C DeKalb County DEPARTMENT OF PLANNING & SUSTAINABILITY SPECIAL LAND USE PERMIT APPLICATION Amendments will not be accepted after 5 working days after the filing deadline. Jonathan L. Yates for Diamond Communciations Applicant Name: lyehelimanyates.com Applicant Email Address: 105 Broad Street Third Floor, Charleston, SC 29401 Applicant Mailing Address: 843-414-9754 Applicant Phone Number: Georgia Power Company Owner Name: (If more than one owner, attach list of owners.) Owner Email Address: 241 Ralph McGill Blvd, Atlanta, GA 30308 Owner Mailing Address: 404-375-8261 Owner Phone Number: 538 Burlington Rd NE, Atlanta, GA, 30307 Subject Property Address: 18-053-03-017 Parcel ID Number(s): 0.37 2 6 Acreage: Commission District(s): Super District: R-75 Existing Zoning District(s): Proposed Zoning District(s): Existing Land Use Designation(s): TN Proposed Land Use Designation(s): (ifa applicable) hereby authorize the staff ofthe Planning and Sustainable Department to inspect the property that is the subject ofthis application. Owner: Agent: X Axyh signature of Applieant: HELLMAN YATES JONATHAN L. YATES HELLMAN & YATES, PA DIRECT VOICE 843 414-9754 105 BROA AD STREET, THIRD FL OR LYAMELLMAVATES.COM CHARLESTON, SOUTH CAROLINA 29401 V 843 266-9099 F 843 266-9188 June 16, 2025 VIA] DIGTTALSUBMISSION Andrea K. Folgherait Planner, Zoning Cycle DeKalb County Planning & Sustainability Dept. 178 Sams St Decatur, GA 30030 404-371-2155 Re: Proposed 150-foot stealth monopine-style wireless communications facility to be located at 538 Burlington Road NE, Atlanta, GA 30307 (Parcel ID: 18-053-03-017) by Diamond Communications, LLC for Dish Wireless. Dear Ms. Folgherait, Enclosed, please find the application of Diamond Communications, LLC for a proposed 150-foot stealth monopine-style wireless telecommunication facility for Dish Wireless. The proposed facility willl be on the property of Georgia Power Company, which is located at 538 Burlington Road NE, Atlanta, GA30307 (Parcel ID: 18-053-03-017). In support oft this application, we have taken the liberty ofi recasting the relevantsections ofthe Dekalb County Zoning ordinance with our answer to the relevant section in bold beneath. As will be evident from a review oft the attached, Diamond Communications, LLC meets all ofthe necessary requirements for approval under the Dekalb County Zoning Ordinance, except for the setback and buffer requirements that are discussed below. H. General standards and design requirements. 1. Design a. Support structures shall be subject to the following: i. Designed to accommodate a minimum number of collocations based upon their height, as follows: (i) Support structures less than one hundred (100) feet in height shall be designed to support at least two (2) antenna arrays; (i) Support structures between one hundred (100) and one hundred fifty feet (150) shall be designed to support at least three (3) antenna arrays; and (iii) Support structures greater than one hundred fifty (150) feet in height shall be designed to support at least four (4) antenna arrays. Please see the Site Plan and Drawings by Georgia Professional Engineer M. Randall Stallings attached hereto as Exhibit "1" and incorporated herein by reference. The proposed stealth wireless communications facility will be a 150-foot monopine-style facility and will be designed for Dish Wireless; additional broadband carriers; Emory University Communications Equipment; and Georgia Power Company Communications Equipment, as shown on Sheet Z-10 of Exhibit "1". ii. The compound area surrounding the support structure must be a minimum eighty (80) feet by eighty (80) feet in size to accommodate accessory equipment for the appropriate number of collocations. As shown on Sheet Z-4 of Exhibit "1", the proposed stealth monopine-style wireless communications facility will have a 1756 ft. compound area, which will be sufficient in size to accommodate accessory equipment for Dish Wireless; additional collocations bybroadband carriers; Emory University Communications Equipment; and Georgia Power Company Communications Equipment. iii. Property leased or purchased for the purpose of a telecommunication facilityis not required to have minimum road frontage or lot area ofthe zoning district. However, the applicant must demonstrate access to a public road via an access easement. The proposed stealth monopine-style wireless communications facility will have access to Gambrell Drive and then onto North Decatur Road as shown on Sheet Z-3 of Exhibit "1". b. Stealth telecommunications facilities shall be designed to accommodate the collocation of other antennas whenever economically and technically feasible. The proposed stealth monopine-style wireless communications facility will be a 150-foot monopine-style and will be designed for Dish Wireless; additional broadband carriers; Emory University Communications Equipment; and Georgia Power Company Communications Equipment, as shown on Sheet Z-11 of Exhibit "1" and the Tower Design and Foundation drawings by Georgia Professional Engineer. Amy R. Herbst attached hereto as Exhibit "2" and incorporated herein by reference. C. Upon request oft the applicant, the director of planning may waive the requirement that new support structures accommodate the collocation of other service providers if the director of planning determines that collocation at the site is not essential to the public interest and that the construction of a shorter support structure with fewer antennas would minimize adverse impact on the community. Additionally, the director may reduce the required size oft the compound area ifit can be demonstrated that the proposed compound is of sufficient size to accommodate the required number of cO- locations. The Applicant accepts and acknowledges this provision. 2. Setbacks. a. Property lines. Unless otherwise stated herein, stealth and new support structures shall be set back from all property lines a distance of the fall zone plus twenty (20) feet, or if adjacent to property zoned residential, the greater of (a) the fall zone plus twenty (20) feet or (b) one hundred (100) feet. As shown in the Fall Zone Certification by Georgia Professional Engineer Amy R. Herbst, attached hereto as Exhibit "3" and incorporated herein by reference, the fall zone is 12 ft. As shown on Sheet Z-3 of Exhibit "1", the proposed facility setbacks are as follows: 175 ft. 2 in. to the front; 13 ft. 6 in. to the north side; 58 ft. 5 in. to the south side; and 37ft. 11 in. to the rear. Consequently, ifthe Special Land Use Permit is approved, we will apply for a variance to the setback requirements. b. Residential dwellings. There shall be no setback requirement from dwellings located on the same parcel as the proposed structure. The Applicant accepts and acknowledges this provision. C. Unless otherwise stated herein, all accessory equipment shall be set back from all property lines in accordance with the minimum setback requirements in the underlying zoning district and any overlay district. Accessory equipment associated with an existing or replacement utility pole shall not be subject to setback requirements. Due to the existing sub-station on the property, the accessory equipment will not be able to meet all ofthe R-75 district setbacks. Consequently, ifthe Special Land Use Permit is approved, we will apply for a variance to the setback requirement. d. The zoning board of appeals shall have the authority to vary any required setback upon the request of the applicant if: i. The applicant provides a letter stamped by a certified structural engineer licensed in the State of Georgia documenting that the proposed structure's fall zone is less than the requested setback; and ii. The proposed telecommunications facility, stealth or new support structure is consistent with the purposes and intent of this ordinance. The Applicant accepts and acknowledges this provision. Please see the Fall Zone Certification in Exhibit "3". Georgia Professional Engineer Amy R. Herbst has certified the fall zone at 12 ft. 3. Height. a. In non-residential districts, support structures shall be designed to be the minimum height needed to meet the service objectives of the applicant, but in no event shall exceed one hundred ninety- nine (199) feet in height as measured from the base of the structure to its highest point, excluding any appurtenances. b. In medium and high-density residential districts, stealth support structures shall not exceed one hundred fifty (150) feet. Stealth support structures shall be measured from the base of the structure to the top of the highest point, excluding appurtenances. Any proposed stealth support structure shall be designed to be the minimum height needed to meet the service objectives oft the applicant. C. In all zoning districts, the zoning board of appeals shall have the authority to vary the height restrictions listed in this section upon the request of the applicant and a satisfactory showing of need for a greater height. With its variance request the applicant shall submit such technical information or otherj justifications as are necessary to document the need for the additional height to the satisfaction of the zoning board of appeals. The proposed 150-foot stealth monopine-style wireless communications facility shall be located in the R-75 zoning district, as shown on Sheet T-1 of Exhibit "1". 4. Aesthetics. a. Lighting and marking. Telecommunications facilities or support structures shall not be lighted or marked unless required by the Federal Communications Commission (FCC) or the Federal Aviation Administration (FAA). The FAA Determination ofNo Hazard to Air Navigation is attached hereto as Exhibit "4" and incorporated herein by reference. The FAA will not require the proposed stealth monopine-style wireless facility to be lighted or marked. b. Signage. Signs located at the telecommunications facility shall be limited to ownership and contact information, FCC antenna registration number (if required) and any other information as required by government regulation. Commercial advertising is strictly prohibited. No commercial signage shall be displayed on the proposed facility. The monopine-style facility will only deploy the FCC required site identification and emergency signage as shown on Sheet Z-16 of Exhibit "1". C. Landscaping. The visual impacts of a tower shall be mitigated by landscaping. Unless located in heavily wooded areas, towers shall be landscaped with a landscape buffer which effectively screens the view oft the tower compound from all sides. The use of existing plant material and trees shall be preserved to the maximum extent practicable and may be used as a substitute for, or in supplement towards, meeting landscaping requirements. Please see the Visual Impact Study attached hereto as Exhibit "5" and incorporated herein by reference. d. Landscape buffers shall be a minimum of ten (10) feet in width and located outside the fenced perimeter of the tower compound. Due to our location on the Georgia Power Company Sub-station property, we will not be able to meet this requirement and consequently will seek a variance if the Special Land Use Permit is approved. e. All landscaping shall be of the evergreen variety and shall conform to the county's buffer standards. Due to our location on the Georgia Power Sub-station property, we will not be able to meet this requirement and consequently will seek a variance ifthe Special Land Use Permit is approved. 5. Accessory equipment, including any buildings, cabinets or shelters. a. Accessory equipment shall be used only to house equipment and other supplies in support of the operation of the on-site telecommunication facility or support structure. b. Any equipment not used in direct support of such on-site operation shall not be stored on the site. C. Accessory equipment must conform to the setback standards of the applicable zoning districts. In the situation of stacked equipment buildings, additional screning/andscaping measures may be required by the director of] planning in order to accomplish the purposes and goals of this section. The. Applicant accepts and acknowledges this provision. All accessory equipment shall be used only to house equipment and other supplies in support of the on-site operations. All accessory equipment will be located inside ofthe compound. I. [Sound provision.] No sound emanating from the facility generator during normal operations shall be audible above seventy (70) decibels which would allow normal conversation within fifteen (15) feet of the compound. As shown in Note 1 on Sheet Z-3 of Exhibit "1", no sound emanating from the stealth monopine-style facility generator during normal operations shall be audible above seventy (70) decibels, which would allow normal conversation within fifteen (15) feet ofthe compound. J. Miscellaneous provisions. 1. Fencing. a. Ground-mounted accessory equipment and support structures shall be secured and enclosed with a fence to a height of at least six (6) feet. b. Fencing shall be decorative, including brick or concrete columns. C. The director of] planning may waive the requirement of subsection ((1)a. above ifitis deemed that a fence is inappropriate or unnecessary at the proposed location in order to accomplish the purposes and goals of this section. The proposed stealth monopine-style wireless communications facility will be appropriately secured by an 8 ft. wood fence, with brick veneer columns, as shown on Sheet Z-11 of Exhibit "1". 2. Neighborhood identity. Iflocated in residential area, towers may: incorporate features that identify neighborhoods, such as banner arms or monuments. The. Applicant accepts and acknowledges this provision. 3. Abandonment and removal. If a support structure is abandoned, the director of planning may require that the support structure be removed, provided that the director of planning must first provide written notice to the owner of the support structure and give the owner the opportunity to take such action(s) as may be necessary to reclaim the support structure within sixty (60) days of receipt of said written notice. In the event the owner oft the support structure fails to reclaim the support structure within the sixty-day period, the owner of the support structure shall be required to remove the same within six (6) months thereafter at the owner's expense. The county shall ensure and enforce removal by means ofits existing regulatory authority. Please see the Tower Removal Letter by Scott Von Rein of Diamond Communications attached hereto as Exhibit "6" and incorporated herein by reference. 4. Multiple uses on a single parcel or lot. Telecommunications facilities and support structures may be located on a parcel containing another principal use on the same site or may be the principal use itself. The Applicant accepts and acknowledges this provision. In addition, please find the following in support of this application: the Collocation Policy Letter by Scott Von Rein of Diamond Communications attached hereto as Exhibit 7" and incorporated herein by reference; the Existing Inventory Letter by Scott Von Rein attached hereto as Exhibit "8" and incorporated herein by reference; the Code Compliance Letter by Georgia Professional Engineer M. Randall Stallings attached hereto as Exhibit "9" and incorporated herein by reference; Legal Descriptions attached hereto as Exhibit "10" and incorporated herein by reference; the Redacted Lease Agreement attached hereto as Exhibit "1i"and incorporated herein by reference; the Recorded Deed attached hereto as Exhibit "12" and incorporated herein by reference; the Boundary Survey by Georgia Professional Engineer Clayton Adam McCann attached hereto as Exhibit "13" and incorporated herein by reference; the RF Justification by Jose Manriquez of Dish Wireless attached hereto as Exhibit "14" and incorporated herein by reference; the Notice of Community Meeting attached hereto as Exhibit "15" and incorporated herein by reference; the RF Design, Health, and Safety. Analyses by Biwabkos Consulting LLC attached hereto as Exhibit "16" and incorporated herein by reference; the Letter of Robin A. Morey, Vice President for Campus Services and Chief Planning Officer at Emory University, attached hereto as Exhibit "17" and incorporated herein by reference; and the Recording ofthe Community Meeting attached hereto as Exhibit "18" and incorporated herein by reference. We thank you and your staff in advance for the review of this application. Upon review, please us know if we can provide any additional information or materials. I can be reached at (843) 414-9754 or (843) 813-0103. With warmest regards, I am Yours very truly, faxyn Jonathan L. Yates HELLMAN YATES JONATHAN DIRECT VOICE L. 843414-9754 YATES HELLMAN & YATES, PA AVEMELMAYATE.COM 105 BROAD STREET, THIRD FLOOR CHARLESTON, SOUTH CAROLINA 29401 V 843 266-9099 F 843 266-9188 June 16, 2025 VIA DIGITAL SUBMISSION Andrea K. Folgherait Planner, Zoning Cycle DeKalb County Planning & Sustainability Dept. 178 Sams St Decatur, GA30030 404-371-2155 Re: Impact Analysis for proposed 150-foot stealth monopine-style wireless communications facility to be located at 538 Burlington Road NE, Atlanta, GA 30307 (Parcel ID: by Diamond Communications, LLC for Dish Wireless. 18-053-03-017) Dear Ms. Folgherait, Enclosed, please find the Impact Analysis portion of the application of Diamond Communications, LLC for aj proposed 150-foot stealth monopine-style wireless telecommunication facility for Dish Wireless. The proposed facility will be on the of Georgia Power Company, which is located at 538 Burlington Road NE, Atlanta, property (Parcel ID: 18-053-03-017). In support of this application, we have taken the GA30307 the Impact Analysis questions with our responses in bold underneath. As will liberty be evident of recasting review of the attached, Diamond Communications, LLC meets all of the from a of the Special Land Use Permit's Impact Analysis. necessary requirements A. Is the size of the site adequate for the use contemplated and is adequate land area is available for the proposed use, including provision of all required yards, street parking, transitional buffer zones, and all other applicable requirements open space, oft the off- zoning district in which the use is proposed to be located? The approximately one-acre (three separate parcels) Georgia Power Company Substation property are of adequate size for the proposed stealth monopine-style wireless facility. The facility has been designed for additional broadband carriers; Emory University Communications Dish; Equipment; and Georgia Power Company Communications Equipment. Due to the existing substation on the property, we will be variance relief for the setback requirements and landscape buffer. This seeking is all shown on the site plan and drawings in Exhibit "1". The purpose of the proposed stealth monopine-style wireless facility is to improve both wireless coverage and capacity for adjacent properties and other properties in the vicinity as shown in the Dish radio frequency and site. justification studies in Exhibits "14" and "16". B. Compatibility oft the proposed use with adjacent properties and land uses and with other properties and land uses in the district, and whether the proposed use will create adverse impacts upon any adjoining land use by reason of traffic volume/congestion, noise, smoke, odor, dust, or vibration generated by the proposed use. The proposed stealth monopine-style wireless facility will not produce any light, noise, smoke, odor, dust or vibration. By providing this wireless capability in this manner, the proposed use: is fully compatible with the land uses in the surrounding district. The facilityi is being placed on the Georgia Power Property to serve the land uses in the area much like the sub-station serves the land uses in the surrounding area with electricity. C. Are public services, public (or private) facilities, and utilities adequate to serve the proposed use? The proposed stealth monopine-style wireless facility does not require any public services or facilities and the only utilities required are power and telco which are presently provided to the Georgia Power Company property by Georgia Power and AT&T. D. Is the public street on which the use is proposed to be located adequate and is there sufficient traffic- carrying capacity for the use proposed SO as not to unduly increase traffic and create congestion in the area? After a 45-to-60-day construction period, Dish will only need to visit the proposed facility approximately once a month, and thus North Decatur Road and Gambrell Drive provide more than sufficient traffic carrying capacity. The proposed facility will in no wayi increase traffic or create congestion in the area. No existing land uses in the area will be affected in any way by the very limited volume of traffic to the proposed wireless stealth monopine-style facility. E. Is the ingress and egress adequate to the subject property and to all proposed buildings, structures, and uses thereon, with particular reference to pedestrian and automotive safety and convenience, traffic flow and control, and access in the event of fire or other emergency? The proposed stealth monopine-style wireless facility will be accessed from North Decatur Road via Gambrell Drive as shown in Exhibit "1" and will not affect the existing land uses in the area due to the very limited volume of traffic to the proposed wireless stealth monopine-style facility. F. Will the proposed use create adverse impacts upon any adjoining land use by reason of the manner and hours of operation of the proposed use? The proposed stealth monopine-style wireless facility will be in operation 24 hours a day, 7 days a week, but Dish technicians will only need to visit the proposed facility approximately once a month. Consequentially, the proposed use will not create any adverse impacts upon any adjoining land use by reason ofthe manner of operation oft the proposed use. G. Is the proposed use otherwise consistent with the requirements oft the zoning district classification in which the use is proposed to be located? As shown in the attached application narrative, the proposed stealth monopine-style facility is consistent with the R-75 district with the exception ofthe setbacks and landscape buffer requirements which we will consequently apply for a variance if the requirements, Land Use for Permit is granted. Special H. Is the proposed use consistent with, advances, conflicts, or detracts from the the comprehensive plan? policies of The purpose oft the proposed stealth monopine-style wireless is to improve the overall quality oflife in the area by providing effective facility wireless infrastructure, which is consistent with the policies ofthe 2035 Comprehensive Plan. Wireless infrastructure is sometimes described as "fourth utility" and is essential to the citizens of Dekalb county. the I. Is there adequate provision of refuse and service areas? AIl refuse from the proposed stealth monopine-style wireless will removed by the technicians servicing the facility. The 1756 square facility foot be compound area provides more than sufficient space to service the facility. J. Should the length of time for which the SLUP is granted be limited in duration? The length oftime for which the special land use permit is not be limited in duration as it is necessary to continue to provide granted wireless should infrastructure to the area. K. Is the size, scale and massing of proposed buildings appropriate in relation to the the subject property and in relation to the size, scale and of and size of lots and buildings; and will the proposed use create any shadow massing adjacent on nearby lot or building as a result of the proposed building height? impact any adjoining The size, scale and massing ofthe proposed stealth monopine-style effective wireless facility is appropriate in relationship to the approximately one-acre (three separate parcels) Georgia Power Company substation as well as the scale and massing of adjacent and nearby lots and property, As the proposed stealth monopine-style wireless facility is only buildings. feet and with its location on the Georgia Power Company substation 150 tall, will not ereate a negative shadow impact on any adjoining lot or property, it particularly due to its proximity to the North Decatur Building and building, the Emory University Hospital Campus. L. Will the proposed use adversely affect historic buildings, sites, districts, or archaeological resources? Byits strategic location on the Georgia Power Company property, the proposed stealth monopine-style wireless facility will not adversely affect any historic buildings, sites, districts, or archaeological resources in Dekalb County. M. Does the proposed use satisfy the requirements contained within the supplemental regulations for such special land use permit? As demonstrated by the attached application narrative, the proposed stealth monopine-style wireless facility satisfies the requirements within the regulations ofthe special land use permit except for the setbacks and landscape buffering. If the Special Land Use permit is granted, we will consequently apply for a variance for the setback and buffer requirements. N. Will the proposed use be consistent with the needs of the neighborhood or the community as a whole, as expressed and evidenced during the review process? The entire purpose for the proposed stealth monopine-style wireless facility is to serve the wireless needs ofthe immediate neighborhood and the community as a whole. The need for effective wireless infrastructure with sufficient capacity and in building coverage has never been greater. The proposed facility will greatly improve both coverage and capacity for wireless voice and broadband along North Decatur Road; Clifton Road NE; the Emory University Hospital; North Decatur Building; and the various feeder roads. In addition, the facility will be utilized for the communication needs of Emory University and Georgia Power Company. We thank you and your staffi in advance for the review oft this application. Upon review, please us know if we can provide any additional information or materials. I can be reached at (843) 414-9754 or (843) 813-0103. With warmest regards, Ia am Yours very truly, AxLn Jonathan L. Yates LOCATION MAP PROJECT INFORMATION PREPARED FOR: SITE ADDRESS: BURLINGTON NE Diamond AIBEURV GA SPA LATITUDE: 33* 47' 29.88" NAD 83) Commun ations LLC LONGITUDE: -84 19' 04. 48" (NAD 83) Diamond PARCEL ID: 18-05 3- 3-017 ZONING DIS STRICT: R75 SF RES DIST M 9 SITE Communications LLC JUR ION: DEKALB COUNTY outs PROPERTY OWNER: POWER COMPANY FORESITE RALPH BLVD NE E GA group APPLICANT: LLC site 99 CRACOAMANCATONS NJ AVE 100 368 44 07081 acht ntree 30092 E (973) 544-6834 ENGINEER: s EEAVR. S dish E CORNERS, GA 4902 SEAL: WIRELESS POWER: GEORGIA POWER COMPANY BLVD, VICINITY MAP EAC GA (404) 375-8261 8 G FORC TELCO: TBD R2 M PROJECT DESCRIPTION: DESIGN DATA: * M * 4E RAWLAND NSB = DESIGN CODE: CODE: PROFESSIONAL Ok-1-25 & 2022 & & F TIA/EIA TIA-222-H 150' MONOPINE STEALTH MPH SECOND COAN WIND (3 GUST) SITE BASCRT EDA STRUCTURAL RISK CATEGORY: P TELECOMMUNICATIONS FACILITY PROJECT: NAME: SHEET INDEX B SITE EMORY 8 SHEET DESCRIPTION REV UNIVERSITY a EMORY UNIVERSITY T-1 TITLE_SHEET 0 T-2 CONSTRUCTION NOTES o GA565 SHEET1OF 3 SURVEY SITE NUMBER: SHEET2OF 3 SURVEY 538 ATLANTA, ex GA 30307 NE SHEET3OF 3_SURVEY a EXISTING TOWERS MAP 0 GA565 AERIAL SITE PLAN 0 APPROVALS 6 -3 SITE PLAN 0 CARRIER Z-4 COMPOUND PLAN 0 LANDLORD Z-5 GRADING & EROSION CONTROL PLAN 0 Z-6 EROSION CONTROL DETAILS 0 LEASING 00 Z-7 EROSION CONTROL DETAILS o de Z-8 EROSION CONTROL DETAILS 0 CONSTRUCTION, 11 Z-9 EROSION CONTROL DETAILS 0 REVISIONS DATE Z-10 TOWER ELEVATION 0 Z-11 FENCE_DETAILS o Z-12 ELECTRICAL NOTES 0 Z-13 SITE SERVICE RQUTING & 0 COMPOUND GROUNDING PLAN Z-14 CONDUIT DETAILS 0 ISSUED DEPARTMENT NAME/SIGNATURE DATE Z-15 GROUNDING DETAILS o PROJECT FOR: MANAGER: ZONING MRS Z-16 SITE SIGNAGE o LAND/TOWER OWNER DRAWING BY: JAH Know what's below. DATE: 06/13/2025 SITE ACQU. AGENT TITLE: ZONING/PERMITTING AGENT Call before youc dig, ARE MANAGER C AUTION ONL TITLE SHEET CONSTRUCTION MANAGER FT SEY LMITS SHEET NUMBER: T-1 RF MANAGER FORI EN El N NCIES CALL: 911 JOB/FILE NUMBER: 1398.007 GENERALNOTES. SITE WORK GENERALNOTES STRUCTURAL STEEL NOTES: THE PURPOSE OF THE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS 1. CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START 1. BE SHALL Diamond ERT APPLY: TF CONSTRUCTION. SLLL WHERE THE Commun - GENERAL CONTRACTOR ations LLC AMRONE CONTRACTOR (CONSTRUCTION) PER OF CONSTRUCTION: TOWER - 2. GALV OWNER VERIZON WIRELESS ALL ACTIVE WATER, AND UTILITES WHERE SREC SURFACES s SHALL BE TOUCHED AT WHERE E 2. THE BIDDING CONTRACTOR SHALL VISIT EXE D THE 2. MINIMUM CONNECTIONS OF TWO SHALL BOLT TS BE UNLESS ASTM NOTED A325 BEARING OTHERWISE. TYPE CONNECTIONS AND SHALL E TO IG ME RAFRA BTES THAT SERK DRILL OR NEAR ACC SHOWN THE VDN SHALL PROVDE SAFETY THE WORKING CREW. WLL INCLUDE BUT BE E FOUND TO THE ATTENTION OF THE ENGINEER. - PARCNTS NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY F & BV D) TRENCHING EXCAVATION. ALL AND INSTALLED WTH ISSUE 3. WORK SHALL BE AS THE AND FORESITE D EEEN ALL LAWS, FUAES ALL RS CODES, REGULATIONS, INDICATED PARS ORDINANCES. DRAWINGS IN ACCORDANCE WITH ORDERS OF ANY PUBLIC AUTHORITY THE roup PERFORMANCE B IF NECESSARY, RUBBISH, STICKS, OTHER REFUSE AE SHALL BE REMOVED FROM DISPOSED Do 395 Y FMPSPES 44 SDESNO 368 E LOCAL COMPL APPLICABLE MUNICIPAL UTILITY A 30092 E CMORE PS SAAD SMTAET CODES, ORDINANCES ADO 5. ALL EXISTING INACTIVE SEWER, GAS, ELECTRIC AND OTHER WHICH APPLICABLE REGULATIONS. WITH MAFR.CA OF RLDES CAPPED, A OR a AT INTENFERE WITH 5. A s THE WORK MATERIALS, EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF OWNER AND/OR PENS ESTEMERGINER BSPEN COMPLETE ALL Ds UTILITY PROVDER. ÇONCRETE AND REINFORCING STEEL NOTES: SEAL: AS INDICATED ON THE DRAWINGS. IGN E CONTRACTOR PROVDE SITE NAGE IN ANCE WITH THE TEC CHNICAL 1. WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318, ACI 336, 3 9 6. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE FOR M SIGNAGE. A184 DERAAT ALCAGEEY MES MANUFACTURER'S RECOMMENDATONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. GRADED CAUSE SURFACE WATER TO FLOW AWAY FROM THE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT G 8 DE BED TOWER NOTED 2" MAX; 7. ER PREAUS UNLESS OTHERWISE: ENTRAINMENT: 45 28 THE CANNOT FORC EQUIPMENT AN VOLUME; MAXIMUM COARSE SHALL 1" R E BABY PROPOSE AR SHALL APPROVAL 8. R EE FILL fs PESCERS STANRA ASREAEONS ESE PBMAVES MATERIAL BE ON GROUND. FROZEN ENGINEER. 3. M # SNOW, SHALL NOT PLACED ANY FILL EMBANKMENT. CONFORM A DEFORMED * * 3 MREE SBAMAREN PEEV EACEPA FROER ASTM GRADE UNLESS NTO TO A WELDED PROFESSIONAL THE R.DE CONTRACTOR DETERMINE ROUTING OF CONDUIT, POWER, FIBER, AND GRADE UNDER PROPOSED EQUIPMENT SHALL BE TO WIRE MRE NOTED SPLICES SHALL 1 CLASS B" A GROUNDING SHOWN ON POWER & TO A EAS AETASN GROUNDING DRAWINGS. BE ESCRADE AND BROUGHT SMOOTH UNIFORM PRIOR ALL BE UNLESS Ok-1s-2 A OTHERWISE. E PASEY AGPASTDST HOOKS SHALL 5 NOTED & SURFACE APPLICATION. E SHALL PROTECT PAVEMENTS, CURBS, 10. OF THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING E DECIRAST CBIRACTES STRUCTURES. EMSDAGA DAMAGED EPAPEEN PARTS BE REPAIRED AT AREAS PROPERTY COVERED STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: a CONTRACTOR'S EXPENSE TO THE FACTION OF THE SLOPE, COAE SATISFA OWNER. IN E AND AGAINST 3" WITH E ACCORDANCE ALL APPLICABLE CODES, EEE AND ORDINANCES. E 10. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS TO EARTH WEA ATHER: GRSEEE EASTABA ARPGRY F OFFSITE. 11. #6 AND LARGER.. .3" e CONTRACTOR EXISTING CONSTRUCTION. 5 EROSION SHALL BE_IN SMALER OR OR 11. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. CONFO FORMANCE THE EARTH NOT PROJECT: 5 MEANERO SEDIMENT CONTROL. AGAINST REC 7 E a E SL LAB WALL 12. MEETING DISCUSS ALL BEAMS COLUMNS. EMORY IS D W SAE M RE FAMILIAR UNDERSTANDS ALL OF 5. A AT EDGES UNIVERSITY E 3 PROVIDED OF CONCRETE, E MAERT E ACCORDANCE MN 13. GA565 AS3 BACE EPSID AND OF THE 6. INSTALLATION OF CONCRETE EXPANSION/ /WEDGE ANCHOR, SHALL BE PER 5 ALL IN PAUEDTRC MANUFACTURERS WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR 538 NE IN ex WORKMANLIKE MANNER DEPTH ATLANTA, GA 30307 - ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. CONFORM RECOMMENDAT ATION FOR EMBEDMENT THE E BE ON CUT PRIOR MCVENS CONCRETE, NO EXISTING 14. SHOW APPROVALS E OF BC TRAC 6 E To WELDING IS PROHIBITED ON REINFORCING STEEL AND EMB BEDMENTS. CARRIER E E BE READY-MIXED ACCORDANCE ASTM C94. LANDLORD - ALL oR SHALL BE IN FLCOKGEES IN PLACE ODAAS AT BETWEEN D DEGREES AND BANTAN LEASING 8 E DEGREES E 15. SHALL E E 8 USE MO ARE ARE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT CONSTRUCTION, REQUIREMENTS AND NEEDED FOR PRN MOIVEN THE REVISIONS E E WORK. DATE E 10. SHALL THAT E OF PROPOSED E INSTALLER 16. THAT IN PCUCATOALNS SHALL BE ANPNEE CLEAN AADR GMORONES FREE CONCRET EADS JOB AND 11. ON IF 8 FOUNDATION WTH AND A E EAES ECRAAT CONTRACTOR 8 OU LY BE TO TER TO REACH MNIMUM 2000 PSF BEARING - E d0 ISSUED E OR IN FOR: ZONING - PROJECT MANAGER: MRS 00 DRAWING BY: JAH SHALL eE ESTABLSHED PRIOR TO DATE: TITLE: 06/13/2025 I 17. REQUIRED, CONTRACTOR COORDINATE PROPOSED DRIVEWAY CONNECTION PERMIT EFF STATE 'OR LOCAL DOT TOP-PCOR A CONSTRUCTION NOTES SHEET NUMBER: T-2 & JOB/FILE NUMBER: 1398.007 SUBJECT PROPERTY OWNE R: GEORGIA POWER COMPANY (PER TAX SE ES SSOR) ADDRESS: 538B BURLINGTON ROAD, ATLANTA, GA3 30307 ETES m PAFUMY. AREA: 0.34 ACRES + (PER1 TAX ASSESSOR) EGRESSE POB: EASEMENT INGRESS/ #3 RECORDS im .8306 FOUND E SITE E PARCEL #180 05303017 E .9947 E ZONING: RESIDENTIAL DISTRICT de *ALL I ZONINGINFORMATIONS SHOULDBEV VERIFIEDWITH THE PROPER 3) . ZONING OFFICIALS 027 6 NF mV REFERENCES: DEED DB 3451 PG 301 e BOOK 22298 -PAGE 60 EMORY UNIVERSITY M PARCEL #18 05303 010 e Bla PB. 227 PG 98 L24 L PROPO BC B f B ESS MH E E - BC 120 L22 128 127 E I GENERAL NOTES 0.03: 5 L13 us DE De INGRESS/ ll I THE BÇ a in THISEXHBITI LEASEDPREMISES ANDEASEMENTS #4 VICINITY MAP USEDFORT THEF FEE SIMPLE POB: INGRESS/ 5 ADEVION PARCEL, INWHOLEORINPART. EASEMENT #2 BC :: 2250566.0638 N.T.S. THIS DOESNOTR TABOUNDARY SURVEY. EGRESSE E 1379215.4748 E - CERTIFICATION, AS SHOWN HEREON, ISPURELY A : -2250418.5610 BC : NF mn -0.02: OF PROFESSIONAL LOPINIONE BASEDON MH BC POWER EDGE, INFORMATION, EF AND BASEDONE ANDD EVDENCE BCJ A CT AVALABLE. BMEIGE 22298- -PG 60 CERTIFICATIONIS NOT ORI IMPLIED E ANEXPRESSED WARRANTY LE OR GUARANTEE. BC NF 5 FIELDDATAL POSITIONAL AUPON WHICH TMESIREVSPAEIDOMMSA E BC GEORGIA POWER COMPANY LINE / CURVE TABLE ACCURACYOF 0.02FEETH HORIZONTAL PARCEL $1805303015 D VERTICAL AT THE 95% 6CONFIDENCE LEVEL. DB 22298- -PG60 m E LINE ARC CHD. BRG. RADIUS CHD. USEDFORA LAR ANDL LINEAR MEASUREMENTS: BC 2 BC - L1 2.82 $52°3445W ACLEN RECIEVER, INCOMBINATION L2 36.74' TCRP1203 ROBOTIC TOTAL STATION. DATE OF BC S53°00'13W LAST FIELD VISIT: 11, E JANUARY 20241 : L3 10.17 $53-25'19W BC 4 BASIS THE ANDEIEVATONSSHOWN MH E L4 12.47' $5701815W IS: NAD8 BC L5 126.93 NO2009/14W 12B) - ZONE a JB L6 50.57 NO605621'E E ETHODSL UTLZINGAGNSSREAL TIME 8 NETWORK SOLUTION IBY MCCANNI LAND SURVEYORS. BC 1 m L7 10.34' N17054'31'W E & CONTOURSS SHOWNONT THISS SURVEYA ARE ADJUSTEDT TO ESS L8 16.43 N5501311W GEOD12B) ANDHAVEA EMORY Mgsny C1 27.23 N81°34/24'W 33.09 26.47 - ACCURACY OF +0.5. .CONTOURS OUTSIDE THE NT 05303 010 IMMEDIATE AREA ARE APPROXIMATE. 0 0.46: -PG 98 L9 35.40' N44-39'02W E ES PALSS & C2 N2501646'E 39.67' a MF 35.46 34.30' SEA APPEARS INASPECIAL FLOOD 6 SSMH L10 206.23' N01053:39WI BC ETESS TEPAEPANACN COMMUNTY PANELI NUMBER 13089 C0062K,D DATED AUGUST o L11 22.11' N18°02'35W 15, 2019. B OR G & RAW 80 L12 22.96' NO2-28'06W G REISTERED 7 BC E L13 48.91' N69-38'35'E L14 2.36 1 S08P4419'E No. 3481 L15 3.95 S78019/08W PROFESSIONAL L16 294.12' S0201610'E K L17 4.70 S50°50'40'E C3 61.16 S44°3902E 43.11' 56.16 SURY LEGEND OND L18 118.95 S01°46'20'E ADAM & C4 ORF RFORMERLY EMORY BC RORR 32.71 S29°3344'E 51.64' 32.16 BOOK arsn PARCEL #1805303 010 L19 25.35 NO2°28'06W / PB 227 PG 98 E E L20 79.17' N7801908'E L21 13.07 S13°1720'E R A SSMH L22 35.54 $70954'59W SSN COF CURB MH B L23 71.63 N78°19'08'E V 3 L24 S14°01' '18'E E TPOLE 3.79 B FHa L25 72.02' S70°54'59W MCLSJOB I * LA #23332 E L26 16.22 S14°01' '18E L27 107.45 S78°19'08'W DRAWNBY CHECKEDE BY 80 160 240 POB: L28 107.56 N70954'59'E NDW CDM&CAM I #1 ISSUE DATE 105-2023 GRAPHCSCALEINFEET LAST REVISED 2-12-2024 1'=80' 1 BG BC SHEETNUMBER 10F3 SITE INFORMATION LEASE AREA: 2,004 SQ. FT. .(0.046AC.) ATCENTEROFF PROPOSEDT TOWER: NAD83)/33.7 7916339) La 840 48" (NAD83/184.3179117 ELEV: 976.8 A.M.S.L. FRANCINE NF M. PAFUMY. E UP EMORY UNIVERSITY N/F PARCEL NORECORDS #18053 FOUND 303025 3 METAL e N/F PARCEL #1805303026 ROD EMORY UNIVERSITY DB 18916 PGI 174-179 PARCEL #1805303 027 PG FE DB 3451 301 6 & 5o UP N/F EMORY UNIVERSITY 0 N70°54'59'E. 4230 B PARCEL# #1805303 030 3 SUBJECT PROPERTY 216.46' FOUND 1"OTP P 8 DB: 3451 PG301 2 N E 8 6 Rs EASEMENTA & SIGN Um #3 UP - TOTAL 80 SIDEWALK (SEES SHEET1OF 3) OU IDIBH TOMER % PS C CONCRETE a AREA MTERTT N LNKFENCE 6-CHAN L6ADE IPS 96 3 LINE KuP, L4 U / CURVE TABLE ME /EGRESS & E o6 PADRERIT EASEMENT& LINE BEARING DISTANCE UTLIVEASEMENT: (SEE SHEET1OF GW fS e IPS BLOCK WALL PROPOSED a L1 N7801908E 79.17 L1 B LIO EP L2 S1301720'E 13.07' L8. E Fo E L3 V POBLEASE AREA 0.046:A ACRES de L3 S70°54'59W 35.54' L9 N=1379251.9137 (2,004SQFT) POB SUBJECT L4 N7801908'E 71.63' & SUBJECT PARCEL E-2250569.9949 PROPERTY L5 $14001'18E 3.79 AIR 6 PARCEL #1805303017 N-1379228.7836 L6 $7005459W 72.02 3 3 BLOCK WALL TOTALA AREA: e E=22506778311 L7 S14°01'1 '18"E 16.22' PROPOSED 0.34t ACRES L8 S78°19/08W 107.45 INGRESS/EGRESS (122,340SQFD) a L9 2.36' & NO8°44'19W ENT #1 GEORGIAPOWER E OF L10 N70-54'59E 107.56 SHEETI 3) 3 Y SUBSTATION V21263 E o% a U e B 0 A 3) #4 STPEINE SHEET1OF MOORUE 1 2 SUBECTF & a 5 1 5 a 8 N/F GEORGIA POWER COMPANY PARCEL #18 305303016 DB 22298 - 0 BOR G oRS LEGEND NOW VORFORMERLY N&. 3481 MCLSJOB DEED BOOK PROFESSIONAL PAGE #23332 < DRAWNBY CHECKEDE BY I 30 60 ND NDW CDM&CAM PAVEMENT m ADAM OYERHEADU DUTILITY GRAPHICSCALEI INFEET ISSUE DATE 105-2023 N LIGHTF GUY VEE 1" LAST REVISED 2-12-2024 MANHOLE I SHEETNUMBER 20F3 PROPOSED INGRESSEGRESS & TITLE EXCEPTIONS SUBJECT PROPERTY UTILITY EASEMENT #3 (PARCEL #18 053 03 027) OLDREPUBLICT TITLE INSURANCE COMPANY THAT TRACT TORPARCEL OFL LANDLYINGA ANDE BEING INL LANDLOT 520F THE 18THDISTRICT, DEKALB COUNTY, TOGETHERI WITH ANI INGRESSEGRESS AND UTILITYE YEASEMENTI LYINGA ANDB BEINGINLANDLOT 520F THE SCHEDULEB- PARTII SETNT ANDE BEINGI MORE MALAYESESAION DEKALB COUNTY, GEORGIA, ANDI BEINGI DESCRIBEDE BY THE FOLLOWINGI DATA: 18THDISTRICT, REPORTI NO: 01-2304176001S HOWARD COMMENCINGA ATA APOINT AT THEI INTERSECTION OF WESIERLYRGHTOFWANI LINE OFE BURLINGTONR ROAD COMMENCING AT APOINT AT THE INTERSECTIONOF THE WESTERLY LINE OF ROAD OF PROPERTY, ASF RECORDED ON09/01/1928NPLAT BOOK,PAGE VARIABLE FWAYV WITH EPGNESTS RIGHTOFA ROAD VARABLEV WIDTHI RIGHTOFWATWITHT THE NORTHERLYR RIGHTOF FWAYLNE RIGHTOFWAYL EOF NORTHDECATURR BURLINGTON ROADHAVINGAV RIGHTOFV WAVI, HAVING VALUE A AAEA D GRDA ZONE -OF WAT, SAID POINTHAVINGA NORTH, WEST ZONE VALUE OFN: E: SUBJECT PROPERTY ANDIS SHOWN HEREON AS THE CURRENT BEN LEAVNG SAN OF WAY C NORTH THENCE, 229. 78F ALONG Ca ACURVE 1378897. AND PROPERTYL - PR SAID E LINESI E TOF NORTH A A 49" 45 NORTH04P RIGHT 273 FEET HAVINGA E BY CHORD SOU OUTH ALC 50° WEST, FGAT 45" E FEET TOF THENCE JING - Ra OF TINFAVOROF GEORGIA POWER COMPANY, RECORDED 08/22/1938,AS E: C GRIDN NAD83, ZONE VALUE 1379228. AND THE POINT PAGE DE THENCEL LEAVING A SADV WESTERLY WAYI INE OF BURLI AND TRUEF A FEET TOA POINT D 53 WEST TO THENCE, 19" LINGTON DRUNNNG, - HALBCOUNTYRECORDS THENCE, TO - AFFECTT SUBJECT PROPERTY ASA ABLANKET EASEMENT TOA APOINT LYLINE OF POINT; SOUTH 15" sE 12. .47 THENCE LEAVING POWERLINE FEET BEINGA A E 22" 212.63 GAMBRELL E WEST EASTERLY EOD FWAY LINE OFI NORTH - DECATURR ROAD ANDRUNNING, "WEST, 93 TOAI THE TOO THENCE DESCRIPTIONIST VAUGE TOBE PLOTTEDHEREONJ MITHI NOK OF WAY; CMEN SAID EASTERLYL LINE OF DRVE, NORTH08-4419 "EAST, 50.57 FEET TO A POINT; NORTH 10. 126 FEET APOINT; - THENCE SAIDE NORTH A OF AND - LE EASTERLYL LINE SAIDG 16. A MDA LEAVING CVEIE DRIVE RUNNING, POINT; TO OF POWER RECORDED ACURVE THE ME3 OF WAYI YINFAVORO GEORGIA AS 705 59" 46 FEET TOA APOINT ALONG SAID RADIUSOF E COMPANY, 04/09/1940, E 216. WESTERLY RIGHT-OFV FWAYLNE OF BURLINGTON ANDBEING BY AC CHORD BEARNGN WES .47 - PAGE DEKALB COUNTY ROAD; FEE NORTH - 2850F RECORDS. THENCE ALONG SAD RIGHT LINE - WESTERLY OFWAYL OF BURLINGTONF ROAD, SOUTH 060464 47 EAST, 75.00 WEST, 35. 40F POINT; THENCE, THE ARC THE 46 E 26 MAYA LEFT AFFECTT THE SUBJECT ASA EASEMENT TOAF TO FEET HAVINGA E PROPERTY ABLANKETP POWERLINE FEET POINT ANDI BEING THE TRUE POINT OF BEGINNING. BY BEL AC - AND BEING SCRIBEDB CHORD NORTH 46" EAST, 34. .30F TO AF E BUT THE DESCRIPTIONIST TOO VAUGE TOBE PLOTTED POINT THENCE, EN HEREON.J AF se SAID TRACT CONTAINS 0.34A ACRES(122 2,340 SQUARE FEET), MORE ORLESS. WES .23FEETT TO TO POINT; THENCE, NORTH EE WE 22.11 TO POINT THENCE, NORTH E ATLANTA GASL LIGHT COMPANY PROPOSED 2" MHP MAINEXTENSION .96 TOA PONT HAVING THENCE, GEORGIA NORTH 1020 GRIDN 2806 WES 35 TOAF OF NORTH E: ASR ZONE CANVE 8337,E ADDITIONE EMORY UNIV., RECORDEDO ON07/09/19461 6INPLATBOOKI 14, AECRAT F TRUE POINTO OF BEGINNING; THENCE, NORTH 71.63F 32 OF DEKALB COUNTY T 3FEETTOAPONET ATHENCE, YRECORDS. PROPOSED INGRESSEGRESS - - - & TO POINT; WEST, E '18" EAST,3.7 79FEET THENCE, SOUTH 70-5459 72.02FEET TOAPOINT; THENCE, NORTH ITEMI MDOESNOTA AFFECT SUBJECTP TPROPERTY] BEING THE TRUE POINT - UTILITY EASEMENT #1 (PARCEL #18 053 03 010) 13-1720 WEST, 13.07FEET TOAPOINT ANDI OF BEGINNING. - GEASEMENTINFNOROF BOOK K655, PAGE 4890F DEKALB ATLANTA COUNTY GASLI LIGHT RECORDS. TCOMPANY, RECORDEDO 007/13/1946,A AS TOGETHERI WITH ANII INGRESSEGRESS AND UTLITYEASEMENT LVINGA ANDBENGINLANDLOT: 520F THE 18TH SAIDE EASEM ME ENT CONT TA AINS 0.01 ACRES, MORE ORLESS. ITEMI IDOESNOT AFFECTS SUBJECT PROPERTY] DISTRICT, DEKALB COUNTY, GEORGIA, AND BEINGDESCRBEDE BY THE FOLLOWINGDATA: (6)EASEMENTI TINFAVOROF GEORGIA POWER COMPANY, RECORDED 06/17/1946,AS COMMENCINGA VARIABLE ATAPOINTA AT INTERSECTIONOF THE WESTERLYRGHTOFWAYI FWAYLNEOF LINEOFE FNORTHDECATURR BURLINGTONROAD ROAD UTILITY PROPOSED INGRESSEGRESS & 657, PAGE DEKIBCOUNT/FECOHDS VARIABLEN WIDTHR RIGHTOF FWAT, GRDN NORTH, NAD83, WESTZ EASEMENT #4 (PARCEL #18 053 03 017) mXE MDOESNOTA ARC SUBJECT PROPERTYJ OF N:1 E: 2250720.8516; ALONGT THE ARC OF FACURVE TO1 E TOGETHERV WITH ANI INGRESSEGRESS ANDUTILITYE EASEMENT! LYING AND BENGINLANDLOT: 520F THE 18THDISTRICT, OF WAYEASEMENTI TINFAVORO GEORGIA APOWER RECORDED HAVING OF 2.84F FEETANDBEINGS BY WEST, DEKALB COUNTY Y, GEORGIA, ANDBEINGD DESCRIBEDE BY THE FOLLOWINGI DATA: - PAGE COUNTY COMPANY, FEET TO 52° 34' 45' WEST, 9.84 FEET GRID - 15/1950, ASE QRBIT ITEMDOES NOT BOOK AFFECT 816, SUBJECT AVOROFS PROPERTYJ DEKALB RECORDS. NAD83, AA ZONE VALUE a N: 2250535. 