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HomeMy WebLinkAboutLeasse Agreement LANDLORD: TENANT: CSTX Hotels,LLC New Cingular Wireless,PCS,LLC 2504 Texas Avenue South 12555 Cingular Way,Suite 1300 College Station,Texas 77845 Alpharetta,Georgia 30004 LEASE AGREEMENT THIS LEASE AGREEMENT("Lease")is made this day of June, 2013 by and between, CSTX Hotels, LLC (the"Landlord"), whose address is 2504 Texas Avenue South College Station Texas 77840 and New k Cingular Wireless PCS,LLC,a Delaware limited liability company(the"Tenant"),whose address is 12555 Cingular Way,Suite 1300 Alpharetta,Gorogia 30004. WHEREAS, the Landlord owns certain real property located the County of Brazos, in the State of Texas,that is more particularly described or depicted in attached Exhibit 1(the"Property");and, WHEREAS, the Tenant desires to lease from Landlord a certain portion of the Property, more particularly described or depicted in attached Exhibit 2(the"Premises"). NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,the parties hereto agree: 1. RIGHT TO LEASE. (a) Landlord grants to Tenant right to lease a portion of the Property measuring approximately Eight Hundred square feet(800 SF)as described on attached Exhibit 2,together with unrestricted access for Tenant's uses from the nearest public right-of-way along the Property to the Premises as described on the attached Exhibit 2 (collectively, the"Premises"). (b) From and after the date of this Lease as set forth above for the time period set forth below (the "Testing - Period"), and at any time during the term of this Lease, Tenant and its agents, engineers, surveyors and other representatives will have the right to enter upon the Property to inspect,examine,conduct soil borings,drainage testing, material sampling, and other geological or engineering tests or studies of the Property (collectively, the "Tests"), to apply for and obtain licenses, permits, approvals, or other relief required of or deemed necessary or appropriate at Tenant's sole discretion for its use of the Premises and include,without limitation,applications for zoning variances, zoning ordinances, amendments, special use permits, and construction permits (collectively, the "Government the Property that,in the opinion of Tenant,are necessary in Tenant's sole discretion to determine the physical condition of the Property, the environmental history of the Property, Landlord's title to the Property and the feasibility or suitability of the Property for Tenant's Permitted Use,all at Tenant's expense. Tenant will not be liable to Landlord or any third party on account of any pre-existing defect or condition on or with respect to the Property, whether or not such defect or condition is disclosed by Tenant's inspection. Tenant will restore the Property to its condition as it existed at the commencement of the Testing Period(as defined below), reasonable wear and tear and casualty not caused by Tenant excepted. In addition, Tenant shall indemnify, defend and hold Landlord harmless from and against any and all injury,loss,damage or claims arising directly out of Tenant's Tests. (c) In consideration of Landlord granting Tenant the Testing Period,Tenant agrees to pay Landlord the sum of r and 00/100 Dollars 11111.11within thirty(30)business days of the full execution of this Lease. The Testing Period will be for an initial term of one (1)year(the"Initial Testing Period").. and may be renewed by Tenant for one(I)additional one Year period("Renewal Testing Period")upon written notification and the payment of an additional wand 00/100 Dollars MEM no later than ten(10)days prior to the expiration date of the Initial Testing Period or current Renewal Testing Period. (d) During the Initial Testing Period and any extension thereof, Tenant may commence the Initial Term of this Lease by notifying Landlord in writing. If Tenant commences the Initial Term,then Landlord leases the Premises to Tower Site Number:HX3573 Tower Site Name:Brentwood the Tenant subject to the terms and conditions of this Lease. If Tenant does not commence the Lease during the Initial Testing Period or any extension thereof,this Lease will terminate and the parties will have no further liability to each other. 2. TERM. (a) This Lease shall commence on date Tenant begins construction at the site (the "Commencement Date"), which shall be confirmed in writing from Tenant to Landlord. Unless extended or sooner terminated as herein provided, the term shall be for a period of one hundred twenty (120)months following the Commencement Date ("Initial Tenn"). (b) Tenant shall have the option to extend the term of this Lease for eight(8)successive additional periods of sixty(60)months each(each a"Renewal Term").Each Renewal Term shall commence automatically,unless Tenant delivers notice to Landlord of its intent not to renew,such notice to be delivered not less than thirty(30)days prior to the end of the then-current term. 3. RENT. Tenant shall pay rent to Landlord beginning at Commencement Date a monthly rental payment of and 00/100 Dollars and 00/100 Dollars( ("Rent"),on or before the fifth(51°)day of each calendar month in advance.Payments will be made via electronic funds transfer("EFT")directly to Landlord's bank account unless otherwise directed. Rent will be prorated for any partial month. The initial Rent payment will be forwarded byTenant to Landlord within thirty uh'(30)days from Commencement Date. (b) At the beginning of the month sixty one (61) of the Initial Term the monthly rent shall increase by an amount equal to MINN percent(W6)of the monthly Rent for the immediately preceding year. Thereafter, at the beginning of each Renewal Term, monthly rent shall increase by an amount equal to MIN percent e%) of the monthly Rent for the immediately preceding year. (For example if the monthly rental is $100 during the last If year of the Initial Term,then the monthly rental increase due for the first Renewal Term will be the rental amount of .00 and a monthlyrental amount of � mor the second renewal Term etc) 4. TAXES. Landlord shall pay when due all taxes and all other fees and assessments attributable to the Property and Premises provided however, that Tenant shall reimburse Landlord for any increases in real property taxes, • which are assessed as a direct result of Tenant's improvements to the Leased Premises. As a condition of Tenant's obligation to pay tax increases, Landlord shall provide to Tenant the documentation from the taxing authority, reasonably acceptable to Tenant, indicating that the increase is due to Tenant's improvements. In the event that Landlord fails to pay when due any taxes affecting the Premises or the Easement,Tenant shall have the right but not the obligation to pay such taxes and deduct the full amount of the taxes paid by Tenant on Landlord's behalf from future installments of Rent. 5. USE. (a) The Premises are being leased for the purpose of erecting, installing, operating and maintaining radio and communications towers, transmitting and receiving equipment, antennas, dishes, mounting structures, equipment sheltersand related equipment("Communications Facility"). A depiction of the Communication Facility is attached hereto as Exhibit2. Tenant may make any improvement, alteration or modification to the Premises as are deemed appropriate by Tenant. Tenant shall have the right to clear the Premises of any trees, vegetation, or undergrowth which,in Tenant's sole opinion,interferes with Tenant's use of the Premises for the intended purposes.Tenant shall have the exclusive right to install upon the Premises communications towers,buildings,equipment,antennas,dishes, fencing,and other accessories related thereto,and to alter,supplement,and/or modify same as may be necessary. (b) Landlord.grants Tenant the right to clear all trees, undergrowth, or other obstructions and to trim, cut and keep trimmed and cut all tree limbs,which may interfere with or fall upon the Communications Facility or Premises. Landlord grants Tenant a non-exclusive easement in, over, across and through other real property owned by Landlord as reasonably required for construction, installation, maintenance, and operation of the Communication Facilities. Tenant shall be entitled to sublease and/or sublicense the Premises, including any communications tower located thereon. At all times during the term of this Lease, Tenant, and its guests, agents, customers, lessees, and Tower Site Number:HX3573 Tower Site Name:Brentwood assigns shall have the unrestricted,exclusive right to use,and shall have free access to,the Premises seven(7)days a week, twenty-four(24)hours a day. Tenant shall have the exclusive right to sublease or grant licenses to use the radio tower or any structure or equipment on the Premises, but no such sublease or license shalt relieve or release Tenant from its obligations under this Lease. If at any time during the term of this Lease, the Federal Aviation Administration, Federal Communications Commission, or other governmental agency changes its regulations and requirements, or otherwise takes any action, the result of which inhibits Tenant's use the Premises, or any communications tower located thereon,for the purposes originally intended by Tenant,or if technological changes render Tenant's intended use of the Premises obsolete or impractical,or if Tenant otherwise determines, in its sole and absolute discretion, with or without cause, that the Premises is no longer suitable or desirable for Tenant's intended use and/or purposes,Tenant shall have the right to terminate this Lease Agreement upon written notice to Landlord. 6. ACCESS AND UTILITIES. Landlord for itself, its successors and assigns,hereby grants and conveys unto Tenant, its customers, employees,agents, invitees,successors and assigns a nonexclusive easement for ingress and egress,as well as for the construction, installation,operation and maintenance of overhead and underground electric and other utility facilities(including wires,poles,guys, cables,conduits and appurtenant equipment), with the right to reconstruct, improve,add to,enlarge,change and remove such facilities,over,across and through any easement for the benefit of and access to the Premises,subject to the terms and conditions herein set forth.The rights granted to Tenant herein shall also include the right to partially assign its rights hereunder to any public or private utility company or authority to facilitate the uses contemplated herein, and all other rights and privileges reasonably necessary for Tenant's safe and efficient use and enjoyment of the easement for the purposes described above. Tenant shall be required to pay for and install a sepreate meter for all of Tenants improvements requiring the use electrical utilities. 7. EQUIPMENT, FIXTURES AND SIGNS. All improvements, equipment or other property attached to or otherwise brought onto the Premises shall at all times be the personal property of Tenant and/or its subtenants and licensees. Tenant or its customers shall have the right to erect, install, maintain,and operate on the Premises such equipment,structures,fixtures,signs,and personal property as Tenant may deem necessary orappropriate,and such property, including the equipment,structures,fixtures,signs,and personal property currently on the Premises, shall not be deemed to be part of the Premises, but shall remain the property of Tenant or its customers. At any time during the term of this Lease Agreement and within a reasonable time after termination hereof, Tenant or its customers shall have the right to remove their equipment, structures, fixtures, signs,and personal property from the Premises. Upon the expiration or earlier termination of this Lease, Tenant shall remove the above ground improvements from the Premises and all footings, foundations and other below ground improvements to a level three (3) feet below grade surface level and restre the premises to its condition as existing prior to the Commencement Date,subject to reasonable wear and tear. 8. ASSIGNMENT AND SUBLEASE. Tenant may assign this Lease at any time without the prior written consent of Landlord to(1)any of Tenant's partners,shareholders,members,subsidiaries,affiliates,or parents or(2) to any entity in which tenant or any of its affiliates holds an ownership interest,or(3)to a person or entity acquiring by purchase,merger,or operation of law a majority of the value of the assets of Tenant, or(4)to any entity whose business is the ownership, management, or operation of wireless communications facilities and equipment. After delivery by Tenant to Landlord of an instrument of assumption by an assignee that assumes all of the obligations of Tenant under this Lease, Tenant will be relieved of all liability hereunder. Tenant shall be entitled to sublease or grant licenses to use the Premises and/or the radio tower or any structure or equipment on the Premises without the prior written consent of Landlord,but no such sublease or license shall relive or release Tenant from its obligations under the Lease. Landlord may assign this Lease, in whole or in part, to any person or entity (a) who or which acquires fee title to the Premises and/or(b)who or which agrees to be subject to and bound by all provisions of this Lease. Except for the foregoing, assignment of this Lease by Landlord must be approved by Tenant, in Tenant's sole discretion. 