.

SAND I CLEAN SANDS sw WECL.GRADED SANDS, GRAVELLY.%%:.,h.\.

MORE INN 50% AND I •,.•.•.••• SANDS, LITTLE OR NO FINESOF MATERIAL IS POORLY - GRADED SANDS,LARGER THAN SANDYNO. 200 SIEVE SOILS J (LITtLE OR NO

GRAVELLY SAND, LITTLE OR NO

• SIZE FINES) •.-“. •••.:FINES

MORE THAN 50% SANDS WITH .

OF COARSE FINESFRACTION

. SM SILTY SANDS, SAND - SILT MIXTURES

PASSING ON NO.4 SIEVE

(APPRECIABLEAMOUNT OF FINES) sc CLAYEY SANDS, SAND - SLAY

. MIXTURES

sANDS, ROCK FLOUR, SILTY QRY.

I IML

INORGANIC SILTS AND VERY FINE

CLAYEY FINE SANDS OR CLAYRYSILTS WITH SLIGHT PLASTICITY

FINE SILTSGRAINED AND LIQUID LIMIT CL ORGANIC SILTS AND ORGANIC Sill

SOILS CLAYS LESS THAN 50CLAYS OF LOW PUSTICI1Y

INORGANIC SILTS, MICACEOUSW

SOILS:—r——- DL DIATOMACEOUS FINE SAND ORSLTY

MH INORGANIC CLAYS OF PLASTICITY

MORE THAN 50% SILTS—

Of MAIERIAL is AND LIQUID LIMIT INORGANIC CLAYS OF HIGHSMALLER THAN CLAYS GREATER THAN 50 CH PLASTICITY

NO. 200 SIEVESIZE

OH ORGANIC CLAYS OF MEDIUM To HIGH: PLASTICITY, ORGANIC SILTS

HIGHLY ORGANIC SOILS!

g “ HIGH ORGANIC CONTENTSPEAT, HUMUS, SWAMP SOILS WITHI

I

NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERUNE SOIL CLASSIFICATIONS

wI(00—1(0

xz

woI0w

DIREC11ONS TO SITE

DIRECTIONS TO SITE

DIRECJIONS FROU COUNTY SEAT: STARliNG IN MARION AT ThE CORNER OF US 60 (GUM ST) AND US 641/SR 9! (MAIN ST)PROCEED SOUTH ON US 641/SR 91 (MAIN ST) APRX 9 0 MILESTO SR 902 AND TURN RIGHT. CON11NUE ON SR 902 APRX 750MILES TO SITE ON RIGHT,

DIREC11ONS FROIl CHANDLER. IN, IZON WRftESS MTSO STARliNG AT 800 RUSSELL RD (CR 675 W) PROCEED NORTH TOGARDNER RD (CR 50 S) TURN LEFT. FOLLOW GARDNER RD (CS 50 S) TO SR 62 (MORGAN AyE) TURN LEFT. FO.LOW SR 62 (MORGANAyE) TO —164 SOUTH APRX 30 M1LES TURN RIGHT CON11NUE ON —164 SOUTh APRX 8.7 MILES TO EXIT 88 (US 41 SOUTH) TURNRIGHT FOLLOW US 41 SOUTH APRX 7 0 MILES TO PENNYRILE PKWY CONTINUE ON PENNYRILE PKWY APRX 46.4 MILES TO EXIT 34(WESTERN NY PKWY) TURN RIGHT. PROCEED ON WESTERN NY PXWY APRX 34 0 MILES TO EXIT 4 (US 62/EDDYVILLE) AND TURNRIGHT. CON11NUE ON US 62 APRX 4.0 MILES TO SR 395 (DYCUSOURO Rn) AND TURN RIGHT PROCEED ON SR 395 (DYCUSSURC Rn)APRX 550 MILES TO SR 70 ANO tURN RIGHT CONTINUE ON SR 70 APRX .50 OF A MILE TO SR 295/902 (FREDONIA RO/FREDONIAOUARRY 90) AND TURN RIGHT FOLLOW SR 295/902 (FREDONIA RO/FREOONIA QUARRY RD) APRX .75 OF A MILE TO SITE ONLEFT.

.,

3001 TAYLOR SPRINGS DRIVELOUISVILLE1 KENTUCKY 40220

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SITE NAME: DycusburgSITE NUMBER:ATTY/DATE: PLG/3-5-201 2

LAND LEASE AGREEMENT

This Agreement, made this

_____

day of

_____________________,

2013 betweenDan Weaver and Nancy Weaver, having an address of 806 tate Road 902 West, fredonia,Kentucky 42411, hereinafter designated LESSOR and Celico Partnership d/b/a Verizon Wireless,with its principal office located at One Verizon Way, Mail Stop 4AW100, Basking Ridge, NewJersey 07920 (telephone number 866-862-4404), hereinafter designated LESSEE. The LESSORand LESSEE are at times collectively referred to hereinafter as the “Parties” or individually as the“Party”.