2093 BRA PONT OF COMMENCING AT APOINT AT THEI INTERSECTIONOF THE WESTERLY RIGHT-OFWAYL LINE OFE BURLNGTONR ROAD (HAVINGA ROAD, E BEGINNNG; ECONTNUNGA GALONG o 0 DECATURI VARIABLEV WIDTHR RIGHTOFWAAWITH) RIGHTOFWAY LINEOF ROAD! HAVINGAVARIABLE TOF PROPERTYOFE ASR RECORDEDON0S/77951 INPLAT 52° 34 ES 45' TOA POINT; THENCE, A TOF TOA POINT; RIGHT OF SADPONT NORTH, WEST - EMORY SOUTH 10. 17F FEET TOA 12. 47 WDTH FEET TOA E POINT A 229.7 78 ALONG THE AC CURVE RIGHT THAVINGA 2352. PAGE1 onE OF NORTH 7208 Ue EOUS - BSVIS NOT EENS EASE WAYL OF ANDR BEDI BY ACHORD 50°435 TO A THENCE, ITEMD ADOES AFFECT SUBJECT PROPERTY] 14' EEKY BEARINGS SOUTH WEST, 229,69F FEET APOINT SOUTH 52"34 - a 06° TOI OPOINT THENCE CONTNUING GALONG SADNORTHERLY NORTHDECATURF SOUTH 17° 54'3 31 10. DA GRE 43 AP POINT; WES FEET TO APOINT; THENCE, 13 36. GEORGIA POWER RECORDED 10/07/1959, B INFAVOROF COMPANY, AS 27 A 53-001 a .23 ARC OF LEFT AND A 3FETALONGT - CURVE THE HAVINGARADUS OF OBENG TO APOINT; 57°1 15" SAID MESI 18 47 1455, PAGE COUNTYR FEET APOINT CN RECORDS. 26. - BY BEARING 81°3 34'2 24" E6A5OFDEKIB NORTH TO TO E WEST, FEETT POINT 44-39:02 RIGHT-OF WAY LINE OF ROAD 126. .93 - MDOESNOTA AFFECT SUBJECTI PROPERTYJ 40F THENCE, .46 A THE RUNNING APONT; - GFEETALONG APC OINT; AF E NORTH FEETT TO NORTH G WEST, 6 FEET AND BYA TOA A DARUD BENGS a CA 30F AF WES 43 CORD DED NORTH THE - 155131 E TINFAVOR ROF GEORGIA POWER COMPANY, RE 12/0 1959, AS NORTH TO FEET TOAP PONT ACURVE LEFT a TOA 22. Eas 1473, PAGE 250 OF DEKALB COUNTY RECORDS. 39' WEST, 20623EE AP NORTH RADIUS OF 33.09F BENGS BY EARNG 3424 OF 26. TOA E OT THENCE, WE 38'3 35' 48. 91 FEET BOEIEE ITEMDOESNOTA AFFECT EST, FEET POINT BEST THENCE NORTH 440 ENCE, 46 ALONG ARC ACURVE AF SUBJECT TPROPERTY] POINT; 44 78 TET 19" ,2. TO 3.95 a - THENCE, 36 PONT - BAE 1908 WEST, RADIUS OF .67 BEING 34 30F FEET - CHORD - M AD TOAP OAC 161 EAS - - 1 E POINT - OF YINFAVOROF GEORGIA POWER COMPANY, RECORDEDO AI POINT; THENCE,SOUTH 50-5040E EAST, NOR FEET PONTT THE ENCE, 22. 11F FEETT TO - 07/06/1962,AS - WAYI TOA DA E 61. 1087 ONG T ACURVE ARADUS OF FEI ET E ALO A ABADN 96 WE PAGE 5600FD DEKALBCOUNTY - RECORDS. OBY - BORTS AT ITEMN MAY AFFECT THE SUBJECTH BUT TIS TOBEF 44°3 39/02" EAST, 16F TOA POINT; B FT TOA oN 2 63 FEET OIN NT PROPERTY, TOOVAGUE D PLOTTEDI 32. 71 FEET TDAR ALONG E THE 17 AC a - - ARCOFA ACURVE - BY A CHORDI BEARING SOUTH 18'EAST, FÉET POINT HAVINGA GEORGIA GRIDNORTH, WEST ZONE N: - IR BENG SCRBEDE 29-3344" E OF WAYE EASEMENTI INFAVOR GEORGIA POWER COMPANY, RECORDED ANDE BEING TRUE .0638 30 THE TRUE POINT OF BEGINNING; THENCE, SOUTH oyt EAST, 22 EOA - AE 32. EAST, 2.16FEETT TOAPOINT THE POINT OFE BEGNNING. 107. .45 FEET TOAF POINT; TOA $ ASE BOOK RECORDS. THENCE, - 1922, DEKALB COUNTY mE TEEN NOTA AFFECT SUBJECT AEEES TPROPERTY] SAIDE EASE CON AINS 0.46 ACRES, MORE ORLESS. POINT, THENCE, NORTH S 70-545 VS 107.5 .56 FEET TOAPOINT ANDE BENG THE TRUE POINT OF BEGINNING. - E FOR RANCHORS, GUY POLES ANDI WIRES, RECORDEDO 07 7/1 14/1967 ASBOOK SAIDE EASEMENT CONTAINS 0.02 ACRES, MORE ORLESS. n EAKENE ITEMDOES PAGE NOT 6640 AFFECT OF DEKALBCOUNTY SUBJECT PROPERTY. RECORDS. PROPOSED INGRESSEGRESS & PROPOSED LEASE AREA UTILITY EASEMENT #2 (PARCEL #18 053 03 030) THAT TRACT ORPARCEL OFL LANDLYINGA 520F1 THE GEORGIA, OF ASBOOK2 WAYE EASEMENTI PAGE INFAVOR 600F OF FDEKALB GEORGIA COUNTY POWER RECORDS. COMPANY, RECORI DED TOGETHERWITHA ANII INGRESSEGRESS AND DUTLITYEASEMENTI ANDBENGNLANDLOT: 520F THE 18TH NDE BENGI MORE PARTICULARLY YDESCRIBED ANDBENGNLANDLOT AS FOLLOWS: 18THDISTRICT, DEKALBCOUNTY, AFFECTSTHE PROPERTYA ASABLANKETE EASEMENT FORF POWERBUT DISTRICT,D DEKALB COUNTY, GEORGIA, AND BEINGI DESCRIBEDI BY BVMEA FOLLOWINGI GDATA: COMMENCE AT APOINT AT THEI THE OF IS TOO DVAUGE TOBE PLOTTEDHEREONJ COMMENCINGA AT APOINT AT THE INTERSECTIONOF THE WESTERLY YRIGHTOFWAYL LINEOFE BURLINGTON ROAD VARIABLEV WDTHF RIGHT T-OF WAY)V WTHT INTERSECTIONOF THE NORTHERLY YEGATOFWAY WESTERLYR RIGHTOFWAYL LINE OF NORTHDECATURF LINE BURLINGTONR ROAD (HAVINGAV VROAD HAVINGA VARIABLE WIDTH LE OFI WAY YDEEDINFAVOR ROF DEKALB COUNTY, RECORDED0426/974,A5 (HAVINGA VARIABLEV VARIABLEV WIDTH WIDTHE RIGHT TOFWAMWTH THE NORIHERLYF YRIGHTOF F-WAY GRIDN LINE OF NORTHD DECATURR ROAD T-OF-WAY), 229. HAVINGA .78 FEETA GEORGIA ARC VALUEOF N: OF PAGE FDEK KALB COUNTY INGHTOENAISADFONT HAVINGAGEORGIAC NORTH, VALUE RIGHT AND CA 1780F RECORDS HAVNGAR Aa SC BSPATS DTEMN MAY AFFECT THE SUBJECT PROPERTY, BUTI IS TOO VAGUE TOBE PLOTTED] .0473, THENCE, 229. .78FEET THE ARC OF BEARING WES TOAF SOUTH E - - RADIUS OF 2352. FEET BENGSCRBEDBY AC BEA ARINGS SOUTH WEST, HAVINGAGEORGA GRDN NORTH, EV VALVE OF INFAVOR OF GEORGIAPOWER COMPANY, RECORDED 08/0 01 /1978, AS TOAF THENCE CE, TH AD 9.84 FEET SAIDI NORTHERL RIGHT T-OF WAYL LINE OF ROA DADA 32.71 ARC DVS A E 3858, ,PAGE 3720FDEMAIBCOUNTV OF WAYL T OF ROTME AT ROAD, BONA WEST, ACURVE THE RIGHT HAVING RADUS OF 51. ANDBEINGS CHORDE BEARINGNORTH - RECORDS. 2.82 FEET TOAPOINT FEET - 36. .74 TOA 32. 16 FE APOINT THENCE, NORTH 95 16 T 1DOES NOTA AFFECT SUBJECT PROPERTY] THENCE, SOUTH TTOA APOINT SOUTH 53-2519 WES 10. 17F FEET 118. FEET E - GAS 5701 AF - THENCE, 181 WEST, .47 7FEET TOA POINT; THENCE LEAVING SAID CURVE TO OPA LEFT HAVINGARADIL ANDE BENG E EI TOF LINE NORTHI 56. TOA TA FEET OF WAY INFAVOROFS SOUTHERNE BELL TELEPHONE AND TELEGRAPHO COMPANY, OF AF NORTHO 14: APOINT; WEST, THENCE, NORTH - 40F - TOA 2 04/16/ /1985, ASBOOK 5190, PAGE 437 OFD DEKALB COUNTY RECORDS. 50. GT VESTY 10.3 TOA APOINT 780 111 ANI RONE PIN SET THAVINGAG LCN NORTH, - BIRGETO ACN SIDASAE I TH 131 11 AF - ITEMDOESNOTA AFFECT SUBJECT PROPERTY] HENCE, FOMA POINT THENCE, 2 23F V ZONE VALUE 913 .9949 TRUE POINT a TO THE LEFT HAVING AF RADIUS VE A AND BENGS SCRIBEDBY ACHORDB NORTH 14-01'1 18 WEST, 15.94 AN RONPIN NO JORTH EAST, 101. G TO ANI SET; - E AT os - .47 FEET 25. 26. 44° TOA SOUTH WAY ROF DEKALB RECORDED03/061986, WEST, TOAPOINT THENCE 39' 02" 35. 35. 46F 06-3808'EAST, FEET TOANI VIRONP PIN SET; THENCE, SOUTH 98.31 FEET TOA ANIRON - OF COUNTY, AS ARC 67 40FEETT APOINT THENCE, PIN ISET AND THE TRUEP POINT OF 75-4708 WEST, 91 - DE KALB COUNTY THE OF ACURVET HAVNGA AND BEINGS SCRIBEDBY BEGINNING. - BBRCET 5418, PAGE EENSCE RECORDS. NORTH2 BEL U 01 206. 1DOESI NOT AFFECT SUBJECT WESI, - DTEMD PROPERTY] HENCE, 22. PA FMA 0e APOINT; 23FEET B o R G, MCLSJOB J. POINT NAD83, VALU G #23332 - OF MICHAEL .MANDL, EXECUTIVE VICE PRESIDENTE EMORY UNIVERSITY, HAVINGA WESTZ ZONE JE N: 5.4748, E GTT RPISTERLEO 7 E - BATDNES 06/1 16/2004A ASBOOK1 16268, PAGE 799 OF DEKALB COUNTY RECORDS. BEGNNNG THENCE, NORTH 02 0202806 WEST, TOA POINT NORTH DRAWNBY CHECKEDE BY DTEMI IDOESNOTA AFFECT SUBJECTF PROPERTY] FEETTOAPONTT SOUTHI 13-1720' A FEETI APONT 70-5459 35.5 54 TO APOINT; SOUTH 35" 48. 91 FEET TOAPOINT No. NDW - WEST, THENCE, 69P383 WEST, ANDBEING 3481 CDM&CAM - ANDRESTRICTIONS AS STATEDIND IDEED, RECORDED 12/30/ 010 AS TRUE POINT OF BEGINNING. PROFESSIONAL B PAGE 600F PROPER DEKALBCOUNTY RECORDS. 0.03 ACRES, MORE ORLESS, ASSHOWNINAS SURVEY PROVDENCE e E ISSUE DATE 105-2023 PAS SUBJECTP ERTY ASAPERPETUAL, NONEXCLUSIVE RIGHT, ESTATE CONTAINS DATEDO PREPAREDFORF 5, UPON, OVER AND ACROSS SUBJECT CONSULT LTING, INC.,BYM MCCANNLAND SURVEYORS OCTOBER ANDL LAST TREVSED LAST 2-12-2024 ET PRVLEGE EASEMENT, ACCESSFORS PROPERTY] EREEETO FEBRUARY 9, 2024. 2023, ae REVISED ADAM SHEETNUMBER 30F3 I.D. TOWER COMPANY TOWER TPEELAmcO LONGITUDEPROFOSO DISTANCE TOWER TO 0 CROWN CASTLE INTERNATIONAL MONOPOLE 105' 33.78980 -84.3059 3,709'-11" (0.70 mi) 2 MEPM ATLANTA, WORLD COMMUNICATIONS INC. GUYED 1,054' 33.79761 -84.3338 5,293-10" (1.00 mi) Diamond Comm nu ations LLC 3 AMERICAN TOWERS, LLC GUYED 1,057 33.80733 -84.3393 8,651'-6" (1.64 mi) AMERICAN TOWERS, LLC GUYED 1,116' 33.80758 -84.3410 9,102'-6" (1.72 mi) 5) CROWN CASTLE INTERNATIONAL MONOPOLE 131' 33.81397 -84.3364 9,878-10" (1.87 mi) 6 AMERICAN TOWERS, LLC MONOPOLE 182' 33.81411 -84.3127 8,330'-0" (1.58 mi) FORESITE CROWN CASTLE INTERNATIONAL SELF-SUPPORT 213 33.81106 -84.2949 9,941'-2" (1.89mi) roup AMERICAN TOWERS, LLC MONOPOLE 150' 33.79219 -84.2907 8,296'-8" (1.56mi) 99 009 368 44 AT&T MONOPOLE 125' 33.76456 -84.3102 10,1261-5" (1.92 mi) 4 S lf SEAL: 2 EORG a * * E & I PROFESSIONAL Ol- 1 75 N R d & a a RCCE 2E a 3 PROPOSED PROJECT: E 150 MONOPINE TOWER B269-87 EMORY - UNIVERSITY 8 BIOS-TK GA565 - 5 538 ex NE ATLANTA, GA 30307 E APPROVALS CARRIER - 2MLES_RADIUS LANDLORD LEASING 8 d8 CONSTRUCTION, 1 REVISIONS DATE ISSUED FOR: ZONING PROJECT MANAGER: MRS d0 DRAWING BY: JAH DATE: 06/13/2025 TITLE: GRAPH HIC SCALE - 0 1250' 2500' EXISTING TOWERS MAP 11x17 (SCALE SCALE: IN FEET) 1"-2500" SHEET NUMBER: Z-1 24x36 SCALE: I"=1250' JOB/FILE NUMBER: 1398.007 AERIAL VIEW IS INTENDED FOR VISUAL REFERENCE ONLY; INTERACTION BETWEEN EXISTING/PROPOSED) LINEWORK AND AERIAL IMAGERY MAY SUFFER INACCURACIES DUE TO SCALING & PERSPECTIVE Diamond Comm nu ations LLC FORESITE roup 38t 009 368 44 Ss MONO SEAL: Ed de 0 EORG * * PROFESSIONAL PARGEX INFDFEA & Ol- 1 75 RCCE PROJECT: EMORY UNIVERSITY GA565 538 x NE ATLANTA, GA 30307 - APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION, REVISIONS DATE ON VE ISSUED FOR: ZONING PROJECT MANAGER: MRS DRAWING BY: JAH DATE: 06/13/2025 - TITLE: GRA APHIC SCALE 0 60' 120' AERIAL SITE PLAN 11x17 (SCALE SCALE: IN FEET) "=120' SHEET NUMBER: Z-2 24x36 SCALE: 1'-60' JOB/FILE NUMBER: 1398.007 SITE PLAN BASED A SURVEY PREPARED BY MCCANN ENS S DATED AS 02/12/2024 AND A SITEWALK CONDUCTED BY FORESITE GROUP DATED 04/11/2023. EAETAS PACEDGF PROPOSED INGRESS/EGRESS & UTILITY EASEMENT #3 (SEE SURVEY) Diamond EXISTING CHAINLINK RoS SOUND GENERATOR FENCE (TYP.) Commun ations LLC WHICH FEET WOULD 2. MAN EXISTING POWER LINE OVERHEAD (TYP.) 100 YEAR AREA PER FIRM - AUMBER 13089C0062K DATED 08/15/2019. E 175'-2" -10" ON DEKALB COUNTY TOWER SETBACK EXISTING UTILITY 2'-3" RESIDENTIAL ZONING DEKALB COUNTY POLE (TYP.) E & SETBACKDISTRICT SETBACKS CODE OF ORDINANCE OHE F FORESITE REQURED/PROPOSED REQURED/PROPOSED (CONTRACTOR PROPOSED 18 REMOVE CONCRETE 22t ACCESS LF EXISTING DRIVE OHE a roup FRONT 45'-0" 107-3" 32'-0" 175'-2" SIDEWALK & CURB, SEE SHEET -4) - B I 99 SIDE 7'-6" 2'-3" *100'-0" 13'-6" 009 368 44 E REAR 40'-0" 8'-10" **32'-0" 37'-11" PROPOSED INGRESS/EGRESS & NA PROPOSED INGRESS/ /EGRESS & 100' MINIMUM TOWER SETBACK UTILITY #4 IS REQUIRED ADJACENTTO UTILITY EASEMENT ÉASEMENT PEBPASP #2 PANOND RESIDENTAL ZONING DESIGNATIONS (SEE SURVEY) I (SEE SURVEY) 9 PROPOSED 12' s - i LISTS THE MORE 107'-3" 8 TOWER FALL RADIUS SEAL: OF REQU QUIREMENTS, SETBACK MAY BE - REDUCED 32' E -0" - DEKALB COUNTY. EXISTING LOTS E **ASSUMES RESIDENTIAL ZONING FY ACROSS FROM SUBSTAT : Fj ROAD ROW DO NOT RESULT IN 100' SETBACK REQUIREMENT BURLINGTON EXISTING PARENT TION - 8 PARCEL LINE 0 EORG LEGEND 3 EASEMENT PERMISSION GRANTED BY DISPLAY EXISTING POLE (TYP.) LIGHT * PROFESSIONAL * #1 EMORY UNIVERSITY -25 3 #2 EMORY UNIVERSITY - & Ol-15- #3 EMORY UNVERSITY #4 GEORGIA POWER CO. COAE PARENT PARCELIMPERVQUSS SURFACE_COVERAGE EXISTING EXISTING 9,624 SQ. FT. [0.22-AC] (6472) PARCEL LINE ADJACENT PROPOSED 12,185 SQ. FT. [0.28-AC] (81%) EXISTING (TYP.) PROJECT: PARKING DECK EXISTING MANHOLE PROPOSED CONCRET TE ACCESS DRIVE ADDS 337.76 SQ. FT. (TYP.) EMORY IMPERVIOUS SURFACE COVERAGE TO LOT @ PROPOSED INGRESS/E EGRESS & UNIVERSITY PROPOSED CONCRET TE CCESS DRIVE ADDS 188.4 .41 SQ. FT. UTILITY EASEMENT #1 (SEE SURVEY) IMPERVIOUS SURFACE COVERAGE TO LOT @ GA565 PROPOSED CONCRET TE ACCESS DRIVE ADDS 13.18 SQ. FT. 538 NE IMPERVIOUS SURF FACE COVERAGE TO ex LOTG ATLANTA, GA 30307 a DEFINITIONS: Y APPROVALS R-75: SINGLE FAMILY RESIDENTIAL CARRIER 0-I-C & 0-1: OFFICE INSTITUTIONAL TN: TRADITIONAL NEIGHBORHOOD LANDLORD SFR & R-4: SINGLE FAMILY RESIDENTIAL LEASING I.D. NAME TAX PARCEL NO. RECORDING INFO ZONING FLU JURISDICTION de EXISTING CONSTRUCTION G GEORGIA POWER COMPANY 18 053 03 017 DB 22298, PAGE 60 R-75 TN DEKALB COUNTY BOX JUNCTION (TYP.) REVISIONS DATE (2) EMORY UNIVERSITY 18 053 03 027 DB 3451, PAGE 301 0-1-C SFR CITY OF ATLANTA (3) EMORY UNIVERSITY 18 053 03 026 DB 18916, PAGE 174-179 R-4 0-1-C SF CITY OF ATLANTA EXISTING DRAINAGE DE (4) EMORY UNIVERSITY 18 053 03 030 DB 3451, PAGE 301 0-1-C 0-I CITY OF ATLANTA INLET (TYP.) (5) EMORY UNIVERSITY 18 053 03 010 PB 227, PAGE 98 0-1-C 0-1 CITY OF ATLANTA PROJECT ISSUED FOR: MANAGER: ZONING MRS 6 2 8 (6) GEORGIA POWER COMPANY 18 053 03 016 DB 22298, PAGE 60 R-75 TN DEKALB COUNTY EXISTING SIGANE DRAWING DATE: BY: JAH g 06/13/2025 (7) GEORGIA POWER COMPANY 18 053 03 015 DB 22298, PAGE 60 R-75 TN DEKALB COUNTY TITLE: - GRAPHIC SCALE 8 FRANCINE M. PAFUMY 18 053 03 025 NO RECORDS FOUND R-75 TN DEKALB COUNTY O' 40' 80' 3 OF IN RETAINED SITE PLAN PMESDS AND R A SITE PLAN A OF a MORE (SCALE IN FEET) AC SHEET OF NUMBER: E MAY AN OF 11x17 SCALE: 1"=80' 7 OF ACRENSOT AT S UNIVERSITY Z-3 of ALA 24x36 SCALE: 1"'-40' AREAS. - THE PROCESS REZONING C INSTITUTIONAL HAVE RETAINED' ZONING IN SOME JOB/FILE NUMBER: - E 1398.007 E B E SITE BASED A SURVEY PREPARED BY MCCANN ENS EEES DATED AS AND A SITEWALK CONDUCTED BY FORESITE GROUP A 04/11/2023. Diamond Commun ations LLC EXISTING ADJACENT PROPERTY LINE (TYP.) PROPOSED GRAVEL COMPOUND FORESITE group Da 368 38t 44 EXISTING PARCEL LINE PARENT ree A 0092 SONBRESN smI VENEER OHE 5 or-1d EXISTING UTILITY PROPOSED POLE (TYP.) SEAL: PROPOSED #1756 SF OH & COMPOUND - OHE E DIAMOND AREA OHE EXISTING 8 G PROPOSED OVERHEAD FORC DIAMOND PAPANE POWER (TYP.) LINE R OHE o * * EXISTING POWER OHE OHE PROFESSIONAL LINE BEEEER RELOCATED OHE DISH N CARRER % & Ok-1s-2 EXISTING CHAINLINK OHE LEA FASE FUTURE FENCE (TYP.) OHE AREA LEASE PEA a OHE a LIGHT COAE OHE ' -1 EXISTING POLE 2" OHE 3 OHE OHE FUTURE CARRIER PROJECT: JHE REKIEF AREA 3 LEASE . EMORY CARRIER UNIVERSITY % FUTURE ifh GA565 538 ex NE ATLANTA, GA 30307 a F. APPROVALS 6 o, MULTI CARRIER PROPOSED 12' & TOWER FALL RADIUS LANDLORD LEASING 00 B CONSTRUCTION REVISIONS DATE - ELECTRIC UNDERGROUND LINE SINS (TYP.) ISSUED FOR: ZONING EXISTING WALL (TYP.) PROJECT MANAGER: PROPOSED CONCRETE MRS ACCESS EDAIE DRAWING BY: JAH DATE: 06/13/2025 TITLE: GRA APHIC SCALE O' 5' 10' os COMPOUND PLAN COMPOUND PLAN (SCALE IN FEET) SHEET NUMBER: 11x17 SCALE: 1"=10' Z-4 24x36 SCALE: 1"-5' JOB/FILE NUMBER: 1398. .007 LEGEND PROPOSED EXCEED PROJECT 1 DISTURBED AREA (0.10-AC) IS DESIGNED GRASS SEED_AND HAY AATV BY CONSTRUCTION. IF ELEST NOTIFY ENGINEER PROPOSED SILT FENCE 1 ACT TOTAL DISTURBED AREA. WHICH RESULT IN NO Diamond PROPERNY XXX. XISTING MINOR CONTOUR A. AREA PER MAP Commun ations E 9 LLC DATED ACCORONG E TO 7 XISTING CONTOUR IS XXXX MAJOR SAD FIRM MAP, SITE LOCATED IN ZONE X. XXX PROPOSED CONTOUR LOD LOD DISTURBANCE PROPOSED LIMITS OF DIREC CTION OF FORESITE WATER FLOW roup XXx.xI ELEVATION PROPOSED SPOT 99 568 44 MEG MATCH GRADE EXISTING EXISTING ADJACENT PROPERTY LINE (YP.) 5 CONSTRUCTION EXIT SEAL: [Du DUST DISTURBED CONTROL RCES - EXISTING FENCE PARCEL EXISTING LINE PARENT G 8 EORG (TYP.) MEG R & 62 DISTURBED AREA POWER 60 9r OH * * Dsl STABILIZAT TION (WITH EMERE BEEOS BE RELOCATED - a ONLY) PROFESSIONAL MULCHING OHE Ol-15- -25 A & DISTURBED AREA SILT PROPOSED Ds2 STABILIZAT ATION (WITH FENCE OHE TEMPORARY SEEDING) 61-NS OHE COAE OHE RS V LE DISTURBED AREA OHE Du Ds3 STABILIZAT TION (WITH OHE Ds1 PERMANENT VEGETATION) OHE PROJECT: OHE a SILT OHE 975.9 OHE san 9 dpT EMORY BARRIER OHE sibn 9771 07 OHE OHE 975.8 75 MEG UNIVERSITY OHE OHE Du 976 GA565 9 HE SF Ds2 OHE Ds3 538 ex NE OHE Q0 ATLANTA, GA 30307 8 PROPOSED M APPROVALS 6 CARRIER 30 LANDLORD & 976.2 DISTURBANCE AREA LEASING 00 (SEE NOTE ABOVE) 001 CONSTRUCTION 01 976.1 01 - REVISIONS DATE C 03 EXISTING WALL 07 PROPOSED GRAVEL 01 ACCESS DAIE 01 & EETRO ISSUED FOR: ZONING 6 SUBSTATION / PROJECT MANAGER: MRS -CONTRACTOR TO PROTECT EXISTING DRAWING BY: JAH 0 GUY ANCHORS AND UTILITY POLES DATE: 06/13/2025 DURING GRADING ACTIMTIES (TYP.) GRAPHIC SCALE TITLE: -DEMO 20t LF EXISTING SIDEWALK O' 8' 16' GRADING & EROSION N DRIVEWAY WITH TAPERED ENTRANCE GRADING & EROSION CONTROL PLAN (SCALE IN FEET) SHEET NUMBER: CONTROL PLAN 11x17 SCALE: 1"=16' Z-5 DEMO 22t LF EXISTING CURB 24x36 SCALE: 1"-8' JOB/FILE NUMBER: 1398.007 DISTURBED AREA STABILIZATION Du DUST CONTROL ON DISTURBED AREAS Ds2 DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING) (WITH TEMPORARY SEEDING) SEEDING SEEDING PLANTING DATES Diamond REFER TO THE MANUAL FOR ERO OSION AND SEDIMENT SPECIES PER RATE PER Commun ations LLC CONTROL IN GEORGIA. RUNOFF SHALL BE REDUCED BY PRACTICES SUCH AS EA S.F. ACRE* COASTAL DIVERSIONS, AND OTHERS MERSE TEMPORARY METHODS 2. SHAPING OR DONC VEGETATION DEU REQUIRED IF SLOPES CAN BE STABILIZED BARLEY (ALONE) LBS. 3bu. 9/1-10/31 9/15-11/15 1. APPLICATION OFN MULCH (SEE Ds1) HAND- SEEDED OR IF HYDRAULIC SEEDING EQUIPMENT IS (IN MXTURE) DBS 1/2b bu. 10/1-12/31 7 2. TEMPORARY VEGETATIVE COVER (SEE Ds2) LB BE USED. RYE (ALONE) 3.9_LBS. 3bu. 3. SPRAY ON ADHESIVES (SEE (IN MIXTURE) 0.6 LBS. 1/2bu. 8/15-10/31 9/15-11/30 10/1-12/31 4. BE THE USED ROUGHENING AS AN EMERGENCY Top) SOIL BRING BEFORE CLODS THE WND SURFACE. IT 1. A SEEDER SEEDBED PREPARATION IS NOT ANNUAL ALONE 0.9 LBS. 40_LBS. 8/15-11/15 9/1-12/15 9/15-12/31 MOERPS MO EROSION ED. USING GEVSTA HAND- SEEDING, SEEDBED RYEGRASS IF IS LOOSE 0.9 LBS. LBS. 5.1 ATION REQUIRED THE MATERIAL AND (ALONE) E Sa TION AS FORESITE IRRIGAT SPRINKLE WITH WATER UNTIL THE SURFACE IS WET. REPEAT NOT SEALED (IN MXTURE) 0.2LBS. 401 LBS. 3/1-3/31 3/1-3/31 2/1-2/28 - AhA 6.E NEEDED. AP BALES OF 2. WHEN AED RAINFALL OR CONSISTS OF SMOOTH WEEPING (ALONE) 0.1LBS. group a BARRIERS AND RIGHT BURLA ANGLES PREVAILING CUT THE SOIL SHALL BE PITTED, TRENCHED OR OTHERWISE LOVEGRASS (IN MXTURE) 0.05 LBS. LS 4/1-5/31 4/1-5/31 3/1-5/31 site Gro 385 A PSODEN EMCES PMOAEN EBKCES EKCES SCARIFIED PROVDE PLACE FOR SEED TO LODGE AND GERMINATE. 0 PCELC TO EFFECTIVE, BARRIERS MUST BE AT INTERVALS OF APPROX. loo SUDANGRASS 1.4_LBS. 60_LBS. 5/1-7/31 5/1-7/31 4/1-7/31 368 1944 THEIR HEIGHT. achtree Cor GA 30092 E LIME AND FERTILIZER BROWN TOP 0.9 LBS E 7.0 CALCIUM CHLORIDE APPLICATION APPLY AS NEEDED TO KEEP SURFACE MOIST. MUST DETERMINE THE REQUIRED AMOUNTS MLLET (IN (ALONE) MIXTURE) 0.2LBS. D LBS. 4/15-6/15 4/15-6/60 4/15-6/30 SPI AEONR AND AMENDMENTS SOL TESTS SHOULD WHEAT PREMANENT METHODS INCLUDE (ALONE) 3bu. 1. 9/15-11/30 10/1-12-15 10/15-12/31 s PERMANENT VEGETATION (SEE A (IN MIXTURE) 1/2 bu. ByIBS Ds3) 2. APPLY LIME SOIL FOR SEAL: 2. WITH TOPSOIL TOPSOILING EROSIVE d BE INCORPORATED 6 MODIFY SHF UNUSUAL CONDITIONS REQUIRE HEAVIER SEEDING RATES 8 3. STONE COVER 3 TO WIND EROSION AND HIGH TRAFFIC AREAS WITH DURC PERIOD. 2. SEEDING E MAY NEED ME BE ALT LTERED TO FIT TEMPERATURE VARIATIONS AND CRUSHED STONE OR COARSE GRAVEL 3. AREAS REQUIRE LIME APPLICATION UNLESS SOIL TEST CONDITIONS. y - ADCAT TE FOR EROSION SEDIMENT CONTROL IN GEORGIA, SIXTH EDITION" FOR CONSIDERED WHEN THERE IS LESS SASORT DERES AREAS. G 5 8 THAN IN EEC SEEDING RATES ARE BASED ON PURE LIVE SEED. (PLS) EORG DISTURBED AREA STABILIZATION 5. SEEDBED PREPARAT TION R 2 Ds1 RIPPER, SLOPES EH : CLANO 3 (WITHI MULCHING ONLY) FOR, E TO SHALLBE * * JED, PREFERABLY E IN WITH SEED PROFESSIONAL WHEN MULCH IS WITHOUT SEEDING, MULCH SHALL BE APPLIED TO PROVDE SOME THEN WITH THE E TOPPED REMAINING COVERAGE EXPOSED AREA. O-1s-2 A FULL USEDAENT AC & 6. TURAL & REQUIRED D E TESTS SOIL a NOT VRAGUNE AND E TO THE OF EQUIPMENT FOR APPLYING AND ANCHORING E RA SEEEEASPrT USE REASONABLY FERTILE. FOR 6 FERTUTY SOILS, 5 COAE AT APPLY 2. FERTILIZER 500-700 LB/ACRE. AGRICULT TURAL LIME AT1 NEEDED REQUIRED SUCH AS DIKES, TON PER ACRE. E 5 DIVERSIONS BERMS, ES A EESA BECN 3. LOOSEN COMPACT SOIL TO MINIMUM DEPTH OF 3 INCHES. a 5 GRASS-LEGUME SEED AREA BY PROJECT: OR WOOD SHALL BE APPLIED UNIFORMLY ETRE HAY ÇHIPS HYDRAULIC BY AE 3 2. SEEDER (SLURRY INCLUDING SEED AND FERTILIZER). DRILL OR EMORY E 8 COVERED WITH VEGETATION, ADD SHOULD TO IN ADDITION TO T 20-30 POUNDS DS NITROGEN PER ACRE NORMAL AMOUNT. INCH TEN ASEEN EGEE TIMES UNIVERSITY 8 SEED DIAMETER. SHOULD RAKED" LIGHTLY TO COVER SEED SOIL IF HAND. E WITH SEEDED GA565 1. E9 AACAEYS MULCH CAN BE PRESSED INTO THE SOIL WITH A DISK HARROW DISK SET OR WTH A SPECIAL "PACKER DISK." " DISKS MAY 5 IN DIAMETER IN CASES, 538 NE ex 8 12 E BE DULL OF VEGETATION CAN, MOST UITILE ESTABLISHED NO WITHOUT ATLANTA, GA 30307 IT - E LEAVING USE OF CAN AND IN STRAW OR BE HAY MULCH MOT E AFTER SEEDING BE AND VEGETATION FOR SHORT MULCH REFER WTHOUT APPROVALS - CONSIDERED PROTECTION. - SHOULD TERM CARRIER 2. OR HAY SPREAD SPECIAL BLOWER- TYPE EQUIPMENT MAY 1 3 TO DS1 DISTURBED AREA STABILIZATION (Ds1). - BE ANCHORED WITH EMULSFED ASPHALT (GRADE AE-5 OR SS-1. THE - E LANDLORD SHAL BE SPRAYED ONTO MULCH IS 8 E 00 GALLONS OF AND BECTD SHALL APPLIED AT A RATE NOT LEASING OF CAN BE TB THOROUGHLY WETTED CONSTRUCTION 8 TO A WILL NO LARGER DEPTH THAT RE SEED. SUBSEQUENT - 5 BE a APPLICATIONS SHOULD MADE WHEN E S NEEDED. - ONE BY BE TO - A ONE C SHALL INSTALLED ACCORDING REVISIONS - DATE -5 MANUFA SPECIFICATIONS. E 3. NETING A OF APPROPRIAT TE SIZE SHALL BE USED ANCHOR WOOD WASTE. OF NETING SHALL NOT BE LARGER PTDA THE AVERAGE SIZE OF WOOD CE CHIPS YE THYLENE FILM SHALL BE ANCHOR TRENCHED AT THE TOP AS WELL AS E INCREMENTALLY AS NECESSARY. ISSUED FOR: ZONING MULCH MATERIALS AND APPLICATION RATES PROJECT MANAGER: MRS DRAWING BY: JAH MATERIAL RATE DATE: 06/13/2025 STRAW OR HAY 2-4" DEEP TITLE: WOOD TEE R SAW 2-3" DEEP (ABOUT 6-9 TONS/ACRE) MATTING OR NETTING ACCORDING PPEAET MANUFACTURER EROSION CONTROL DETAILS POLYETHYLENE FILM CAN EEUPPES MUST EPE PEAAS AND SHEET NUMBER: Z-6 JOB/FILE NUMBER: 1398.007 Ds3 DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) Diamond THAT THE OF DISCREPANCIES BETWEEN ANY THE INFORMATION BELOW Commun ations LLC AOT THE IN TREE REPLACEMENT ASS LANDSCAPE PLANS & DETAILS, LATTER SHALL USED. ESEEET THE BE - 1. TO BE USED. MAY VERTICAL NOT BE WHERE BANKS OAS SHALL SLOPED SEEDING TO AND ENABLE FERTILIZING PLANT 1. THE LIME SOIL AND BADET A ScOm E SEEDING AND/OR HAY MULCH PLA LANTING. WILL BE THE SPREAD MULCH UNIFORMLY MAY BE SPREAD WITHIN BY 24 BLOWER-TYPE HOURS AFTER B OF SEED, EQUIPMENT, OTHER EQUIPMENT OR BY HAND. MULCH SHALL SEEDING AND FERTILIZING ARE TO AND ANCHORING STRAW HAY MULCH DISK IS APPLIED TO COVER 75% OF THE E PRSS SAFEL EE SURFACE.. CAN ED TO_BE E E BE WITH 7 M VEGETATON. DONE ANY SUITABLE EQUIPMENT. WOOD CELLULOSE OR WOOD FIBER MULCH SHALL BE APPLIED UNIFORMLY WITH FORESITE 3. WLL CAUSE BE 3 ELAE ON HYDRAULIC SEEDING EQUIPMENT. A SAFE AND OUTLET. DIVERSIONS 6 OTHER 4. THE EQUIPMENT, THE roup APPROPRIATE STANDARDS SHALL CONFORM WTH THE AND SPECIFICATIONS NCHED E TO TWO PLACES 6 TO 8 INCHES IN OR IMI site 395 es BART MULCH MEDIA ATELY AFTER APPLIC TION 1 GERMINAT RAS HAY BY ONE OF THE 100 SEED 44 AMogGN LIME EANPEERIHIZER WHICH MAY LODGE AND TE. HYDRAULIC SEEDING MAY ALSO BE USED. FOLLOWING METHODS: 368 E 1.A LAES REQUIRED RATE ONE TO TWO PER ACRE acht ntree Cor A 30092 OETUE LIME 1. HAY STRAW BE INTO IF A APPLIED WITHIN SIX 1. 