1 Tower Site Number:1-IX3573 Tower Site Name:Brentwood 9. WARRANTIRS AND RFPRFSPNTATIONS. (a)Landlord warrants and represents that it is the owner in fee simple of the Premises,free and clear of all liens and encumbrances except as to those which may have been disclosed to Tenant, in writing prior to the execution hereof,and that it alone has full right to Lease the Premises for the term set out herein. Landlord further represents and warrants that Tenant,on paying the rent and performing its obligations hereunder, shall peaceably and quietly hold and enjoy the Premises for the term of this Lease. (b)Landlord shall promptly pay all taxes and assessments against the Premises when due and shall avoid any delinquencies with respect thereto and shall protect and indemnify Tenant for any lack of such payment. Landlord shall also pay promptly, when due, any other amounts or sums due and owing with respect to its ownership and operation of the Premises, including, without limitation,judgments, liens, mortgage payments and other similar encumbrances. If Landlord fails to make any payments required under this Lease,such as the payment of taxes and assessments,or breaches any other obligation or covenant under this Lease,Tenant may(without obligation),after providing ten (10) days written notice to Landlord, make such payment or perform such obligation on behalf of Landlord. The full amount of any costs so incurred by Tenant(including any attorneys'fees incurred in connection with Tenant performing such obligation) shall be paid by Landlord to Tenant with interest at the statutory rate thereon. (c)Landlord does hereby authorize Tenant and its employees,representatives,agents and consultants to prepare, execute,submit,file and present on behalf of Landlord building,permitting,zoning or land-use applications with the appropriate local, state and/or federal agencies necessary to obtain land use changes, special exceptions, zoning variances, conditional use permits, special use permits, administrative permits, construction permits, operation permits and/or building permits. Landlord understands that any such applications and/or the satisfaction of any requirements thereof may require Landlord's cooperation,which Landlord hereby agrees to provide. (d)Landlord shall not do or permit anything that will interfere with or negate any spial use permit or approval pertaining to the Premises or cause any tower on the Premises to be in nonconformance with applicable local, state, or federal laws. Landlord shall cooperate with Tenant in any effort by Tenant to obtain certificates,permits,licenses and other approvals that may be required by any governmental authorities. Landlord agrees to execute any necessary applications, consents or other documents as may be reasonably necessary for Tenant to apply for and obtain the proper zoning approvals required to use and maintain the Premises and the tower site. (e) Landlord has complied with all, and will continue to comply with environmental, health, and safety laws with respect to the Premises, and no action, suit, proceeding, hearing, investigation, charge, complaint, claim, demand,or notice has been filed or commenced,or received by Landlord regarding the Premises alleging any failure to so comply. Without limiting the generality of the preceding sentence, Landlord and the Premises are in compliance with all environmental,health, and safety laws. No asbestos-containing thermal insulation or products containing PCB, formaldehyde, chlordane, or heptachlor or other hazardous substances, materials, or wastes have been placed, stored, disposed, or discharged on, under or about the Premises by Landlord or, to the knowledge of Landlord,by any prior owner or user of the Premises,or any other person. To the knowledge of Landlord,there has been no release of or contamination by hazardous materials, substances or wastes on the Premises. Landlord represents and warrants that Tenant shall not be liable for any hazardous materials, substances,or wastes on,under, or about the Premises prior to Tenant's occupancy of the Premises,and Tenant shall not be liable for any violation or environmental law related to the Premises prior to Tenant's occupancy of the Premises. (f) All utilities required for the operation of the Tenant's improvements enter the Premises through adjoining public streets or, if they pass through an adjoining private tract, do so in accordance with valid public easements. All utilities are installed and operating and all installation and connection charges have been paid in full. Notwithstanding the foregoing Tenant is soley responsible to make the determination as to weather the utilities are adequate for their needs. (g) Landlord has no knowledge of any fact or condition that could result in the termination or reduction of the current access from the Premises to existing highways and roads, or to sewer or other utility services serving the Premises. Tower Site Number:HX3573 Tower Site Name:Brentwood (h)The Premises abuts on and has direct vehicular access to a public road,or has access to a public road via a permanent, irrevocable, appurtenant easement benefiting the parcel of real property, and access to the property is provided by paved public right-of-way with adequate curb cuts available. (i) With respect to the Premises, except as disclosed in writing to Tenant prior to the execution hereof: there 'I currently exist no licenses,sublicenses,or other agreements,written or oral,granting to any party or parties the right of use or occupancy of any portion of the of Premises; there are no outstanding options or rights of first refusal to purchase the Premises or any portion thereof or interest therein; and there are no parties (other than Landlord) in possession of the Premises. (j)It is intended that the legal description of the Premises accurately reflect an"as-built"survey of any existing communications tower and accordingly the parties agree that, if any part of such tower, buildings, roadways, utilities, guy wires or anchors related to the communications tower located on the Premises is located beyond the legal description of the Premises or any easements specified in the Lease,the Lease is hereby amended to provide that the Premises includes the existing location of any such improvements as part of the Premises demised in the Lease,to the extent that such improvements are located on real property owned by Landlord. (k) Landlord hereby agrees to indemnify, defend, and hold harmless Tenant and its officers, directors, shareholders,agents,and attorneys for,from,and against all damages asserted against or incurred by any of them by reason of or resulting from a breach by Landlord Of any representation,warranty,or covenant of Landlord contained herein or in any agreement executed pursuant hereto. 10. HOLD OVER TENANCY. Should Tenant or any assignee, sublessee or licensee of Tenant hold over the Premises or any part thereof after the expiration of the term set forth herein, such holdover shall constitute and be construed as a tenancy from month-to-month only at 150%of the monthly rental but otherwise upon the same terms and conditions. 11. INDEMNITIES.The parties agree to indemnify,defend and hold harmless the other party,its parent company or other affiliates, successors, assigns, officers, directors, shareholders, agents and employees (collectively, "Indemnified Persons"), from and against all claims and liabilities (including reasonable attorneys' and fees court costs)caused by or arising out of(i)such party's breach of any of its obligations,covenants,or warranties contained herein, or (ii) such party's acts or omissions with regard to the Lease. However, in the event of an Indemnified Person's contributory negligence or other fault, the Indemnified Person shall not be indemnified hereunder to the extent that the Indemnified Person's negligence or other fault caused such claim or liability. Additionally,Tenant agrees to indemnify,defend,and hold harmless Landlord from and against from and against all claims of personal injury and property damage to the extent caused by or arising out of Tenant's negligent acts, errors,or omissions. 12. WAIVERS (a) Landlord hereby waives any and all lien rights it may have, statutory or otherwise, in and to the tower facilities or any portion thereof, regardless of whether or not such is deemed real or personal property under applicable laws. Landlord will not assert any claim whatsoever against Tenant for loss of anticipatory profits or any other indirect, special, incidental or consequential damages incurred by Landlord as a result of the construction, maintenance,operation or use of the Premises by Tenant. (b) EACH PARTY HERETO WAIVES ANY AND ALL CLAIMS AGAINST THE OTHER FOR ANY LOSS, COST, DAMAGE, EXPENSE, INJURY OR OTHER LIABILITY WHICH IS IN THE NATURE OF INDIRECT, SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES WHICH ARE SUFFERED OR INCURRED AS THE RESULT OF, ARISE OUT OF, OR ARE IN ANY WAY CONNECTED TO THE PERFORMANCE OF THE OBLIGATIONS UNDER THIS LEASE. Tower Site Number:HX3573 Tower Site Name:Brentwood 13. INSURANCE. (a) Tenant shall insure against property damage and bodily injury arising by reason of occurrences on or about the Premises in the amount of not less than $1,000,000. The insurance coverage provided for herein may be maintained pursuant to master policies of insurance covering other tower locations of Tenant and its corporate affiliates. All insurance policies required to be maintained by Tenant hereunder shall be with responsible insurance companies, authorized to do business in the state where the Premises are located if required by law, and shall provide for cancellation only upon 10 days' prior written notice to Landlord. Tenant shall evidence such insurance coverage by delivering to Landlord,if requested,a copy of all such policies or,at Tenant's option,certificates in lieu thereof issued by the insurance companies underwriting such risks. (b) Landlord shall carry,at no cost to Tenant,general property fire,hazard and casualty insurance appropriate for Landlord's improvements on Landlord's Property, and in such amounts to cause the replacement/restoration of the Property(excluding Tenant's improvements and personal property)in the event of casualty. 14. INTERFERENCE. During the term of this Lease, Landlord, its successors and assigns, will not grant any ground lease, license, or easement with respect to any property adjacent to the Premises: (a) for any of the uses contemplated in paragraph 5 herein; or(b)if such lease,license, or easement would detrimentally impact Tenant's communications facilities, or°the use thereof., Landlord shall not cause or permit the construction of'radio or . communications'towers on the"Premises or On any other' Property i f Landlord adjacent or contiguous to Or in the immediate vicinity of the Premises,except for towers constructed by Tenant. 15. RIGHT OF FIRST REFUSAL. If during the term of this Lease, Landlord receives a bona fide arm's length offer,that Landlord is willing to accept,from any third party to purchase(in whole or in part)(i)Landlord's interest under this Lease; (ii)Landlord's rights to receive rents under the terms of this Lease; (iii)the Premises, and/or to purchase an easement or any other interest in the land underneath the Premises or underneath areas of access and or utility service to the Premises, (the "Purchase Offer"), the Landlord shall serve a notice (the "Transfer Notice") upon Tenant. The forgoing rights, interest, and property described in(i),(ii), (iii),and(iv)herein shall collectively be referred to as the"Interest". The Transfer Notice shall set forth the exact terms of the Purchase Offer so received, together with a copy of such offer, and shall state the Landlord's desire to sell the Interest on such terms and conditions. Thereafter, the Tenant shall have the right of first refusal ("Right of First Refusal") and option to so lease or purchase the same. If the Tenant desires to exercise its option to purchase the Interest, it shall give notice (the"Counter Notice")to that effect to the Landlord within fifteen(15)days after receipt of the Transfer Notice by Tenant. The closing of the purchase and sale of the Interest pursuant to this option shall occur at the time set forth in the Purchase Offer,provided that Tenant shall not be required to Close before the fifteenth(15th)day following the date of the Counter Notice. The Tenant's failure to give a timely Counter Notice (or its notice of refusal to purchase)shall be deemed a waiver of its rights to exercise its right of first refusal to accept the Otter but shall not be deemed a waiver of its right of first refusal with respect to any modification to the Purchase Offer or and future Purchase Offers. 16. SECURITY. The parties recognize and agree that Tenant shall have the right to safeguard and protect its improvements located upon or within the Premises. Consequently, Tenant may elect, at its expense, to construct such enclosures and/or fences as Tenant reasonably determines to be necessary to secure its improvements, including the tower(s),building(s),guy anchors,and related improvements situated upon the Premises. Tenant may also undertake any other appropriate means to restrict access to its communications towers, buildings, guy anchors, guy wires,and related improvements. 17. FORCE MAJEURE. The time for performance by Landlord or Tenant of any term,provision, or covenant of this Agreement shall be deemed extended by time lost due to delays resulting from acts of God,strikes, civil riots, floods, material or labor restrictions by governmental authority, and any other cause not within the control of Landlord or Tenant,as the case may be. 1 Tower Site Number.HX3573 Tower Site Name:Brentwood 18. CONDEMNATION. Notwithstanding any provision of the Lease to the contrary,in the event of condemnation of the Premises, the Landlord and Tenant shall be entitled to separate awards with respect to the Premises, in the amount determined by the court conducting such condemnation proceedings based upon the Landlord's and Tenant's respective interests in the Premises. If a separate condemnation award is not determined by such court, Landlord shall permit Tenant to participate in the allocation and distribution of the award. In no event shall the condemnation award to Landlord exceed the unimproved value of the Premises,without taking into account the improvements located thereon, and in no event shall the Lease be terminated or modified (other than an abatement of rent)due to a casualty or condemnation without the prior written consent of Lender. 19. DEFAULT. The failure of Tenant or Landlord to perform any of the covenants of this Agreement shall constitute a default. The non-defaulting party shall give the other written notice of such default,and the defaulting party shall cure such default within thirty(30)days after receipt of such notice. In the event any such default cannot reasonably be cured within such thirty (30) day period, if the defaulting party shall proceed promptly after the receipt of such notice to cure such default, and shall pursue curing such default with due diligence, the time for curing shall be extended for such period of time as may be necessary to complete such curing,however,in no event shall this extension of time be in excess of sixty(60)days,unless agreed upon by the non-defaulting party. 20. REMEDIES. Should the defaulting party fail to cure a default under this-Agreement,the other party shall have all remedies available either at law or in equity, including the right to terminate this Lease. In the event Landlord elects to terminate this Lease due to a default by Tenant,it shall continue to honor all sublicense commitments made by Tenant through the expiration of the term of any such commitment, it being intended hereby that each such commitment shall survive the early termination of this Lease. (, 21. ATTORNEY'S FEES. If there is any legal proceeding between Landlord or Tenant arising from or based on this Agreement,the unsuccessful party to such action or proceeding shall pay to the prevailing party all costs and expenses, including reasonable attorney's fees and disbursements, incurred by such prevailing party in such action or proceeding and in any appeal in connection therewith. If such prevailing party recovers a judgment in any such I) action,proceeding or appeal,such costs,expenses and attorney's fees and disbursements shall be included in and as a part of such judgment. 22. PRIOR AGREEMENTS. The parties hereby covenant, recognize and agree that the terms and provisions of this Lease shall constitute the sole embodiment of the arrangement between the parties with regard to the Premises, and that all other written or unwritten agreements,contracts,or leases by and between the parties with regard to the Premises are hereby terminated,superceded and replaced by the terms hereof. 