1. PREMISES. LESSOR hereby leases to LESSEE a portion of that certain parcel ofproperty (the entirety of LESSOR’s property is referred to hereinafter as the Property), located at806 State Road 902 West, fredonia, Kentucky 42411 (Crittenden County), and being described as a100 by 100’ parcel containing 10,000 square feet (the “Land Space”), together with thenon-exclusive right (the “Rights of Way”) for ingress and egress, seven (7) days a week twenty-four(24) hours a day, on foot or motor vehicle, including trucks over or along a thirty (30’) foot wideright-of-way extending from the nearest public right-of-way, $06 State Road 902, to the LandSpace, and for the installation and maintenance of utility wires, poles, cables, conduits, and pipesover, under, or along one or more rights of way from the Land Space, said Land Space and Rightsof Way (hereinafter collectively referred to as the “Premises”) being more specifically describedherein in Exhibit “A” attached heieto and made a part heieof The Pioperty is also shown as TaxParcel Number 03 8-00-00-024.00 per the records of the Crittenden County Property ValuationAdministrator, and is fl.irther described in Deed Book 190 at Page 540 as recorded in the Office ofthe Crittenden County Clerk.

In the event any public utility is unable to use the Rights of Way, the LESSOR herebyagrees to grant an additional right-of-way either to the LESSEE or to the public utility at no cost tothe LESSEE.

2. SURVEY. LESSOR also hereby grants to LESSEE the right to survey theProperty and the Premises. Cost for such work shall be borne by the LESSEE.

3. TERIvL RENTAL.

a. This Agreement shall be effective as of the date of execution by bothParties, provided, however, the initial term shall be for five (5) years and shall commence on theCommencement Date (as hereinafter defined) at which time rental payments shall commence and

I

____________

to such other person, or as t . may, from time to time,designate in at least thirty (30) days in advance of any rental payment date by noticegiven in accordance with Paragraph 23 below. The Agreement shall commence based upon thedate LESSEE commences installation of the equipment on the Premises. In the event the date

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possession of the Property will be permitted to install only such equipment that is of the type andfrequency which will not cause harmful interference which is measurable in accordance with thenexisting industry standards to the then existing equipment of LESSEE. The Parties acknowledgethat there will not be an adequate remedy at law for noncompliance with the provisions of thisParagraph and therefore, either Party shall have the right to equitable remedies, such as, withoutlimitation, injunctive relief and specific performance.

14. REMOVAL AT END OF TERM. LESSEE shall, upon expiration of the Term, orwithin ninety (90) days after any earlier termination of the Agreement, remove its building(s),antenna structure(s) (except footings), equipment, conduits, fixtures and all personal property andrestore the Premises to its original condition, reasonable wear and tear and casualty damageexcepted. LESSOR agrees and acknowledges that all of the equipment, conduits, fixtures andpersonal property of LESSEE shall remain the personal property of LESSEE and LESSEE shallhave the right to remove the same at any time during the Term, whether or not said items areconsidered fixtures and attachments to real property under applicable Laws (as defined inParagraph 33 below). If such time for removal causes LESSEE to remain on the Premises aftertermination of this Agreement, LESSEE shall pay rent at the then existing monthly rate or on theexisting monthly pro-rata basis if based upon a longer payment term, until such time as theremoval of the building, antenna structure, fixtures and all personal property are completed.

15. HOLDOVER. LESSEE has no right to retain possession of the Premises or any partthereof beyond the expiration of that removal period set forth in Paragraph 14 herein, unless theParties are negotiating a new lease or lease extension in good faith. In the event that the Partiesare not in the process of negotiating a new lease or lease extension in good faith, LESSEE holdsover in violation of Paragraph 14 and this Paragraph 15, then the rent then in effect payable fromand after the time of the expiration or earlier removal period set forth in Paragraph 14 shall equalto the rent applicable during the month immediately preceding such expiration or earliertermination.

16. RIGI-IT OF FIRST REFUSAL. If LESSOR elects, during the Term (1) to sell orotherwise transfer all or any portion of the Property, whether separately or as part of a largerparcel of which the Property is a part, or (ii) to grant to a third party by easement or other legalinstrument an interest in and to that portion of the Property occupied by LESSEE, or a largerportion thereof, for the purpose of operating and maintaining communications facilities or themanagement thereof, with or without an assignment of this Agreement to such third party,LESSEE shall have the right of first refusal to meet any bona fide offer of sale or transfer on thesame terms and conditions of such offer. If LESSEE fails to meet such bona fide offer withinthirty (30) days after written notice thereof from LESSOR, LESSOR may sell or grant theeasement or interest in the Property or portion thereof to such third person in accordance with theterms and conditions of such third party offer. For purposes of this Paragraph, any transfer,bequest or devise of LESSOR’s interest in the Property as a result of the death of LESSOR,whether by will or intestate succession, or any conveyance to LESSOR’s family members bydirect conveyance or by conveyance to a trust for the benefit of family members shall not beconsidered a sale of the Property for which LESSEE has any right of first refusal.