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WHEN HYDRAULICSEEDING EQUIPMENT IS USED, THE INITIAL FERTILIZER SHALL BE 3. ALL SEED PROTECTED THE AND HIGH 3. CAN 2021. FALL REFER AND WINTER TO PROFESSIONAL - THE DAY STABILIZE aD WITH INNOCULANT (IF OR WOOD NO S CELLULOSE PULP AND PLANTED A - E ALE FROE BLANRESS SHALL BE APPLIED AT RATE OF ONE-QUARTER TO ONE-HALF A BE Ok-1s-2 1 A ANT, IF NEEDED, SHALL INOCULATED SEED SHALL REMAIN IN THE HYDROSEEDER THAN ONE HOUR. - LONGER APPLED I PER - & WITHT PRIOR THE THE 4. - BE ATION TO KEEP SEEDER. INGREDIENTS PLANTING ESTe MAY BE MES NEEDED ESH OR NO INCH ONE INCH E SOLN AND - OVER THE AREA TaN AD UNIFORMLY E E CONCENTRATED E MATERIALS BE INSTALLED AND THE B. E E € CCCN HYDROSEEDER. HYDRAULIC SEEDING TO ANCHORED ACCORDING MANUF FACTURERS - SPECIFIÇATIONS 2. FINELY BE APPLIED IN THE MULCH SLURRY OR IN THE SEED (NOCULATED IF NEEDED), FERTILIZER, AND CELLULOSE OR 5 WITH THE Eo PULP_FIBER MULCH WITH WATER'AND APPLYIN A DAMOEP UNIFORMLY OVER 3. PLA FERTILIZER E TO BE DONE, LIME AND SHALL BE THE AREA TO BE TREATED. APPLY WITHIN ONE HOUR AFTER THE MIXTURE IS MADE. BE TO ORNAMENTAL SHRUBS, a APPLIED IN OF 5 WAYS: ON APPLIED AROUND BARE 5 LAWNS. WHEN BEDDING MATERIALSA NOT SPECIFIED ON - EDSL IT BE ADNE a. APPLY Lo PREPARA ATION n WILL MIXED WITH THE SOIL PROJECT: - LANDSCAPE AND/OR TREE REPLACEMENT PLANS, THE CONTRACTOR SHALL SELECT A - T SEEDBED PREPARAT TION. PREPARED AND FOR AND SEEK PRIOR APPROVAL OF THE OWNER TO PLACE MATERIAL b. BEDDING SHOWN THE T - WITH AF SD THE EEES DFIRLTESS FURROWS. OR TRENCHED. OTHER MECHANICAL A SEEDING THE SEED IN SHEET. THE "MULCH REQUIREMENTS FOR PERMANENT STABILIZATI TION" TABLE ON THIS EMORY d. BE AT ROOT DEPTH IN THE CLOSING THE E UNIFORMLY OVER AREA TO BE TREATED. LIGHTLY WITH 1/8 9 COVER THE SEED UNIVERSITY BESIDE PINE SEEDLING. TO1/4 INCH OF SOIL FOR SEED AND 1/2 TO 1 INCH FOR LARGE SEED A A WHEN USING CULTPACKER OTHER SUITABLE EQUIPMENT. SHALL BE AT RATE NOT RUNOFF GA565 2 ERDATEAS APPLIED CAUSING AND EROSION. TO ON TREE REPLACEMENT TOPDRESSING NE IN AE BEEN 538 ex PERMISSIBLE ANNUAL PLANTING IS MELE E AND ON PERMANENT COVER COVER TOPDRESSING WILL BE APPLIED ON TEMPORARY AND PERMANENT (PERENNIAL) ATLANTA, GA 30307 ARE 5 E TO BE SHOWN IS EE 6 SPECLENNE SPECIES PLANTED ALONE CALAEY WITH SPECIES. RECOMMENDED 6- 6-5.3, 6.5-4 OF MANUAL E SPARSE ENOUGH ALLOW EE THE PERMANENT RATESOF APPLICATION F EE ON THIS. AND IN TABLE_6-5.1. OF THE APPROVALS NO- ET (PERENNIAL) SPECIES. TLL SEEDING APPROPRIATE SIXTH EDITION. E POR SEDIMENT CONTROL IN GEORGIA, SIXTH EDITION, AND APPROVED IN SHALL DONE WITH MANUAL FOR EROSION AND SEDIMENT CONTROL IN GA, EROSION TV 6 NO-TILL SEEDING EQUIPMENT. THE SEED MUST UNIFORMLY DISTRIBUTED AND CARRIER n BY E WRITNG ME OWNER. PLANTED AT THE PROPER DEPTH. E LANDLORD RYEGRASS NOT BE IN ANY SEEDING MIXTURES CONTAINING PERENNIAL SPECIES DUE 4 ITS PEENTB OUT-COMPETE DESIRED SPECIES CHOSEN FOR IS REQUIRED VEGETATION MULCH LEASING PERMANENT PERENNIAL wIcIE. COVER. APPLIED TO SEEDED E SHALL 757 COVER. PERMANENT CONSTRUCTION MULCH COVER SELECTION WHERE IS NOY SHOULD BE PLACED AT SEATEhON MAY NOT BE REQUIRED WHERE HYDRAULIC SEEDING AND AS INDIÇATED ON TREE REPLACEMENT OF AND/OR LANDSCAPING PLANS, OR THE REVISIONS FERTLIZING EQUIPMENT IS TO BE USED (BUT IS STRONGLY RECOMMENDED FOR ANY COVER PERMANENT OR APPROVAL VEGETATION THE OWNER. SHALL MULCH BE BASED SELECTION ON SELECTION FOR TEMPORARY GUIDELINES IN DATE SEEDING PROCESS, WHEN POSSIBLE). SEEDING IS TO BE USED, Ea SEEDBED PREPARATION WILL BE DONE WHEN AS FOLLOWS: CONVENTIONAL THE "MULCH REQUIREMENTS FOR PERMANENT STABILIZATION" TABLE ON THIS SHEET. CELLULOSE AND WOOD FIBERS SHALL NOT CONTAIN GERMINATION OR FACTORS. DISPERSED WHEN AGITATED IN E - FI BERS SHALL ADE E ALLOW VISUAL METERING AND AID IN UNIFORM APPLICATION DURING SEEDING. APPLY YING MULCH ISSUED FOR: ZONING PROJECT MANAGER: MRS DRAWING BY: JAH DATE: 06/13/2025 TITLE: EROSION CONTROL DETAILS SEE TABLES ON SHEET Z-9 SHEET NUMBER: NOT TO SCALE Z-7 JOB/FILE NUMBER: 1398.007 Diamond PLANTING AND FERTILIZER SCHEDULE FOR PERMANENT GRASSING Commun ations LLC PURE RATE PLANTING DATES YEARS TO FERTILIZER FERTILIZER N TOP LIVE SEED ANALYSIS SPECIES PER APPLY RATE DRESSING (PLS) PER 1,000 S.F. ACRE MTNS./ FER TILIZER N P K (Ib/Ac) RATE LIMESTONE PIEDMONT COASTAL FORESITE WEEPING ALOVEGRASS 0.1_LBS. 4_LBS. 3/15 6/15 3/1 6/15 2/1 6/15 FIRST 6 12 12 1500 50 roup VRGATA OR SRCA LESPEDEZA 1.4_LBS. 40_LBS. 3/15 6/15 3/1 6/15 2/15 6/1 SECOND 0 10 10 1000 99 SERICEA LESPEDEZA SEEDBEARING HAY 138_LBS. 3_TONS 10/1 - 3/1 10/1 - 3/1 10/15 2/1 FIRST 6 12 12 1500 50 009 368 44 OVERSEEDED WEEPING LOVEGRASS 0.05 LBS. 2_LBS. 3/1- 6/15 3/1-6/15 2/1 6/15 SECOND 0 10 10 1000 - HULLED COWMONS BERMUDAGRASS 0.2_LBS. 10_LBS. N/A 2/15 - 7/1 2/15 - 6/15 FIRST 6 12 12 1500 50 SERICEA LESPEDEZA 1.4_LBS. 60_LBS. N/A 3/1- 6/15 SECOND 0 10 10 1000 SEAL: UNHULLED COMMON BERMUDAGRASS 0.2_LBS. 10_LBS. N/A 11/1-2/1 2/15 6/15 FIRST 6 12 12 1500 50 VPEA OR 1.4_LBS. 40LBS. N/A 3/1 6/15 SECOND 0 10 10 1000 SERICEA LESPEDEZA SEED HAY 140_LBS. 3 TONS N/A 10/1 - 2/1 8 3/1 10/15 G EORG TALL 0.7_LBS 30_LBS 8/1 - 11/1 8/15 11/1 FIRST 6 12 12 1500 50(1) R 3/1-4/15 (3/15-5/1 2/15 6/1 CLEAN COMBINE RUN OR SERICEA LESPEDEZA 1.4LBS. 40_LBS. LESPEDEZA) 3/1 6/15 SECOND 0 10 10 1000 * * ER FOR PROFESSIONAL TALL FESCUEGRASS (ALONE) 1.1 LBS 50LBS 3/1-5/1, 8/15-11/1 FIRST 6 12 12 1500 0-50(1).(2) Ol-15- -25 N FESTUCA ARUNDINACEA 9/1-11/1 N/A SECOND 6 12 12 1000 & a COMMON BERMUDA, HULLED ALONE 0.2 LBS. 10LBS. N/A 4/1-4/31 3/15-5/31 FIRST 6 12 12 1500 50-100 CYIODONDACTYLON COAE SECOND 6 12 12 800 50-100 COMMON BERMUDA, UNHULLED 0.2 LBS. N/A 11/1-2/1 FIRST 6 12 12 1500 50-100 CYNODON DACTYLON (PLANT WITHI WINTER ANNUALS) 10 LBS. 10/1-3/1 SECOND 6 12 12 800 50-100 3 - SEEDING PLANTS PROJECT: 3 ES GFCLCANES ICAT ATIONS WHEN HIGH RATES ARE USED 6 # N 3 3SPLIT APPLICATIONS WHEN PLANTS A HEIGHT OF 2-4 INCHES. EMORY E E F UNIVERSITY GA565 MULCH REQUIREMENTS FOR PERMANENT STABILIZATION 538 ex NE MATERIAL RATE WHERE TO USE ATLANTA, GA 30307 a DRY STRAW 21 TONS/ACRE APPROVALS TEMPORARY COVER IN SEEDED AREAS 6 DRYHAY 2-1/2 TONS/ACRE CARRIER E WOOD CELLULOSE MULCH OR HYDRAULIC STRAW OR LANDLORD WOOD PULP FIBER 500 LB/ACRE HAY FOLLOWING ESE EFT LEASING 8 HYDRAULIC SEEDING) d8 WOOD CELLULOSE OR WOOD PULP 1,000 LB/ACRE USE FOR HYDRAULIC SEEDING ON CONSTRUCTION FIBER w/ TACKIFIER SLOPES 3/4:1 AND GREATER REVISIONS DATE (CONTAINING SERICEA LESPEDEZA MATURE HAY SEED) 3 TONS/ACRE USE ON AREAS MAY WHERE BE ESTABLISHED SERICEA LESPEDEZA IS GRAIN STRAW 4TO6" GRASS HAY 4"TO 6" COVERS FOR AREAS PLANTED WHERE ORNAMENTALS GROUND /TREE PINE NEEDLES 3"TO 5" MF PROJECT ISSUED FOR: MANAGER: ZONING MRS CHIPPED WOOD MULCH 4" TO6" NOT FOR e DRAWING BY: JAH WPS SEEDING PINE BARK 4"TO6" 2 DATE: 06/13/2025 T TITLE: 0 3 EROSION CONTROL DETAILS E SHEET NUMBER: Z-8 JOB/FILE NUMBER: 1398.007 PUBLIC ROAD SEDIMENT TRAP (SEE NOTE 8) Diamond Commun ations LLC FLOW SIDE VIEW 251 MN FORESITE FLOW roup E 99 f FLOW 009 368 44 CULVERT UNDER ENTRANCE (IF NEEDED, SEE SITE PLAN) SEAL: DIVERSION RIDGE VAN (SEE NOTE 6) " MIN. 2 0 8 EORG E N.S.A R-2 (1.5"-3.5") 0o COARSE AGGREGATÉ * * 2" TIRE WASHRACK AREA/ EXIT DIAGRAM PROFESSIONAL -25 a TIRE WASHERS & Ol-15- a FRONT VIEW COARSE AGGREGATE a COAE (N.S.A R-2) GEOTEXTILE MAX. O.C. UNDERLINER - a 3 6"MIN. PROJECT: T I = IT7 EMORY UNIVERSITY FABRIC GA565 E 3 ENTRANCE ELEVATION f 538 ex NE ATLANTA, GA 30307 E APPROVALS CARRIER - 2. LOCATING ALL EPASSN FASGEEO OR LAUEUBVES AT MATERIAL ON PUBLIC FROM SOADE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE LANDLORD 3. AGGREGATE BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 STONE). Fs SIZE SHALL (1.5"-3.5" LEASING 8 TRENCH GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 8 POINTS NO THAN CONSTRUCTION 3 % BVT MCAES THAN 0: IF REVISIONS DATE bo 8. WHEN IT BE ONA CRUSHED STONE THAT DRAINS INTO AN OR - SEDIMENT SEDIMENT BASIN (DIVERT SURFA FACE RUNOFF AND DRAINAGE FROM THE TO A ALL ENTRANCE - APPROVED SEDMENT CONTROL DEVCE). 9. - BE IF NECESSARY, WASHRACK E DESIGN DG DF EEPANCRE SAFA FANDER DIRT. A A ETER IN PBTE 10. MAINTAIN AREA WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ISSUED FOR: ZONING WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION PROJECT MANAGER: MRS 2. HEIGHT SHOWN ON EROSION, SEDIMENTATION, FR (*) IS TO BE THE AND POLLUTION CONTROL PLAN. DRAWING DATE: BY: JAH 06/13/2025 TITLE: SILT FENCE - TYPE NONSENSITIVE (TYPE A & B) CRUSHED STONE CONSTRUCTION EXIT (Sd1-NS) NOT TO SCALE Co NOT TOSCALE EROSION CONTROL DETAILS SHEET NUMBER: Z-9 JOB/FILE NUMBER: 1398.007 Diamond Commun ations LLC MOIE PAINTED BROWN COVERED ANTENNA SOCKS" E AGING POLE COLOR: PAINTED BROWN - PROPOSED FORESITE LIGHTNING ROD roup APPURTENANCE 38t SELA AGL 368 44 009 4SI TOWER AGL RS ma RAD = 6 FUTURE CARRIER 6 SEAL: RAD CENTER = ABPCDAITE 9 8 AUDE CENTER CARRIER = AES DEDNTE 6 0 EORG 2 FUTURE CARRIER 6 * * RAD CENTER = 116 AEGAITE PROFESSIONAL 75 7 TOWER-NOTES & Ol-15- 1. PROPOSED TOWER, a ANDE hEE WILL COAE 2. SHOWN IS FOR 3. NOT REQUIRED PER a FAA. A FAA B. TERMINATION IS 5 REQUIRED. PROJECT: EMORY B I UNIVERSITY GA565 I 5 538 ATLANTA, ex GA 30307 NE E APPROVALS CARRIER I BRE DOWN PREL INSTALLED 6 LANDLORD LEASING 8 d8 PROPOSED MONOPINE DIAMOND TOWER CONSTRUCTION PROPOSED COMPOUND REVISIONS DATE FENCE (TYP.) 24" WIDE 0 8' TALL WITH CAP ISSUED FOR: ZONING PROJECT MANAGER: MRS e 4E 0.0 GRADE (AGL) DRAWING BY: JAH 2 DATE: 06/13/2025 B TITLE: 0 CONCRETE COLU LUMN WITH BRICK VENEER 3 TOWER ELEVATION TOWER ELEVATION E SHEET NUMBER: NOT TOSCALE Z-10 JOB/FILE NUMBER: 1398.007 4" O.D. PIPE SCHEDULE 60 IN ACCORDAI ANCE WITH LOCAL DESIGN. WELDED AIN- PIPE SQUARE : BE LVANIZED. NO PLATED ED MATERIAL SHALL BE ALLO OWED. AN52 LOCATION SLAT AS ON GATE DETAIL. PROJECTION MATCH EXISTING 5. FRAME BE 2"x4". ABC SHALL Diamond E FENCE TO BE BROWN IN COLOR E GATE TOP OF WALL LINE POST SHALL NATURAL BE 2' SCH 40 PIPE HOT DIPPED GAL LVANIZED. 4" SCH WOOD CAP Commun ations LLC PROJECTION TO 8. T BRo MATCH EXISTING TERMINAL POST SHALL BE 3" SCH 40 PIPE HOT DIPPED GALVANIZED. GATE 0S7 2-"x4" 9. GATE FRAME WORK SHALL BE 2" SCH 40 PIPE_HOT DIPPED GALVANIZED. WOOD CAP 10. GATE POST SHALL BE 4" SCH 40 PIPE HOT DIPPED GALVANIZED. BRo" BRICK 2'x4" 3 CAP COURSES 2'x4" 1"x6" WOOD - PLAN PANEL" N FORESITE SECTION GATE (SEE DETAIL) roup - WOOD 0 O.D. PIPE SCHEDULE 60 ite PASE INTERIOR EXTERIOR Da 38t I E FILL w/ CONCRETE SIDE SIDE ree 009 368 44 THOOK WELDED E 2"x4" PLAN AS SHOWN IN DETAIL 0o SEAL: a #5 REBAR BOTH SIDES 'FORC COLUMNMIN. 3'FOR (WELD TO PIPE) DBLGATE PEAGE 1 8 G CONCRETE FOOTING FINISHED GRADE FORC 2 R 6" #57 STONE 1-8" PROPOSED GRAVEL PROPOSED -0" * * SQUARE COMPOUND G C C C cats PROFESSIONAL Ok-1s-2 & BRICK COLUMN EXTERIOR SIDE WOOD FENCE DETAIL SECTION VIEW NOT TOS SCALE NOT TOSCALE NOT TOSCALE COAE DIAGONAL ROD WITH STEEL 4" GATE SCH_40 POST 8'- -0" (MAX.) PIPE GRIP TURNBUCKLE (TYP.) WOOD 4" GATE PIPE GRIP TE B6 BOARD TIE (TYP.) (TYP.) 4-o" (MAX.) 2" 2" PROJECT: 1'x6" WOOD 4" SCH 40 GATE POST PANEL EMORY AY A 2"x4" f 6 UNIVERSITY F a GA565 538 ex NE ATLANTA, GA 30307 a E APPROVALS de de CARRIER - LANDLORD LEASING 00 de CONSTRUCTION, REVISIONS DATE N F de x4 EERRRAPSXXXXXXX4 SX9XXXXXXXXXXX4 R D A4 - PROPOSED PROPOSED BAR WITH ISSUED FOR: ZONING GRAVEL PROJECT MANAGER: MRS COMPOUND 2" HANDLEE AND INTO ETE DRAWING BY: JAH (MIN.) DATE: 06/13/2025 A NON Rd u TITLE: TYPE. SUBMIT TO ENGINEER FOR E APPROVAL FINISHED GRADE ENCASE FENCE POST IN PROPOSED GRAVEL CONCRET ETE 6" MIN. ALL SIDES COMPOUND WOOD FENCE DETAILS SHEET NUMBER: 12-0" DOUBLE SWING GATE DETAIL FOR WOOD FENCE (INTERIOR SIDE) INTERIOR SIDE WOOD FENCE DETAIL Z-11 NOT TOS SCALE NOT TO SCALE JOB/FILE NUMBER: 1398.007 ELECTRICAL INSTALLATION.NOTES ELECTRICAL ISTAIATOLNOTES_CADN ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 26. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE E AND COC OF ATE RE ITS AND SERVIC ICE LOCAL CODES. WITH ROUTING TELEPHONE COMPANY. Diamond Commun ations LLC ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. 27. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS sO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 28. ALL SAFETY SWITCHES SHALL BE NEMA FOR INDOOR, NEMA 3R FOR OUTDOOR, UL LISTED 200K SCCR RATED, REJECTION TYPE, WITH RK1 FUSES. FUSES SHALL HAVE AN AIR OF 200K AND SHALL HAVE A LIMITING RATING AS SHOWN IN THESE WIRING, RACEWAY AND SUPPOI R METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. DRAWINGS. EQUIPMENT AND ACCESSORIES SHALL BE RATED FOR 75 DEGREES CELSIUS OR HIGHER. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 29. ALL LOAD CENTERS SHALL BE 42 SPACE UNLESS NOTED OTHERWISE, NEMA 1 FOR INDOOR, NEMA 3R FOR OUTDOOR, MCB CABLES SHALL NOT BE ROUTED THROUGH LADDER-STMLE CABLE TRAY RUNGS. WTH CONVERTIBLE MAINS, UL LISTED 22K IA OR HIGHER SCCR, WITH 22K AIR BREAKERS, BREAKERS AND LOAD CENTER RATED FOR DEGREES CELSIUS OR HIGHER. BREAKERS A FORESITE SHALL BE 75 SHALL HAVE LIMITING RATING AS SPECIFIED ON THESE EACH END OF EVERY POWER, POWER PHASE ONDU CT TOR (L.E., HOTS), GROUNDING, AND T1 CONDU CTOR AND CABLE SHALL BE DRAWINGS. group LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, K INCH PLASTIC ELECTRICAL TAPE WITH UV 30. CONTRACTOR SHALL LABEL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC 110.16 AND 110.24. 99 PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NE & OSHA. Da A 368 44 31. CONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR IS INSTALLED ree 30092 ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LA AM ACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE PROPERLY AT SERVICE ENTRANCE. LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION ON, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH 32. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION OR VERMIN 5 CIRCUIT ID NUMBERS (IE., PA AN ELBOARD AND CIRCUIT ID's). INFESTATIONS. SEAL: e PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH 33. DURING TRENCH BACK-FILLING FOR EACH UNDERGF ND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, ENGRAVED LAMACOID PL LASTI IC ABE EL PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE. 3 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), G FORC 600 V, OIL RESISTANT THHN OR THWN-2 OR XHHW-2, STRAND NDED COPPER CABLE RATED FOR 90'C (WET AND DRY) OPERATION; R 3 LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. * M * PROFESSIONAL 3 11. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MUL T- CONDUCTOR, TYPE USE-2 CABLE (314 AWG OR Ok-1s-2 V, & LARGER), 600 OIL RESISTANT RHW-2 OR XHHW-2, STRANDED COPPER CABLE RATED FOR 90'c (WET AND DRY) OPERATION; GROUNDING_NOTES 5 WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCAT ON USED, UNLESS OTHERWISE SPECIFIED. RIM CCCN 12. ALL POWER AND GROUNDI NG CONNE ECTIONS SHALL BE ST E, OMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 1. ALL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTH RMIC WELDING PROCESS (CAD WELD OR EQUAL) EXCEPT FOR EQUIPMENT BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 90'c. THAT MAY BE MECHANICALLY FASTENED. ALL LUGS SHALL BE TWO HOLE, LONG BARREL TYPE, FOR COPPER, UNLESS OTHERWISE 13. RACEWAY AND CABLE TRAY SHALL BE ISTED OR ABELED FOR LECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NOTED. PROJECT: NEC. 2. ALL GROUND RODS SHALL BE INSTALLED AT 30" BELOW GRADE PER MANUFACTURER'S SPECIFIÇATIONS. UNDERGROUND GROUNDING CONDUCTORS SHALL BE 30" BELOW GRADE. 14. ME TALLIC TUBING (EMT) OR RIGID METAL LLIC OS EMORY ELECTRICAL CONDU (RMC) SHALL BE USED FOR EXPO INDOC LOCATIONS. 3. ALL EXTERIOR GROUND CONDUCTORS SHALL BE MIN. #2 AWG SOLID TINNI BARE COPPER WIRE. EQUIPM EN NT GROUND CONDUCTORS UNIVERSITY 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID METALLIC CONDUIT (RMC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SHALL BE MIN. #6 GREEN INSULATED, UNLESS OTHER RWISE NOTED. GA565 16. RIGID NON-METALLIC CONDUIT (L.E., RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF 4. GROUND RODS FOR GROI OUND RING SHALL BE SPACEI D AT BETWEEN 2 LE OF ROD (MIN.) AND 2.5 LENGTH OF ROD (MAX.) TO OCCASIONAL LIGHT VEHICLE TRAFFIC OR IN AREAS OF HEAVY VEHICLE TRAFFIC, GALV VANIZED RIGID CO ONDUIT SHALL BE USED. MAXIMIZE EFFICIENCY. 538 NE ex ATLANTA, GA 30307 17. ALL OUTDOOR EXPOSED CONDUIT SHALL BE RMC AND SHALL BE SUPPORTED ADEQUATELY. 5. ANY METAL OBJECT WITHIN 6 FEET OF THE TOWER OR EQUIPMENT GROUND RING SHALL BE BONDED DIRECTLY TO THE RING. APPROVALS 18. LIQUID-TIGHT FLEXIBL METALLI CONDUIT LTMC) SHALL BE USED INDOORS AND OUTDOORS, WHERE VBRATION OCCURS OR 6. THE MINIMUM BENDING RADIUS FOR ALL GROUNDING CONDUCTORS #6 AWG OR LARGER SHALL BE 24: CARRIER FLEXIBILITY IS NEEDED. LFMC SHALL CONFORM TO NEC ARTICLE 350. 7. ALL ABOVE GRADE GROUND CONDU TORS SHALL BE ROUTED DOWNWARD TOWARD EARTH AND HORIZO AL ONLY WHERE NECE SSARY. LANDLORD 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TVPE AND APPROVED FOR THE LOCATION USED. SET 8. ALL CONDUCTORS SH HALL BE ROUTED SUCH THAT THERE ARE NO INCLU ANGLES OF LESS THAN 90 EGREES. LEASING SCREW FITTINGS ARE NOT ACCEPTABLE. 9. PRIOR TO CONNECTING TO UTILITY, THE CONTRACTOR SHALL PERFORM IEEE FALL-OF- -POTENTIAL RESISTANCE TO EARTH TESTING (PER CONSTRUCTION, 20. CABINETS, BOXES, AND S SHALL BE LIS STI ED OR LA FOR USE IN AC CORI ANCE WITH NEMA, UL, ANSI/IEEE, IEEE 1100 AND 81) FOR GROUND TRODE SYSTEMS. THE CONTRACTOR SHALL FURNISH AND INSTALL SUPI PPI LE EMENTAL GROUND NEC. REVISIONS AND DATE ELECTRODES AS NEEDED TO ACHIEVE A RECOMMENDED TEST RESULT OF 5 OHMS OR LESS INDEPENDENT OF UTILITY GROUND. 21. WIREWAYS SHALL BE EPOXY Y-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE 10. ALL GROUNDING SHALL COMPLY WITH THE N.E.C. AND UL96A LIGHTNING PROTECTION STANDARD. PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 11. ALL GROUNDING COMPONENTS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 22. QU MENT BINE ETS, TERMI BOXES, TIC ON BOXES, AND PULL BOXES SHALL BE GALV VA ED OR TED SHEET 12. ANY METAL CONDUIT MOUNTED ON THE TOWER SHALL BE BONDED TO THE TOWER AT EACH END. STEEL, SHALL MEET OR EXC CE UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROT TE EC TED (WP OR BETTER) 13. ALL EXPOSED GROUNDING SHALL BE IN NON-METALLIC FLEX CONDUIT AND SECURED AS NECESSARY. PROJECT ISSUED FOR: MANAGER: ZONING MRS OUTDOORS. 14. WHEN BONDING TO EQUIPMENT, REMOVE PAINT TO BARE STEEL AND PROTECT WITH A COATING OF NO-0X. DRAWING BY: JAH 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR 15. APPROVED ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. DATE: 06/13/2025 EXCEED UL 514A AND NEMA oS 1 (OR BETTER) INDOORS, OR WEA THER PROTEC (wP OR BETTER) OUTDOORS. TITLE: 16. BOND ICE BRIDGE SECTIONS TOGETHER EXOTHERMICALLY OR WITH 2 HOLE LUGS. BOND ICE BRIDGE TO SUPPORT POSTS. 24. NON-METALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCE EED NEMA oS 2; AND RATED NEMA 1 (OR BETTER) 17. THESE NOTES ARE NOT ALI-ENCOMPASSING REFER TO CARRIER/TOWER OWNER FOR COMPLETE GROUNDING GUIDELINES. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. CONTRA ACTOR SHALL APPLY FOR ELECTRIC CAL SE RVICE ELECTRICAL AS SOON AS POSSIBLE NOTES AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. SHEET NUMBER: Z-12 of JOB/FILE NUMBER: 1398.007 CONDUITKEYNOTES 0 PROPOSED MULTI-GANG METER BANK Fes TO INSTALL GROUND RODS 2 & BAFROPCED PS COACUT FINAL Diamond ROUTING. FINAL DESIGN 2. - Commun ations PER UTILITY LLC 2" CONDUIT FOR POWER. A BpCED SHALL VERIFY FINAL 3. CONDUCTORS ARE FINAL DESIGN ROUTING. SFPD COPPER MRE E NOTED GROUNDING KEY_NOTES Q PROPOSED FENCE & GATE GROUNDING FORESITE ADJACENT PROPERTY 8) PROPOSED TOWER GROUND RING LINE (TYP.) EXISTING FENCE roup (TYP.) C) E RANLS & EQUIPMENT 99 E GROUND RING 009 368 44 QHE Q8o OHE Quo PARENT PARCEL LINE (TYP.) OHE Q89 SEAL: QHE Q8e 8 HE 8 PROPOS SED LEASE LINE OHE OHE Q89 0 EORG OHE Q8o 8 & OHE * * HE d8o OHE Q8o 89 PROFESSIONAL 3 DHE Quo e & O-1s-2 OHE QN9 8 a Q89 PROPOSED ORRO) a HE MONOPINE TOWER COAE HE Quo GRD JHS Quo GRD a 8 3 CANCRETE PROJECT: COLUMNS VENEER E SRD EMORY ER I GRD UNIVERSITY 9 GRD EBUACCN MCTRSE AIDENETRO GRID GRD GEORGIA POWER STANDARDS GA565 a C) GRD Eo LOCATIONS TYP.) GRD 538 ex NE ATLANTA, GA 30307 E es SRD GRD APPROVALS GRD 6 RD CARRIER GRD LANDLORD EXISTING WALL LEASING 8 de CONSTRUCTION / E7 REVISIONS DATE PROPOSED & UTILITY BMRESA LEGEND: ISSUED FOR: ZONING PROJECT MANAGER: MRS PROP OS SED GROUND ROD TEST WELL DRAWING BY: JAH PROPOSED GROUND ROD DATE: 06/13/2025 6 TITLE: PROPOSED EXOTHERMIC WELD GRAPHIC SCALE PROPOSED MECHANICAL GROUND O' 5' 10' SITE SERVICE ROUTING CONNECTION & COMPOUND PROPOSED GROUND BUSS BAR PROPOSED GROUNDING SYSTEM GRD SITE SERVICE ROUTING & COMPOUND GROUNDING PLAN (SCALE IN FEET) GROUNDING PLAN E 11x17 SCALE: 1"=10' SHEET NUMBER: ROPOSED POWER ROUTING UG/E 24x36 SCALE: 1"-5' Z-13 PROPOSED TELCO ROUTING FOC - JOB/FILE NUMBER: 1398.007 Diamond Commun ations LLC FORESITE roup 38t 009 368 44 f NEW 24'x36'x24" SEAL: E LE BOTTOM FIBER T BURIED BELOW. FINISHED GRADE A FOC (RIGID STEEL CONDUIT BASE: DEEP (MIN.). EXTENDING E E 8 PLUG FOR SPARE) 6" OF THE THE EXTERIOR G FORC ER HANDHOLE. 2 R B ALL FRES CONDUITS BEEN à SEALED WITH DUCT ENDS "VZW FIBER * * r PEIDAEE PROFESSIONAL 3 - PR GRADE COARSE GRAVEL & Ok-1s-2 S ARR7 GRADE 6" MIN. - 1 EXISTING BACKFILL a a he - CCCN RIGID STEEL a FIBER COMPACTED DAPTCR WITH FIBER BACKFILL 3 RECE PROJECT: AND OF FIBER E WITH RIGID Et 3 EMORY POWER E OSTER 8 MATERIAL UNDERGROUND MIN. FIBER CONDUITS e CONDUIT (SEE PLAN) SAN E UNIVERSITY DETAIL FOR COVER) GA565 6" SEPARATION (CONFIRM WITH NE LOCAL UTILITY PROVIDER) 538 ex ATLANTA, GA 30307 a APPROVALS 6 CARRIER LANDLORD LEASING 8 de CONSTRUCTION REVISIONS DATE ISSUED FOR: ZONING PROJECT MANAGER: MRS DRAWING BY: JAH DATE: 06/13/2025 TITLE: UTILITY TRENCH DETAIL UNDERGROUND CONDUIT STUB-UP FIBER HANDHOLE DETAIL NOTT TO SCALE NOT TOSCALE NOT TO SCALE CONDUIT DETAILS SHEET NUMBER: Z-14 JOB/FILE NUMBER: 1398. .007 Diamond ACCES S GATE Commun ations LLC EXOTHERMIC WELD GATE POST EXOTHERMIC WELD EXOTHERMIC BODNE WELD JUMPER GRAVEL COMPOUND FENCE FORESITE POST 3 GBAVSUNO roup 99 009 368 44 GATE E E AS NOP SEAL: 8 EXOTHERMIC WELD G FORC R GRAVEL * &o INSULATOR * UN BED SOIL 8 & PROFESSIONAL 1 - 1e8 y & O-1s-2 8 - UNDISTURBED SOIL a a CONCRE TE COAE FOOTER a BAPBED 3 PROPOSED SOLID BELOW GRADE CONCRETE PROJECT: M SERAE CSO FOOTER E BELOW GRADE EMORY I UNIVERSITY FENCE AND GATE GROUNDING DETAIL GA565 NOT TO SCALE LOCATED 538 ex NE ATLANTA, GA 30307 8 GROUND ROD WELL COVER COMPOUND BASE APPROVALS FINISHED GRADE CARRIER GROUND ROD WELL SHALL BE- 7 0 gy A LANDLORD A MINIMUM OF 8" DIAMETER R M 08 LEASING COMPACTED BACKFILL CRPINDY CONSTRUCTION 2 BARE - R R FNSEP AWG CSPID TBEP PIGTAIL 9 REVISIONS DATE 1 1 #2 TINNED BARE 5 AMGEER GROUND RING / GROUND BE 7 A MINIMUM E E: CR d0 ISSUED F SAS FOR: ZONING 6" EXOTHERMIC PROJECT MANAGER: MRS EXOTHERMIC C AGGREGAT TES OR 10'-0" E B ALI WELD N. 6 CRUSH RUN MIN. CONNECTION TREATED MED POSSIBLE. DRAWING BY: JAH 9 -ON GROUND VSF 12" DEEP LVANIZED COATS PAINT COLD 5/8" DIAMETER COPPER CLAD DATE: 06/13/2025 GROUND SYSTEM. TMOABA 10'L STEEL GROUND ROD LONG. TITLE: 8 OF GROUND ROD B CLAD DRIVEN GROUND SOPRSS N GANICTS WITH SOIL GROUNDING DETAILS E GROUND ROD TEST WELL DETAIL GROUND ROD DETAIL SHEET NUMBER: Z-15 of NOTT TOSCALE NOT TOSCALE JOB/FILE NUMBER: 1398.007 Diamond Commun ations LLC NOTICE FORESITE roup Diamond 368 99 44 009 (9) Communications LLC 14 f NAME: EMORY_UNVERSITY BEYOND THIS POINT: SEAL: SIEE NUMBER: GA565 INFORMATION FCC REGISTRATION NUMBER: NA 18" RADIO FREQUENCY ENVIRONMENT AREA FederalC Tower Communications Registration Number Commission AUTHORIZED PERSO ONLY FORL LEASING NFORMATONE IN CASE OF DMERGENCYE BEYOND THIS VII 8 ed onr sign ing point all 0 EORG NA for workingi site radio trequency E NO TRESPASSING Posted na to ower roistratien om * * POSTING OF THIS SION REQUIRED BY LAW ATCFRI 419) PROFESSIONAL O-1s-2 & 24" 12" 10" COAE OWNER CONTACT SIGN FCC REGISTRATION SIGN NOTICE RF SIGN (BLUE) BLACK/RED LETTERING. WIE/BLACKLETERNG WHITE/BLUE WHITE/BLACK LETTERING. E QUANTITY: E QUANTITY: & BASE OF TOWER. GATE & CENTERLINE OF FENCING AROUND (QTY. PROJECT: WHERE INSTALLED E ACCESS GATE (QTY. 5) EMORY UNIVERSITY GA565 538 ex NE ATLANTA, GA 30307 NOTICE APPROVALS DANGER CARRIER LANDLORD AUTHORIZED LEASING 10" CONSTRUCTION PERSONNEL NO REVISIONS DATE ONLY TRESPASSING 14" 14" ISSUED FOR: ZONING AUTHORIZED PERSONNEL SIGN DANGER NO TRESPASSING SIGN PROJECT MANAGER: MRS MHITE/BLUE BACKGROUND. WMTE/BIACKIETERNG EEAGEBACKGROUND IE/BLACKLETTERNG DRAWING BY: JAH E LOCATION: GATE &BASE OF TOWER. SOLTRE QUA LOCATION: GATE & BASE OF TOWER. DATE: 06/13/2025 WHERE ACCESS GATE INSTALLED (QTY. 2) WHERE ACCESS GATE INSTALLED (QTY. 2) TITLE: SITE SIGNAGE SHEET NUMBER: Z-16 JOB/FILE NUMBER: 1398.007 Sabre Industries INNOVATION DELIVERED Structural Design Report 150' Monopine Site: Emory University, GA Site Number: GA565 Prepared for: DIAMOND COMMUNICATIONS LLC by: Sabre Industries TM Job Number: 24-2488-JDS-R2 April 15, 2025 Monopole Profile. 1 Foundation Design Summary (Preliminary) (Option 1). 2 Foundation Design Summary (Preliminary) (Option 2). 3 Pole Calculations. 4-26 Foundation Calculations. 27-36 QSK No. $É000658' PROFESSIONAL - R. 41525 Designed Appurtenance Loading Elev Description Tx-Line 3 x12" g 60,180", 300 145 3V-Boom- 10RF Face- 3ft Standoff 145 (1),25,000s sq. in. (80001 Ibs)(belowt top) (12) 15/8" 135 3T-Arm- 10 Face- -3' Standoff 135 (1)30,000 Sq. Inches 8,000# (belowt top) (12) 15/8" 133'18 8'x12. 125 3T-Arm- 10 Face- 3' Standoff @60"1 ,180, 300* 125 (1)1 15,000 sq. in. (30001 Ibs)(belowt top) (6) 15/8" Design Criteria ANSI/TIA-222-H 5 e E a 123'1 8"x12" Winds Speed (Nolce) 107mph a @e 60", 180", 300* Winds Speed (Ice) 30mph Design! Ice Thickness 1.50in Risk Category II Exposure Category B u E 11318 8'x12 @60-,18013 300" TopographicF Factor Procedure Method1 1( (Simplified) Topographic Category GroundE Elevation 976ft 103 8"x12" Seismicl Importance Factor, le 1.00 U @60-,18013 300" 0.2-sec SpectralF Response, Ss 0.184g 5 1-sec Spectral Response, S1 0.0859 9 Site Class D(DEFAULT) SeismicD Design Category C Basics Seismic Force-Resisting System Telecommunication Tower (Pole: Steel) Limit State Load Combination Reactions Load Combination Axial (kips) Shear (kips) Moment (ft-K) Deflection (Ft) Sway (deg) 1.2D+1.0Wo 75.91 53.4 5930.94 11.75 8.88 0.9D+1.0Wo 56.97 53.34 5810.68 11.38 8.55 3 12D*10D+10WI 136.34 6.64 826.82 1.81 1.4 6 - 12D+10EV+1.0EN 78.29 1.89 264.73 0.64 0.51 e - 0.9D- 1.0Ev+ 1.0Eh 54.39 1.89 256.6 0.61 0.48 1.0D+1 1.0Wo( (Service @ 60 mph) 63.26 15.01 1655.59 3.32 2.48 Base Plate Dimensions Shape Diameter Thickness BoltO Circle Bolt Qty Bolt Diameter Round 69.25 2.5" 63.5 20 2.25" Anchor Bolt Dimensions Length Diameter Hole Diameter Weight Type Finish 3 84" 2.25" 2.625" 2422 A615-75 Galv Notes 1) Antennal 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) This tower design and, if applicable, the foundation design(s) shown on the following page(s) also meet or exceed the requirements of the 2018 International Building Code. 5) Full Height Step Bolts 6) Tower Rating: 99.3% 7) This structure has been tree branches - designed to support pine starting at the 45' elevation to an overall height of 155. T 10.5'x25.5 @s 90", 270* 1 10.5'x25581 180", 360* - GL e E E 0 T 3 8 8 Sabre Industries Job: 24-2488-JDS-R2 7101 Southbridge Drive Sabre Industries P.O.E Box 658 Customer: DIAMOND COMMUNICATIONS LLC INNOVATION DELIVERED Phone:0121258-680 Sioux City, IA5 511 102-0658 Site Name: Emory University, GA GA565 Fac (712)279-0814 Inforation contained herein is of Sabre Communications Corporation, constitutes at trade Description: 150' Monopine as definedb by Code E notber wholeo or partf fora any E whatsoever = the prior E - Date: 4/15/2025 By: ARH Page 1 No.: 24-2488-JDS-R2 Date: 04/15/25 Sabre Industries, By: ARH INNOVATION DELIVERED Customer: DIAMOND COMMUNICATIONS LLC Site: Emory University, GA GA565 150' Monopine PRELIMINARY -NOT FOR CONSTRUCTION- Notes: 1) Concrete shall have a minimum 28-day compressive strength of 4,500 psi, in 7-0" accordance with ACI 318-14. Grade Dia. 2) Rebar to conform to ASTM specification 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 presumptive clay soil as defined in ANSI/TIA- 222-H-2017. It is recommended that a soil analysis of the site be performed to verify the soil parameters used in the design. 6) The bottom anchor bolt template shall be ELEVATION VIEW positioned as closely as possible to the (53.45 Cu. Yds.) bottom of the anchor bolts. (1 REQUIRED; NOT TO SCALE) Rebar Schedule for Pier (36) #10 vertical rebar w/ #5 ties, (2) within top 5" Pier of pier, then 8" C/C Information contained herein is the sole property of Sabre Industries, constitutes a trade secret as defined by lowa 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 Industries. 7101 Southbridge Drive P.O. Box 658 Sioux City, IA 51102-0658 Phone 712.258.6690 Fax 712.279.0814 Page 2 No.: 24-2488-JDS-R2 Date: 04/15/25 Sabre Industries, By: ARH INNOVATION DELIVERED Customer: DIAMOND COMMUNICATIONS LLC Site: Emory University, GA GA565 150' Monopine PRELIMINARY -NOT FOR CONSTRUCTION- Notes: 1) Concrete shall have a minimum 28-day compressive strength of 4,500 psi, in 7-0" accordance with ACI 318-14. Grade Dia. 2) Rebar to conform to ASTM specification 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 presumptive clay soil as defined in ANSI/TIA- 222-H-2017. It is recommended that a soil analysis of the site be performed to verify the soil parameters used in the design. 6) 4 ft of soil cover is required over the entire area of the foundation slab. a o. a 28'-0" / ELEVATION VIEW (64.49 Cu. Yds.) (1 REQUIRED; NOT TO SCALE) 7) The bottom anchor bolt template shall be positioned as closely as possible to the bottom of the anchor bolts. Rebar Schedule for Pad and Pier (38) #9 vertical rebar w/ hooks at bottom w/ #5 Pier ties, (2) within top 5" of pier, then 4" C/C (38) #10 horizontal rebar evenly spaced each Pad way top and bottom (152 total) nformation contained herein is the sole property of Sabre Industries, constitutes a trade secret as defined by lowa 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 Industries. 7101 Southbridge Drive P.O. Box 658 Sioux City, IA 51102-0658 Phone 712.258.6690 Fax 712.279.0814 Page 3 (USA 222-H) - Monopole Spatial Analysis (c)2017 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Mebiww.gymast.com Processed under license at: Sabre Towers and Poles on: 15 apr 2025 at: 15:33:53 150' Monopine / Emory University, GA * All pole diameters shown on the following pages are across corners. See profile drawing for widths across flats. POLE GEOMETRY ELEV SECTION No. OUTSIDE THICK RESISTANCES SPLICE OVERLAP. w/t NAME SIDE DIAM -NESS *Pn *Mn TYPE LENGTH RATIO ft in in kip ft-kip ft 149.0 19.29 0.250 1105.4 424.0 A 18 12.2 32.09 0.250 1715.9 1106.4 100.5 32.09 0.250 1715.9 1106.4 A/B 18 SLIP 4.50 1.67 32.79 0.375 2822.0 1845.4 96.0 32.79 0.375 2822.0 1845.4 B 18 14.2 44.05 0.375 3617.2 3197.3 53.2 44.05 0.375 3617.2 3197.3 B/C 18 SLIP 6.25 1.69 44.97 0.500 5162.1 4632.7 47.0 44.97 0.500 5162.1 4632.7 C 18 14.8 57.36 0.500 6309.8 7259.1 0.0 POLE ASSEMBLY SECTION BASE BOLTS AT BASE OF SECTION. CALC NAME ELEV NUMBER TYPE DIAM STRENGTH THREADS IN BASE SHEAR PLANE ELEV ft in ksi ft A 96.000 0 A325 0.00 92.0 0 96.000 B 47.000 0 A325 0.00 92.0 0 47.000 C 0.000 0 A325 0.00 92.0 0 0.000 POLE SECTIONS : Page 4 SECTION No.of LENGTH OUTSIDE.DIAMETER BEND MAT- FLANGE.ID FLANGE.WELD NAME SIDES BOT TOP RAD ERIAL BOT TOP GROUP.ID.. ID BOT TOP ft in in in A 18 53.00 33.29 19.29 0.625 1 0 0 0 0 B 18 53.50 45.72 31.59 0.625 2 0 0 0 0 C 18 53.25 57.36 43.30 0.625 3 0 0 0 0 Diameter of circumscribed circle MATERIAL TYPES TYPE OF TYPE NO OF ORIENT HEIGHT WIDTH THICKNESS. IRREGULARITY SHAPE NO ELEM. WEB FLANGE PROJECTION. % OF ORIENT AREA & deg in in in in deg PL 1 1 0.0 33.29 0.25 0.250 0.250 0.00 0.0 PL 2 1 0.0 45.71 0.38 0.375 0.375 0.00 0.0 PL 3 1 0.0 57.36 0.50 0.500 0.500 0.00 0.0 & - With respect to vertical MATERIAL PROPERTIES = = MATERIAL ELASTIC UNIT STRENGTH THERMAL TYPE NO. MODULUS WEIGHT Fu Fy COEFFICIENT ksi pcf ksi ksi /deg 1 29000.0 490.0 80.0 65.0 0.00001170 2 29000.0 490.0 80.0 65.0 0.00001170 3 29000.0 490.0 80.0 65.0 0.00001170 Only 5 condition(s) shown in full Some concentrated wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A 107 mph wind with no ice. Wind Azimuth: 00 (1.2 D + 1.0 Wo) LOADS ON POLE LOAD ELEV APPLY..LOAD.. .AT LOAD FORCES. MOMENTS. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 151.500 0.00 0.0 0.0 0.8240 0.3000 0.0000 0.0000 Page 5 C 146.500 0.00 0.0 0.0 0.8162 0.3000 0.0000 0.0000 C 144.500 0.00 0.0 0.0 0.0213 0.0151 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.0000 2.1565 0.0000 0.0000 C 144.000 0.00 0.0 0.0 4.9949 11.3760 0.0000 0.0000 C 141.500 0.00 0.0 0.0 1.6164 0.6000 0.0000 0.0000 C 136.500 0.00 0.0 0.0 1.6000 0.6000 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0232 0.0168 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.0000 2.0068 0.0000 0.0000 C 134.000 0.00 0.0 0.0 5.6717 10.7316 0.0000 0.0000 C 131.500 0.00 0.0 0.0 1.5832 0.6000 0.0000 0.0000 C 126.500 0.00 0.0 0.0 1.5659 0.6000 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0227 0.0168 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.0000 0.9285 0.0000 0.0000 C 124.000 0.00 0.0 0.0 2.9531 4.7316 0.0000 0.0000 C 121.500 0.00 0.0 0.0 1.5481 0.6000 0.0000 0.0000 C 116.500 0.00 0.0 0.0 1.5297 0.6000 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0222 0.0168 0.0000 0.0000 C 111.500 0.00 0.0 0.0 1.5109 0.6000 0.0000 0.0000 C 106.500 0.00 0.0 0.0 1.4914 0.6000 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0216 0.0168 0.0000 0.0000 C 101.500 0.00 0.0 0.0 1.4712 0.6000 0.0000 0.0000 C 96.500 0.00 0.0 0.0 1.6116 0.6000 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0210 0.0168 0.0000 0.0000 C 91.500 0.00 0.0 0.0 1.5875 0.6000 0.0000 0.0000 C 86.500 0.00 0.0 0.0 1.5625 0.6000 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0204 0.0168 0.0000 0.0000 C 81.500 0.00 0.0 0.0 1.5365 0.6000 0.0000 0.0000 C 76.500 0.00 0.0 0.0 1.5093 0.6000 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0196 0.0168 0.0000 0.0000 C 71.500 0.00 0.0 0.0 1.4808 0.6000 0.0000 0.0000 C 66.500 0.00 0.0 0.0 1.4509 0.6000 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0189 0.0168 0.0000 0.0000 C 61.500 0.00 0.0 0.0 1.4193 0.6000 0.0000 0.0000 C 56.500 0.00 0.0 0.0 1.3859 0.6000 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0180 0.0168 0.0000 0.0000 C 51.500 0.00 0.0 0.0 1.3503 0.6000 0.0000 0.0000 C 46.500 0.00 0.0 0.0 1.3123 0.6000 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0170 0.0168 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0158 0.0168 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0151 0.0168 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0151 0.0168 0.0000 0.0000 D 149.000 0.00 180.0 0.0 0.0348 0.0639 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0489 0.0986 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0500 0.2559 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0500 0.2559 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0510 0.1592 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0571 0.2050 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0568 0.4916 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0568 0.4916 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0559 0.2889 0.0000 0.0000 D 29.375 0.00 180.0 0.0 0.0548 0.3085 0.0000 0.0000 D 29.375 0.00 180.0 0.0 0.0547 0.3183 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0615 0.3575 0.0000 0.0000 LOADING CONDITION M 107 mph wind with no ice. Wind Azimuth: 00 (0.9 D + 1.0 Wo) Page 6 LOADS ON POLE LOAD ELEV APPLY..LOAD.. .AT LOAD FORCES. MOMENTS. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 151.500 0.00 0.0 0.0 0.8240 0.2250 0.0000 0.0000 C 146.500 0.00 0.0 0.0 0.8162 0.2250 0.0000 0.0000 C 144.500 0.00 0.0 0.0 0.0213 0.0113 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.0000 1.6174 0.0000 0.0000 C 144.000 0.00 0.0 0.0 4.9949 8.5320 0.0000 0.0000 C 141.500 0.00 0.0 0.0 1.6164 0.4500 0.0000 0.0000 C 136.500 0.00 0.0 0.0 1.6000 0.4500 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0232 0.0126 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.0000 1.5051 0.0000 0.0000 C 134.000 0.00 0.0 0.0 5.6717 8.0487 0.0000 0.0000 C 131.500 0.00 0.0 0.0 1.5832 0.4500 0.0000 0.0000 C 126.500 0.00 0.0 0.0 1.5659 0.4500 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0227 0.0126 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.0000 0.6964 0.0000 0.0000 C 124.000 0.00 0.0 0.0 2.9531 3.5487 0.0000 0.0000 C 121.500 0.00 0.0 0.0 1.5481 0.4500 0.0000 0.0000 C 116.500 0.00 0.0 0.0 1.5297 0.4500 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0222 0.0126 0.0000 0.0000 C 111.500 0.00 0.0 0.0 1.5109 0.4500 0.0000 0.0000 C 106.500 0.00 0.0 0.0 1.4914 0.4500 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0216 0.0126 0.0000 0.0000 C 101.500 0.00 0.0 0.0 1.4712 0.4500 0.0000 0.0000 C 96.500 0.00 0.0 0.0 1.6116 0.4500 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0210 0.0126 0.0000 0.0000 C 91.500 0.00 0.0 0.0 1.5875 0.4500 0.0000 0.0000 C 86.500 0.00 0.0 0.0 1.5625 0.4500 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0204 0.0126 0.0000 0.0000 C 81.500 0.00 0.0 0.0 1.5365 0.4500 0.0000 0.0000 C 76.500 0.00 0.0 0.0 1.5093 0.4500 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0196 0.0126 0.0000 0.0000 C 71.500 0.00 0.0 0.0 1.4808 0.4500 0.0000 0.0000 C 66.500 0.00 0.0 0.0 1.4509 0.4500 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0189 0.0126 0.0000 0.0000 C 61.500 0.00 0.0 0.0 1.4193 0.4500 0.0000 0.0000 C 56.500 0.00 0.0 0.0 1.3859 0.4500 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0180 0.0126 0.0000 0.0000 C 51.500 0.00 0.0 0.0 1.3503 0.4500 0.0000 0.0000 C 46.500 0.00 0.0 0.0 1.3123 0.4500 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0170 0.0126 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0158 0.0126 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0151 0.0126 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0151 0.0126 0.0000 0.0000 D 149.000 0.00 180.0 0.0 0.0348 0.0479 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0489 0.0739 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0500 0.1919 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0500 0.1919 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0510 0.1194 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0571 0.1538 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0568 0.3687 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0568 0.3687 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0559 0.2167 0.0000 0.0000 Page 7 D 29.375 0.00 180.0 0.0 0.0548 0.2314 0.0000 0.0000 D 29.375 0.00 180.0 0.0 0.0547 0.2387 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0615 0.2681 0.0000 0.0000 LOADING CONDITION Y 30 mph wind with 1.5 ice. Wind Azimuth: 00 (1.2 D + 1.0 Di + 1.0 Wi) LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD FORCES. MOMENTS. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 151.500 0.00 0.0 0.0 0.0829 0.9992 0.0000 0.0000 C 146.500 0.00 0.0 0.0 0.0820 0.9969 0.0000 0.0000 C 144.500 0.00 0.0 0.0 0.0132 0.0271 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.0000 2.1565 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.7015 26.1754 0.0000 0.0000 C 141.500 0.00 0.0 0.0 0.1800 1.2945 0.0000 0.0000 C 136.500 0.00 0.0 0.0 0.1780 1.2920 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0143 0.0288 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.0000 2.0068 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.7789 24.7957 0.0000 0.0000 C 131.500 0.00 0.0 0.0 0.1759 1.2895 0.0000 0.0000 C 126.500 0.00 0.0 0.0 0.1738 1.2868 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0139 0.0288 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.0000 0.9285 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.4155 10.1194 0.0000 0.0000 C 121.500 0.00 0.0 0.0 0.1716 1.2841 0.0000 0.0000 C 116.500 0.00 0.0 0.0 0.1694 1.2812 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0134 0.0288 0.0000 0.0000 C 111.500 0.00 0.0 0.0 0.1671 1.2783 0.0000 0.0000 C 106.500 0.00 0.0 0.0 0.1647 1.2752 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0130 0.0288 0.0000 0.0000 C 101.500 0.00 0.0 0.0 0.1623 1.2720 0.0000 0.0000 C 96.500 0.00 0.0 0.0 0.1724 1.2687 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0125 0.0288 0.0000 0.0000 C 91.500 0.00 0.0 0.0 0.1696 1.2651 0.0000 0.0000 C 86.500 0.00 0.0 0.0 0.1667 1.2615 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0120 0.0288 0.0000 0.0000 C 81.500 0.00 0.0 0.0 0.1637 1.2576 0.0000 0.0000 C 76.500 0.00 0.0 0.0 0.1605 1.2535 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0115 0.0288 0.0000 0.0000 C 71.500 0.00 0.0 0.0 0.1572 1.2491 0.0000 0.0000 C 66.500 0.00 0.0 0.0 0.1537 1.2445 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0109 0.0288 0.0000 0.0000 C 61.500 0.00 0.0 0.0 0.1501 1.2396 0.0000 0.0000 C 56.500 0.00 0.0 0.0 0.1463 1.2343 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0102 0.0288 0.0000 0.0000 C 51.500 0.00 0.0 0.0 0.1422 1.2285 0.0000 0.0000 C 46.500 0.00 0.0 0.0 0.1378 1.2223 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0095 0.0288 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0086 0.0288 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0080 0.0288 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0077 0.0288 0.0000 0.0000 Page 8 D 149.000 0.00 180.0 0.0 0.0056 0.1107 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0074 0.1664 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0076 0.3262 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0076 0.3262 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0077 0.2311 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0084 0.2922 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0083 0.5805 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0083 0.5805 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0082 0.3785 0.0000 0.0000 D 23.500 0.00 180.0 0.0 0.0079 0.4118 0.0000 0.0000 D 23.500 0.00 180.0 0.0 0.0082 0.4232 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0088 0.4446 0.0000 0.0000 LOADING CONDITION AK Seismic - Azimuth: 00 (1.2 D + 1.0 Ev + 1.0 Eh) LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD FORCES. MOMENTS. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 151.500 0.00 0.0 0.0 0.0152 0.3098 0.0000 0.0000 C 146.500 0.00 0.0 0.0 0.0142 0.3098 0.0000 0.0000 C 144.500 0.00 0.0 0.0 0.0007 0.0156 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.0987 2.2269 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.5208 11.7476 0.0000 0.0000 C 141.500 0.00 0.0 0.0 0.0265 0.6196 0.0000 0.0000 C 136.500 0.00 0.0 0.0 0.0247 0.6196 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0007 0.0173 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.0795 2.0724 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.4254 11.0822 0.0000 0.0000 C 131.500 0.00 0.0 0.0 0.0229 0.6196 0.0000 0.0000 C 126.500 0.00 0.0 0.0 0.0212 0.6196 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0006 0.0173 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.0315 0.9589 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.1606 4.8862 0.0000 0.0000 C 122.500 0.00 0.0 0.0 0.1454 4.5338 0.0000 0.0000 C 121.500 0.00 0.0 0.0 0.0196 0.6196 0.0000 0.0000 C 116.500 0.00 0.0 0.0 0.0180 0.6196 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0005 0.0173 0.0000 0.0000 C 111.500 0.00 0.0 0.0 0.0165 0.6196 0.0000 0.0000 C 106.500 0.00 0.0 0.0 0.0150 0.6196 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0004 0.0173 0.0000 0.0000 C 101.500 0.00 0.0 0.0 0.0136 0.6196 0.0000 0.0000 C 96.500 0.00 0.0 0.0 0.0123 0.6196 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0003 0.0173 0.0000 0.0000 C 91.500 0.00 0.0 0.0 0.0111 0.6196 0.0000 0.0000 C 86.500 0.00 0.0 0.0 0.0099 0.6196 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0003 0.0173 0.0000 0.0000 C 81.500 0.00 0.0 0.0 0.0088 0.6196 0.0000 0.0000 C 76.500 0.00 0.0 0.0 0.0078 0.6196 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0002 0.0173 0.0000 0.0000 C 73.750 0.00 0.0 0.0 0.1174 10.0954 0.0000 0.0000 Page 9 C 71.500 0.00 0.0 0.0 0.0068 0.6196 0.0000 0.0000 C 66.500 0.00 0.0 0.0 0.0059 0.6196 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0002 0.0173 0.0000 0.0000 C 61.500 0.00 0.0 0.0 0.0050 0.6196 0.0000 0.0000 C 56.500 0.00 0.0 0.0 0.0042 0.6196 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0001 0.0173 0.0000 0.0000 C 51.500 0.00 0.0 0.0 0.0035 0.6196 0.0000 0.0000 C 46.500 0.00 0.0 0.0 0.0029 0.6196 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0001 0.0173 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0000 0.0173 0.0000 0.0000 C 26.620 0.00 0.0 0.0 0.0264 17.4379 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0000 0.0173 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0000 0.0173 0.0000 0.0000 D 149.000 0.00 180.0 180.0 0.0000 0.0000 0.0000 0.0000 D 0.000 0.00 180.0 180.0 0.0000 0.0000 0.0000 0.0000 LOADING CONDITION AL Seismic Azimuth: 00 (0.9 D - 1.0 Ev + 1.0 Eh) LOADS ON POLE ==== =--=== LOAD ELEV APPLY.. .LOAD..AT LOAD FORCES. MOMENTS. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 151.500 0.00 0.0 0.0 0.0152 0.2152 0.0000 0.0000 C 146.500 0.00 0.0 0.0 0.0142 0.2152 0.0000 0.0000 C 144.500 0.00 0.0 0.0 0.0007 0.0108 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.0987 1.5470 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.5208 8.1604 0.0000 0.0000 C 141.500 0.00 0.0 0.0 0.0265 0.4304 0.0000 0.0000 C 136.500 0.00 0.0 0.0 0.0247 0.4304 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0007 0.0121 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.0795 1.4395 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.4254 7.6981 0.0000 0.0000 C 131.500 0.00 0.0 0.0 0.0229 0.4304 0.0000 0.0000 C 126.500 0.00 0.0 0.0 0.0212 0.4304 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0006 0.0121 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.0315 0.6661 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.1606 3.3941 0.0000 0.0000 C 122.500 0.00 0.0 0.0 0.1454 3.1494 0.0000 0.0000 C 121.500 0.00 0.0 0.0 0.0196 0.4304 0.0000 0.0000 C 116.500 0.00 0.0 0.0 0.0180 0.4304 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0005 0.0121 0.0000 0.0000 C 111.500 0.00 0.0 0.0 0.0165 0.4304 0.0000 0.0000 C 106.500 0.00 0.0 0.0 0.0150 0.4304 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0004 0.0121 0.0000 0.0000 C 101.500 0.00 0.0 0.0 0.0136 0.4304 0.0000 0.0000 C 96.500 0.00 0.0 0.0 0.0123 0.4304 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0003 0.0121 0.0000 0.0000 C 91.500 0.00 0.0 0.0 0.0111 0.4304 0.0000 0.0000 C 86.500 0.00 0.0 0.0 0.0099 0.4304 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0003 0.0121 0.0000 0.0000 C 81.500 0.00 0.0 0.0 0.0088 0.4304 0.0000 0.0000 Page 10 C 76.500 0.00 0.0 0.0 0.0078 0.4304 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0002 0.0121 0.0000 0.0000 C 73.750 0.00 0.0 0.0 0.1174 7.0126 0.0000 0.0000 C 71.500 0.00 0.0 0.0 0.0068 0.4304 0.0000 0.0000 C 66.500 0.00 0.0 0.0 0.0059 0.4304 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0002 0.0121 0.0000 0.0000 C 61.500 0.00 0.0 0.0 0.0050 0.4304 0.0000 0.0000 C 56.500 0.00 0.0 0.0 0.0042 0.4304 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0001 0.0121 0.0000 0.0000 C 51.500 0.00 0.0 0.0 0.0035 0.4304 0.0000 0.0000 C 46.500 0.00 0.0 0.0 0.0029 0.4304 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0001 0.0121 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0000 0.0121 0.0000 0.0000 C 26.620 0.00 0.0 0.0 0.0264 12.1131 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0000 0.0121 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0000 0.0121 0.0000 0.0000 D 149.000 0.00 180.0 180.0 0.0000 0.0000 0.0000 0.0000 D 0.000 0.00 180.0 180.0 0.0000 0.0000 0.0000 0.0000 (USA 222-H) Monopole Spatial Analysis (c)2017 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Mebiwa-gymast.com Processed under license at: Sabre Towers and Poles on: 15 apr 2025 at: 15:33:53 150' Monopine / Emory University, GA MAXIMUM POLE DEFORMATIONS CALCULATEDw.r-t. wind direction) MAST DEFLECTIONS (ft). ROTATIONS (deg). ELEV HORIZONTAL DOWN TILT TWIST ft ALONG ACROSS ALONG ACROSS 149.0 11.75D -0.02Q 1.31E 8.88K -0.01Q 0.00I 142.1 10.70D -0.020 1.15E 8.86K -0.01Q 0.00I 135.1 9.66D -0.020 0.99E 8.74K -0.01Q 0.00I 128.2 8.64D -0.02Q 0.84E 8.49K -0.01Q 0.00I 121.3 7.65D -0.02Q 0.70E 8.10K -0.01Q 0.00I 114.4 6.72D -0.02Q 0.57E 7.59K -0.01Q 0.00F 107.4 5.86D -0.01Q 0.46E 6.99K -0.01Q 0.00F 100.5 5.06D -0.01Q 0.36E 6.33D -0.01Q 0.00F Page 11 96.0 4.58D -0.01Q 0.31E 6.03D -0.01Q 0.00F 89.9 3.97D -0.01Q 0.25E 5.59D -0.01Q 0.00F 83.8 3.40D 0.01F 0.20E 5.14D -0.01Q 0.00F 77.7 2.88D 0.01F 0.15E 4.68D -0.01Q 0.00F 71.6 2.41D 0.01F 0.11E 4.22D -0.01Q 0.00F 65.5 1.99D 0.01F 0.08E 3.76D -0.01Q 0.00F 59.4 1.61D 0.00F 0.06E 3.31D 0.01F 0.00F 53.2 1.29D 0.00F 0.04E 2.85D 0.01F 0.00F 47.0 0.99D 0.00F 0.03E 2.51D 0.01F 0.00F 41.1 0.75D 0.00F 0.02E 2.17D 0.01F 0.00F 35.2 0.55D 0.00F 0.01E 1.84D 0.01F 0.00F 29.4 0.38D 0.00F 0.01E 1.51D 0.00F 0.00F 23.5 0.24D 0.00F 0.00E 1.19D 0.00F 0.00F 17.6 0.13D 0.00F 0.00E 0.88D 0.00F 0.00F 11.7 0.06D 0.00F 0.00E 0.58D 0.00F 0.00F 5.9 0.01I 0.00F 0.00AC 0.29I 0.00F 0.00F 0.0 0.00A 0.00A 0.00A 0.00A 0.00A 0.00A MAXIMUM POLE FORCES CALCULATED.r.E. to wind direction) MAST TOTAL SHEAR.M.P.E.MIND.DIR MOMENT.M.P.E.MIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 149.0 1.00 Z 0.83 U 0.00 R -2.09 Q 0.01 C 0.00 R 31.15 Z 6.91 U 0.00 R -26.16 F -0.02 R 0.00 W 142.1 31.15 AA 6.92 K -0.01 N -26.20 H 0.02 X 0.01 I 34.59 AA 10.40 K -0.01 N -102.09 K -0.08 K 0.02 Q 135.1 34.59 AA 10.42 W 0.04 K -102.12 K 0.07 0 0.02 Q 63.61 AA 17.97 W 0.04 K -238.62 F -0.31 K 0.05 K 128.2 63.61 AC 17.97 K -0.03 E -238.62 F -0.30 K 0.05 K 78.22 AC 24.34 K -0.03 E -410.29 K -0.39 K 0.08 I 121.3 78.22 AC 24.35 X 0.04 I -410.27 K -0.38 K 0.09 I Page 12 80.54 AC 26.21 X 0.04 I -615.48 K 0.55 0 0.15 I 114.4 80.54 AC 26.20 X -0.06 Q -615.46 K 0.56 0 0.15 I 82.89 AC 28.03 X -0.06 Q -835.13 K 0.76 0 0.20 I 107.4 82.89 AC 28.05 R 0.07 N -835.14 K 0.77 0 0.19 I 86.59 AC 31.37 R 0.07 N -1070.65 K -1.06 N 0.25 I 100.5 86.59 AC 31.45 F -0.05 K -1070.68 K -1.04 N 0.25 I 89.33 AC 33.28 F -0.05 K -1231.74 F -1.10 I 0.29 I 96.0 89.33 AC 33.26 D -0.10 0 -1231.68 K -1.09 I 0.28 I 92.06 AC 35.18 D -0.10 0 -1463.04 K 1.66 0 0.34 I 89.9 92.06 AC 35.20 D 0.12 I -1463.00 K 1.67 Q 0.34 I 94.84 AC 37.10 D 0.12 I -1707.08 K 2.10 Q 0.43 I 83.8 94.84 AC 37.11 D 0.13 F -1707.15 K -2.06 I 0.43 I 97.64 AC 38.97 D 0.13 F -1963.03 K 2.79 Q 0.51 I 77.7 97.64 AC 39.01 D -0.14 Q -1963.01 K 2.78 Q 0.51 I 100.52 AC 40.86 D -0.14 Q -2231.09 K 3.63 Q 0.56 I 71.6 100.53 AC 40.89 D 0.19 F -2231.18 K 3.72 Q 0.56 I 104.67 AC 44.16 D 0.19 F -2511.87 D 4.68 Q 0.61 F 65.5 104.67 AC 44.05 N 0.22 F -2511.96 D 4.73 Q 0.61 F 107.64 AC 45.83 N 0.22 F -2803.91 D 5.86 Q 0.71 F 59.4 107.64 AC 45.88 N 0.25 F 2803.94 D 5.85 Q 0.71 F 110.66 AC 47.63 N 0.25 F -3106.67 D 7.09 Q 0.81 F 53.2 110.66 AC 47.62 X 0.26 F -3106.74 D 7.12 Q 0.82 F 115.52 AC 49.32 X 0.26 F -3427.77 D 8.40 Q 0.91 F 47.0 115.52 AC 49.37 N 0.23 F -3427.84 D 8.42 Q 0.91 F 119.02 AC 51.02 N 0.23 F -3739.63 D 9.55 Q 0.98 F 41.1 119.02 AC 50.98 N 0.26 F -3739.72 D 9.56 Q 0.98 F 121.32 AC 51.30 N 0.26 F -4052.59 D 10.70 Q 1.05 F 35.2 121.32 AC 51.31 I 0.24 F -4052.58 D 10.69 Q 1.05 F 123.69 AC 51.65 I 0.24 F -4365.51 D -12.07 F 1.10 F 29.4 123.69 AC 51.64 C 0.22 F 4365.54 D -12.06 F 1.10 F Page 13 126.11 AC 51.98 C 0.22 F -4678.56 D -13.37 F 1.14 F 23.5 126.11 AC 51.98 I 0.20 F -4678.57 D -13.37 F 1.15 F 128.62 AC 52.31 I 0.20 F -4991.80 D -14.56 F 1.18 F 17.6 128.62 AC 52.33 C 0.21 F -4991.81 D -14.57 F 1.18 F 131.18 AC 52.68 C 0.21 F -5304.74 D -15.80 F 1.20 F 11.7 131.18 AC 52.68 C 0.20 F -5304.75 D -15.79 F 1.20 F 133.74 AC 53.03 C 0.20 F -5617.64 D -16.95 F 1.21 F 5.9 133.74 AC 53.04 C 0.19 F -5617.65 D -16.95 F 1.21 F 136.34 AC 53.40 C 0.19 F -5930.94 I -18.08 F 1.21 F base reaction 136.34 AC -53.40 C -0.19 F 5930.94 I 18.08 F -1.21 F COMPLIANCE WITH 4.8.2 & 4.5.4 ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX TORSIONAL ALLOWED ft 149.00 0.00Z 0.00Q 0.00U 0.01C YES 12.17A 45.2 0.03Z 0.05F 0.01U 0.06F YES 13.44A 45.2 142.07 0.03AA 0.05H 0.01K 0.06H YES 13.44A 45.2 0.03AA 0.17K 0.02K 0.18K YES 14.71A 45.2 135.14 0.03AA 0.17K 0.02W 0.18K YES 14.71A 45.2 0.04AA 0.34F 0.03W 0.36F YES 15.98A 45.2 128.21 0.04AC 0.34F 0.03K 0.36F YES 15.98A 45.2 0.05AC 0.51K 0.03K 0.54K YES 17.25A 45.2 121.29 0.05AC 0.51K 0.03X 0.54K YES 17.25A 45.2 0.05AC 0.68K 0.03X 0.71K YES 18.52A 45.2 114.36 0.05AC 0.68K 0.03X 0.71K YES 18.52A 45.2 0.05AC 0.83K 0.03X 0.86K YES 19.79A 45.2 107.43 0.05AC 0.83K 0.03R 0.86K YES 19.79A 45.2 0.05AC 0.97K 0.04R 0.99K YES 21.06A 45.2 100.50 0.03AC 0.61K 0.02F 0.62K YES 13.92A 45.2 Page 14 0.03AC 0.65F 0.02F 0.66F YES 14.47A 45.2 96.00 0.03AC 0.67K 0.02D 0.68K YES 14.24A 45.2 0.03AC 0.72K 0.02D 0.74K YES 14.98A 45.2 89.89 0.03AC 0.72K 0.02D 0.74K YES 14.98A 45.2 0.03AC 0.76K 0.02D 0.78K YES 15.73A 45.2 83.79 0.03AC 0.76K 0.02D 0.78K YES 15.73A 45.2 0.03AC 0.81K 0.02D 0.83K YES 16.48A 45.2 77.68 0.03AC 0.81K 0.02D 0.83K YES 16.48A 45.2 0.03AC 0.85K 0.02D 0.87K YES 17.22A 45.2 71.57 0.03AC 0.85K 0.02D 0.87K YES 17.22A 45.2 0.03AC 0.90D 0.03D 0.91D YES 17.97A 45.2 65.46 0.03AC 0.90D 0.03X 0.91D YES 17.97A 45.2 0.03AC 0.93D 0.03X 0.95D YES 18.72A 45.2 59.36 0.03AC 0.93D 0.03N 0.95D YES 18.72A 45.2 0.03AC 0.97D 0.03N 0.99D YES 19.46A 45.2 53.25 0.02AC 0.70D 0.02X 0.71D YES 14.51A 45.2 0.02AC 0.72D 0.02X 0.73D YES 15.08A 45.2 47.00 0.02AC 0.74D 0.02N 0.75D YES 14.82A 45.2 0.02AC 0.75D 0.02N 0.77D YES 15.36A 45.2 41.12 0.02AC 0.75D 0.02I 0.77D YES 15.36A 45.2 0.02AC 0.76D 0.02I 0.78D YES 15.90A 45.2 35.25 0.02AC 0.76D 0.02I 0.78D YES 15.90A 45.2 0.02AC 0.78D 0.02I 0.79D YES 16.44A 45.2 29.37 0.02AC 0.78D 0.02C 0.79D YES 16.44A 45.2 0.02AC 0.79D 0.02C 0.80D YES 16.97A 45.2 23.50 0.02AC 0.79D 0.02I 0.80D YES 16.97A 45.2 0.02AC 0.80D 0.02I 0.81D YES 17.51A 45.2 17.62 0.02AC 0.80D 0.02I 0.81D YES 17.51A 45.2 0.02AC 0.81D 0.02I 0.82D YES 18.05A 45.2 11.75 0.02AC 0.81D 0.02I 0.82D YES 18.05A 45.2 0.02AC 0.81D 0.02I 0.82D YES 18.59A 45.2 Page 15 5.88 0.02AC 0.81D 0.02I 0.82D YES 18.59A 45.2 0.02AC 0.82I 0.02I 0.83I YES 19.13A 45.2 0.00 MAXIMUM LOADS ONTO FOUNDATIONW.r.t. wind direction) DOWN HEAR.M.P.E.MID.DIR MOMENT.M.P.E.MIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 136.34 53.40 0.19 -5930.94 -18.08 1.21 AC C F I F F (USA 222-H) Monopole Spatial Analysis (c)2017 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Mebiww.guymast.com Processed under license at: Sabre Towers and Poles on: 15 apr 2025 at: 15:34:30 150' Monopine / Emory University, GA Service Load Condition Only 1 condition(s) shown in full Some concentrated wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A 60 mph wind with no ice. Wind Azimuth: 00 (1.0 D + 1.0 Wo) LOADS ON POLE LOAD ELEV APPLY..LOAD.. .AT LOAD FORCES. MOMENTS. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 151.500 0.00 0.0 0.0 0.2318 0.2500 0.0000 0.0000 C 146.500 0.00 0.0 0.0 0.2296 0.2500 0.0000 0.0000 C 144.500 0.00 0.0 0.0 0.0060 0.0126 0.0000 0.0000 C 144.000 0.00 0.0 0.0 0.0000 1.7971 0.0000 0.0000 C 144.000 0.00 0.0 0.0 1.4053 9.4800 0.0000 0.0000 Page 16 C 141.500 0.00 0.0 0.0 0.4548 0.5000 0.0000 0.0000 C 136.500 0.00 0.0 0.0 0.4501 0.5000 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0065 0.0140 0.0000 0.0000 C 134.000 0.00 0.0 0.0 0.0000 1.6723 0.0000 0.0000 C 134.000 0.00 0.0 0.0 1.5957 8.9430 0.0000 0.0000 C 131.500 0.00 0.0 0.0 0.4454 0.5000 0.0000 0.0000 C 126.500 0.00 0.0 0.0 0.4405 0.5000 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0064 0.0140 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.0000 0.7738 0.0000 0.0000 C 124.000 0.00 0.0 0.0 0.8308 3.9430 0.0000 0.0000 C 121.500 0.00 0.0 0.0 0.4355 0.5000 0.0000 0.0000 C 116.500 0.00 0.0 0.0 0.4304 0.5000 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0062 0.0140 0.0000 0.0000 C 111.500 0.00 0.0 0.0 0.4251 0.5000 0.0000 0.0000 C 106.500 0.00 0.0 0.0 0.4196 0.5000 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0061 0.0140 0.0000 0.0000 C 101.500 0.00 0.0 0.0 0.4139 0.5000 0.0000 0.0000 C 96.500 0.00 0.0 0.0 0.4534 0.5000 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0059 0.0140 0.0000 0.0000 C 91.500 0.00 0.0 0.0 0.4466 0.5000 0.0000 0.0000 C 86.500 0.00 0.0 0.0 0.4396 0.5000 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0057 0.0140 0.0000 0.0000 C 81.500 0.00 0.0 0.0 0.4323 0.5000 0.0000 0.0000 C 76.500 0.00 0.0 0.0 0.4246 0.5000 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0055 0.0140 0.0000 0.0000 C 71.500 0.00 0.0 0.0 0.4166 0.5000 0.0000 0.0000 C 66.500 0.00 0.0 0.0 0.4082 0.5000 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0053 0.0140 0.0000 0.0000 C 61.500 0.00 0.0 0.0 0.3993 0.5000 0.0000 0.0000 C 56.500 0.00 0.0 0.0 0.3899 0.5000 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0051 0.0140 0.0000 0.0000 C 51.500 0.00 0.0 0.0 0.3799 0.5000 0.0000 0.0000 C 46.500 0.00 0.0 0.0 0.3692 0.5000 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0048 0.0140 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0044 0.0140 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0043 0.0140 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0043 0.0140 0.0000 0.0000 D 149.000 0.00 180.0 0.0 0.0098 0.0532 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0137 0.0821 0.0000 0.0000 D 100.500 0.00 180.0 0.0 0.0141 0.2132 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0141 0.2132 0.0000 0.0000 D 96.000 0.00 180.0 0.0 0.0144 0.1327 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0161 0.1709 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0160 0.4096 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0160 0.4096 0.0000 0.0000 D 47.000 0.00 180.0 0.0 0.0157 0.2408 0.0000 0.0000 D 29.375 0.00 180.0 0.0 0.0154 0.2571 0.0000 0.0000 D 29.375 0.00 180.0 0.0 0.0154 0.2653 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0173 0.2979 0.0000 0.0000 MAXIMUM POLE DEFORMATIONS CALCULATEDw.r-t. wind direction) MAST DEFLECTIONS (ft). ROTATIONS (deg). ELEV HORIZONTAL DOWN TILT TWIST ft ALONG ACROSS ALONG ACROSS Page 17 149.0 3.32D 0.00E 0.11D 2.48D 0.00E 0.00F 142.1 3.02D 0.00E 0.10D 2.47D 0.00E 0.00F 135.1 2.72D 0.00E 0.08D 2.44D 0.00E 0.00F 128.2 2.43L 0.00E 0.07D 2.37D 0.00E 0.00F 121.3 2.15L 0.00E 0.06D 2.26D 0.00E 0.00F 114.4 1.89I 0.00E 0.05D 2.12D 0.00E 0.00F 107.4 1.64I 0.00E 0.04D 1.95D 0.00E 0.00F 100.5 1.42I 0.00E 0.03D 1.77D 0.00E 0.00F 96.0 1.28I 0.00E 0.03D 1.68L 0.00E 0.00F 89.9 1.11I 0.00E 0.02D 1.56L 0.00E 0.00F 83.8 0.95I 0.00E 0.02D 1.43I 0.00E 0.00F 77.7 0.81I 0.00E 0.01D 1.30I 0.00E 0.00F 71.6 0.67I 0.00E 0.01D 1.18I 0.00E 0.00F 65.5 0.56I 0.00E 0.01D 1.05I 0.00E 0.00F 59.4 0.45I 0.00E 0.01D 0.92I 0.00E 0.00F 53.2 0.36I 0.00E 0.00D 0.80I 0.00E 0.00F 47.0 0.28I 0.00E 0.00D 0.70I 0.00E 0.00F 41.1 0.21I 0.00E 0.00D 0.60I 0.00E 0.00F 35.2 0.15I 0.00E 0.00D 0.51I 0.00E 0.00F 29.4 0.11I 0.00E 0.00D 0.42I 0.00E 0.00F 23.5 0.07I 0.00E 0.00D 0.33I 0.00E 0.00F 17.6 0.04I 0.00E 0.00D 0.25I 0.00E 0.00F 11.7 0.02I 0.00E 0.00L 0.16I 0.00E 0.00F 5.9 0.00I 0.00E 0.00L 0.08I 0.00E 0.00F 0.0 0.00A 0.00A 0.00A 0.00A 0.00A 0.00A MAXIMUM POLE FORCES CALCULATEDw.r-t. to wind direction) MAST TOTAL SHEAR.M.P.t.MIND.DIR MOMENT.w.r.t. WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 149.0 0.25 F 0.23 C 0.00 F -0.59 B 0.00 F 0.00 F Page 18 12.17 F 1.94 C 0.00 F -7.28 F 0.01 F 0.00 F 142.1 12.18 I 1.95 D 0.00 I -7.28 F 0.01 F 0.00 F 13.59 I 2.92 D 0.00 I -28.32 D -0.02 C 0.00 F 135.1 13.59 F 2.93 D -0.01 E -28.32 E -0.03 I 0.00 F 25.15 F 5.06 D -0.01 E -66.23 D 0.05 E 0.00 F 128.2 25.15 F 5.06 D -0.01 E -66.21 D 0.05 E 0.00 F 31.35 F 6.85 D -0.01 E -113.86 D 0.14 E -0.01 F 121.3 31.35 K 6.85 D -0.02 E -113.84 D 0.14 E -0.01 F 32.37 K 7.37 D -0.02 E -170.85 D 0.26 E -0.01 F 114.4 32.36 A 7.38 D -0.02 E -170.85 D 0.26 E -0.01 F 33.39 A 7.89 D -0.02 E -232.01 D 0.38 E -0.01 F 107.4 33.39 D 7.89 D -0.02 E -232.01 D 0.38 E -0.01 F 34.96 D 8.82 D -0.02 E -297.55 D 0.49 E -0.02 F 100.5 34.96 D 8.82 F -0.02 E -297.53 D 0.49 E -0.02 F 36.42 D 9.33 F -0.02 E -342.28 D 0.58 E -0.02 F 96.0 36.42 L 9.34 C 0.02 B -342.32 D 0.57 E -0.02 E 37.76 L 9.88 C 0.02 B -406.62 D 0.68 E -0.02 F 89.9 37.76 L 9.90 C 0.03 B -406.64 D 0.69 E -0.02 F 39.14 L 10.44 C 0.03 B -474.53 D 0.84 E -0.03 F 83.8 39.14 L 10.45 I -0.03 E -474.52 D 0.84 E -0.03 F 40.53 L 10.97 I -0.03 E -545.76 D 1.05 E -0.03 F 77.7 40.53 L 10.99 I -0.03 E -545.74 D 1.06 E -0.03 F 41.97 L 11.51 I -0.03 E -620.26 D 1.22 E -0.03 F 71.6 41.97 L 11.49 I -0.03 K -620.25 D 1.22 E -0.03 F 43.93 L 12.41 I -0.03 K -698.55 I 1.33 E -0.04 F 65.5 43.93 L 12.39 B 0.03 B -698.55 I 1.33 E -0.04 F 45.44 L 12.90 B 0.03 B -780.05 I 1.33 E -0.04 F 59.4 45.44 L 12.90 I 0.02 B -780.03 I 1.34 E -0.04 F 46.98 L 13.39 I 0.02 B -864.56 I 1.35 E -0.04 F 53.2 46.98 L 13.39 C -0.02 C -864.56 I 1.35 E -0.04 F Page 19 50.04 L 13.87 C -0.02 C -954.14 I 1.36 E -0.04 F 47.0 50.04 L 13.86 I 0.01 B -954.13 I 1.35 E -0.04 F 51.98 L 14.33 I 0.01 B -1041.29 I 1.34 E -0.04 F 41.1 51.98 L 14.33 I -0.01 E -1041.27 I 1.34 E -0.04 F 53.45 L 14.42 I -0.01 E -1128.72 I 1.38 E -0.05 F 35.2 53.45 L 14.42 I 0.02 L -1128.73 I 1.39 E -0.05 F 54.96 L 14.51 I 0.02 L -1216.33 I 1.40 E -0.05 F 29.4 54.96 L 14.52 D 0.01 L -1216.33 I 1.41 E -0.05 F 56.55 L 14.61 D 0.01 L -1303.93 I 1.44 E -0.05 F 23.5 56.55 L 14.62 D 0.02 L -1303.93 I 1.44 E -0.05 F 58.16 L 14.71 D 0.02 L -1391.70 I 1.48 E -0.05 F 17.6 58.16 L 14.71 D 0.02 L -1391.69 I 1.48 E -0.05 F 59.83 L 14.81 D 0.02 L -1479.57 I 1.48 E -0.05 F 11.7 59.83 L 14.81 D 0.02 L -1479.57 I 1.48 E -0.05 F 61.52 L 14.91 D 0.02 L -1567.54 I 1.47 E 0.05 L 5.9 61.52 L 14.91 B 0.02 L -1567.54 I 1.47 E 0.05 L 63.26 L 15.01 B 0.02 L -1655.59 I 1.45 E 0.05 L base reaction 63.26 L -15.01 B -0.02 L 1655.59 I -1.45 E -0.05 L COMPLIANCE WITH 4.8.2 & 4.5.4 ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX TORSIONAL ALLOWED ft 149.00 0.00F 0.00B 0.00C 0.00B YES 12.17A 45.2 0.01F 0.01F 0.00C 0.02F YES 13.44A 45.2 142.07 0.01I 0.01F 0.00D 0.02F YES 13.44A 45.2 0.01I 0.05D 0.00D 0.06D YES 14.71A 45.2 135.14 0.01F 0.05E 0.00D 0.06E YES 14.71A 45.2 0.02F 0.09D 0.01D 0.11D YES 15.98A 45.2 128.21 0.02F 0.09D 0.01D 0.11D YES 15.98A 45.2 Page 20 0.02F 0.14D 0.01D 0.16D YES 17.25A 45.2 121.29 0.02K 0.14D 0.01D 0.16D YES 17.25A 45.2 0.02K 0.19D 0.01D 0.21D YES 18.52A 45.2 114.36 0.02A 0.19D 0.01D 0.21D YES 18.52A 45.2 0.02A 0.23D 0.01D 0.25D YES 19.79A 45.2 107.43 0.02D 0.23D 0.01D 0.25D YES 19.79A 45.2 0.02D 0.27D 0.01D 0.29D YES 21.06A 45.2 100.50 0.01D 0.17D 0.01F 0.18D YES 13.92A 45.2 0.01D 0.18D 0.01F 0.19D YES 14.47A 45.2 96.00 0.01L 0.19D 0.01C 0.20D YES 14.24A 45.2 0.01L 0.20D 0.01C 0.21D YES 14.98A 45.2 89.89 0.01L 0.20D 0.01C 0.21D YES 14.98A 45.2 0.01L 0.21D 0.01C 0.23D YES 15.73A 45.2 83.79 0.01L 0.21D 0.01I 0.23D YES 15.73A 45.2 0.01L 0.23D 0.01I 0.24D YES 16.48A 45.2 77.68 0.01L 0.23D 0.01I 0.24D YES 16.48A 45.2 0.01L 0.24D 0.01I 0.25D YES 17.22A 45.2 71.57 0.01L 0.24D 0.01I 0.25D YES 17.22A 45.2 0.01L 0.25I 0.01I 0.26I YES 17.97A 45.2 65.46 0.01L 0.25I 0.01B 0.26I YES 17.97A 45.2 0.01L 0.26I 0.01B 0.27I YES 18.72A 45.2 59.36 0.01L 0.26I 0.01I 0.27I YES 18.72A 45.2 0.01L 0.27I 0.01I 0.28I YES 19.46A 45.2 53.25 0.01L 0.19I 0.01C 0.20I YES 14.51A 45.2 0.01L 0.20I 0.01C 0.21I YES 15.08A 45.2 47.00 0.01L 0.21I 0.01I 0.22I YES 14.82A 45.2 0.01L 0.21I 0.01I 0.22I YES 15.36A 45.2 41.12 0.01L 0.21I 0.01I 0.22I YES 15.36A 45.2 0.01L 0.21I 0.01I 0.22I YES 15.90A 45.2 35.25 0.01L 0.21I 0.01I 0.22I YES 15.90A 45.2 0.01L 0.22I 0.01I 0.23I YES 16.44A 45.2 Page 21 29.37 0.01L 0.22I 0.01D 0.23I YES 16.44A 45.2 0.01L 0.22I 0.01D 0.23I YES 16.97A 45.2 23.50 0.01L 0.22I 0.01D 0.23I YES 16.97A 45.2 0.01L 0.22I 0.00D 0.23I YES 17.51A 45.2 17.62 0.01L 0.22I 0.00D 0.23I YES 17.51A 45.2 0.01L 0.22I 0.00D 0.23I YES 18.05A 45.2 11.75 0.01L 0.22I 0.00D 0.23I YES 18.05A 45.2 0.01L 0.23I 0.00D 0.24I YES 18.59A 45.2 5.88 0.01L 0.23I 0.00B 0.24I YES 18.59A 45.2 0.01L 0.23I 0.00B 0.24I YES 19.13A 45.2 0.00 MAXIMUM LOADS ONTO FOUNDATIONw.r.t. wind direction) DOWN SHEAR.M.P.t.MIND.DIR OMENT.M.P.E.MIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 63.26 15.01 0.02 -1655.59 1.45 0.05 L B L I E L Page 22 Seismic Load Effects Equivalent Lateral Force Procedure ANSI/TIA-222-H Vertical Distribution of Seismic Forces Description h.