23. LENDER'S CONTINUATION RIGHTS. (a)Landlord agrees to recognize the leases/licenses of all subtenants and sublicensees and will permit each of them to remain in occupancy of its premises notwithstanding any default hereunder by Tenant so long as each such respective subtenant or sublicensee is not in default under the lease/license covering its premises. Landlord agrees to execute such documents as any such subtenant and/or sublicensee might reasonably require, including customary subordination, non-disturbance and adornment agreements and/or Landlord recognition agreements, to further memorialize the foregoing, and further agrees to use reasonable efforts to also cause its lenders to similarly acknowledge,in writing,subtenant/sublicensee's right to continue to occupy its premises as provided above. (b)Landlord consents to the granting by Tenant of a lien and security interest in Tenant's interest in the Lease and all of Tenant's personal property and fixtures attached to the real property described herein, and furthermore consents to the exercise by Tenant's mortgagee of its rights of foreclosure with respect to its lien and security interest. Landlord agrees to recognize Tenant's Lender(as hereinafter defined)as Tenant hereunder upon any such exercise by Lender of its rights of foreclosure. (c) Landlord hereby agrees to give Lender written notice of any breach or default of the terms of the Lease, within fifteen days after the occurrence thereof,at such address as is specified by Lender. Landlord further agrees Tower Site Number:HX3573 Tower Site Name:Brentwood that no default under the Lease shall be deemed to have occurred unless such notice to Lender is also given and that, in the event of any such breach or default under the terms of the Lease, Lender shall have the right, to the same extent, for the same period and with the same effect, as the Tenant, plus an additional ninety days after any applicable grace period to cure or correct any such default whether the same shall consist of the failure to pay rent or the failure to perform, and Landlord agrees to accept such payment or performance on the part of the Lender as though the same had been made or performed by the Tenant. Landlord agrees that it shall not exercise its right to terminate the Lease or any of its other rights under the Lease upon breach or default of the terms of the Lease without so affording Lender the foregoing notice and periods to cure any default or breach under the Lease. (d)Landlord hereby(i)agrees to subordinate any lien or security interest which it may have which arises by law or pursuant to the Lease to the lien and security interest of Lender in the collateral securing all indebtedness at any time owed by Tenant to the Lender(the"Collateral"),and(ii)furthermore agrees that upon an event of default under the loan documents between Tenant and Lender or the Lease, Lender shall be fully entitled to exercise its rights against the Collateral prior to the exercise by the Landlord of any rights which it may have therein, including, but not limited to, entry upon the Premises and removal of the Collateral free and clear of the Landlord's lien and security interest. (e) Landlord acknowledges that nothing contained herein shall be deemed or construed to obligate the Lender to take any action hereunder,or to perform or discharge any obligation,duty or liability of Tenant under the Lease. (f) During the term of this Lease, Landlord covenants and agrees that it will not grant, create, or suffer any claim, lien, encumbrance, easement, restriction, or other charge or exception to title to the Premises (an "Encumbrance") without the prior written consent of Tenant; provided, however, that it is expressly agreed and understood that Landlord may subject its interest in the Premises to a first mortgage lien if its lender shall agree for itself and its lender,its successors,and assigns,by written instrument in form and substance reasonably satisfactory to Tenant: (1)to be bound by the terms of this Lease;(2)not to disturb Tenant's use or possession of the Premises in the event of a foreclosure of such lien or encumbrance so long as Tenant is not in default hereunder;and(3)not to join Tenant as a party defendant in any such foreclosure proceeding taken by it. With regard to any existing Encumbrance, Landlord covenants and agrees that, upon the request of Tenant, it shall use its best efforts to cause the holder thereof to execute a customary Subordination Non-disturbance and Attornment Agreement providing to Tenant the rights afforded to Tenant above with regard to future first mortgage liens. 24. NOTICE/RIGHTS TO CURE. Supplementing the provisions of Section 23 hereof: (a)The Tenant shall have the right from time to time to mortgage or otherwise encumber the Tenant's interest in this Lease; provided, however, in no event shall there be more than one such mortgage or encumbrance outstanding at any one time. If the Tenant shall so mortgage(each a"Mortgage")the Tenant's interest in this Lease to a lender(such lender,and any successor,assign,designee or nominee of such lender,hereinafter a"Lender"),the Tenant or such Lender shall give the Landlord prompt notice of such Mortgage and turntsh the Landlord with a complete and correct copy of such Mortgage,certified as such by the Tenant or such Lender,together with the name and address of such Lender. After receipt of the foregoing,the Landlord shall give to such Lender,at the address of such Lender set forth in such notice, and otherwise in the manner provided by Section 27of this Lease, a copy of • each notice of default hereunder at the same time as, and whenever, any such notice of default shall thereafter be given by the Landlord to the Tenant, and no such notice of default by the Landlord shall be deemed to have been duly given to the Tenant unless and until a copy thereof shall have been so given to Lender. Notices to Lender under this Section 24 shall be deemed given on the date received by Lender. Lender (i)shall thereupon have a period of ninety(90)days more than given to the Tenant in each instance in the case of a default in the payment of • rent and in the case of any other default, for remedying the default or causing the same to be remedied; provided, however, if any non-rent default is not capable of remedy by Lender within such ninety (90) day period, Lender shall have such ninety (90) day period to commence curing the default and such greater period of time as is necessary to complete same with due diligence,and(ii)shall,within such periods and otherwise as herein provided, have the right to remedy such default or cause the same to be remedied. The Landlord shall accept performance by a Lender of any covenant, condition or agreement on the Tenant's part to he performed hereunder with the same force and effect as though performed by the Tenant. Notwithstanding anything to the contrary contained herein, if Tower Site Number:HX3573 Tower Site Name:Brentwood the default is of such a nature that it cannot be cured by Lender(for example, the bankruptcy of the Tenant), such event shall not be a default under this Lease. (b) Notwithstanding any of the provisions of this Lease to the contrary, no default by the Tenant shall be deemed to exist as long as Lender within the periods set forth in paragraph (a) above shall have delivered to the Landlord its written agreement to take the action described in clause (i)or(ii) herein and thereafter, in good faith, shall have commenced promptly either (1)to cure the default and to prosecute the same to completion, or (2)if possession of the Premises is required in order to cure the default, to institute foreclosure proceedings and obtain possession directly or through a receiver,and to prosecute such proceedings with diligence and continuity and,upon obtaining such possession, commence promptly to cure the default and to prosecute the same to completion with diligence and continuity,provided that during the period in which such action is being taken(and any foreclosure proceedings are pending), all of the other obligations of the Tenant under this Lease, to the extent they are reasonably susceptible to being performed by Lender,are being performed. However,at any time after the delivery of the aforementioned agreement, Lender may notify the Landlord,in writing,that it has relinquished possession of the Premises or that it will not institute foreclosure proceedings or,if such proceedings have been commenced,that it has discontinued or will discontinue them, and in such event, Lender shall have no further liability under such agreement from and after the date it delivers such notice to the Landlord,and,thereupon,the Landlord shall have the unrestricted right to terminate this Lease and to take any other action it deems appropriate by reason of any default, and upon any such termination the provisions of Section 24 below shall.apply. Notwithstanding anything to the I4 contrary contained herein, provided such Lender shall have otherwise complied with the provisions of this Section 23, such Lender shall have no obligation to cure any defaults which are not susceptible to being cured by such I,ender. (c)Except as provided in Section 24(a)above,no Lender shall become liable under the provisions of this Lease or any lease executed pursuant to Section 24 hereof unless and until such time as it becomes, and then only for as long as it remains,the owner of the leasehold estate credited hereby or thereby. This Lease shall not be amended or modified without the consent of any Lender which has delivered the notice provided for in Section 24(a)hereof. In the event that a Lender shall become the owner of such leasehold estate, such Lender shall not be bound by any modification or amendment of the Lease made subsequent to the date of the Mortgage and delivery to the Landlord of the notice provided in Section 24(a)hereof and prior to its acquisition of such interest unless Lender shall have consented to such modification or amendment at the time it was made or at the time of such acquisition. 25. RIGHT TO NEW LEASE. (a) In the case of termination of this Lease for any reason, or in the event this Lease is rejected or disaffirmed pursuant to any bankruptcy, insolvency or other law affecting creditor's rights, the Landlord shall give prompt notice thereof to a Lender whose name and address the Landlord has received pursuant to notice made in compliance with the provisions of Section 24(a), at the address of such Lender set forth in such notice, and otherwise in the manner provided by Section 27 of this Lease. The Landlord, on written request of such Lender made any time within thirty(30)days after the giving of such notice by the Landlord, shall promptly execute and deliver a new lease of the Premises to Lender or its designee or nominee, for the remainder of the term upon all the covenants,conditions, limitations and agreements contained herein(including, without limitation,options to extend the term of this Lease)except for such provisions which must be modified to reflect such termination, rejection or disaffirmance and the passage of time,provided that such Lender(i)shall pay to the Landlord,simultaneously with the delivery of such new lease, all unpaid rent due under this Lease up to and including the date of the commencement of the term of such new lease and all reasonable expenses,including,without limitation,reasonable attorneys' fees and disbursements and court costs, incurred by the Landlord in connection with the default by the Tenant, the termination of this Lease and the preparation of the new lease, and(ii)shall cure all defaults existing under this Lease which are susceptible to being cured by such Lender promptly and with due diligence after the delivery of such new lease. Notwithstanding anything to the contrary contained herein, provided such Lender shall have otherwise complied with the provisions of this Section 25, such Lender shall have no obligation to cure any defaults which are not susceptible to being cured by such Lender(for example,the bankruptcy of the Tenant). Tower Site Number:1-1X3573 Tower Site Name:Brentwood (b)Any such new lease and the leasehold estate thereby created shall,subject to the same conditions contained in this Lease, continue to maintain the same priority as this Lease with respect to any mortgage, including any fee mortgage,encumbering the Premises or any part thereof or any leasehold interest therein or any other lien,charge or encumbrance thereon whether or not the same shall then be in existence. Any new lease made pursuant to this Section 25 shall be accompanied by a conveyance of the Landlord's interest,if any,to the improvements on the land demised hereby(free of any mortgage or other lien,charge or encumbrance created or suffered to be created by the Landlord but not any mortgage or other lien,charge or encumbrance created or suffered to be created by the Tenant) for a term of years equal in duration to the term of the new lease as the same may be extended pursuant to the provisions of said new lease,subject,however,to any lease of such improvements theretofore made by the Tenant, as landlord,which is then in effect. Concurrently with the execution and delivery of such new lease,the Landlord shall assign to the tenant named therein all of its right,title and interest in and to moneys(including insurance and condemnation proceeds), if any,then held by or payable to the Landlord or any other depository which the Tenant would have been entitled to receive but for the termination of this Lease, and any sums then held by or payable to the Landlord or such depository shall, subject to the provisions of Section 26 hereof, be deemed to be held by or payable to it as the Landlord or depository under the new lease. (c)Upon the execution and delivery of a new lease under this Section 25,all subleases which theretofore have been assigned to, or made by,the Landlord shall be assigned and transferred, without recourse,by the Landlord to the tenant named in such new lease. Between the date of termination of this Lease and the date of execution of the new lease, if a Lender shall have requested such new lease as provided in Section 25(a), the Landlord shall not cancel any subleases or accept any cancellation, termination or surrender thereof(unless such termination shall be effected as a matter of law on the termination of this Lease) or enter into new subleases without the consent of Lender. (d) For so long as Lender shall have the right to enter into a new lease with the Landlord pursuant to this Section 25,the Landlord shall not enter into a new lease of the Premises with any person or entity other than Lender, without the prior written consent of Lender. 