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TN WITNESS WHEREOF, the Parties hereto have set their hands and affixed theirrespective seals the day and year first above written.

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Dycusburg Landowner Notice

Anna & Jimmy PattonPC Box 1771110 State Road 902Fredonia, KY 4241 1

Bobby S. & Karen StinnettDennis & Martha Stinnett110 Circle DriveMarion, KY 42064

Joseph P. McGuckinP0 Box 26Dycusburg, KY 42037

William & Betty M. McClure Trust 200925291 Schuck RoadWashington, IL 61571

Gary Justin & Brodi Sutton1126 State Road 855 SouthMarion, KY 42064

Edward E. & Aretta Miniard875 State Road 902Fredonia, KY 42411

Joan M. Hughes819 State Road 902Fredonia, KY 42411

Edward E. Miniard875 State Road 902Fredonia, KY 42411

Margaret P. Heideman Trusteedo Edward Miniard875 State Road 902Fredonia, KY 42411

Dan & Nancy Weaver806 State Road 902 WestFredonia, KY 42411

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3)) ) P.O. Box369

PShepherdsville, KY 40165-0369

Phone (502) 955-4400 or (800) 51 6-4293Fax (502) 543-4410 or (800) 541-4410

LEGAL

Notice of Proposed Construction ofWireless Communications Facility

Site Name: DycusburgDear Landowner:

Cellco Partnership U/b/a Verizon Wireless has filed an application with the KentuckyPublic Service Commission (“PSC”) to construct a new wireless communications facilityon a site located at 806 State Road 902 West, Fredonia, KY 42411 (3fo094o.807

North latitude, 88°09’52.532” West longitude). The proposed facility will include a 290-foot tall antenna tower, plus a 9-foot lightning arrestor and related ground facilities. Thisfacility is needed to provide improved coverage for wireless communications in the area.

This notice is being sent to you because the Crittenden County Property ValuationAdministrator’s records indicate that you may own property that is within a 500’ radius ofthe proposed tower site or contiguous to the property on which the tower is to beconstructed. You have a right to submit testimony to the Kentucky Public ServiceCommission (“PSC”), either in writing or to request intervention in the PSC’sproceedings on the application. You may contact the PSC for additional informationconcerning this matter at: Kentucky Public Service Commission, Executive Director, 211Sower Boulevard, P.O. Box 615, Frankfort, Kentucky 40602. Please refer to docketnumber 2013-00351 in any correspondence sent in connection with this matter.

We have attached a map showing the site location for the proposed tower. VerizonWireless’s radio frequency engineers assisted in selecting the proposed site for thefacility, and they have determined it is the proper location and elevation needed toprovide quality service to wireless customers in the area. Please feel free to contact ustoll free at (800) 516-4293 if you have any comments or questions about this proposal.

Sincerely,David A. PikeAttorney for Ceilco Partnership U/b/a Verizon Wireless

enclosure

www. pikelegal .com

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Driving Directions to Proposed Tower Site:

1. Beginning at the Crittenden County seat located at 107 South Main Street,Marion, Kentucky 42064;

2. Proceed south on Main Street about 9 miles3. Turn right onto State Road 902 and proceed about 7.5 miles4. The proposed tower site is located on the right5. The site coordinates are:

a. N 37 deg 09 mm 40.807 secb. W $8 deg 09 mm 52.532 sec

Prepared by:Robert W. GrantPike Legal Group PLLC1578 Highway 44 East, Suite 6P0 Box 369Shepherdsville, KY 40 165-0369Telephone: 502-955-4400 or 800-516-4293

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J )) ) P.O. Box369Shepherdsville. KY 40165-0369

Phone (502) 955-4400 or (800) 516-4293Fox (502) 543-4410 or (800) 541-4410

LEGAL

VIA CERTIFIED MAIL

Hon. Perry A. NewcomCriftenden County Judge ExecutiveCrittenden County Courthouse107 South Main StreetMarion, KY 42064

RE: Notice of Proposal to Construct Wireless Communications FacilityKentucky Public Service Commission Docket No. 2013-00351Site Name: Dycusburg

Dear Judge Newcom:

Ceilco Partnership d/b/a Verizon Wireless has filed an application with the KentuckyPublic Service Commission (“PSC”) to construct a new wireless communications facilityon a site located at 806 State Road 902 West, Fredonia, KY 42411 (37°09’40.807”North latitude, 88°09’52.532” West longitude). The proposed facility will include a 290-foot tall antenna tower, plus a 9-foot lightning arrestor and related ground facilities. Thisfacility is needed to provide improved coverage for wireless communications in the area.