(ft.) W: (kips) W. (kips) whke ForE, Ey (kips) 1.2D+1.0Ey 0.9D-1.0Ey (kips) (kips) (kips) Parameters Branches Load 151.50 0.2500 0.0000 5,738.0625 0.0152 0.0098 0.3098 0.2152 Risk Category II Branches Load 146.50 0.2500 0.0000 5,365.5625 0.0142 0.0098 0.3098 0.2152 R 1.500 Step Bolts/Safety Climb Load 144.50 0.0126 0.0000 263.0912 0.0007 0.0005 0.0156 0.0108 Ss 0.184 Line Deadload 144.00 1.7971 0.0000 37,264.6656 0.0987 0.0704 2.2269 1.5470 Si 0.085 Mount/Antenna Load 144.00 9.4800 9.4800 196,577.2800 0.5208 0.3716 11.7476 8.1604 Site Class D (default) Branches Load 141.50 0.5000 0.0000 10,011.1250 0.0265 0.0196 0.6196 0.4304 TL (sec) 12.000 Branches Load 136.50 0.5000 0.0000 9,316.1250 0.0247 0.0196 0.6196 0.4304 Fa 1.600 Step Bolts/Safety Climb Load 135.00 0.0140 0.0000 255.1500 0.0007 0.0005 0.0173 0.0121 F, 2.400 Line Deadload 134.00 1.6723 0.0000 30,027.8188 0.0795 0.0656 2.0724 1.4395 SMs 0.294 Mount/Antenna Load 134.00 8.9430 8.9430 160,580.5080 0.4254 0.3506 11.0822 7.6981 SMi 0.204 Branches Load 131.50 0.5000 0.0000 8,646.1250 0.0229 0.0196 0.6196 0.4304 Sos 0.196 Branches Load 126.50 0.5000 0.0000 8,001.1250 0.0212 0.0196 0.6196 0.4304 SD1 0.136 Step Bolts/Safety Climb Load 125.00 0.0140 0.0000 218.7500 0.0006 0.0005 0.0173 0.0121 Ts 0.694 Line Deadload 124.00 0.7738 0.0000 11,897.9488 0.0315 0.0303 0.9589 0.6661 le 1.000 Mount/Antenna Load 124.00 3.9430 3.9430 60,627.5680 0.1606 0.1546 4.8862 3.3941 1.500 Structure Section 1 122.50 3.6587 0.0000 54,903.3669 0.1454 0.1434 4.5338 3.1494 Cs 0.030 Branches Load 121.50 0.5000 0.0000 7,381.1250 0.0196 0.0196 0.6196 0.4304 E( (ksi) 29,000 Branches Load 116.50 0.5000 0.0000 6,786.1250 0.0180 0.0196 0.6196 0.4304 lop (inf) 663 Step Bolts/Safety Climb Load 115.00 0.0140 0.0000 185.1500 0.0005 0.0005 0.0173 0.0121 lbot (in') 35,277 Branches Load 111.50 0.5000 0.0000 6,216.1250 0.0165 0.0196 0.6196 0.4304 lavg (in') 17,970 Branches Load 106.50 0.5000 0.0000 5,671.1250 0.0150 0.0196 0.6196 0.4304 g (in/s) 386.4 Step Bolts/Safety Climb Load 105.00 0.0140 0.0000 154.3500 0.0004 0.0005 0.0173 0.0121 W. (kips) 63.181 Branches Load 101.50 0.5000 0.0000 5,151.1250 0.0136 0.0196 0.6196 0.4304 Wu (kips) 22.366 Branches Load 96.50 0.5000 0.0000 4,656.1250 0.0123 0.0196 0.6196 0.4304 W. (kips) 40.815 Step Bolts/Safety Climb Load 95.00 0.0140 0.0000 126.3500 0.0003 0.0005 0.0173 0.0121 Lp (in) 1788 Branches Load 91.50 0.5000 0.0000 4,186.1250 0.0111 0.0196 0.6196 0.4304 f, (Hertz) 0.289 Branches Load 86.50 0.5000 0.0000 3,741.1250 0.0099 0.0196 0.6196 0.4304 T (sec) 3.457 Step Bolts/Safety Climb Load 85.00 0.0140 0.0000 101.1500 0.0003 0.0005 0.0173 0.0121 Ke 2.0000 Branches Load 81.50 0.5000 0.0000 3,321.1250 0.0088 0.0196 0.6196 0.4304 Vs (kips) 1.895 Branches Load 76.50 0.5000 0.0000 2,926.1250 0.0078 0.0196 0.6196 0.4304 Seismic Design Category C Step Bolts/Safety Climb Load 75.00 0.0140 0.0000 78.7500 0.0002 0.0005 0.0173 0.0121 Structure Section 2 73.75 8.1467 0.0000 44,310.4105 0.1174 0.3194 10.0954 7.0126 Branches Load 71.50 0.5000 0.0000 2,556.1250 0.0068 0.0196 0.6196 0.4304 Branches Load 66.50 0.5000 0.0000 2,211.1250 0.0059 0.0196 0.6196 0.4304 Step Bolts/Safety Climb Load 65.00 0.0140 0.0000 59.1500 0.0002 0.0005 0.0173 0.0121 Branches Load 61.50 0.5000 0.0000 1,891.1250 0.0050 0.0196 0.6196 0.4304 Branches Load 56.50 0.5000 0.0000 1,596.1250 0.0042 0.0196 0.6196 0.4304 Page 23 Seismic Load Effects Equivalent Lateral Force Procedure ANSI/TIA-222-H Vertical Distribution of Seismic Forces Description h.(ft.) W: (kips) W. (kips) whke ForE, Ey (kips) 1.2D+1.0E 0.9D-1.0Ey (kips) (kips) (kips) Step Bolts/Safety Climb Load 55.00 0.0140 0.0000 42.3500 0.0001 0.0005 0.0173 0.0121 Branches Load 51.50 0.5000 0.0000 1,326.1250 0.0035 0.0196 0.6196 0.4304 Branches Load 46.50 0.5000 0.0000 1,081.1250 0.0029 0.0196 0.6196 0.4304 Step Bolts/Safety Climb Load 45.00 0.0140 0.0000 28.3500 0.0001 0.0005 0.0173 0.0121 Step Bolts/Safety Climb Load 35.00 0.0140 0.0000 17.1500 0.0000 0.0005 0.0173 0.0121 Structure Section 3 26.62 14.0719 0.0000 9,971.6917 0.0264 0.5516 17.4379 12.1131 Step Bolts/Safety Climb Load 25.00 0.0140 0.0000 8.7500 0.0000 0.0005 0.0173 0.0121 Step Bolts/Safety Climb Load 15.00 0.0140 0.0000 3.1500 0.0000 0.0005 0.0173 0.0121 E 63.18 22.3660 715,479.02 1.90 2.48 78.29 54.39 Page 24 Sabre Industries, SO#: 24-2488-JDS-R2 INNOVATION DELIVERED Site Name: Emory University, GA Date: 4/15/2025 Round Flange Plate and Bolts per ANSI/TIA 222-H Elevation = 149 feet Pole Data Diameter: 19 in Thickness: 0.25 in Yield (Fy): 65 ksi # of Sides: 18 "O" IF Round Strength (Fu): 80 ksi Reactions Moment, Mu: 424 ft-kips Axial, Pu: 0 kips Shear, Vu: kips Bolt Data Flange Bolt Results Quantity: 18 Allowable @*Rnt: 54.54 kips Diameter: 1 in Adjusted @*Rnt (due to shear): 54.54 kips Bolt Material: A325 Maximum Bolt Tension: 50.82 kips Strength (Fu): 120 ksi Bolt Interaction Ratio: 93.2% Pass Yield (Fy): 92 ksi BC Diam. (in): 22.25 BC Override: Plate Data Flange Plate Results Diameter (in): 24.75 Dia. Override: Compression Side Plate (Mu/Z): 26.7 ksi Thickness: 1.5 in Allowable *Fy: 45.0 ksi Center Hole Diam.: 13 in Compr. Plate Interaction Ratio: 59.3% Pass Yield (Fy): 50 ksi Single-Rod B-eff: 3.35 in Drain Hole: 1 in. diameter Drain Location: 8.5 in. center of pole to center of drain hole Page 25 Sabre Industries, SO#: 24-2488-JDS-R2 INNOVATION DELIVERED Site Name: Emory University, GA Date: 4/15/2025 Round Base Plate and Anchor Rods, per ANSI/TIA 222-H Pole Data Diameter: 56.490 in (flat to flat) Thickness: 0.5 in Yield (Fy): 65 ksi # of Sides: 18 "O" IF Round Strength (Fu): 80 ksi Reactions Anchor Rod Results (per 4.9.9) Moment, Mu: 5930.94 ft-kips Axial, Pu: 75.91 kips Maximum Put: 221.31 Kips Shear, Vu: 53.4 kips @t*Rnt: 243.75 Kips Vu: 2.67 Kips Anchor Rod Data @pv*Rnv: 149.10 Kips Tension Interaction Ratio: 0.82 Quantity: 20 Maximum Puc: 227.96 Kips Diameter: 2.25 in @pc*Rnc: 268.39 Kips Rod Material: A615 Vu: 2.67 Kips Strength (Fu): 100 ksi @pc*Rnvc: 120.77 Kips Yield (Fy): 75 ksi Compression Interaction Ratio: 0.85 BC Diam. (in): 63.5 BC Override: Maximum Interaction Ratio: 85.0% Pass Plate Data Base Plate Results Diameter (in): 69.25 Dia. Override: Thickness: 2.5 in Base Plate (Mu/Z): 36.3 ksi Yield (Fy): 50 ksi Allowable @*Fy: 45.0 ksi (per AISC) Eff Width/Rod: 8.96 in Base Plate Interaction Ratio: 80.7% Pass Drain Hole: 2.625 in. diameter Drain Location: 26 in. center of pole to center of drain hole Center Hole: 44 in. diameter Page 26 LPile for Windows, Version 2019-11.009 Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading Using the p-y Method @ 1985-2019 by Ensoft, Inc. All Rights Reserved This copy of LPile is being used by: Amy R. Herbst Sabre Industries Serial Number of Security Device: 227886682 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 a violation of the software license agreement. Files Used for Analysis Path to file locations: Program Files (x86)lEnsoftlLpile2019/files) Name of input data file: 24-2485-JD5-R2.1p1d Name of output report file: 24-2485-JD5-R2.1pllo Name of plot output file: 24-2488-JD5-R2.lpi1p Name of runtime message file: 24-248-JD5-P2.1piir Date and Time of Analysis Date: April 15, 2025 Time: 15:42:36 Problem Title Site Emory University, GA Page 27 Tower 150' Monopine Prepared for : DIAMOND COMMUNICATIONS LLC Job Number 24-2488-3DS-R2 Engineer ARH Program Options and Settings Computational Options: : Conventional Analysis Engineering Units Used for Data Input and Computations: US Customary System Units (pounds, feet, inches) Analysis Control Options: Maximum number of iterations allowed 999 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 Use of p-y modification factors for p-y curves not selected Analysis uses layering correction (Method of Georgiadis) No distributed lateral loads are entered Loading by lateral soil movements acting on pile not selected Input of shear resistance at the pile tip not selected Input of moment resistance at the pile tip not selected Input of side resistance moment along pile 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: Output files use decimal points to denote decimal symbols. Report only summary tables of pile-head deflection, maximum bending moment, and maximum shear force in output report file. No p-y curves to be computed and reported for user-specified depths Print using wide report formats Pile Structural Properties and Geometry Number of pile sections defined 1 Total length of pile 37.500 ft Depth of ground surface below top of pile 0.5000 ft Page 28 Pile diameters 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. A summary of values of pile diameter VS. depth follows. Depth Below Pile Point Pile Head Diameter No. feet inches 1 0.000 84.0000 2 37.500 84.0000 Input Structural Properties for Pile Sections: Pile Section No. 1: Section 1 is a round drilled shaft, bored pile, or CIDH pile Length of section 37.500000 ft Shaft Diameter 84.000000 in Shear capacity of section 0.0000 lbs 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 1 layers Layer 1 is stiff clay without free water Distance from top of pile to top of layer 0.500000 ft Distance from top of pile to bottom of layer 60.500000 ft Effective unit weight at top of layer 110.000000 pcf Effective unit weight at bottom of layer 110.000000 pcf Undrained cohesion at top of layer 1000.000000 psf Undrained cohesion at bottom of layer 1000.000000 psf Epsilon-50 at top of layer 0.010000 Epsilon-50 at bottom of layer 0.010000 (Depth of the lowest soil layer extends 23.000 ft below the pile tip) Page 29 Summary of Input Soil Properties Layer Soil Type Layer Effective Cohesion E50 Num. Name Depth Unit Wt. or (p-y Curve Type) ft pcf psf krm 1 Stiff Clay 0.5000 110.0000 1000.0000 0.01000 w/o Free Water 60.5000 110.0000 1000.0000 0.01000 Static 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 = 2 Load Load Condition Condition Axial Thrust Compute Top y Run Analysis No. Type 1 2 Force, lbs VS. Pile Length 1 1 V 71200. lbs M = 94895040. in-lbs 101213. No Yes 2 1 V - 15010. lbs M = 19867080. in-lbs 63260. No Yes V - shear force applied normal to pile axis M = bending moment applied to pile head y - lateral deflection normal to pile axis S = pile slope relative to original pile batter angle R = rotational stiffness applied to pile head Values of top y VS. pile lengths can be computed only for load types with specified shear loading (Load Types 1, 2, and 3). Thrust force 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 37.500000 ft Page 30 Shaft Diameter 84.000000 in Concrete Cover Thickness (to edge of long. rebar) 3.625000 in Number of Reinforcing Bars 36 bars Yield Stress of Reinforcing Bars 60000. psi Modulus of Elasticity of Reinforcing Bars 29000000. psi Gross Area of Shaft 5542. sq. in. Total Area of Reinforcing Steel 45.603673 sq. in. Area Ratio of Steel Reinforcement 0.82 percent Edge-to-Edge Bar Spacing 5.308515 in Maximum Concrete Aggregate Size 0.750000 in Ratio of Bar Spacing to Aggregate Size 7.08 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 23759.054 kips Tensile Load for Cracking of Concrete -2572.367 kips Nominal Axial Tensile Capacity -2736.220 kips Reinforcing Bar Dimensions and Positions Used in Computations: Bar Bar Diam. Bar Area X Y Number inches sq. in. inches inches 1 1.270000 1.266769 37.740000 0.00000 2 1.270000 1.266769 37.166645 6.553482 3 1.2 270000 1.266769 35.464000 12.907840 4 1.270000 1.266769 32.683799 18.870000 5 1.270000 1.266769 28.910517 24.258804 6 1.270000 1.266769 24.258804 28.910517 7 1.270000 1.266769 18.870000 32.683799 8 1.2 270000 1.266769 12.907840 35.464000 9 1.270000 1.266769 6.553482 37.166645 10 1.270000 1.266769 0.00000 37.740000 11 1.270000 1.266769 -6.553482 37.166645 12 1.270000 1.266769 -12.907840 35.464000 13 1.270000 1.266769 18.870000 32.683799 14 1.270000 1.266769 24.258804 28.910517 15 1.270000 1.266769 -28.910517 24.258804 16 1.270000 1.266769 32.683799 18.870000 17 1.270000 1.266769 35.464000 12.907840 18 1.270000 1.266769 37.166645 6.553482 19 1.270000 1.266769 37.740000 0.00000 20 1.270000 1.266769 -37.166645 -6.553482 21 1.270000 1.266769 35.464000 -12.907840 22 1.270000 1.266769 32.683799 -18.870000 23 1.270000 1.266769 28.910517 -24.258804 24 1.270000 1.266769 24.258804 28.910517 25 1.2 270000 1.266769 -18.870000 -32.683799 26 1.2 270000 1.266769 -12.907840 -35.464000 27 1.2 270000 1.266769 -6.553482 -37.166645 28 1.270000 1.266769 0.00000 -37.740000 29 1.270000 1.266769 6.553482 37.166645 30 1.270000 1.266769 12.907840 35.464000 31 1.270000 1.266769 18.870000 -32.683799 32 1.270000 1.266769 24.258804 -28.910517 33 1.270000 1.266769 28.910517 24.258804 34 1.270000 1.266769 32.683799 18.870000 35 1.270000 1.266769 35.464000 12.907840 Page 31 36 1.270000 1.266769 37.166645 -6.553482 NOTE: The positions of the above rebars were computed by LPile Minimum spacing between any two bars not equal to zero - 5.309 inches between bars 24 and 25. Ratio of bar spacing to maximum aggregate size - 7.08 Concrete Properties: Compressive Strength of Concrete 4500. psi Modulus of Elasticity of Concrete 3823676. psi Modulus of Rupture of Concrete -503.115295 psi Compression Strain at Peak Stress 0.002001 Tensile Strain at Fracture of concrete -0.0001152 Maximum Coarse Aggregate Size 0.750000 in Number of Axial Thrust Force Values Determined from Pile-head Loadings - 2 Number Axial Thrust Force kips 1 63.260 2 101.213 Summary of Results for Nominal 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 63.260 98002.312 0.00300000 2 101.213 99170.209 0.00300000 Note that the values of moment capacity in the table above are not factored by a strength reduction factor (phi-factor). In ACI 318, the value of the strength reduction factor depends on whether the transverse reinforcing steel bars are tied hoops (0.65) or spirals (0.75). The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to ACI 318, 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 Resist. Nominal Nominal Ult. (Fac) Ult. (Fac) Bend. Stiff. Load Factor Ax. Thrust Moment Cap Ax. Thrust Moment Cap at Ult Mom No. kips in-kips kips in-kips kip-in*2 Page 32 1 0.65 63.260000 98002. 41.119000 63702. 2.0030E+09 2 0.65 101.213333 99170. 65.788667 64461. 2.0297E+09 1 0.75 63.260000 98002. 47.445000 73502. 1.9320E+09 2 0.75 101.213333 99170. 75.910000 74378. 1.9578E+09 1 0.90 63.260000 98002. 56.934000 88202. 1.2779E+09 2 0.90 101.213333 99170. 91.092000 89253. 1.2979E+09 Summary of Pile-head Responses for Conventional Analyses Definitions of Pile-head Loading Conditions: Load Type 1: Load 1 = Shear, V, lbs, and Load 2 = Moment, M, in-lbs Load Type 2: Load 1 = Shear, V, lbs, and Load 2 = Slope, S, radians Load Type 3: Load 1 = Shear, V, lbs, and Load 2 = Rot. Stiffness, R, in-lbs/rad. Load Type 4: Load 1 - Top Deflection, y, inches, and Load 2 - Moment, M, in-lbs Load Type 5: Load 1 - Top Deflection, y, inches, and Load 2 = Slope, S, radians Load Load Load Axial Pile-head Pile-head Max Shear Max Moment Case Type Pile-head Type Pile-head Loading Deflection Rotation in Pile in Pile No. 1 Load 1 2 Load 2 lbs inches radians lbs in-lbs 1 V, lb 71200. M, in-lb 9.49E+07 101213. 18.9640 -0.08134 -466964. 9.74E+07 2 V, lb 15010. M, in-lb 1.99E+07 63260. 0.06912 4.76E-04 -90217. 2.03E+07 Maximum pile-head deflection = 18.9639503497 inches Maximum pile-head rotation 0.0813393797 radians = -4.660403 deg. The analysis ended normally. Page 33 IBC 1807.3.2.1 Moment (ft-k) 5,930.94 Shear (k) 53.40 Caisson diameter (ft) 7 Caisson height above ground (ft) 0.5 Caisson height below ground (ft) 31 Lateral soil pressure (b/ft?) 300.00 Ground to application of force, h (ft) 111.57 Applied lateral force, P (lb) 53,400 Lateral soil bearing pressure, S1 (Ib/ft) 3,100.00 Diameter, b (ft) 7 A 5.76 = (2.34P)/(S,b) Minimum depth of embedment, d (ft) 29.50 = 084D-0-1438N/A)7 Page 34 MAT FOUNDATION DESIGN BY SABRE INDUSTRIES 150' Monopine DIAMOND COMMUNICATIONS LLC Emory University, GA 24-2488-JDS-R2) 04/15/25 ARH Overall Loads: Factored Moment (ft-kips) 5930.94 Factored Axial (kips) 75.91 Factored Shear (kips) 53.40 Bearing Design Strength (ksf) 3.75 Max. Net Bearing Press. (ksf) 3.38 Water Table Below Grade (ft) 999 Width of Mat (ft) 28 Allowable Bearing Pressure (ksf) 2.50 Thickness of Mat (ft) 2 Safety Factor 2.00 Depth to Bottom of Slab (ft) 6 Ultimate Bearing Pressure (ksf) 5.00 Quantity of Bolts in Bolt Circle 20 Bearing @s 0.75 Bolt Circle Diameter (in) 63.5 Effective Anchor Bolt Embedment (in) 66.5 Diameter of Pier (ft) 7 Minimum Pier Diameter (ft) 7.00 Ht. of Pier Above Ground (ft) 0.5 Equivalent Square b (ft) 6.20 Ht. of Pier Below Ground (ft) 4 Square Pier? (Y/N) N Quantity of Bars in Mat 38 Bar Diameter in Mat (in) 1.27 Area of Bars in Mat (in?) 48.14 Spacing of Bars in Mat (in) 8.88 Recommended Spacing (in) 5t012 Quantity of Bars Pier 38 Bar Diameter in Pier (in) 1.128 Tie Bar Diameter in Pier (in) 0.625 Spacing of Ties (in) 4 Area of Bars in Pier (in?) 37.97 Minimum Pier As (in?) 27.71 Spacing of Bars in Pier (in) 6.25 Recommended Spacing (in) 5t012 f'c (ksi) 4.5 fy (ksi) 60 Unit Wt. of Soil (kcf) 0.11 Unit Wt. of Concrete (kcf) 0.15 Volume of Concrete (yd) 64.49 Two-Way Shear Action: Average d (in) 19.73 Ovc (ksi) 0.201 Vu (ksi) 0.136 OVc = (2 + 4/B.)fc 1/2 0.302 OVc -o(ad/D+2)f 1/2 0.206 J( (in3) 1.111E+07 OVc = 04F" 1/2 0.201 C+d( (in) 94.17 Shear perimeter, bo (in) 376.69 0.40Msc (ft-kips) 2468.5 Bc 1 One-Way Shear: OVc (kips) 667.1 VJ (kips) 404.5 Stability: Overturning Design Strength (ft-k) 8221.0 Total Applied M (ft-k) 6278.0 Page 35 Pier-Slab Transfer by Flexure: Dslab (ft) 13.00 OM, (ft-kips) 3742.6 0.60Msc (ft-kips) 3702.7 Pier Design: OV, (kips) 1035.8 Vu (kips) 53.4 WV.-42-N/2000AP). 