26. ADDITIONAL PROVISIONS. (a)The parties hereto agree that(1)the Tenant is in possession of the Premises notwithstanding the fact that the Tenant has subleased, or may in the future sublease,certain of the improvements thereon to third parties and(2)the requirements of Section 365(h)of Title 11 of the United States Code(the"Bankruptcy Code") with respect to the Tenant's possession of the leasehold under this Lease are satisfied. Accordingly,the right of the Tenant to remain in possession of the leasehold under this Lease shall continue notwithstanding any rejection of this Lease in any bankruptcy proceeding involving the Landlord, or any other actions by any party in such a proceeding. This provision, while included in this Lease, has been separately negotiated and shall constitute a separate contract between the parties as well as a part of this Lease. The provisions of this Section 26(a)are for the benefit of the Tenant and its assigns,including,without limitation,Lender. The parties hereto also agree that Lender is a party in interest and shall have the right to appear as a party in any proceeding brought under any bankruptcy law or under any other law which may affect this Lease. (b)The provisions of Sections 24,25,and 26 hereof shall survive the termination,rejection or disaffirmance of this Lease and shall continue in full force and effect thereafter to the same extent as if Sections 24,25 and 26 hereof were a separate and independent contract made by the Landlord,the Tenant and Lender and, from the effective date t. of such termination,rejection or disaffirmance of this Lease to the date of execution and delivery of such new lease, Lender may use and enjoy the leasehold estate created by this Lease without hindrance by the Landlord. The aforesaid agreement of the Landlord to enter into a new lease with Lender shall be deemed a separate agreement between the Landlord and such Lender,separate and apart from this Lease as well as a part of this Lease,and shall be unaffected by the rejection of this Lease in any bankruptcy proceeding by any party. (c)The Landlord shall have no right and expressly waives any right arising under applicable law, in and to the rentals payable to the Tenant under any lease of the improvements on the land demised hereunder, if any, which rentals may be assigned by the Tenant to Lender. Tower Site Number:HX3573 Tower Site Name:Brentwood (d) If a Mortgage is in effect, (i)this Lease shall not be modified or amended by the parties hereto, or terminated or surrendered by the Tenant, nor shall the Landlord accept any such termination or surrender of this Lease by the Tenant, without the prior written consent of Lender and(ii)the Landlord shall not have the right to terminate this Lease in the event of a casualty or condemnation without the prior written consent of Lender. (e)The provisions of Sections 24, 25and 26 hereof are for the benefit of Lender and may be relied upon and shall be enforceable by Lender as if Lender were a party to this Lease. (1)This Lease may be assigned by the Tenant(and Lender if and when it becomes the tenant hereunder)and any space in any of the improvements on the Premises may be sublet by the Tenant(and Lender if and when it becomes the tenant hereunder),each without the consent of the Landlord. (g) This Lease shall have priority over all liens and encumbrances on the fee estate of the Landlord in the Premises or any improvements thereon, including mortgages on the fee estate which were executed prior to the execution of this Lease. (h) The Landlord shall, within ten days of the request of the Tenant or any Lender or prospective Lender, provide an estoppel certificate as to any matters reasonably requested by the Tenant or Lender. (i) Lender shall have the right to participate in the adjustment of losses with any insurance company with respect to any damage or destruction of the Premises or any improvements thereon and such Lender shall have the right to supervise and control the receipt and disbursements of all insurance proceeds and shall be entitled to all insurance proceeds pursuant to the terms of the Mortgage, or as the case may be,pursuant to the terms of the loan documents secured by such Mortgage. (j)Notwithstanding anything to the contrary contained herein,in the event of any taking of all or any part of the Premises, Lender shall have the right to participate in any condemnation proceedings settlement discussions, shall have the right to supervise and control the receipt and disbursement of all condemnation awards and shall be entitled to all condemnation awards which are not used to restore the Premises to be applied to the reduction of the debt secured by the Mortgage; provided, however, that the Landlord shall be entitled to the balance of the award after payment of the debt secured by the Mortgage in full until the Landlord obtains the portion of the award to which it is entitled under this Lease prior to the insertion of this Section 26(j). In the event of a partial taking,this Lease shall continue and the rent provided in this Lease shall be reduced proportionately,from and after the date of such taking, based upon the percentage of land which is taken;provided,however,if the portion of the land taken is such that the Tenant cannot in its reasonable judgment economically continue its operations on the Premises,the Tenant,with the prior written consent of Lender,shall have the right to terminate this Lease. Upon a taking for a temporary period, this Lease shall continue and the entire award shall be payable to the Tenant, subject to the provisions of the Mortgage,or as the case may be,subject to the provisions of the loan documents secured by such Mortgage. (k) The right to extend or renew this Lease and any right of first refusal to purchase the Premises may be exercisable by the holder of a Mortgage and, before the expiration of any periods to exercise such a right, the Landlord must provide to Lender at least thirty(30)days prior written notice before the expiration of the right to so extend or renew in order to extinguish Lender's right to so extend,renew or purchase. (1) Under no circumstances shall the fee estate of the Landlord and the leasehold estate created hereby merge, even though owned by the same party,without the written consent of the holder of a Mortgage. (m)Notwithstanding any provisions of this Lease to the contrary, so long as a Mortgage is in effect,the Tenant shall have no right to terminate the Lease with respect to any event unless the written approval of Lender holding a Mortgage on the leasehold estate is obtained, including, without limitation,the right to terminate in the event of any damage or condemnation. 27. NOTICES. All notices, requests, claims, demands, and other communications hereunder shall be in writing and may be hand delivered (provided the deliverer provides proof of delivery) or sent by nationally-established overnight courier that provides proof of delivery, or certified or registered mail (postage prepaid, return receipt requested). Notice shall be deemed received on the date of delivery as demonstrated by the receipt of delivery. Notices shall be delivered to a parties at the address below,or to such other address that a party below may provide from time to time: Tower Site Number:HX3573 Tower Site Name:Brentwood If to Landlord: If to Tenant: With copy to Legal: CSTX Hotels,LLC New Cingular Wireless PCS, New Cingular Wireless PCS,LLC 2504 Texas Avenue South LLC Attn:AT&T Legal Department College Station,TX 77846Attn: Network Real Estate Re: Cell Site # HX3573; Cell Site PP Adminstration Name Brentwood TX Re: Cell Site#HX3573 Cell Site Fixed Assett#10574933 Name;Brentwood TX 15 East Midland Avenue Fixed Assett No 10574933 Paramus,NJ 07652 12555 Cingular Way,Suite 1300 Alparetta,Georgia 30004 28. MISCELLANEOUS. (a) Each party hereto warrants and represents that it has the necessary power and authority to enter into and perform its respective obligations under this Lease. (b) If any tenniof this Lease is found to be void or invalid,such invalidity shall not affect the remaining terms of this Lease,which shall continue in full force and effect. (c)All attached exhibits are hereby incorporated by this reference as if fully set forth herein. (d)Failure of party to insist on strict performance of any of the conditions or provisions of this Lease,or failure to exercise any of a party's rights hereunder,shall not waive such rights. (e)This Lease shall be governed by and construed in accordance with the laws of the state in which the Leased Premises are located. (f) This Lease constitutes the entire Lease and understanding of the parties and supersedes all offers, negotiations and other lease agreements with regard to the Leased Premises. There are no representations or understandings of any kind not set forth herein. Any amendment to this Lease must be in writing and executed by both parties. (g) This Lease shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs,legal representatives,successors and assigns. (h) A short-form memorandum of this Lease may be recorded at Landlord or Tenant's option in the form as depicted in Exhibit 3 attached hereto. (THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK, SIGNATURES BEGIN ON NEXT PAGE] IN WITNESS WHEREOF,the parties hereto have executed this Lease as of the date last signed by a party hereto. LANDLORD: CSTX HOTELS,LLC By: Name: PA2a1 t_ (Z PAtt... Title: M -'6- rti IL"' ,ci•�_ Date: TENANT: NEW CINGU 1' W ' LESS P S, e By:AT& ility I r i Its:M; j er—wa By: s�� , Name I / Title: Date: I` i1 1 Tower Site Number:f1DC3573 Tower Site Name:Brentwood EXHIBIT 1 Description of Parent Tract AU of Lot Two-A-One-B(2A-1B),Block One(1),A RESUBDIVISION OF LOT 2A-1 SOUTHWEST PLACE,an addition to the City of College Station,Brazos County Texas,according to the Plat thereof recorded in Volume 525, page 583 of the Deed Records of Brazos County,Texas WARRANTY DEED WITH VENDOR'S LIEN Date: NOVEMBER 3,2008 Grantor: SOHAM ENTERPRISES, INCORPORATED DBA MANOR HOUSE INN Grantor's Mailing Address: 2504 Tez $ Avenue.South,. Col lege Station, TX 77845 Grantee: CY3'1'XHa!'EL$:i:LC • Grantee's Mang Address: 370 rfdi'e...'do -050 ;* picti, '$ aF 4 ''P]C 7784 5'.. _ Consideration: TEN AND NO/104 DOLLARS($10.00)and a note of even date herewith in the nrincinal amount of by Grantee and payable to the order of QUAIL CREEK BANK,N.A.,said note being secured by a vendor's lien retained in this deed and by deed of trust of even date herewith to MICHAEL D. SPANN,TRUSTEE,for the benefit of QUAIL CREEK BANK, N.A.. Property(including improvements): (2103 TEXAS AVENUE SOUTH,COLLEGE STATION,BRAZOS COUNTY,TEXAS 77840) SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF. i 14- Tower Site Number:HX3573 Tower Site Name:Brentwood EXHIBIT 2 The Premises is depicted/described as follows and will be replaced by a surveyed legal description when available A 800 sq ft parcel consisting of 4 parking spots in the NW corner of the Parking Lot at the Manor Inn at 2405 Texas Avenue South in College Station mpre particularily described as All of Lot TwO-A-One B(2A-1B),Block One(1),A RESUBDIVISION OF LOT 2A-1 SOUTHWEST PLACE,an addition to the City of College Station,Brazos County, Texas,according to the Plat thereof recorded in Volume 527,page 583 pf the Deed Records of Brazos County,Texas ` e Y r' ).. ' . /" ice. r'tif. 4 - '•t ` ` .6401pr . `.•11.41.,i ..,,S.''4."•, ,. ..< , ti. lir.,. . fr —4. "'t r-P'�i« ... Y - 15- Tower Site Number:HX3573 Tower Site Name:Brentwood EXHIBIT 3 FORM OF MEMORANDUM OF LEASE This Memorandum of Lease evidences a Lease Agreement("Lease")between CSTX Hotels, LLC ("Landlord"),whose address is 2504 Texas Avenue South College Station TX 77845 and New Cingular Wireless PCS, LLC a Delaware limited liability company, whose mailing address is 12555 Cingular Way Suite 1300 Alpharetta Georgia 30004 ("Tenant"), commencing on date Tenant begins construction at the site(the"Commencement Date"),which shall be confirmed in writing from Tenant to Landlord, a portion of the real property owned by Landlord (the "Property"), as described in Exhibit 1 attached hereto. The portion of the property that leased by Tenant("Premises")is more particularly described on Exhibit 2 attached hereto. Landlord ratifies, restates and confirms the Lease and hereby Leases.to Tenant the Premises, subject to the terms and conditions of the Lease. The Lease provides for the Lease by the Landlord to Tenant of the Premises for an initial term of Five(5)years with Eight(8)renewal options of an additional Five(5)years each,and further provides: 1. Landlord will attom to any mortgagee of Tenant and will subordinate any Landlord's lien to the liens of Tenant's mortgagees; 2. The Lease restricts Landlord's ability to utilize,or allow the utilization of its adjacent property for the construction, operation and/or maintenance of communications towers and related facilities; 3. The Premises may be used exclusively by Tenant for all legal purposes, including without limitation, erecting,installing,operating and maintaining radio and communications towers,buildings,and equipment; 4. Tenant is entitled to sublease and/or sublicense the Premises, including any communications tower located thereon;and, 5. Under certain circumstances,Tenant has a right of first refusal to acquire the Premises from Landlord. [THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK, SIGNATURES BEGIN ON NEXT PAGE] I1 - 16- Tower Site Number:HX3573 Tower Site Name:Brentwood IN WITNESS WHEREOF,the parties hereto have executed this MEMORANDUM OF LEASE as of the date last signed by a parry hereto. WITNESSES: LANDLORD: ikur. 7 CSTX Hotels,LLC Name:I/n 1St. C rO sniva Pbi t By:. 0441 r. to sey.. � . :. Nom: PAS.-0 L PATL-� ---- !MDWO. Q. 1 - Name: Pe rt ". /" f 4 f Q I'`3' Dine:• .. 61 -— STATE OF TEXAS ) )ss.: COUNTY OF BRAZOS ) On this PP day of Ili It e ,2013,before me personally appeared ?LI(1( 1 R ,to me known(or proved to me on the basis of satisfactory evidence)to be the person(s)described in and who executed the foregoing instrument,and acknowledged that he/she/they executed the same as his/her/their free act and deed. WITNESS my hand and Official Seal at office this/(/'day of ,'1/".•e-- ,2013. Gq (Alit jJi _— Notary Public . .'4 :ONDA L. SOLOMON My Commission Expires: F ...::,� NotaryMyCo'um• c, amissionExires� _Mtly 10,101` - 17 Tower Site Number:HX3573 Tower Site Name:Brentwood TENANT: New Cin ul, Wirel �, a Delaw,'e By!►IF `►,—,' Nam : / Title: Date: 1—'16—I 3 TENANT ACKNOWLEDGMENT STATE OF TC)ti1', ) COUNTY OF'` 5 .,.. .. .... .... . The foregping in�nt was acknowledged before me this 1 day of 2013, by Shaw 11 fir,e a J • Ik p5 u "I of New Cingular Wireless PCS. LC, a Delaware limited liability company,on behalf of the company,who is personally known to me. WITNESS my hand and Official Seal at office this 10 day of qi.4.,01 ,2013. 5/1aAjes---i Notary Public My Commission Expires: TERRI J.SHARP Notary STATE OFFTL TEnAS My Comm.Exp.Aug.18.2015 . Ig_ Tower Site Number: I X3573 Tower Site Name:Brentwood EXHIBIT I • (To Memorandum of Lease) Description of the Property WARRANTY DEED WITH VENDOR'S LIEN Date: NOVEMBER 3,2008 Grantor. SOHAM ENTERPRISES, INCORPORATED DSA MANOR HOUSE INN Grantor's Mailing Address: 2504 Texas_Vanua Jouth, Wiese Station, TX 7784 Fr. Grantee: CSTX HOTELS,LLC Grantee's Address: e . - - . :. • • 77845 Consideration: TEAT.MOD mono DOLLARS($10.en a a flats O(c date herewith in the principalamount.of executed by Gree and payable to the order of QUAIL CREEK BANK,N.A.,said note being secured by a vendors lien retained in this deed and by deed of trust of even date herewith to MICHAEL D.SPANN,TRUSTEE,for the benefit of QUAIL CREEK BANK, N.A.. Property(betiding iinproverneats): (2405 TEXAS AVENUE SOUTH,COLLEGE STATION,BRAZOS COUNTY,TEXAS 77840) SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF. - 19- i Tower Site Number:HX3573 Tower Site Name:Brentwood EXHIBIT 2 (To Memorandum of Lease) Premises is depicted as follows and shall be replaced with a surveyed legal description when available A 800 sq ft parcel consisting of 4 parking spots in the NW corner of the Parking Lot at the Manor Inn at 2405 Texas Avenue South in College Station mpre particularly described as All of Lot TwO-A-One B(2A-1B),Block One(1),A RESUBDIVISION OF LOT 2A-1 SOUTHWEST PLACE,an addition to the City of College Station,Brazos County, f Texas,according to the.Plat thereof recorded D Volume 527,page 583 P the Deed Records of Brazos County,Texas _ 4f ♦ - • / ''‘'' :•!!...