You have a right to submit comments to the PSC or to request intervention in the PSC’sproceedings on the application. You may contact the PSC at: Executive Director, PublicService Commission, 211 Sower Boulevard, P.O. Box 615, Frankfort, Kentucky 40602.Please refer to docket number 2013-00351 in any correspondence sent in connectionwith this matter.

We have attached a map showing the site location for the proposed tower. VerizonWireless’s radio frequency engineers assisted in selecting the proposed site for thefacility, and they have determined it is the proper location and elevation needed toprovide quality service to wireless customers in the area. Please feel free to contact uswith any comments or questions you may have.

Sincerely,

David A. PikeAttorney for Cellco Partnership d/b/a Verizon Wireless

enclosure

www.pikelegal.com

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Prepared by:Robert W. GrantPike Legal Group PLLC1578 Highway 44 East, Suite 6P0 Box 369Shepherdsville, KY 40 165-0369Telephone: 502-955-4400 or 800-516-4293

1578 Highway 44 East, Suite 6

Shepherdsville, KY 401 65369

KE Phone (502) 955-4400 or (800) 516-4293Fax (502) 543-4410 or (800) 541-4410

LEGAL

VIA CERTIFIED MAIL

Crittenden County Magistratesdo Hon. Perry A. NewcomCrittenden County Judge ExecutiveCrittenden County Courthouse107 South Main StreetMarion, KY 42064

RE: Notice of Proposal to Construct Wireless Communications FacilityKentucky Public Service Commission Docket No. 2013-00351Site Name: Dycusburg

Dear Magistrates:

CelIco Partnership d/b/a Verizon Wireless has filed an application with the KentuckyPublic Service Commission (“PSC”) to construct a new wireless communications facilityon a site located at 806 State Road 902 West, Fredonia, KY 42411 (37°09’40.807”North latitude, 88°09’52.532” West longitude). The proposed facility will include a 290-foot tall antenna tower, plus a 9-foot lightning arrestor and related ground facilities. Thisfacility is needed to provide improved coverage for wireless communications in the area.

You have a right to submit comments to the PSC or to request intervention in the PSC’sproceedings on the application. You may contact the PSC at: Executive Director, PublicService Commission, 211 Sower Boulevard, P.O. Box 615, Frankfort, Kentucky 40602.Please refer to docket number 2013-00351 in any correspondence sent in connectionwith this matter.

We have attached a map showing the site location for the proposed tower. VerizonWireless’s radio frequency engineers assisted in selecting the proposed site for thefacility, and they have determined it is the proper location and elevation needed toprovide quality service to wireless customers in the area. Please feel free to contact uswith any comments or questions you may have.

Sincerely,

David A. PikeAttorney for Cellco Partnership d/b/a Verizon Wirelessenclosure

www.pikelegal.com

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a. N 37 deg 09 mm 40.807 sec5. W 8$ deg 09 mm 52.532 sec

Prepared by:Robert W. GrantPike Legal Group PLLC157$ Highway 44 East, Suite 6P0 Box 369Shepherdsville, KY 40165-0369Telephone: 502-955-4400 or 800-516-4293

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Dycusburq Notice Sign Text

Two (2) signs at least (2) feet by four (4) feet in size, of durable material, with thetext printed in black letters at least one (1) inch in height against a whitebackground, except for the words “proposes to construct atelecommunications tower,” which are at least four (4) inches in height.

CelIco Partnership d/b/a Verizon Wireless

proposes to construct a telecommunications toweron this site. If you have questions concerning this proposal, you may contact thePike Legal Group, PLLC, P.O. Box 369, Shepherdsville, KY 40165-0369; telephone:(800) 51 6-4293; or the the Executive Director, Public Service Commission, 211Sower Boulevard, P0 Box 615, Frankfort, Kentucky 40602. Please refer to docketnumber 2013-00351 in your correspondence.

Celico Partnership d/b/a Verizon Wireless

proposes to construct a telecommunications towernear this site. If you have questions concerning this proposal, you may contact thePike Legal Group, PLLC, P0. Box 369, Shepherdsville, KY 40165-0369; telephone:(800) 516-4293; or the the Executive Director, Public Service Commission, 211Sower Boulevard, P0 Box 615, Frankfort, Kentucky 40602. Please refer to docketnumber 2013-00351 in your correspondence.

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