-.'N,,-',,, i 7 1- S ,, t '' < CIo('(I(i.' earth. Apr { -20- f ( Do,, Bk Vol Ps 01175005 OR 11689 170 Prepared by: Diamond Towers IV LLC 820 Morris Turnpike,Suite 104 Short Hills,New Jersey 07078 Record and Return To: Diamond Towers IV LLC Attention:Legal Department 820 Morris Turnpike,Suite 104 Short Hills,New Jersey 07078 Site: Brentwood TX Cross Reference: Doc:01173059,Bk:OR Vol: 11657,Pg: 135,et.seq. Brazos County,Texas ASSIGNMENT OF LEASE AND BILL OF SALE THIS ASSIGNMENT OF LEASE AND BILL OF SALE ("Assignment") is made and entered into as of the 18th day of September, 2013 ("Effective Date"), by and between New Cingular Wireless PCS, LLC ("Assignor"), and Diamond Towers IV LLC ("Assignee"). For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,the parties agree as follows: 1. Assignor is the tenant under that certain Lease Agreement("Lease") dated on or about July 10, 2013, between CSTX Hotels, LLC, as landlord, and Assignor, recorded in the County Clerk's Office, County of Brazos, State of Texas, and relating to the property as described on Exhibit "A" attached hereto (the "Property"). Assignor hereby assigns to Assignee all of Assignor's right, title and interest in and to the Lease which is hereby automatically sold,assigned,transferred and set over unto Assignee. 2. In addition, Assignor hereby assigns, sells, conveys and delivers to Assignee all of Assignor's right, title and interest in and to the personal property more particularly described in Exhibit"B"attached hereto(the"Personal Property"). 3. The Effective Date will also be defined as the transfer date. Assignor will indemnify, defend and hold harmless Assignee, its successors and assigns and their respective agents, employees, directors and officers from and against any claim, damage, loss, liability, obligation, demand, defense, judgment, suit, proceeding, disbursement or expense, including reasonable attorneys' fees or costs (including those related to appeals) of any nature whatsoever (collectively, "Losses and Liabilities"), arising out of or in any way Brentwood Assignment and Bill of Sale vO3C(MZ) Dor 814 Vol P9 011750105 OR 11689 171 related to the Lease or Assignor's interest therein, Assignor's use or occupancy of the Property, and/or the Personal Property that occurred or were incurred prior to the Effective Date or any time following the Effective Date for any period commencing when the Assignee may have assigned the Lease back to Assignor as provided for below. Assignee will indemnify, defend and hold harmless Assignor, its successors and assigns and their respective agents, employees, directors and officers from and against any and all Losses and Liabilities arising out of or in way related to the Lease or Assignee's interest therein, Assignee's use or occupancy of the Property and/or the Personal Property that occurred or were incurred both on and after the Effective Date and when Assignee held a leasehold interest in the Property. Notwithstanding anything to the contrary in the foregoing or set forth in that certain Site Sublease by and between Assignor and Assignee dated September 18, 2013 ("Sublease"), Assignor acknowledges and agrees that Assignee shall have no warranty liabilities or indemnity liabilities or obligations to Assignor for any period of time for which Assignee had no leasehold interest in the Property. 4. Assignor and Assignee hereby covenant and agree that each will execute and deliver to the other upon demand, from time to time, any further instrument or instruments which are reasonably necessary to reaffirm, correct and/or perfect this Assignment and the transfer to Assignee of the items described in this Assignment. 5. This Assignment inures to the benefit of and is binding upon the successors and assigns of the parties hereto. 6. This Assignment may be executed in a number of identical counterparts which,taken together,constitute collectively one agreement. 7. This Assignment will be governed by and construed in accordance with the internal laws of the state where the Property is located without regard to principles of conflicts of laws. 8. At any time before Assignee may commence the Initial Term of the Lease,as defined therein, Assignee may in its sole discretion, assign the Lease back to Assignor, and Assignor shall assume such assignment, to be evidenced by a writing in a form mutually acceptable to the parties. 2 Brentwood Assignment and Bill of Sale vO3C(MZ) Doc Bk Vol Ps 01175005 OR 11689 172 • Executed by Assignor and Assignee as of the Effective Date. ASSIGNOR: NEW CINGULAR WIRELESS PCS, LLC, a Delaware limited liability company By: AT&T Mobility Corporation • Its: Manager By: Erc.t l l ken e,Q 461 rv+e Title:fart d Manager-.C).n5f14'SeS • Address:(05oO W€ (-oky,5 c�law-t, ? 6 7740I STATE OF 7-re A-s ) • COUNTY OF Hams )ss: BE IT REMEMBERED, that on this 1144% day of , 2013 before me, the subscriber, a person authorized to take oaths in the State of i e x q3 , personally appeared frs:eu R ,4411t1io, being duly sworn onthis oath, deposed and made proof to my satisfactionthatshe is the person(s) named in the within instrument; and I, having first made known to hoc the contents thereof,5he did acknowledge that he signed, sealed and delivered the same as hirvoluntary act and deed for the purposes therein contained. Notary Public: MyCommission Expires: ,v TERRI J.SHARP p t Notary Public ,� STATE OF TEXAS My Comm.Exp.Aug.18,2015: - - i 3 Brentwood Assignment and Bill orSalc v03C(\11) • i Doi_ Bk Vol Ps 011750135 OR 11689 173 ASSIGNEE: DIAMOND TOWERS IV LLC • a Georgia limited li bility company r.. � I By: )5V Michael . Brett Its: Chief Financial Officer Address: Diamond Towers LLC 820 Morris Turnpike, Suite 104 Short Hills, New Jersey 07078 STATE OF Nv "51ty ) ICOUNTY OF S S'�yc ) ss: BE IT REMEMBERED, that on this / day of Y- 'I. , 2013 before me, the subscriber, a person authorized to take oaths in the State of New Jersey, personally appeared Michael G. Brett who, being duly sworn on his oath, deposed and made proof to my satisfaction that he is the person(s) named in the within instrument; and I, having first made known to him the contents thereof, he did acknowledge that he signed, sealed and delivered the same as his voluntary act and deed for the perp,S th8re7> ntained. /Nota Public: My Commission Expires: MICHELLE ZAKALIK NOTARY PUBLIC STATE OF NEW JERSEY MY COMMISSION EXPIRES JUNE 12,2018 I F 4 Brentwood Assignment and Bill of Sale vO3C(MZ) Doc Bk Vol Ps 01175005 OR 11689 174 Exhibit"A" Property Description The subject property is described as being within the parent parcel that is further described as follows: The Premises is depleted/described as follows and will be replaced by a surveyed legal description when available A$00 sq ft parcel consisting of 4 parking spots in the NW corner of the Parking Lot at the Manor Inn at 2405 Texas Avenue South in College Station n►pre parttcularlty described as All of Lot TwO-A-One II(2A-I B),Block One(I),A RESUBDIVISION OF LOT 2A-1 SOUTHWEST PLACE,an addition to the City ofColtege Station,Brazos County, Texas,according to the Plat thereof recorded to Volume 527,page 583 pf the Deed Records of Bnraa County,Texas / - tyf _ .094.1-7,4,4f- S te *,� a ��, 4X ik T P{ yy�wift‘ 4� n. -'9 • i7s Syr : � a `.c .r " X 'b4, NN ',,t:5.-..Z,- 4'' �, , td . {#f ,: ')I'' j xr 'fi4 X ; " `ty o} .,} . -",*:',44, „� 5 S, • v .„),,4r,„; '-otr °✓As yVa fa Pt tr .V+ 1 Atn. 8 •:-',,` t c swK 544 s !,..--444,,-,S, i� a ^ 4 43 �, E' r ” ,,t ..,--,.,`"x � y , . , vt.. . f r1is"'<if y " a r ,` i. y ., •s�,y 1 «a• '£ Si itsJ \ u- ',..„-,:,i: , r t a f '' i i-,yi' � : � . s rA ` ,„ " 'w • If4" �M t, rd . {. 1-,•,..-7'„,„'y,{ 1 ,,*.,......-44.1,;:q.*:'''. 'XXII... utri •r ,,, + . k 0r.ta - ,4sK , � ' . :-.1.,;,,,- f .en, i ; t + . ' ' •s "� „# aY e t41,4 •`,i' #1' As '^ Z �is1' �et �p5{ ti . r - mt4JdS ', rRA rt4"*r � ��1:y�, & fgyr�kkt�j.+ftc .Ir tom. • ' � ��tts � F,f� k 1 a +j�s �s ft itC „k 3dsr.f � ,,< rYJ $ �h n ,.b { ,, r4 ' , ay7t i ,,.4'. ,j ��irkte,:trE , # ikel qttil4rm, r'f �Fr 6r "N` rt Jr� �s r "amY �.� , 1w?rJ, y1.404'... .Sr.' S < JVr < <+- 4IA � e�' ."r J' Arr: r? :•. ,, v", ' ," �;.'y.K,#, .,eR4 ,rel0,, ,:,,,,a1„:..,/`-. s �, . _{{s [ ti( , 5 I Brentwood Assignment and Bill of Sale vO3C(MZ) i I I i Doc Bk Vol P9 01175005 OR 11689 175 K we or rat ---‹*/ /. -'�_x ._.Yx !CAM.,41.w - is - It / ,;(....--•••••.-•+-•••-- F p°"ce3acac»"ua+� COSMO r u4 i .. • I r -r cocr. , , X11 i w^a(r,MOM\\ i 1-� \ Yrtrote�air II-n+la r/ e< . (I)n+rw.CAMPS MO ( it e W ewmm mWYYxiui)� .9),r, e / arrot.r' C4..... i J `i_ •..aam MT im / giCM.+�ftr YrtC/Iq(p t'' --1 overouto HWM c:•- 3'a• s4' X f1• Yom' etrA I i 1 • 1 • I • • i • f. i . . f I 1 6 Brentwood Assignment and Bill orSale vO3C(MZ) ( ( • I • 1 i Ps 01175005 or OR 89 11 176 Exhibit"B" List and Description of Personal Property Permits, approvals and reports, if any, as may have been completed/issued with respect to the proposed communications tower to be constructed, operated and maintained at the Property including,without limitation,the following: Zoning Approval Building Permit Plans/Zoning/Construction Drawings Surveys - 1 A/2C Phase I Filed for Record in: NEPA BRAZOS COUNTY Geotechnical Report • On: Nov O1 2O13 at 01:20P As a Recordings Document Number: 01175005 Amount 40.00 Receipt Number - 489605 By, � Becky Wright STATE OF TEXAS COUNTY OF BRAZOS I hereby certify that this instrument was filed on the date and time stamped hereon by me and was duly recorded in the voluiMe and page of the Official Public records of: BRAZOS COUNTY as stamped hereon b9 me. Nov 01,2013 • Karen McQueen, Brazos County Clerk BRAZOS COUNTY 7 Brentwood Assignment and 13111 of Sale vO3C(N1Z) • ATTACHMENT 2 TOWER PROXIMITY MAP 0 ErlERTECH RESOUR CE 5 I' 1. , 14 _____,----/ __— io ,, -/* *----..„.„, / ,\. �Q��\ ' , ob \ NoF) s°N 4100' S�.., \ ST / /S)&„ / o.-vk. Alhii-, \ J T� \ N. 1 __ . L {, -F .i''' ; BRENTWOOD TOWER / \ O I \ O -1 \ I / \ O \ oo / yi\ / Nx / 2500'EXISTING TOWER SETBACK N m / j..„2":-..*:-:"' _ yvE:} � -g,‘ it 'Or '''''% L 1" ' Of*Ottilt 1 , LEGEND ———— 2500'EXISTING TOWER SETBACK 1 'TOWER PROXIMITY MAP 0 EXISTING TOWER SCALE N.T.S. t ! 1 0 EfIERTECH DIAMOND COMMUNICATIONS DATE . S C L P C F S PRINTED TEXAS FIRM F-15232 14-20-0131 1 7500 stin,Taltoex s 78735110 lvd,Suite AHX3573 BRENTWOOD 1/16/2015 wwwenertechresources.com ` 1 ATTACHMENT 3 VISUAL IMPACT ANALYSIS EflERTECH 5 0 U '' 'Z'.17 ''.1 :11,„;: l' 'A .,11,:'7,‘. /.....'//1, :'''s* ' ' ' ' / ' 4 t ill to / ,r*- . ' N* '''' ' ' Cill. b ''.''''' :: 1111 / ' , NI �, a 0 op A r/ Nom- ' . ' �; BOJ . „ '' '' ''' • / / >' - 4 _J • " � a a . .• /I, X M1 • 45' $ �Q� ; Proposed 70' Stealth ` ® •' �' `Un1pole Extension ,F /, .-. , s g 14: Le end �, i •rd ♦ �; * Point of View _ _ Distance from f !` Tower �w � � �/ * � r i (This photo simulation is for illustrative purposes only.) DATE [C) 75o0 EfflERTECHalto I[DIAMOND COMMUNICATIONS, LLC PRINTED HX3573 Blvd,Suite 110 Austin,Texas 78735 BRENTWOOD 1/16/15 1 i wwwene rtechresou rces.com tig _.... _. +� � � � 411 LI ... Jam" .„ d -, ....,...... .,. .,....:.�. . om;,.x': ... <�. a� � �WxR:� - -, Existing View to the Northeast `"hc ,r. Stealth Tower Extended to 70' (This photo simulation is for illustrative purposes only.) 0 DATE 750E1r1ERTECH DIAMOND COMMUNICATIONS, LLC PRINTED Blvd Suite 110 1/16/15 Austin,Texas 7873678735BRENTWOOD www.enertech resources.com HX3573 � t I a E -. tr I r t. t: " � co a) L a ' a) L i il -,.,,,;'' 111 • 0 , 1 . i, :i , , Q) s'. ,ti' C . Ui :0. :i, Y. . Pa r (This photo simulation is for illustrative purposes only.) DATE 0 EIlERTECH DIAMOND COMMUNICATIONS, LLC PRINTED Bili 7500 Rialto Blvd,Suite 110 Austin,Texas 78735 BRENTWOOD 1/16/15 www.enertechre sou rces.co m HX3573 i1 t t; o 0 $.,: -o Q) 73 C i, X W L 1.3 g :y ,� p`' H ' }' s -o—, e , +' ) fil* t ,-.41!? swr r i, ' ' : '''. : tt'' ' '. 7: ' ' 1:11::.4'''' • (This photo simulation is for illustrative purposes only.) 10 750E1f1ERTECH alto DIAMOND COMMUNICATIONS, LLC PRINTED B Blvd,Suite 110 Austin,Texas 78735 1/16/15 www.enertechresources.corn DATE BRENTWOOD f3n T • OP . , .1.-.'hi_ ..k. It 111.11111111111.1 Existing View to the South /0_ T um© °Ufiipole, . , 1 . ___ _ ,_„.......- .L _ _ Y . ___ _ ._ , ......_ _-_ -...:,..,„- _ .. - „,.-.--,.7--- r --__. -. ....... JAL . r.,..iiiimi Stealth Tower Extended to 70' (This photo simulation is for illustrative purposes only.) 0 DATE 75oEflERTECH DIAMOND COMMUNICATIONS, LLC PRINTED Rialto Blvd Suite 110 Austin,Texas 78735 BRENTWOOD 1/16/15 C I www,enertechresources,com HX3573 4 IMMOOMINea,. Existing View to the Southwest trO • r. s 4M# .. ., y -,.a Stealth Tower Extended to 70' (This photo simulation is for illustrative purposes only.) CDEflERTECH DIAMOND COMMUNICATIONS, LLC PRINTED D 7500 Rialto Blvd,Suite 110 HX3573 Austin,Texas 78735 BRENTWOOD 1/16/15 www.enertechresou rtes.tom DATE ATTACHMENT 4 FEDERAL REGULATORY COMPLIANCE 0 EtIERTECH ESOU ES DIAMOND TM%EIKS IV LL( RFA;UIATORV COMPLIANCE AFFIDAVIT STATE OF 61`,.>CLI`I'l 1\.) „ COUNTY OF AcCLIN Sarah Schaaf, Director of Regulatory Compliance, DIAMOND TOWERS IV LLC, a Delaware limited liability company,came and appeared before me, the undersigned Notary. representing the within named DIAMOND TOWERS IV LLC of Essex County, State of New Jeisey,and makes this his/her statement and General Affidavit upon oath and affirmation of belief and personal knowledge that the following matters. facts and things set forth are true and comet to the best of his/her knowledge: DIAMOND TOWERS IV LLC, ENSURES THE TELECOMMUNICATION STRUCTURE DISCUSSED IN THE ATTACHED DOCUMENTS, KNOWN AS BRENTWOOD EXTENSION, MEET THE STANDARDS AND REGULATIONS SET FORTH BY THE FEDERAL AVIATION ADMINISTRATION (FAA), THE FEDERAL COMMUNICATIONS COMMISSION(FCC)AND ANY OTHER AGENCY OF THE FEDERAL GOVERNMENT OF THE UNITED STATES WITH THE AUTHORITY TO REGULATE TELECOMMUNICATION STRUCTURES. DATED this the '7 day of ittit.44,4 20 1G a 441 % 1 Signature of Arita nt SWORN to subscribed before me, this 5 day of JUNANN K HEINEN N( ARY PUBLIC Notary Public State of Wisconsin My Commission Expires: it / ( 3 ) 1 Gi ATTACHMENT 5 COLOCATION ALLOWANCES C) EflERTECH OUR CES • t 0 EnERTECH January 16,2015 City of College Station PO Box 9960 College Station,TX 77842 To whom it may concern, I am writing on behalf of Enertech Resources in regard to the proposed tower modification project known as Brentwood Extension.The scope of work of this project is to extend the existing 35 foot tall stealth tower to 70 feet. With this letter, Enertech Resources declares its intent and willingness to install a tower extension that provides opportunities for the colocation of other carriers.Our client,DIAMOND TOWERS IV, LLC, has also provided the attached affidavit facsimile confirming their intent and willingness to maintain provisions for colocation. Sincerely, • tiac L1 Jus uggins,PE Enertech Resources,LLC 7500 Rialto Blvd,Suite 110 Austin,TX 78735 P:830.387.4502 ext.220 DIAMOND TOWERS IV LLC—ALLOWANCE OF ADDITIONAL PROVIDERS AFFIDAVIT STATE OF NEW JERSEY COUNTY OF ESSEX Orazio Russo, Senior Vice President of Sales & Operations, DIAMOND TOWERS IV LLC, a Delaware limited liability company, came and appeared before me, the undersigned Notary, representing the within named DIAMOND TOWERS IV LLC, of Essex County, State of New Jersey, and makes this his/her statement and General Affidavit upon oath and affirmation of belief and personal knowledge that the following matters, facts and things set forth are true and correct to the best of his/her knowledge: DIAMOND TOWERS IV LLC, ENSURES THAT THE TOWER MODIFICATION PROPOSED IN THE ATTACHED DOCUMENTS, KNOWN AS BRENTWOOD EXTENSION, IS INTENDED TO PROVIDE A MULTI-CARRIER FACILITY DESIGNED TO ACCOMMODATE MULTIPLE ANTENNAE FROM SEPARATE WIRELESS TELECOMMUNICATION SYSTEM PROVIDERS AND USERS. DIAMOND TOWERS IV LLC, AGREES TO ALLOW EQUIPMENT BY OTHER SERVICE PROVIDERS TO BE LOCATED ON SAID TOWER AND ITS PREMISES ON A REASONABLE AND NONDISCRIMINATORY BASIS. DATED this the 16 day of 10 e e ee,19 er,20 1 V 0/Lefri_)/i,e /2G(4)V-- Signatur f Affiant SWORN to subscribed before me,this /6 qday of 77PCe k20 (11 NO ARY P LIC My omAisct t;L. .j a LIK� STATE OF NEW JERSEY e, .• ;ES JUNE 12,2018 ATTACHMENT 6 AT&T GRID PLAN 40 Ef1ERTECH 1)4:is) :Q 0 0 II Q. vx0 0 • • • • • •� •CI s 111111 Cn Cc a.,a) 0a Li 0. ,C2 m mo+ v y ' c F• . V o a• ni Hx YUw A w1 E '^ V/ a,°' a o o 7w o o m E o+ 4 -ro Fa V O a• " v -E v S f0 22 o0 4....) 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CJlikCv ' -c > aco to u-, GJ a , V) lelppm - ,. �, 1 1 -c' ail- ,i-+ 01 in ' r A sY`aC� a Y co i; S- CO Y COCL) to rr `ro kc r G1 O1 ° 4a IIP r m i - U I I I I I I I I I I I I I I 01 Q 059'0£ £££9'0£ £9190£ 0009'0£ ££f I c251- C <I- 0 0 N N 0 I2 o I0 0 N )))) T a) v a 0 a To ' . o ve- • L as L a �^ C as i as �T� Q wC rr^s W N L of L - ;, v O To O ` u 5 v i ' ll ATTACHMENT 7 NEED AND ALTERNATIVE SOLUTIONS EflERTECH DIAMOND TOWERS IV LLC—ALTERNATIVE SOLUTIONS DUE DILIGENCE AFFIDAVIT STATE OF NEW JERSEY COUNTY OF ESSEX Orazio Russo, Senior Vice President of Sales & Operations, DIAMOND TOWERS IV LLC, a Delaware limited liability company, came and appeared before me, the undersigned Notary, representing the within named DIAMOND TOWERS IV LLC, of Essex County, State of New Jersey, and makes this his/her statement and General Affidavit upon oath and affirmation of belief and personal knowledge that the following matters, facts and things set forth are true and correct to the best of his/her knowledge: DIAMOND TOWERS IV LLC, ENSURES THAT THE TOWER MODIFICATION PROPOSED IN THE ATTACHED DOCUMENTS, KNOWN AS BRENTWOOD EXTENSION, IS NECESSITATED BY LOCAL DEMAND FOR SERVICES WHICH CANNOT BE REASONABLY ACCOMMODATED BY OTHER FORMS OF WIRELESS TELECOMMUNICATION TECHNOLOGY OR COLOCATION ON ADJACENT TOWERS. DIAMOND TOWERS IV LLC AND ITS CONTRACTORS HAVE EXERCISED DUE DILIGENCE IN INVESTIGATING THE VIABILITY OF ALTERNTIVE SOLUTIONS AND DEEMED THIS MODIFICATION PROJECT THE ONLY PRACTICAL SOLUTION. DATED this the /C7 day of p.ee ernStr 20 I - 12604-er- Signatur of Affiant SWORN to subscribed before me,this /0 day of DPc�i+-i 6�, 20 /Y NOTARY PiOLIC M Commission Expires: MICHELLE ZAKALIK NOTARY PUBLIC E OF NEW JERSEY MY COMMISSION EXPIRES JUNE 12,2018 ATTACHMENT 1 TOWER AND FOUNDATION DESIGNS EfIERTECH O U R C f 5 Sabre Industries- Towers and Poles Structural Design Report 35' Extendible to 70' Slimline Site: Brentwood, TX Site Number: HX3573 Prepared for: DIAMOND COMMUNICATIONS LLC by: Sabre Towers & Poles TM Job Number: 89603 Revision B December 22, 2014 Monopole Profile Foundation Design Summary (Option 1) 2 Foundation Design Summary (Option 2) 3 Pole Calculations 4-9 Foundation Calculations 10-19 1 CV I ..Nf.. - ev... KEffH JAMES TINDALL 2 Z l -: 85771 lir —16_,A./000-9 Sabre Communications Corporation 10NAI. Texas Registration Number F•4365 Designed Appurtenance Loading Elev Description Tx-Line 66*** (3)SBNH-1D6565Bs (12)3/8" 56*** (3)SBNH-1D6565Bs (12)1 1/4" - 45"" (3)8'X 1'X 6INs (6)7/8" 31/31** (3)SBNH-1D6565Bs (6)7/8" 21/21** (3)SBNH-1D6565Bs (6)7/8" 15 Special 5 Carrier 34"x 55'Cylinder (2 Carrier+Future 3 Carrier) Load Case Reactions Description Axial(kips) Shear(kips) Moment(ft-k) Deflection(ft) Sway(deg) 3s Gusted Wind 8 4.8 206 0 0.24 3s Gusted Wind 0.9 Dead 6 4.8 206 0 0.24 70, 3s Gusted Wind&Ice - 9.3 0.4 16 0 0.02 Service Loads 6.7 1.2 51 0 0.06 Base Plate Dimensions Shape Width Thickness Bolt Circle Bolt Qty Bolt Diameter Square 37.5' 1.25" 39.5" 4 2.25' Anchor Bolt Dimensions Length Diameter Hole Diameter Weight Type Finish 84" 2.25" 2.625" 701 A615-75 Galy-18" Notes Future 1) Antenna Feed Lines Run Inside Pole 2) All dimensions are above ground level,unless otherwise specified. 3) Weights shown are estimates. Final weights may vary. 4) The Monopole was designed for a basic wind speed of 90 mph with 0"of radial ice,and 30 mph with 3/4"of radial ice,in accordance with ANSI/TIA- 222-G-2(2009),Structure Class II,Exposure Category C,Topographic Category 1. *** These Appurtenances cannot be installed until the Monopole has been extended. 35' AL Special 5 Carrier 34"a 55'CyNnder Initial 10'110.5"x 25.5"@ 60°.180°300' m A A 0 6'110.5"x25.5"@180°.360" ■ I \/ I. ■1 - G.L. _N O - c E FUTURE EXTENSION 8 E A' 2 - ` o — g E v n N t Ti E _ n ! m d f0 J Z H J 1- m H C7 Sabre Communications Corporation Job: Sabre Industries- 7101 Southbridge Dove 89603B F.O.Box 658 Customer: DIAMOND COMMUNICATIONS LLC Towers and Poles Sioux City,IA 51102-0658 Site Name: Phone:(712)258-6690 Brentwood,TX HX3573 F.(712)279-0814 Information contained herein is the sole property or sabre Communications Corporation.constitutes a trade Desenyben: 35'ext.70'Concealed Unipole secret es defined by Iowa Code Ch.550 and shall not be reproduced.copied or used in whole or pan for any purpose whatsoever without the Oa written consent of sabre Communications corporation. Date: 12/22/2014 By TTW Page 1 .�� No.: 89603 Sabre Industries- Date: 12/22/14 Towers and Poles By: TTW Revision B Customer: DIAMOND COMMUNICATIONS LLC Site: Brentwood,TX HX3573 35' Extendible to 70' Monopole at 90 mph Wind with no ice and 30 mph Wind with 0.75 in. Ice per ANSI/TIA-222-G. Antenna Loading per Page 1 5'-0" `-c?Grade � Dia. Notes: V 1). Concrete shall have a minimum A _ , r 28-day compressive strength of _IIII = rA 4000 PSI, in accordance with Two (2) #5 ties I ACI 318-05. within top 5" of j concrete I 2). Rebars to conform to ASTM specification A615 Grade 60. L 3). All rebar to have a minimum of 3" concrete cover. 4). All exposed concrete corners to be o C° M chamfered 3/4". T T 5). The foundation design is based on the geotechnical report by GEOServices, Project No. 24-12564-387, dated August 20, 2013. I- 6). See the geotechnical report for drilled pier installation requirements, if specified. 7). The foundation is based on the V following factored loads: Moment (kip-ft) = 206 ELEVATION VIEW Axial (kips) =8 (9.82 Cu.Yds.each) Shear(kips) = 4.8 (1 REQUIRED; NOT TO SCALE) Rebar Schedule per Pier Pier (24) #7 vertical rebar w/#5 ties, two within top 5"of pier then 12" C/C 8). This is a design drawing only. Please see final construction drawings for all installation details. Information contained herein is the sole property of Sabre Towers& Poles,constitutes a trade secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers& Poles. 7101 Southbridge Drive-P.O.Box 658-Sioux City, IA 51102-0658-Phone 712.258.6690-Fax 712.279.0814 Page 2 No.: 89603 Sabre Industries" Date: 12/22/14 Towers and Poles By: TTW Revision B Customer: DIAMOND COMMUNICATIONS LLC Site: Brentwood,TX HX3573 35' Extendible to 70' Monopole at 90 mph Wind with no ice and 30 mph Wind with 0.75 in. Ice per ANSI/TIA-222-G. Antenna Loading per Page 1 5'-0' C° Grade — Dia. Notes: 1). Concrete shall have a minimum _ r _ _ 28-day compressive strength of 4000 PSI, in accordance with Two (2) #5 ties ACI 318-05 within top 5" of concrete 2). Rebar to conform to ASTM specification L A615 Grade 60. 3). All rebar to have a minimum of 3" concrete cover. 4). All exposed concrete corners to be chamfered 3/4". 5). The foundation design is based on the geotechnical report by GEOServices, Project No. 24-12564-387, dated August 20, 2013. A I I 6). See the geotechnical report for compaction requirements, if specified. v v K 9'-6" 7). The foundation is based on the following factored loads: ELEVATION VIEW Moment (kip-ft) =206 (8.65 Cu.Yds. each) Axial (kips) = 8 (1 REQUIRED; NOT TO SCALE) Shear (kips) =4.8 Rebar Schedule per Pad and Pier • (24) #7 vertical rebar w/hooks at bottom Pier w/#5 ties, two within top 5"of top of pier then 12" C/C Pad (10) #8 horizontal rebar evenly spaced each way top and bottom (40 Total) 8). This is a design drawing only. Please see final construction drawings for al installation details. Information contained herein is the sole property of Sabre Towers& Poles,constitutes a trade secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers& Poles. 7101 Southbridge Drive-P.O.Box 658-Sioux City, IA 51102-0658-Phone 712.258.6690-Fax 712.279.0814 Page 3 SABRE COMMUNICATIONS CORP JOB: 00-89603 22-Dec-14 11 : 49 2101 Murray Street DIAMOND COMMUNICATIONS LLC Ph 712 . 258 . 6690 Sioux City, IA 51101 Brentwood, TX Fx 712 . 258 . 8250 TOP DIAMETER 34.00 in. [ 34.52 in. Point-Point] BOTTOM DIAMETER 34.00 in. [ 34.52 in. Point-Point] POLE HEIGHT 14.00 ft. 18 SIDED FLAT ORIENTATION BASE HEIGHT 1.00 ft. ABOVE GROUND E-MODULUS 29000 ksi [ 12000 ksi SHEAR MODULUS] APPURTENANCES ATTACH POINTS: NO. X,ft Qty Description Status 1 14.00 1 Standard 5 Carrier (2P) 125mph Initial Appurt Some wind forces may have been derived from full-scale wind tunnel tests. Pole Bottom Thick Connect LAP Taper Length Weight Steel Pole Section X, ft. in. Type in. in/ft ft. lbs Spec Finish 1 14 . 00 . 18750 C-WELD . 0000 14 . 00 958 A652 GALV/PAINT SECTION PROPERTIES Area Iz IxIy SxSy X,ft UP, ft D, in T,in in2 in4 in4 in3 w/t d/t FY(ksi) 14.00 .00 34.00 .1875 20.12 5812 2906 168.3 30.21 181.3 65.00 TOP P07 9.00 5.00 34.00 .1875 20.12 5812 2906 168.3 30.21 181.3 65.00 4.00 10.00 34.00 .1875 20.12 5812 2906 168.3 30.21 181.3 65.00 .00 14.00 34.00 .1875 20.12 5812 2906 168.3 30.21 181.3 65.00 BASE Page 4 SABRE COMMUNICATIONS CORP JOB: 00-89603 22-Dec-14 11 : 49 2101 Murray Street DIAMOND COMMUNICATIONS LLC Ph 712 . 258 . 6690 Sioux City, IA 51101 Brentwood, TX Fx 712 . 258 . 8250 CASE - 1 : 3s Gusted Wind ANSI-TIA-222-G WIND OLF 1.60 GUSTED WIND (3sec) 90.0 mph 144.8 kph VERTICAL OLF 1.20 EXP-CAT/STRUC_CLASS C-II DESIGN ICE .00 in EXP-POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 34.7 psf 1659.0 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx-CABLE FORCES MOM. Line each each WIND Tra-Y Ax-Z Lg-X # Qty Description Elev-Ft Lbs Ft^2 Type Qty #/Ft Psf Kips Kips Ft-K ---- ---- --- ---- ---- ---- ---- ---- 1 1 Standard 5 Carrier (2P) 125mph 14.0 4715 101.3 38.3 3.88 -5.7***** 3 SBNH-1D6565B. 65.0 47 .0 7/16" 12 .27 40.2 .00 -.2 3 SBNH-1D6565B. 55.0 47 .0 1 1/4" 12 .66 38.8 .00 -.3 3 8' X 1' X 6IN 44.0 42 .0 7/8" 6 .54 37.1 .00 -.2 3 SBNH-1D6565B. 30.0 47 .0 7/8" 6 .54 34.3 .00 -.2 3 SBNH-1D6565B. 20.0 47 .0 7/8" 6 .54 31.6 .00 -.2 RESULTS WIND ICE :--- FORCES,kips ---:---MOMENTS,ft-kips---: F'y Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorqZI ksi 4.8.2 14.00 1.00 19.16 .00 .0 3.93 -7.0 -145.5 .0 .0 65.84 .181 9.00 1.00 19.16 .00 .0 4.25 -7.5 -165.8 .0 .0 65.84 .206 4.00 1.00 19.16 .00 .0 4.66 -7.8 -187.8 .0 .0 65.84 .232 .00 1.00 19.16 .00 .0 4.77 -8.0 206.4 .0 .0 65.84 .255 DISPLACEMENTS ELEV I DEFLECTION feet I ROTATION, degrees I X, ft X Y Z XY-Result X Y Z XY-Result 14.00 .00 .03 .00 .03< .22%> -.24 .00 .00 .24 Page 5 SABRE COMMUNICATIONS CORP JOB: 00-89603 22-Dec-14 11 : 49 2101 Murray Street DIAMOND COMMUNICATIONS LLC Ph 712 . 258 . 6690 Sioux City, IA 51101 Brentwood, TX Fx 712 . 258 . 8250 CASE - 2: 3s Gusted Wind 0. 9 Dead ANSI-TIA-222-G WIND OLF 1.60 GUSTED WIND (3sec) 90.0 mph 144.8 kph VERTICAL OLF .90 EXP-CAT/STRUC_CLASS C-II DESIGN ICE .00 in EXP-POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 34.7 psf 1659.0 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx-CABLE FORCES MOM. Line each each WIND Tra-Y Ax-Z Lg-X # Qty Description Elev-Ft Lbs Ft^2 Type Qty #/Ft Psf Kips Kips Ft-K 1 1 Standard 5 Carrier (2P) 125mph 14.0 4715 101.3 38.3 3.88 -4.2***** 3 SBNH-1D6565B. 65.0 47 .0 7/16" 12 .27 40.2 .00 -.2 3 SBNH-1D6565B. 55.0 47 .0 1 1/4" 12 .66 38.8 .00 -.2 3 8' X 1' X 6IN 44.0 42 .0 7/8" 6 .54 37.1 .00 -.2 3 SBNH-1D6565B. 30.0 47 .0 7/8" 6 .54 34.3 .00 -.2 3 SBNH-1D6565B. 20.0 47 .0 7/8" 6 .54 31.6 .00 -.2 RESULTS WIND ICE :--- FORCES,kips ---:---MOMENTS,ft-kips---: F'y Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZI ksi 4.8.2 14.00 1.00 19.16 .00 .0 3.92 -5.3 -145.5 .0 .0 65.84 .180 9.00 1.00 19.16 .00 .0 4.24 -5.6 -165.8 .0 .0 65.84 .204 4.00 1.00 19.16 .00 .0 4.66 -5.9 -187.8 .0 .0 65.84 .231 .00 1.00 19.16 .00 .0 4.77 -6.0 206.4 .0 .0 65.84 .253 DISPLACEMENTS ELEV I DEFLECTION feet I ROTATION, degrees I X, ft X Y Z XY-Result X Y Z XY-Result 14.00 .00 .03 .00 .03< .22%> -.24 .00 .00 .24 Page 6 SABRE COMMUNICATIONS CORP JOB: 00-89603 22-Dec-14 11 : 49 2101 Murray Street DIAMOND COMMUNICATIONS LLC Ph 712 . 258 . 6690 Sioux City, IA 51101 Brentwood, TX Fx 712 . 258 . 8250 CASE - 3: 3s Gusted Wind&Ice ANSI-TIA-222-G WIND OLF 1.00 GUSTED WIND (3sec) 30.0 mph 48.3 kph VERTICAL OLF 1.20 EXP-CAT/STRUC_CLASS C-II DESIGN ICE .75 in EXP-POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) 1.20 PRESSURE @ 32.7 ft 2.4 psf 115.2 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx-CABLE FORCES MOM. Line each each WIND Tra-Y Ax-Z Lg-X # Qty Description Elev-Ft Lbs Ft^2 Type Qty #/Ft Psf Kips Kips Ft-K ---- ---- --- ---- ---- ---- ---- ---- 1 1 Standard 5 Carrier (2P) 125mph 14.0 5186 111.4 2.7 .30 -6.2-11.1 3 SBNH-1D6565B. 65.0 89 .0 7/16" 12 .27 2.8 .00 -.2 3 SBNH-1D6565B. 55.0 89 .0 1 1/4" 12 .66 2.7 .00 -.3 3 8' X 1' X 6IN 44.0 103 .0 7/8" 6 .54 2.6 .00 -.2 3 SBNH-1D6565B. 30.0 89 .0 7/8" 6 .54 2.4 .00 -.2 3 SBNH-1D6565B. 20.0 89 .0 7/8" 6 .54 2.2 .00 -.2 RESULTS WIND ICE :--- FORCES,kips ---:---MOMENTS,ft-kips---: F'y Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZI ksi 4.8.2 14.00 1.00 2.46 1.39 .0 .30 -7.8 -11.1 .0 .0 65.84 .020 9.00 1.00 2.46 1.33 .0 .35 -8.5 -12.7 .0 .0 65.84 .022 4.00 1.00 2.46 1.24 .0 .40 -9.1 -14.5 .0 .0 65.84 .025 .00 1.00 2.46 1.06 .0 .42 -9.3 16.2 .0 .0 65.84 .027 DISPLACEMENTS ELEV I DEFLECTION feet I ROTATION, degrees I X, ft X Y Z XY-Result X Y Z XY-Result 14.00 .00 .00 .00 .00< .02%> -.02 .00 .00 .02 Page 7 , SABRE COMMUNICATIONS CORP JOB: 00-89603 22-Dec-14 11 : 49 2101 Murray Street DIAMOND COMMUNICATIONS LLC Ph 712 . 258 . 6690 Sioux City, IA 51101 Brentwood, TX Fx 712 . 258 . 8250 CASE - 4: Service Loads ANSI-TIA-222-G WIND OLF 1.00 GUSTED WIND (3sec) 60.0 mph 96.6 kph VERTICAL OLF 1.00 EXP-CAT/STRUC_CLASS C-II DESIGN ICE .00 in EXP-POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 8.6 psf 412.3 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .85 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx-CABLE FORCES MOM. Line each each WIND Tra-Y Ax-Z Lg-X # Qty Description Elev-Ft Lbs Ft^2 Type Qty #/Ft Psf Kips Kips Ft-K ---- ---- --- ---- ---- ---- ---- ---- 1 1 Standard 5 Carrier (2P) 125mph 14.0 4715 101.3 9.5 .96 -4.7-36.2 3 SBNH-1D6565B. 65.0 47 .0 7/16" 12 .27 10.0 .00 -.2 3 SBNH-1D6565B. 55.0 47 .0 1 1/4" 12 .66 9.7 .00 -.3 3 8' X 1' X 6IN 44.0 42 .0 7/8" 6 .54 9.2 .00 -.2 3 SBNH-1D6565B. 30.0 47 .0 7/8" 6 .54 8.5 .00 -.2 3 SBNH-1D6565B. 20.0 47 .0 7/8" 6 .54 7.9 .00 -.2 RESULTS WIND ICE :--- FORCES,kips ---:---MOMENTS,ft-kips---: F'y Inter X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorqZI ksi 4.8.2 14.00 1.00 4.76 .00 .0 .98 -5.9 -36.2 .0 .0 65.84 .048 9.00 1.00 4.76 .00 .0 1.05 -6.2 -41.2 .0 .0 65.84 .055 4.00 1.00 4.76 .00 .0 1.16 -6.5 -46.7 .0 .0 65.84 .062 .00 1.00 4.76 .00 .0 1.19 -6.7 51.3 .0 .0 65.84 .067 DISPLACEMENTS ELEV I DEFLECTION feet I ROTATION, degrees IMicroW X, ft X Y Z XY-Result X Y Z XY-Result AlloW 14.00 .00 .01 .00 .01< .06%> -.06 .00 .00 .06 Page 8 SABRE COMMUNICATIONS CORP JOB: 00-89603 22-Dec-14 11 : 49 2101 Murray Street DIAMOND COMMUNICATIONS LLC Ph 712 . 258 . 6690 Sioux City, IA 51101 Brentwood, TX Fx 712 . 258 . 8250 SHAPE: 18 SIDED POLYGON with FLAT-FLAT ORIENTATION BOLTS: QUADRANT SPACED BOLTS 6.00 in. ON CENTER LOCATE: POLE DATA DIAMETER = 34.00 in. BASE AXIAL FORCE= -8.0 kips Vert PLATE = .1875 in. ACTIONS SHEAR X = 3.4 kips Long TAPER = .0000 in/ft SHEAR Y = 3.4 kips Tran POLE Fy = 65.00 ksi X-AXIS MOM = 145.9 ft-kips Tran Y-Axis MOM = 145.9 ft-kips Long Z-Axis MOM = .0 ft-kips Vert DESIGN CASE = 1 3s Gusted Wind Design: ANY Orientation Reactions at 45.00 deg to X-AXIS BOLT LOADS AXIAL - COMPRESSION = 64.71 kips AXIAL - TENSION = 61.21 kips SHEAR = 1.69 kips AXIAL STRESS = 19.91 ksi SHEAR STRESS = .55 ksi YIELD STRENGTH Fy = 75.00 ksi ULT. STRENGTH Fu = 100.00 ksi Interaction ALLOW STRESS Fa [ .80 x 1.00] = 80.00 ksi .263 TIA-G SHEAR Fv [ .80 x .40] = 32.00 ksi TENSION AREA REQUIRED = .81 in^2 TENSION AREA FURNISHED = 3.25 in^2 ROOT AREA FURNISHED = 3.07 in^2 A615 : : : ANCHOR BOLT DESIGN USED 4 Bolts on a 39 . 500 in. Bolt Circle SHIP 2 . 250 in. Diameter 67 . 13 in. Embedded (lbs) 12 . 00 in. Exposed 84 . 00 in. Total Length 626 CONCRETE - Fc= 4000 psi ANCHOR BOLTS are STRAIGHT w\ UPLIFT NUT BASE PLATE [Bend Model: Flat- 17] BASE PLATE USED YIELD STRENGTH = 50.0 ksi BEND LINE WIDTH = 19.1 in. 1 .25 in. THICK SHIP PLATE MOMENT = 173.1 in-k THICKNESS REQD = .897 in. 37 . 50 In. SQUARE (lbs) BENDING STRESS = 23.2 ksi 22 . 00 in. CENTER HOLE 340 ALLOWABLE STRESS = 45.0 ksi 4 . 00 in. CORNER CLIP [Fy x .90 x 1.00] LOAD CASE SUMMARY ABolt-Str Plate-Str FORCES-(kips) MOMENTS-(ft-k)_ Allow _Actual Allow_Design LC Axial ShearX ShearY X-axis Y-axis TorQ CSR ksi ksi ksi Code 1 8.0 3.4 3.4 145 145 0 .263 75.00 23.17 45.00 TIA-G 2 6.0 3.4 3.4 145 145 0 .261 75.00 22.99 45.00 TIA-G 3 9.3 .3 .3 11 11 0 .029 75.00 2.59 45.00 TIA-G 4 6.7 .8 .8 36 36 0 .070 75.00 6.18 45.00 TIA-G Page 9 896O3B.1po LPile Plus for Windows, version 2013-07.005 Analysis of Individual Piles and Drilled Shafts subjected to Lateral Loading using the p-y Method ® 1985-2013 by Ensoft, Inc. All Rights Reserved This copy of LPile is used by: Serial Number of Security Device: 160778402 This copy of LPile is licensed for exclusive use by: Sabre Communications Corporation Use of this program by any entity other than Sabre Communications Corporation is forbidden by the software license agreement. Files Used for Analysis Path to file locations: C:\Progra-2\Ensoft\Lpile2O13\ Name of input data file: 896O3B.1p7d Name of output report file: 896O3B.1p7o Name of plot output file: 896O3B.1p7p Name of runtime messeage file: 896O3B.1p7r Date and Time of Analysis Date: December 22, 2014 Time: 11:49:05 Problem Title 70' Monopole DIAMOND COMMUNICATIONS LLC Brentwood, TX (89603) 12-22-14 TTW Job Number: client: Engineer: Description: Program Options and Settings Engineering units of Input Data and Computations: - Engineering units are US Customary Units (pounds, feet, inches) Analysis control options: - Maximum number of iterations allowed = 300 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 100.0000 in - Number of pile increments = 100 Loading Type and Number of Cycles of Loading: - Static loading specified Computational Options: - Use unfactored loads in computations (conventional analysis) - Compute pile response under loading and nonlinear bending properties of pile (only if nonlinear pile properties are input) - Use of p-y modification factors for p-y curves not selected - Loading by lateral soil movements acting on pile not selected - Input of shear resistance at the pile tip not selected - Computation of pile-head foundation stiffness matrix not selected - Push-over analysis of pile not selected - Buckling analysis of pile not selected output Options: - No p-y curves to be computed and reported for user-specified depths - Values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (nodal spacing of output points) = 3 Page 10 89603B.1po Pile structural Properties and Geometry Total number of pile sections = 1 Total length of pile = 13.50 ft Depth of ground surface below top of pile = 0.50 ft Pile diameter values used for p-y curve computations are defined using 2 points. p-y curves are computed using pile diameter values interpolated with depth over the length of the pile. Point Depth Pile X Diameter ft in 1 0.00000 60.0000000 2 13.500000 60.0000000 Input structural Properties: Pile Section No. 1: Section Type = Drilled Shaft (Bored Pile) Section Length = 13.50000 ft Section Diameter = 60.00000 in Ground Slope and Pile Batter Angles Ground Slope Angle = 0.000 degrees = 0.000 radians Pile Batter Angle = 0.000 degrees = 0.000 radians soil and Rock Layering Information The soil profile is modelled using 4 layers Layer 1 is soft clay, p-y criteria by Matlock, 1970 Distance from top of pile to top of layer = 0.50000 ft Distance from top of pile to bottom of layer = 2.50000 ft Effective unit weight at top of layer = 115.08480 pcf Effective unit weight at bottom of layer = 115.08480 pcf Undrained cohesion at top of layer = 14.40000 psf Undrained cohesion at bottom of layer = 14.40000 psf Epsilon-50 at top of layer = 0.10000 Epsilon-50 at bottom of layer = 0.10000 Layer 2 is stiff clay without free water Distance from top of pile to top of layer = 2.50000 ft Distance from top of pile to bottom of layer = 7.00000 ft Effective unit weight at top of layer = 119.92320 pcf Effective unit weight at bottom of layer = 119.92320 pcf undrained cohesion at top of layer = 1500.48000 psf undrained cohesion at bottom of layer = 1500.48000 psf Epsilon-50 at top of layer = 0.00700 Epsilon-50 at bottom of layer = 0.00700 Layer 3 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 7.00000 ft Distance from top of pile to bottom of layer = 12.00000 ft Effective unit weight at top of layer = 124.93440 pcf Effective unit weight at bottom of layer = 124.93440 pcf Friction angle at top of layer = 32.00000 deg. Friction angle at bottom of layer = 32.00000 de9. Subgrade k at top of layer = 90.00000 pci Subgrade k at bottom of layer = 90.00000 pci Layer 4 is stiff clay without free water Distance from top of pile to top of layer = 12.00000 ft Distance from top of pile to bottom of layer = 22.50000 ft Effective unit weight at top of layer = 124.93440 pcf Effective unit weight at bottom of layer = 124.93440 pcf undrained cohesion at top of layer = 999.36000 psf Undrained cohesion at bottom of layer = 999.36000 psf Epsilon-50 at top of layer = 0.01000 Epsilon-50 at bottom of layer = 0.01000 Page 11 89603B.1po (Depth of lowest soil layer extends 9.00 ft below pile tip) Summary of Soil Properties Layer Layer Effective Undrained Angle of Strain Layer Soil Type Depth Unit wt. Cohesion Friction Factor kpy Num. (p-y Curve Criteria) ft pcf psf deg. Epsilon 50 pci 1 Soft Clay 0.500 115.085 14.400 -- 0.10000 -- 2.500 115.085 14.400 -- 0.10000 -- 2 Stiff clay w/o Free water 2.500 119.923 1500.480 -- 0.00700 -- 7.000 119.923 1500.480 -- 0.00700 -- 3 Sand (Reese, et al.) 7.000 124.934 -- 32.000 -- 90.000 12.000 124.934 -- 32.000 -- 90.000 4 Stiff Clay w/o Free water 12.000 124.934 999.360 -- 0.01000 -- 22.500 124.934 999.360 -- 0.01000 -- Loading Type Static loading criteria were used when computing p-y curves for all analyses. Pile-head Loading and Pile-head Fixity Conditions Number of loads specified = 1 Load Load Condition Condition Axial Thrust Compute No. Type 1 2 Force, lbs Top y vs. Pile Length 1 1 v = 6400.00000 lbs M = 3296000. in-lbs 10667. No V = perpendicular shear force applied to pile head M = bending moment applied to pile head y = lateral deflection relative to pile axis S = pile slope relative to original pile batter angle R = rotational stiffness applie to pile head Axial thrust is assumed to be acting axially for all pile batter angles. computations of Nominal Moment Capacity and Nonlinear Bending Stiffness Axial thrust force values were determined from pile-head loading conditions Number of Pile sections Analyzed = 1 Pile Section No. 1: Dimensions and Properties of Drilled Shaft (Bored Pile): Length of Section = 13.50000 ft Shaft Diameter = 60.00000 in Concrete Cover Thickness = 3.62548 in Number of Reinforcing Bars = 24 bars yield stress of Reinforcing Bars = 60000. psi Modulus of Elasticity of Reinforcing Bars = 29000000. psi Gross Area of Shaft = 2827.43339 sq. in. Total Area of Reinforcing steel = 14.40000 sq. in. Area Ratio of Steel Reinforcement = 0.51 percent Edge-to-Edge Bar Spacing = 5.89592 in Maximum Concrete Aggregate size = 0.75000 in Ratio of Bar Spacing to Aggregate Size = 7.86 Offset of Center of Rebar Cage from Center of Pile = 0.0000 in Axial Structural Capacities: Nom. Axial Structural Capacity = 0.85 Fc Ac + Fy As = 10428.314 kips Tensile Load for Cracking of Concrete = -1218.146 kips Nominal Axial Tensile Capacity = -864.000 kips Page 12 89603B.lpo Reinforcing Bar Dimensions and Positions Used in Computations: Bar Bar Diam. Bar Area X Y Number inches sq. in. inches inches 1 0.87500 0.60000 25.93702 0.00000 2 0.87500 0.60000 25.05324 6.71299 3 0.87500 0.60000 22.46212 12.96851 4 0.87500 0.60000 18.34024 18.34024 5 0.87500 0.60000 12.96851 22.46212 6 0.87500 0.60000 6.71299 25.05324 7 0.87500 0.60000 0.00000 25.93702 8 0.87500 0.60000 -6.71299 25.05324 9 0.87500 0.60000 -12.96851 22.46212 10 0.87500 0.60000 -18.34024 18.34024 11 0.87500 0.60000 -22.46212 12.96851 12 0.87500 0.60000 -25.05324 6.71299 13 0.87500 0.60000 -25.93702 0.00000 14 0.87500 0.60000 -25.05324 -6.71299 15 0.87500 0.60000 -22.46212 -12.96851 16 0.87500 0.60000 -18.34024 -18.34024 17 0.87500 0.60000 -12.96851 -22.46212 18 0.87500 0.60000 -6.71299 -25.05324 19 0.87500 0.60000 0.00000 -25.93702 20 0.87500 0.60000 6.71299 -25.05324 21 0.87500 0.60000 12.96851 -22.46212 22 0.87500 0.60000 18.34024 -18.34024 23 0.87500 0.60000 22.46212 -12.96851 24 0.87500 0.60000 25.05324 -6.71299 NOTE: The positions of the above rebars were computed by LPile Minimum spacing between any two bars not equal to zero = 5.89592 inches between Bars 9 and 10 Spacing to aggregate size ratio = 7.86123 Concrete Properties: Compressive Strength of Concrete = 4000.00000 psi modulus of Elasticity of Concrete = 3604997. psi Modulus of Rupture of Concrete = -474.34164 psi Compression Strain at Peak Stress = 0.00189 Tensile Strain at Fracture of Concrete = -0.0001154 Maximum Coarse Aggregate Size = 0.75000 in Number of Axial Thrust Force Values Determined from Pile-head Loadings = 1 Number Axial Thrust Force kips 1 10.667 Definitions of Run messages and Notes: C = concrete in section has cracked in tension. Y = stress in reinforcing steel has reached yield stress. T = ACI 318-08 criteria for tension-controlled section met, tensile strain in reinforcement exceeds 0.005 while simultaneously compressive strain in concrete more than than 0.003. See ACI 318-08, Section 10.3.4. z = depth of tensile zone in concrete section is less than 10 percent of section depth. Bending Stiffness (EI) = Computed Bending Moment / Curvature. Position of neutral axis is measured from edge of compression side of pile. Compressive stresses and strains are positive in sign. Tensile stresses and strains are negative in sign. Axial Thrust Force = 10.667 kips Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-int in in/in in/in ksi ksi 0.000000417 1171.8077475 2812338594. 32.0788234 0.0000134 -0.0000116 0.0559610 0.3839941 0.000000833 2338.6268455 2806352215. 31.0422368 0.0000259 -0.0000241 0.1079148 0.7429374 0.000001250 3500.4275315 2800342025. 30.6967199 0.0000384 -0.0000366 0.1595241 1.1018811 0.000001667 4657.2097841 2794325870. 30.5239693 0.0000509 -0.0000491 0.2107891 1.4608252 0.000002083 5808.9736021 2788307329. 30.4203254 0.0000634 -0.0000616 0.2617096 1.8197697 0.000002500 6955.7189856 2782287594. 30.3512348 0.0000759 -0.0000741 0.3122858 2.1787145 0.000002917 8097.4459346 2776267178. 30.3018890 0.0000884 -0.0000866 0.3625175 2.5376598 0.000003333 9234.1544486 2770246335. 30.2648838 0.0001009 -0.0000991 0.4124049 2.8966054 0.000003750 10366. 2764225207. 30.2361055 0.0001134 -0.0001116 0.4619478 3.2555515 0.000004167 10366. 2487802687. 12.8583960 0.0000536 -0.0001964 0.2188481 -5.6600271 C 0.000004583 10366. 2261638806. 12.7565870 0.0000585 -0.0002165 0.2384755 -6.2395620 C 0.000005000 10366. 2073168905. 12.6721905 0.0000634 -0.0002366 0.2580608 -6.8190324 c 0.000005417 10366. 1913694374. 12.6011892 0.0000683 -0.0002567 0.2776042 -7.3984382 C 0.000005833 10366. 1777001919. 12.5407137 0.0000732 -0.0002768 0.2971055 -7.9777793 C 0.000006250 10366. 1658535124. 12.4886595 0.0000781 -0.0002969 0.3165646 -8.5570554 C 0.000006667 10366. 1554876679. 12.4434485 0.0000830 -0.0003170 0.3359817 -9.1362666 C Page 13 89603B.1po 0.000007083 10366. 1463413345. 12.4038739 0.0000879 -0.0003371 0.3553565 -9.7154126 C 0.000007500 10366. 1382112604. 12.3689969 0.0000928 -0.0003572 0.3746890 -10.2944932 C 0.000007917 10366. 1309369835. 12.3380764 0.0000977 -0.0003773 0.3939792 -10.8735083 C 0.000008333 10366. 1243901343. 12.3105197 0.0001026 -0.0003974 0.4132271 -11.4524577 C 0.000008750 10366. 1184667946. 12.2850047 0.0001075 -0.0004175 0.4324030 -12.0315550 C 0.000009167 10366. 1130819403. 12.2615012 0.0001124 -0.0004376 0.4515163 -12.6107342 c 0.000009583 10366. 1081653342. 12.2402913 0.0001173 -0.0004577 0.4705877 -13.1898443 C 0.0000100 10366. 1036584453. 12.2210888 0.0001222 -0.0004778 0.4896173 -13.7688844 C 0.0000104 10366. 995121075. 12.2036535 0.0001271 -0.0004979 0.5086050 -14.3478548 C 0.0000108 10366. 956847187. 12.1877821 0.0001320 -0.0005180 0.5275507 -14.9267553 C 0.0000113 10366. 921408402. 12.1733012 0.0001369 -0.0005381 0.5464545 -15.5055856 C 0.0000117 10366. 888500959. 12.1600625 0.0001419 -0.0005581 0.5653161 -16.0843456 C 0.0000121 10366. 857862995. 12.1479379 0.0001468 -0.0005782 0.5841357 -16.6630352 C 0.0000125 10366. 829267562. 12.1368166 0.0001517 -0.0005983 0.6029130 -17.2416541 C 0.0000129 10366. 802516996. 12.1266020 0.0001566 -0.0006184 0.6216481 -17.8202021 C 0.0000133 10366. 777438340. 12.1172094 0.0001616 -0.0006384 0.6403410 -18.3986791 C 0.0000138 10366. 753879602. 12.1085647 0.0001665 -0.0006585 0.6589915 -18.9770849 C 0.0000142 10366. 731706673. 12.1006024 0.0001714 -0.0006786 0.6775996 -19.5554192 C 0.0000146 10366. 710800768. 12.0932642 0.0001764 -0.0006986 0.6961652 -20.1336820 C 0.0000150 10366. 691056302. 12.0864988 0.0001813 -0.0007187 0.7146884 -20.7118731 C 0.0000154 10366. 672379104. 12.0802599 0.0001862 -0.0007388 0.7331690 -21.2899921 C 0.0000158 10366. 654684918. 12.0745066 0.0001912 -0.0007588 0.7516070 -21.8680390 C 0.0000163 10366. 637898125. 12.0692018 0.0001961 -0.0007789 0.7700023 -22.4460136 C 0.0000171 10366. 606781143. 12.0598082 0.0002060 -0.0008190 0.8066646 -23.6017452 C 0.0000179 10366. 578558764. 12.0518496 0.0002159 -0.0008591 0.8431556 -24.7571849 C 0.0000188 10366. 552845041. 12.0451376 0.0002258 -0.0008992 0.8794747 -25.9123315 C 0.0000196 10366. 529319721. 12.0395159 0.0002358 -0.0009392 0.9156216 -27.0671833 C 0.0000204 10366. 507714834. 12.0348535 0.0002457 -0.0009793 0.9515958 -28.2217388 C 0.0000213 10366. 487804448. 12.0310403 0.0002557 -0.0010193 0.9873967 -29.3759964 C 0.0000221 10366. 469396733. 12.0279825 0.0002656 -0.0010594 1.0230239 -30.5299545 C 0.0000229 10366. 452327761. 12.0256002 0.0002756 -0.0010994 1.0584770 -31.6836115 C 0.0000238 10366. 436456612. 12.0238247 0.0002856 -0.0011394 1.0937555 -32.8369657 C 0.0000246 10366. 421661472. 12.0225966 0.0002956 -0.0011794 1.1288588 -33.9900154 C 0.0000254 10366. 407836506. 12.0218643 0.0003056 -0.0012194 1.1637866 -35.1427591 C 0.0000263 10366. 394889315. 12.0215828 0.0003156 -0.0012594 1.1985382 -36.2951950 C 0.0000271 10366. 382738875. 12.0217126 0.0003256 -0.0012994 1.2331133 -37.4473215 C 0.0000279 10366. 371313834. 12.0222191 0.0003356 -0.0013394 1.2675114 -38.5991367 C 0.0000288 10366. 360551114. 12.0230716 0.0003457 -0.0013793 1.3017318 -39.7506390 C 0.0000296 10366. 350394745. 12.0242429 0.0003557 -0.0014193 1.3357742 -40.9018265 C 0.0000304 10366. 340794889. 12.0257088 0.0003658 -0.0014592 1.3696380 -42.0526976 C 0.0000313 10486. 335557381. 12.0274476 0.0003759 -0.0014991 1.4033227 -43.2032505 C 0.0000321 10757. 335294348. 12.0294402 0.0003859 -0.0015391 1.4368278 -44.3534833 C 0.0000329 11028. 335039236. 12.0316691 0.0003960 -0.0015790 1.4701528 -45.5033942 C 0.0000338 11299. 334791432. 12.0341187 0.0004062 -0.0016188 1.5032971 -46.6529813 C 0.0000346 11570. 334550381. 12.0367749 0.0004163 -0.0016587 1.5362603 -47.8022428 C 0.0000354 11840. 334315583. 12.0396250 0.0004264 -0.0016986 1.5690417 -48.9511768 C 0.0000363 12111. 334086581. 12.0426573 0.0004365 -0.0017385 1.6016409 -50.0997815 C 0.0000371 12381. 333862959. 12.0458615 0.0004467 -0.0017783 1.6340573 -51.2480547 C 0.0000379 12651. 333644340. 12.0492279 0.0004569 -0.0018181 1.6662904 -52.3959948 C 0.0000387 12920. 333430375. 12.0527479 0.0004670 -0.0018580 1.6983396 -53.5435995 C 0.0000396 13190. 333220747. 12.0564134 0.0004772 -0.0018978 1.7302043 -54.6908671 C 0.0000404 13459. 333015166. 12.0602173 0.0004874 -0.0019376 1.7618841 -55.8377954 C 0.0000412 13729. 332813361. 12.0641526 0.0004976 -0.0019774 1.7933783 -56.9843825 C 0.0000421 13998. 332615087. 12.0682135 0.0005079 -0.0020171 1.8246863 -58.1306262 C 0.0000429 14266. 332420114. 12.0723942 0.0005181 -0.0020569 1.8558076 -59.2765245 C 0.0000437 14535. 332228231. 12.0766895 0.0005284 -0.0020966 1.8867417 -60.0000000 Cv 0.0000446 14803. 332039243. 12.0810946 0.0005386 -0.0021364 1.9174878 -60.0000000 CY 0.0000454 15072. 331852968. 12.0856051 0.0005489 -0.0021761 1.9480456 -60.0000000 CY 0.0000462 15340. 331669239. 12.0902170 0.0005592 -0.0022158 1.9784142 -60.0000000 cY 0.0000471 15606. 331454630. 12.0945253 0.0005695 -0.0022555 2.0085367 -60.0000000 Cv 0.0000479 15847. 330718242. 12.0925689 0.0005794 -0.0022956 2.0375628 -60.0000000 Cv 0.0000487 16051. 329251401. 12.0816087 0.0005890 -0.0023360 2.0650716 -60.0000000 Cv 0.0000496 16236. 327443710. 12.0663837 0.0005983 -0.0023767 2.0917133 -60.0000000 or 0.0000529 16870. 318794913. 11.9858983 0.0006343 -0.0025407 2.1927573 -60.0000000 CY 0.0000562 17402. 309372310. 11.8935131 0.0006690 -0.0027060 2.2877083 -60.0000000 CY 0.0000596 17793. 298624008. 11.7783203 0.0007018 -0.0028732 2.3747626 -60.0000000 cv 0.0000629 18155. 288562445. 11.6683533 0.0007341 -0.0030409 2.4583898 -60.0000000 CY 0.0000662 18499. 279232383. 11.5612554 0.0007659 -0.0032091 2.5384165 -60.0000000 cv 0.0000696 18728. 269146134. 11.4350318 0.0007957 -0.0033793 2.6112049 -60.0000000 CY 0.0000729 18955. 259953143. 11.3211024 0.0008255 -0.0035495 2.6822680 -60.0000000 Cv 0.0000762 19181. 251554350. 11.2182150 0.0008554 -0.0037196 2.7516602 -60.0000000 CY 0.0000796 19406. 243849840. 11.1249944 0.0008854 -0.0038896 2.8193677 -60.0000000 CY 0.0000829 19571. 236032414. 11.0175070 0.0009135 -0.0040615 2.8811436 -60.0000000 CY 0.0000862 19701. 228418356. 10.9073617 0.0009408 -0.0042342 2.9391951 -60.0000000 cv 0.0000896 19831. 221365546. 10.8061914 0.0009681 -0.0044069 2.9958482 -60.0000000 cv 0.0000929 19960. 214813539. 10.7130377 0.0009954 -0.0045796 3.0510922 -60.0000000 Cv 0.0000963 20088. 208710240. 10.6270750 0.0010229 -0.0047521 3.1049159 -60.0000000 Cv 0.0000996 20216. 203010525. 10.5475888 0.0010504 -0.0049246 3.1573081 -60.0000000 CY 0.0001029 20343. 197667791. 10.4715230 0.0010777 -0.0050973 3.2077846 -60.0000000 CY 0.0001063 20450. 192474847. 10.3906324 0.0011040 -0.0052710 3.2548369 -60.0000000 Cv 0.0001096 20525. 187296537. 10.3042226 0.0011292 -0.0054458 3.2984181 -60.0000000 cv 0.0001129 20592. 182361639. 10.2212299 0.0011541 -0.0056209 3.3403586 -60.0000000 CY 0.0001163 20658. 177706984. 10.1435257 0.0011792 -0.0057958 3.3811091 -60.0000000 CY 0.0001196 20725. 173309104. 10.0706723 0.0012043 -0.0059707 3.4206607 -60.0000000 cY 0.0001229 20791. 169147076. 10.0022794 0.0012294 -0.0061456 3.4590040 -60.0000000 Cv 0.0001263 20857. 165202183. 9.9379983 0.0012547 -0.0063203 3.4961296 -60.0000000 Cv 0.0001296 20921. 161451130. 9.8751218 0.0012797 -0.0064953 3.5315780 -60.0000000 cv 0.0001329 20984. 157875483. 9.8120430 0.0013042 -0.0066708 3.5651100 -60.0000000 cv 0.0001363 21047. 154472562. 9.7525096 0.0013288 -0.0068462 3.5974810 -60.0000000 of 0.0001396 21109. 151229971. 9.6962724 0.0013534 -0.0070216 3.6286818 -60.0000000 CY 0.0001429 21171. 148136465. 9.6431053 0.0013782 -0.0071968 3.6587033 -60.0000000 Cv 0.0001462 21233. 145181822. 9.5928031 0.0014029 -0.0073721 3.6875359 -60.0000000 cY 0.0001496 21285. 142294559. 9.5415079 0.0014273 -0.0075477 3.7145483 -60.0000000 CY 0.0001529 21331. 139495075. 9.4906472 0.0014513 -0.0077237 3.7400420 -60.0000000 Cv 0.0001562 21362. 136715962. 9.4363364 0.0014744 -0.0079006 3.7634385 -60.0000000 Cv 0.0001596 21392. 134051532. 9.3846544 0.0014976 -0.0080774 3.7857883 -60.0000000 CY 0.0001629 21423. 131494726. 9.3354429 0.0015209 -0.0082541 3.8070833 -60.0000000 CY Page 14 89603B.lpo 0.0001662 21452. 129035786. 9.2871244 0.0015440 -0.0084310 3.8271053 -60.0000000 CY 0.0001696 21480. 126662585. 9.2367981 0.0015664 -0.0086086 3.8454788 -60.0000000 CY 0.0001729 21507. 124379721. 9.1887384 0.0015889 -0.0087861 3.8628647 -60.0000000 CY 0.0001762 21535. 122182054. 9.1428198 0.0016114 -0.0089636 3.8792553 -60.0000000 CY 0.0001796 21562. 120064826. 9.0989259 0.0016340 -0.0091410 3.8946426 -60.0000000 CY 0.0001829 21588. 118023625. 9.0569493 0.0016567 -0.0093183 3.9090187 -60.0000000 CY 0.0002029 21745. 107162411. 8.8402247 0.0017938 -0.0103812 3.9735739 -60.0000000 CY 0.0002229 21892. 98207633. 8.6683917 0.0019323 -0.0114427 3.9995128 -60.0000000 CY 0.0002429 22018. 90639837. 8.5146962 0.0020684 -0.0125066 3.9984994 -60.0000000 CY 0.0002629 22077. 83969309. 8.3617658 0.0021984 -0.0135766 3.9924041 60.0000000 CY 0.0002829 22123. 78196226. 8.2331759 0.0023293 -0.0146457 3.9941507 60.0000000 CY 0.0003029 22164. 73169762. 8.1282294 0.0024622 -0.0157128 3.9959231 60.0000000 CY 0.0003229 22199. 68745007. 8.0296046 0.0025929 -0.0167821 3.9910654 60.0000000 CY 0.0003429 22229. 64823387. 7.9426021 0.0027237 -0.0178513 3.9911957 60.0000000 CY 0.0003629 22257. 61329083. 7.8685819 0.0028556 -0.0189194 3.9998759 60.0000000 CY 0.0003829 22283. 58192283. 7.8070460 0.0029894 -0.0199856 3.9782721 60.0000000 CY 0.0004029 22307. 55363395. 7.7542847 0.0031243 -0.0210507 3.9905743 60.0000000 CYT 0.0004229 22330. 52799049. 7.7089316 0.0032602 -0.0221148 3.9994726 60.0000000 CYT 0.0004429 22350. 50461536. 7.6711806 0.0033977 -0.0231773 3.9843872 60.0000000 CYT 0.0004629 22369. 48321222. 7.6379745 0.0035357 -0.0242393 3.9726759 60.0000000 CYT 0.0004829 22386. 46356091. 7.6089447 0.0036745 -0.0253005 3.9898198 60.0000000 CYT 0.0005029 22403. 44545276. 7.5836929 0.0038140 -0.0263610 3.9987247 60.0000000 CYT Summary of Results for Nominal (unfactored) Moment Capacity for Section 1 Moment values interpolated at maximum compressive strain = 0.003 or maximum developed moment if pile fails at smaller strains. Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain 1 10.667 22284.676 0.00300000 Note note that the values of moment capacity in the table above are not factored by a strength reduction factor (phi-factor). In ACI 318-08, the value of the strength reduction factor depends on whether the transverse reinforcing steel bars are tied hoops (0.65) or spirals (0.70). The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to ACI 318-08, Section 9.3.2.2 or the value required by the design standard being followed. The following table presents factored moment capacities and corresponding bending stiffnesses computed for common resistance factor values used for reinforced concrete sections. Axial Resistance Nominal ultimate (Factored) Ultimate (Factored) Bending Stiffness Load Factor Moment Capacity Axial Thrust Moment Capacity at Ult. Mom. Cap. No. for Moment in-kip kips in-kip kip-inA2 1 0.65 22284.676 6.933 14485.039 332263908.790 1 0.70 22284.676 7.467 15599.273 331460042.367 1 0.75 22284.676 8.000 16713.507 320924417.987 Computed values of Pile Loading and Deflection for Lateral Loading for Load Case Number 1 Pile-head conditions are Shear and Moment (Loading Type 1) Shear force at pile head = 6400.0 lbs Applied moment at pile head = 3296000.0 in-lbs Axial thrust load on pile head = 10666.7 lbs Depth Deflect. Bending Shear Slope Total Bending soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load feet inches in-lbs lbs radians psi* lb-inA2 lb/in lb/inch lb/inch 0.00 0.6510 3296000. 6400.0000 -0.005954 0.000 2.801E+12 0.000 0.000 0.000 0.405 0.6221 3327413. 6400.0000 -0.005949 0.000 2.801E+12 0.000 0.000 0.000 0.810 0.5932 3358795. 6382.5255 -0.005943 0.000 2.801E+12 -5.6303 15.3759 0.000 1.215 0.5643 3390044. 6347.3413 -0.005937 0.000 2.801E+12 -8.8319 25.3531 0.000 1.620 0.5355 3421094. 6303.9251 -0.005931 0.000 2.801E+12 -8.8904 26.8956 0.000 2.025 0.5067 3451934. 6261.1103 -0.005925 0.000 2.801E+12 -8.7280 27.9057 0.000 2.430 0.4779 3482568. 6219.0990 -0.005919 0.000 2.800E+12 -8.5595 29.0152 0.000 2.835 0.4492 3506986. 3080.9074 -0.005913 0.000 2.800E+12 -775.5790 2797.3642 0.000 3.240 0.4204 3513087. -701.4922 -0.005907 0.000 2.800E+12 -780.7926 3008.5630 0.000 3.645 0.3917 3500748. -4506.2899 -0.005901 0.000 2.800E+12 -784.7739 3245.3927 0.000 4.050 0.3631 3469874. -8327.1182 -0.005895 0.000 2.800E+12 -787.3649 3513.1690 0.000 4.455 0.3344 3420406. -12157. -0.005889 0.000 2.801E+12 -788.3866 3818.9130 0.000 4.860 0.3058 3352320. -15987. -0.005883 0.000 2.801E+12 -787.6254 4172.0764 0.000 5.265 0.2773 3265633. -19809. -0.005877 0.000 2.801E+12 -784.8181 4585.6971 0.000 5.670 0.2487 3160413. -23612. -0.005872 0.000 2.802E+12 -779.6300 5078.3106 0.000 6.075 0.2202 3036783. -27382. -0.005866 0.000 2.802E+12 -771.6229 5677.2579 0.000 6.480 0.1917 2894934. -31106. -0.005861 0.000 2.803E+12 -760.2020 6424.7650 0.000 6.885 0.1632 2735136. -34764. -0.005856 0.000 2.804E+12 -744.5242 7389.9835 0.000 7.290 0.1348 2555752. -39301. -0.005852 0.000 2.805E+12 -919.9849 11059. 0.000 Page 15 8960313.1p° 7.695 0.1063 2354683. -43422. -0.005847 0.000 2.806E+12 -772.4199 11768. 0.000 8.100 0.0779 2135412. -46767. -0.005844 0.000 2.807E+12 -600.1381 12477. 0.000 8.505 0.0495 1902009. -49214. -0.005840 0.000 2.808E+12 -403.1507 13185. 0.000 8.910 0.0212 1659126. -50643. -0.005837 0.000 2.809E+12 -181.4641 13894. 0.000 9.315 -0.007202 1412001. -50935. -0.005834 0.000 2.810E+12 64.9189 14602. 0.000 9.720 -0.0356 1166452. -49970. -0.005832 0.000 2.812E+12 335.9998 15311. 0.000 10.125 -0.0639 928883. -47627. -0.005830 0.000 2.812E+12 631.7834 16019. 0.000 10.530 -0.0922 706279. -43787. -0.005829 0.000 2.812E+12 952.2775 16728. 0.000 10.935 -0.1205 506211. -38329. -0.005828 0.000 2.812E+12 1297.4917 17437. 0.000 11.340 -0.1489 336832. -31133. -0.005827 0.000 2.812E+12 1667.4372 18145. 0.000 11.745 -0.1772 206880. -22079. -0.005827 0.000 2.812E+12 2062.1248 18854. 0.000 12.150 -0.2055 121733. -14805. -0.005826 0.000 2.812E+12 849.1384 6693.8469 0.000 12.555 -0.2338 60254. -10580. -0.005826 0.000 2.812E+12 888.9911 6159.3380 0.000 12.960 -0.2621 19769. -6166.6205 -0.005826 0.000 2.812E+12 927.1080 5729.5877 0.000 13.365 -0.2904 1179.8229 -1571.1494 -0.005826 0.000 2.812E+12 963.8504 5375.9643 0.000 * This analysis computed pile response using nonlinear moment-curvature relationships. values of total stress due to combined axial and bending stresses are computed only for elastic sections only and do not equal the actual stresses in concrete and steel. Stresses in concrete and steel may be interpolated from the output for nonlinear bending properties relative to the magnitude of bending moment developed in the pile. Output Summary for Load Case No. 1: Pile-head deflection = 0.6510239 inches Computed slope at pile head = -0.0059544 radians Maximum bending moment = 3513097. inch-lbs Maximum shear force = -50972. lbs Depth of maximum bending moment = 3.1050000 feet below pile head Depth of maximum shear force = 9.1800000 feet below pile head Number of iterations = 26 Number of zero deflection points = 1 Summary of Pile Response(s) Definitions of Pile-head Loading Conditions: Load Type 1: Load 1 = Shear, lbs, and Load 2 = Moment, in-lbs Load Type 2: Load 1 = Shear, lbs, and Load 2 = Slope, radians Load Type 3: Load 1 = Shear, lbs, and Load 2 = Rotational Stiffness, in-lbs/radian Load Type 4: Load 1 = Top Deflection, inches, and Load 2 = Moment, in-lbs Load Type 5: Load 1 = Top Deflection, inches, and Load 2 = Slope, radians Pile-head Pile-head Maximum Maximum Load Load Condition 1 Condition 2 Axial Pile-head Moment shear Pile-head Case Type v(lbs) or in-lb, rad., Loading Deflection in Pile in Pile Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians 1 1 V = 6400.0000 M = 3296000. 10667. 0.65102394 3513097. -50972. -0.00595442 The analysis ended normally. Page 16 1805.7.2.1 (2006 IBC) & 1807.3.2.1 (2009 IBC &2012 IBC) d =A/2*(1+(1+(4.36*h/A))^0.5) Monopole Moment (ft-k) 206 Shear (k) 4.8 Caisson Diameter, b (ft) 5 Caisson Height Above Ground (ft) 0.5 Caisson Height Below Ground (ft) 13 Lateral soil pressure per foot (Ib/ft3) 267 Applied lateral force, P (lbs) 4800 Dist. from ground to application of P, h (ft) 43.42 A=2.34*P/(S1*b) 1.94 Min. Depth of Embedment Required, d (ft) 10.61 Page 17 MAT FOUNDATION DESIGN BY SABRE TOWERS& POLES 70' Monopole DIAMOND COMMUNICATIONS LLC Brentwood, TX (89603) 12-22-14 TTW Overall Loads: Factored Moment (ft-kips) 206 Factored Axial (kips) 8 Factored Shear(kips) 4.8 Bearing Design Strength (ksf) 5.625 Max. Net Bearing Press. (ksf) 3.61 Water Table Below Grade (ft) 22 Width of Mat (ft) 9.5 Allowable Bearing Pressure (ksf) 3.75 Thickness of Mat (ft) 1.5 Safety Factor 2.00 Depth to Bottom of Slab (ft) 6 Ultimate Bearing Pressure (ksf) 7.50 Quantity of Bolts in Bolt Circle 4 Bearing cs 0.75 Bolt Circle Diameter (in) 39.5 Top of Concrete to Top of Bottom Threads (in) 60 Diameter of Pier(ft) 5 Minimum Pier Diameter(ft) 4.79 Ht. of Pier Above Ground (ft) 0.5 Equivalent Square b (ft) 4.43 Ht. of Pier Below Ground (ft) 4.5 Quantity of Bars in Mat 10 Bar Diameter in Mat (in) 1 Area of Bars in Mat (in`) 7.85 Spacing of Bars in Mat (in) 11.89 Recommended Spacing (in) 6 to 12 Quantity of Bars Pier 24 Bar Diameter in Pier (in) 0.875 Tie Bar Diameter in Pier(in) 0.625 Spacing of Ties (in) 12 Area of Bars in Pier (in2) 14.43 Minimum Pier As (in2) 14.14 Spacing of Bars in Pier(in) 6.79 Recommended Spacing (in) 6 to 12 f'c (ksi) 4 fy(ksi) 60 Unit Wt. of Soil (kcf) 0.117 Unit Wt. of Concrete (kcf) 0.15 Volume of Concrete (yd3) 8.65 Two-Way Shear Action: Average d (in) 14 $V,(kips) 699.9 V„ (kips) 30.2 $Vc=$(2 +4/Rc)f' 12bod 1049.8 $V,=$(asd/b0+2)f',112b0d 771.4 $V,=$4f',112bod 699.9 Shear perimeter, bo (in) 232.48 Rc 1 One-Way Shear: $V, (kips) 171.6 V„ (kips) 29.2 Stability: Overturning Design Strength (ft-k) 337.2 Total Applied M (ft-k) 237.2 Page 18 Pier Design: 4V, (kips) 435.3 V„(kips) 4.8 4V,42(1+N„/(2000Ag))f'c112bwd 310.1 VS (kips) 147.3 ''" VS max =4 f',112bwd (kips) 728.6 Maximum Spacing (in) 12.27 (Only if Shear Ties are Required) Actual Hook Development (in) 13.00 Req'd Hook Development Id,, (in) 11.62 "" Ref. To Spacing Requirements ACI 11.5.4.3 Flexure in Slab: OM, (ft-kips) 473.3 M, (ft-kips) 64.4 a(in) 1.22 Steel Ratio 0.00492 (3, 0.85 Maximum Steel Ratio (Pt) 0.0181 Minimum Steel Ratio 0.0018 Rebar Development in Pad (in) 27.41 Required Development in Pad (in) 12.00 Condition 1 is OK, 0 Fails Maximum Soil Bearing Pressure 1 Pier Area of Steel 1 Pier Shear 1 Interaction Diagram Visual Check 1 Two-Way Shear Action 1 One-Way Shear Action 1 Overturning 1 Flexure 1 Steel Ratio 1 Length of Development in Pad 1 Hook Development 1 Page 19