1b,d 571.9 Vs (kips) 618.5 Vs max = 41 fc 12bd (kips) 1514.7 Maximum Spacing (in) 8.71 (Only if Shear Ties are Required) Actual Hook Development (in) 18.46 Req'd Hook Development ldh (in) - Tension 14.12 Reqld Hook Development ldc (in) Compression 15.23 Flexure in Slab: OM, (ft-kips) 4030.5 MJ (ft-kips) 3058.0 a (in) 2.25 Steel Ratio 0.00726 Bi 0.825 Maximum Steel Ratio (P.) 0.0197 Minimum Steel Ratio 0.0018 Rebar Development in Pad (in) 123.00 Required Development in Pad (in) 34.08 Condition 1is OK, 0 Fails Maximum Soil Bearing Pressure 1 Pier Area of Steel 1 Pier Shear 1 Interaction Diagram 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 Anchor Bolt Pullout 1 Anchor Bolt Punching Shear 1 Page 36 Sabre Industries, INNOVATION DELIVERED April 15, 2025 Karey Vawter Diamond Communications 210 Mountain Ave., Unit 619 Springfield, NJ 07081 RE: Proposed 150' Monopine for Emory University, GA (Sabre #24-2488-R2) Dear Karey, Upon receipt of order, we propose to design and supply the above referenced tower for a Basic Wind Speed of 107 mph with no ice and 30 mph w/ 1.5" ice, Risk Category II, Exposure Category B, and Topographic Category 1, in accordance with the Telecommunications Industry Association Standard ANSI/TIA-222-H, "Structural Standard for Antenna Supporting Structures and Antennas". When designed according to this standard, the wind pressures and steel strength capacities include several safety factors. Therefore, it is highly unlikely that the monopine will fail structurally in a wind event where the design wind speed is exceeded within the range of the built-in safety factors. Should the wind speed increase beyond the capacity of the built-in safety factors, to the point of failure of one or more structural elements, the most likely location of the failure would be within the monopine shaft, above the base plate. Assuming that the wind pressure profile is similar to that used to design the monopine, the monopine will buckle at the location of the highest combined stress ratio within the monopine shaft. This is likely to result in the portion of the monopine above leaning over and remaining in a permanently deformed condition. Please note that this letter only applies to the above referenced monopine designed and manufactured by Sabre Towers & Poles. This would effectively result in fall radius equal to 12' at ground level. C - ) RGI Sincerely, N6. SE000658 * PROFESSIONAL Amy R. Herbst, S.E. Senior Design Engineer My k R. 4lss Sabre Industries, Inc. . 7101 Southbridge Drive . Sioux City, IA 51111 P: 712-258-6690 F:712-279-0814 W: wwwabreindustriescom Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2023-AS0-32196-0E Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 01/08/2024 Compliance Dept.-DMP Diamond Towers V LLC 210 Mountain Ave. Unit 619 Springfield, NJ 07081 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna Tower Emory Univ GA565 Location: Atlanta, GA Latitude: 33-47-29.88N NAD 83 Longitude: 84-19-04.48W Heights: 977 feet site elevation (SE) 155 feet above ground level (AGL) 1132 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M. This determination expires on 07/08/2025 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO Page 1 of 4 SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the structure is subject to their licensing authority. If we can be of further assistance, please contact our office at (404) 305-6430, or kely.rmelsonefangov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2023- ASO-32196-OE. Signature Control No: 606302008-609010777 (DNE) Kelly Nelson Specialist Attachment(s) Frequency Data Map(s) CC: FCC Page 2 of 4 Frequency Data for ASN 2023-AS0-32196-0E LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 6 7 GHz 55 dBW 6 7 GHZ 42 dBW 10 11.7 GHz 55 dBW 10 11.7 GHz 42 dBW 17.7 19.7 GHZ 55 dBW 17.7 19.7 GHZ 42 dBW 21.2 23.6 GHZ 55 dBW 21.2 23.6 GHZ 42 dBW 614 698 MHz 1000 W 614 698 MHZ 2000 W 698 806 MHZ 1000 W 806 901 MHZ 500 W 806 824 MHz 500 W 824 849 MHZ 500 W 851 866 MHz 500 W 869 894 MHZ 500 W 896 901 MHZ 500 W 901 902 MHZ 7 W 929 932 MHz 3500 W 930 931 MHz 3500 W 931 932 MHZ 3500 W 932 932.5 MHz 17 dBW 935 940 MHZ 1000 W 940 941 MHz 3500 W 1670 1675 MHz 500 W 1710 1755 MHz 500 W 1850 1910 MHz 1640 W 1850 1990 MHZ 1640 W 1930 1990 MHZ 1640 W 1990 2025 MHz 500 W 2110 2200 MHz 500 W 2305 2360 MHz 2000 W 2305 2310 MHZ 2000 W 2345 2360 MHZ 2000 W 2496 2690 MHz 500 W Page 3 of 4 Sectional Map for ASN 2023-AS0-32196-0E (554) 2 (500) JATI AND'BLO) STADIUM 1260 998, RAFT See NOTAMESupplénmient UG RP XT for Class Deff hrs - VOR-DME 1565 1709 PEACHTREE 7399 UC 116.6 Ch 113 PDK . 1 2049/35: A7 (413) (1182) - - 1587 2049. UC 2048 (1,144) 2033A 2048v ATLANTA $1263127 2049 M1609 MAISI7 disturbance STADIUMS Magnetic a of 1308 13227 as much as 10° existsat (440) KLOWD 2049 4000' elevationinthe a i225 - (1080) vicinity of Stone/Mountain. (305), NO:SVERI SFIELD-JACKSON ATLANTAININATL) 57 1270 Lithonia 19,1'119.3 119.5 123.85 125.325 AAT AAR & A ATSA19.SA1219 1379f 1255 1 Page 4 of 4 T - Diamond Communications Emory University GA565 538 Burlington Rd NE, Atlanta, GA 30307 Dekalb County, Georgia 150ft Monopine Visual Impact Study Emory GA565 Site Simulation, Map ACE a Site m 02 TIHL 03 Site Photograph # pogle ant th endsat iCoperricus a 214 Existing View Diamond Communicationsl LLC EMORY UNIVERSITY GA565 538 Burlington Rd, NE Atlanta, GA 30307 150ft. MONOPINE SIMULATION View #1 from Ridgewood Drive NE approximately 240ft. northeast of site Diamond Commmirati lous LLC EMORY UNIVERSITY GA565 538 Burlington Rd, NE Atlanta, GA 30307 150ft. MONOPINE SIMULATION View #2 from Ridgewood Drive NE approx. 250ft. east-southeast of site L u AL ET BB a - - B a a F IT 111 I - I 1 Existing View Diamond Commutications LLC EMORY UNIVERSITY GA565 H 538 me Burlington Rd, NE Atlanta, GA 30307 m 150ft. MONOPINE F SIMULATION View #3 from N Decatur Road approx. 450ft. south-southeast of site Existing View Diamond 4 Communications LLC EMORY UNIVERSITY GA565 538 Burlington Rd, NE Atlanta, GA 30307 150ft. MONOPINE SIMULATION View #4 from Gambrell Drive NE approximately 400ft. southwest of site Existing View Diamond Commnirations LLC EMORY UNIVERSITY GA565 538 Burlington Rd, NE Atlanta, GA 30307 150ft. MONOPINE SIMULATION View #5 from Gambrell Drive NE approximately 190ft. west of site B - Diamond Communications Existing 150ft Concealed Monopine located on the property of Georgia Power Company at 1480 South Deshon Road, Lithonia, GA 30058 : Diamond Communications May 21, 2025 Brandon L. White Planning & Zoning Manager, MPA, AICP Dekalb County Department of Planning & Sustainability 178 Sams Street, Decatur, GA 30030 (404) 371-2155 Re: Diamond Communications, LLC- Site Name: Emory - Site Address: 538 Burlington Road NE, Atlanta, GA 30307 (TMS # 18 053 03 017)- Telecommunications Facility Application- Tower Removal Letter Dear Mr. White, Please accept the signed statement below as confirming Section 4.2.57(J)(3) of the Dekalb County Code of Ordinances: Diamond Communications, LLC, its successors and assigns, provide this statement declaring itself, its successors and assigns of being financially responsible to assure the proposed communications tower, which is no longer used for communications purposes, will be dismantled and removed within six (6) months after cessation of use following receipt of written notice from Dekalb County. Please contact me should you have any questions. Thank you for your attention to this matter. Sincerely, < Scott Von Rein Diamond Communications May 21, 2025 Brandon L. White Planning & Zoning Manager, MPA, AICP Dekalb County Department of Planning & Sustainability 178 Sams Street, Decatur, GA 30030 (404) 371-2155 Re: Diamond Communications, LLC- Site Name: Emory - Site Address: 538 Burlington Road NE, Atlanta, GA 30307 (TMS # 18 053 03 017)- Telecommunications Facility Application- Collocation Policy Letter Dear Mr. White, Please accept the signed statement below to satisfy Section 4.2.57/G)(2)XI) of the Dekalb County Code of Ordinances: Diamond Communications, LLC, ensures that the proposed wireless support structure to be at 538 Burlington Road NE, Atlanta, GA 30307 will be made available for collocation to other service providers at commercially reasonable rates, provided space is available. Please contact me should you have any questions. Thank you for your attention to this matter. <at Scott Von Rein Diamond Communications May 21, 2025 Brandon L. White Planning & Zoning Manager, MPA, AICP Dekalb County Department of Planning & Sustainability 178 Sams Street, Decatur, GA 30030 (404) 371-2155 Re: Diamond Communications, LLC- Site Name: Emory - Site Address: 538 Burlington Road NE, Atlanta, GA 30307 (TMS # 18 053 03 017)- Telecommunications Facility Application- Existing Inventory Letter Dear Mr. White, Diamond Communications, LLC, is applying for a Wireless Communication Facility located at 538 Burlington Road NE, Atlanta, GA 30307 (TMS # 18 053 03 017). Diamond Communications, LLC currently does not own, lease, or operate any wireless communications facilities within Dekalb County other than a facility located at 1480 S. Deshon Road, Lithonia, GA 30058 (TMS # 16-126- 02-065). Please contact me should you have any questions. Thank you for your attention to this matter. Sincerely, St Scott Von Rein 37401 Davinci Court, Suite 100 Peachtree Corners, 30092 FORESITE Georgia group 0770.368.1399 1770.368.1944 wiww.foresitegoupnet May 9, 2025 VIA EMAIL Brandon L. White Planning & Zoning Manager, MPA, AICP Dekalb County Department of Planning & Sustainability 330 W. Ponce de Leon Avenue, 3rd Floor Decatur, GA 30030 RE: Diamond Communications, LLC- Site Name: Emory University- Site Address: 538 Burlington Rd NE, Atlanta, GA 30307 (TMS # 18-053-03-017)- Telecommunications Facility Application- Code Compliance Letter Dear Mr. White: Please accept this as our code compliance letter signed by an engineer licensed in the State of Georgia. The following language, which will be incorporated into the final permit/construction drawings, states our intention that the proposed construction will adhere to applicable codes and regulations: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE CODES IDENTIFIED IN THESE PLANS AND AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING. The following codes will be referenced in the final permit/construction drawings: INTERNATIONAL BUILDING CODE- 2018 EDITION WITH 2020 AND 2022 GEORGIA AMENDMENTS TIA EIA 222-H STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES NATIONAL ELECTRICAL CODE- 2020 EDITION WITH GEORGIA STATE AMENDMENTS Thank you for your time and consideration. Sincerely, FORESITE GROUP, LLC EORG 2 * o PE042097 * M. Randall Stallings PROFESSIONAL Program Manager 0S-09 LS E ENGINEER CVOACE ES PROPOSED INGRESSEGRESS & TITLE EXCEPTIONS SUBJECT PROPERTY UTILITY EASEMENT #3 (PARCEL #18 053 03 027) OLDREPUBLICT TITLE INSURANCE COMPANY THAT TRACT TORPARCEL OFL LANDLYINGA ANDE BEING INL LANDLOT 520F THE 18THDISTRICT, DEKALB COUNTY, TOGETHERI WITH ANI INGRESSEGRESS AND UTILITYE YEASEMENTI LYINGA ANDB BEINGINLANDLOT 520F THE SCHEDULEB- PARTII SETNT ANDE BEINGI MORE MALAYESESAION DEKALB COUNTY, GEORGIA, ANDI BEINGI DESCRIBEDE BY THE FOLLOWINGI DATA: 18THDISTRICT, REPORTI NO: 01-2304176001S HOWARD COMMENCINGA ATA APOINT AT THEI INTERSECTION OF WESIERLYRGHTOFWANI LINE OFE BURLINGTONR ROAD COMMENCING AT APOINT AT THE INTERSECTIONOF THE WESTERLY LINE OF ROAD OF PROPERTY, ASF RECORDED ON09/01/1928NPLAT BOOK,PAGE VARIABLE FWAYV WITH EPGNESTS RIGHTOFA ROAD VARABLEV WIDTHI RIGHTOFWATWITHT THE NORTHERLYR RIGHTOF FWAYLNE RIGHTOFWAYL EOF NORTHDECATURR BURLINGTON ROADHAVINGAV RIGHTOFV WAVI, HAVING VALUE A AAEA D GRDA ZONE -OF WAT, SAID POINTHAVINGA NORTH, WEST ZONE VALUE OFN: E: SUBJECT PROPERTY ANDIS SHOWN HEREON AS THE CURRENT BEN LEAVNG SAN OF WAY C NORTH THENCE, 229. 78F ALONG Ca ACURVE 1378897. AND PROPERTYL - PR SAID E LINESI E TOF NORTH A A 49" 45 NORTH04P RIGHT 273 FEET HAVINGA E BY CHORD SOU OUTH ALC 50° WEST, FGAT 45" E FEET TOF THENCE JING - Ra OF TINFAVOROF GEORGIA POWER COMPANY, RECORDED 08/22/1938,AS E: C GRIDN NAD83, ZONE VALUE 1379228. AND THE POINT PAGE DE THENCEL LEAVING A SADV WESTERLY WAYI INE OF BURLI AND TRUEF A FEET TOA POINT D 53 WEST TO THENCE, 19" LINGTON DRUNNNG, - HALBCOUNTYRECORDS THENCE, TO - AFFECTT SUBJECT PROPERTY ASA ABLANKET EASEMENT TOA APOINT LYLINE OF POINT; SOUTH 15" sE 12. .47 THENCE LEAVING POWERLINE FEET BEINGA A E 22" 212.63 GAMBRELL E WEST EASTERLY EOD FWAY LINE OFI NORTH - DECATURR ROAD ANDRUNNING, "WEST, 93 TOAI THE TOO THENCE DESCRIPTIONIST VAUGE TOBE PLOTTEDHEREONJ MITHI NOK OF WAY; CMEN SAID EASTERLYL LINE OF DRVE, NORTH08-4419 "EAST, 50.57 FEET TO A POINT; NORTH 10. 126 FEET APOINT; - THENCE SAIDE NORTH A OF AND - LE EASTERLYL LINE SAIDG 16. A MDA LEAVING CVEIE DRIVE RUNNING, POINT; TO OF POWER RECORDED ACURVE THE ME3 OF WAYI YINFAVORO GEORGIA AS 705 59" 46 FEET TOA APOINT ALONG SAID RADIUSOF E COMPANY, 04/09/1940, E 216. WESTERLY RIGHT-OFV FWAYLNE OF BURLINGTON ANDBEING BY AC CHORD BEARNGN WES .47 - PAGE DEKALB COUNTY ROAD; FEE NORTH - 2850F RECORDS. THENCE ALONG SAD RIGHT LINE - WESTERLY OFWAYL OF BURLINGTONF ROAD, SOUTH 060464 47 EAST, 75.00 WEST, 35. 40F POINT; THENCE, THE ARC THE 46 E 26 MAYA LEFT AFFECTT THE SUBJECT ASA EASEMENT TOAF TO FEET HAVINGA E PROPERTY ABLANKETP POWERLINE FEET POINT ANDI BEING THE TRUE POINT OF BEGINNING. BY BEL AC - AND BEING SCRIBEDB CHORD NORTH 46" EAST, 34. .30F TO AF E BUT THE DESCRIPTIONIST TOO VAUGE TOBE PLOTTED POINT THENCE, EN HEREON.J AF se SAID TRACT CONTAINS 0.34A ACRES(122 2,340 SQUARE FEET), MORE ORLESS. WES .23FEETT TO TO POINT; THENCE, NORTH EE WE 22.11 TO POINT THENCE, NORTH E ATLANTA GASL LIGHT COMPANY PROPOSED 2" MHP MAINEXTENSION .96 TOA PONT HAVING THENCE, GEORGIA NORTH 1020 GRIDN 2806 WES 35 TOAF OF NORTH E: ASR ZONE CANVE 8337,E ADDITIONE EMORY UNIV., RECORDEDO ON07/09/19461 6INPLATBOOKI 14, AECRAT F TRUE POINTO OF BEGINNING; THENCE, NORTH 71.63F 32 OF DEKALB COUNTY T 3FEETTOAPONET ATHENCE, YRECORDS. PROPOSED INGRESSEGRESS - - - & TO POINT; WEST, E '18" EAST,3.7 79FEET THENCE, SOUTH 70-5459 72.02FEET TOAPOINT; THENCE, NORTH ITEMI MDOESNOTA AFFECT SUBJECTP TPROPERTY] BEING THE TRUE POINT - UTILITY EASEMENT #1 (PARCEL #18 053 03 010) 13-1720 WEST, 13.07FEET TOAPOINT ANDI OF BEGINNING. - GEASEMENTINFNOROF BOOK K655, PAGE 4890F DEKALB ATLANTA COUNTY GASLI LIGHT RECORDS. TCOMPANY, RECORDEDO 007/13/1946,A AS TOGETHERI WITH ANII INGRESSEGRESS AND UTLITYEASEMENT LVINGA ANDBENGINLANDLOT: 520F THE 18TH SAIDE EASEM ME ENT CONT TA AINS 0.01 ACRES, MORE ORLESS. ITEMI IDOESNOT AFFECTS SUBJECT PROPERTY] DISTRICT, DEKALB COUNTY, GEORGIA, AND BEINGDESCRBEDE BY THE FOLLOWINGDATA: (6)EASEMENTI TINFAVOROF GEORGIA POWER COMPANY, RECORDED 06/17/1946,AS COMMENCINGA VARIABLE ATAPOINTA AT INTERSECTIONOF THE WESTERLYRGHTOFWAYI FWAYLNEOF LINEOFE FNORTHDECATURR BURLINGTONROAD ROAD UTILITY PROPOSED INGRESSEGRESS & 657, PAGE DEKIBCOUNT/FECOHDS VARIABLEN WIDTHR RIGHTOF FWAT, GRDN NORTH, NAD83, WESTZ EASEMENT #4 (PARCEL #18 053 03 017) mXE MDOESNOTA ARC SUBJECT PROPERTYJ OF N:1 E: 2250720.8516; ALONGT THE ARC OF FACURVE TO1 E TOGETHERV WITH ANI INGRESSEGRESS ANDUTILITYE EASEMENT! LYING AND BENGINLANDLOT: 520F THE 18THDISTRICT, OF WAYEASEMENTI TINFAVORO GEORGIA APOWER RECORDED HAVING OF 2.84F FEETANDBEINGS BY WEST, DEKALB COUNTY Y, GEORGIA, ANDBEINGD DESCRIBEDE BY THE FOLLOWINGI DATA: - PAGE COUNTY COMPANY, FEET TO 52° 34' 45' WEST, 9.84 FEET GRID - 15/1950, ASE QRBIT ITEMDOES NOT BOOK AFFECT 816, SUBJECT AVOROFS PROPERTYJ DEKALB RECORDS. NAD83, AA ZONE VALUE a N: 2250535. 2093 BRA PONT OF COMMENCING AT APOINT AT THEI INTERSECTIONOF THE WESTERLY RIGHT-OFWAYL LINE OFE BURLNGTONR ROAD (HAVINGA ROAD, E BEGINNNG; ECONTNUNGA GALONG o 0 DECATURI VARIABLEV WIDTHR RIGHTOFWAAWITH) RIGHTOFWAY LINEOF ROAD! HAVINGAVARIABLE TOF PROPERTYOFE ASR RECORDEDON0S/77951 INPLAT 52° 34 ES 45' TOA POINT; THENCE, A TOF TOA POINT; RIGHT OF SADPONT NORTH, WEST - EMORY SOUTH 10. 17F FEET TOA 12. 47 WDTH FEET TOA E POINT A 229.7 78 ALONG THE AC CURVE RIGHT THAVINGA 2352. PAGE1 onE OF NORTH 7208 Ue EOUS - BSVIS NOT EENS EASE WAYL OF ANDR BEDI BY ACHORD 50°435 TO A THENCE, ITEMD ADOES AFFECT SUBJECT PROPERTY] 14' EEKY BEARINGS SOUTH WEST, 229,69F FEET APOINT SOUTH 52"34 - a 06° TOI OPOINT THENCE CONTNUING GALONG SADNORTHERLY NORTHDECATURF SOUTH 17° 54'3 31 10. DA GRE 43 AP POINT; WES FEET TO APOINT; THENCE, 13 36. GEORGIA POWER RECORDED 10/07/1959, B INFAVOROF COMPANY, AS 27 A 53-001 a .23 ARC OF LEFT AND A 3FETALONGT - CURVE THE HAVINGARADUS OF OBENG TO APOINT; 57°1 15" SAID MESI 18 47 1455, PAGE COUNTYR FEET APOINT CN RECORDS. 26. - BY BEARING 81°3 34'2 24" E6A5OFDEKIB NORTH TO TO E WEST, FEETT POINT 44-39:02 RIGHT-OF WAY LINE OF ROAD 126. .93 - MDOESNOTA AFFECT SUBJECTI PROPERTYJ 40F THENCE, .46 A THE RUNNING APONT; - GFEETALONG APC OINT; AF E NORTH FEETT TO NORTH G WEST, 6 FEET AND BYA TOA A DARUD BENGS a CA 30F AF WES 43 CORD DED NORTH THE - 155131 E TINFAVOR ROF GEORGIA POWER COMPANY, RE 12/0 1959, AS NORTH TO FEET TOAP PONT ACURVE LEFT a TOA 22. Eas 1473, PAGE 250 OF DEKALB COUNTY RECORDS. 39' WEST, 20623EE AP NORTH RADIUS OF 33.09F BENGS BY EARNG 3424 OF 26. TOA E OT THENCE, WE 38'3 35' 48. 91 FEET BOEIEE ITEMDOESNOTA AFFECT EST, FEET POINT BEST THENCE NORTH 440 ENCE, 46 ALONG ARC ACURVE AF SUBJECT TPROPERTY] POINT; 44 78 TET 19" ,2. TO 3.95 a - THENCE, 36 PONT - BAE 1908 WEST, RADIUS OF .67 BEING 34 30F FEET - CHORD - M AD TOAP OAC 161 EAS - - 1 E POINT - OF YINFAVOROF GEORGIA POWER COMPANY, RECORDEDO AI POINT; THENCE,SOUTH 50-5040E EAST, NOR FEET PONTT THE ENCE, 22. 11F FEETT TO - 07/06/1962,AS - WAYI TOA DA E 61. 1087 ONG T ACURVE ARADUS OF FEI ET E ALO A ABADN 96 WE PAGE 5600FD DEKALBCOUNTY - RECORDS. OBY - BORTS AT ITEMN MAY AFFECT THE SUBJECTH BUT TIS TOBEF 44°3 39/02" EAST, 16F TOA POINT; B FT TOA oN 2 63 FEET OIN NT PROPERTY, TOOVAGUE D PLOTTEDI 32. 71 FEET TDAR ALONG E THE 17 AC a - - ARCOFA ACURVE - BY A CHORDI BEARING SOUTH 18'EAST, FÉET POINT HAVINGA GEORGIA GRIDNORTH, WEST ZONE N: - IR BENG SCRBEDE 29-3344" E OF WAYE EASEMENTI INFAVOR GEORGIA POWER COMPANY, RECORDED ANDE BEING TRUE .0638 30 THE TRUE POINT OF BEGINNING; THENCE, SOUTH oyt EAST, 22 EOA - AE 32. EAST, 2.16FEETT TOAPOINT THE POINT OFE BEGNNING. 107. .45 FEET TOAF POINT; TOA $ ASE BOOK RECORDS. THENCE, - 1922, DEKALB COUNTY mE TEEN NOTA AFFECT SUBJECT AEEES TPROPERTY] SAIDE EASE CON AINS 0.46 ACRES, MORE ORLESS. POINT, THENCE, NORTH S 70-545 VS 107.5 .56 FEET TOAPOINT ANDE BENG THE TRUE POINT OF BEGINNING. - E FOR RANCHORS, GUY POLES ANDI WIRES, RECORDEDO 07 7/1 14/1967 ASBOOK SAIDE EASEMENT CONTAINS 0.02 ACRES, MORE ORLESS. n EAKENE ITEMDOES PAGE NOT 6640 AFFECT OF DEKALBCOUNTY SUBJECT PROPERTY. RECORDS. PROPOSED INGRESSEGRESS & PROPOSED LEASE AREA UTILITY EASEMENT #2 (PARCEL #18 053 03 030) THAT TRACT ORPARCEL OFL LANDLYINGA 520F1 THE GEORGIA, OF ASBOOK2 WAYE EASEMENTI PAGE INFAVOR 600F OF FDEKALB GEORGIA COUNTY POWER RECORDS. COMPANY, RECORI DED TOGETHERWITHA ANII INGRESSEGRESS AND DUTLITYEASEMENTI ANDBENGNLANDLOT: 520F THE 18TH NDE BENGI MORE PARTICULARLY YDESCRIBED ANDBENGNLANDLOT AS FOLLOWS: 18THDISTRICT, DEKALBCOUNTY, AFFECTSTHE PROPERTYA ASABLANKETE EASEMENT FORF POWERBUT DISTRICT,D DEKALB COUNTY, GEORGIA, AND BEINGI DESCRIBEDI BY BVMEA FOLLOWINGI GDATA: COMMENCE AT APOINT AT THEI THE OF IS TOO DVAUGE TOBE PLOTTEDHEREONJ COMMENCINGA AT APOINT AT THE INTERSECTIONOF THE WESTERLY YRIGHTOFWAYL LINEOFE BURLINGTON ROAD VARIABLEV WDTHF RIGHT T-OF WAY)V WTHT INTERSECTIONOF THE NORTHERLY YEGATOFWAY WESTERLYR RIGHTOFWAYL LINE OF NORTHDECATURF LINE BURLINGTONR ROAD (HAVINGAV VROAD HAVINGA VARIABLE WIDTH LE OFI WAY YDEEDINFAVOR ROF DEKALB COUNTY, RECORDED0426/974,A5 (HAVINGA VARIABLEV VARIABLEV WIDTH WIDTHE RIGHT TOFWAMWTH THE NORIHERLYF YRIGHTOF F-WAY GRIDN LINE OF NORTHD DECATURR ROAD T-OF-WAY), 229. HAVINGA .78 FEETA GEORGIA ARC VALUEOF N: OF PAGE FDEK KALB COUNTY INGHTOENAISADFONT HAVINGAGEORGIAC NORTH, VALUE RIGHT AND CA 1780F RECORDS HAVNGAR Aa SC BSPATS DTEMN MAY AFFECT THE SUBJECT PROPERTY, BUTI IS TOO VAGUE TOBE PLOTTED] .0473, THENCE, 229. .78FEET THE ARC OF BEARING WES TOAF SOUTH E - - RADIUS OF 2352. FEET BENGSCRBEDBY AC BEA ARINGS SOUTH WEST, HAVINGAGEORGA GRDN NORTH, EV VALVE OF INFAVOR OF GEORGIAPOWER COMPANY, RECORDED 08/0 01 /1978, AS TOAF THENCE CE, TH AD 9.84 FEET SAIDI NORTHERL RIGHT T-OF WAYL LINE OF ROA DADA 32.71 ARC DVS A E 3858, ,PAGE 3720FDEMAIBCOUNTV OF WAYL T OF ROTME AT ROAD, BONA WEST, ACURVE THE RIGHT HAVING RADUS OF 51. ANDBEINGS CHORDE BEARINGNORTH - RECORDS. 2.82 FEET TOAPOINT FEET - 36. .74 TOA 32. 16 FE APOINT THENCE, NORTH 95 16 T 1DOES NOTA AFFECT SUBJECT PROPERTY] THENCE, SOUTH TTOA APOINT SOUTH 53-2519 WES 10. 17F FEET 118. FEET E - GAS 5701 AF - THENCE, 181 WEST, .47 7FEET TOA POINT; THENCE LEAVING SAID CURVE TO OPA LEFT HAVINGARADIL ANDE BENG E EI TOF LINE NORTHI 56. TOA TA FEET OF WAY INFAVOROFS SOUTHERNE BELL TELEPHONE AND TELEGRAPHO COMPANY, OF AF NORTHO 14: APOINT; WEST, THENCE, NORTH - 40F - TOA 2 04/16/ /1985, ASBOOK 5190, PAGE 437 OFD DEKALB COUNTY RECORDS. 50. GT VESTY 10.3 TOA APOINT 780 111 ANI RONE PIN SET THAVINGAG LCN NORTH, - BIRGETO ACN SIDASAE I TH 131 11 AF - ITEMDOESNOTA AFFECT SUBJECT PROPERTY] HENCE, FOMA POINT THENCE, 2 23F V ZONE VALUE 913 .9949 TRUE POINT a TO THE LEFT HAVING AF RADIUS VE A AND BENGS SCRIBEDBY ACHORDB NORTH 14-01'1 18 WEST, 15.94 AN RONPIN NO JORTH EAST, 101. G TO ANI SET; - E AT os - .47 FEET 25. 26. 44° TOA SOUTH WAY ROF DEKALB RECORDED03/061986, WEST, TOAPOINT THENCE 39' 02" 35. 35. 46F 06-3808'EAST, FEET TOANI VIRONP PIN SET; THENCE, SOUTH 98.31 FEET TOA ANIRON - OF COUNTY, AS ARC 67 40FEETT APOINT THENCE, PIN ISET AND THE TRUEP POINT OF 75-4708 WEST, 91 - DE KALB COUNTY THE OF ACURVET HAVNGA AND BEINGS SCRIBEDBY BEGINNING. - BBRCET 5418, PAGE EENSCE RECORDS. NORTH2 BEL U 01 206. 1DOESI NOT AFFECT SUBJECT WESI, - DTEMD PROPERTY] HENCE, 22. PA FMA 0e APOINT; 23FEET B o R G, MCLSJOB J. POINT NAD83, VALU G #23332 - OF MICHAEL .MANDL, EXECUTIVE VICE PRESIDENTE EMORY UNIVERSITY, HAVINGA WESTZ ZONE JE N: 5.4748, E GTT RPISTERLEO 7 E - BATDNES 06/1 16/2004A ASBOOK1 16268, PAGE 799 OF DEKALB COUNTY RECORDS. BEGNNNG THENCE, NORTH 02 0202806 WEST, TOA POINT NORTH DRAWNBY CHECKEDE BY DTEMI IDOESNOTA AFFECT SUBJECTF PROPERTY] FEETTOAPONTT SOUTHI 13-1720' A FEETI APONT 70-5459 35.5 54 TO APOINT; SOUTH 35" 48. 91 FEET TOAPOINT No. NDW - WEST, THENCE, 69P383 WEST, ANDBEING 3481 CDM&CAM - ANDRESTRICTIONS AS STATEDIND IDEED, RECORDED 12/30/ 010 AS TRUE POINT OF BEGINNING. PROFESSIONAL B PAGE 600F PROPER DEKALBCOUNTY RECORDS. 0.03 ACRES, MORE ORLESS, ASSHOWNINAS SURVEY PROVDENCE e E ISSUE DATE 105-2023 PAS SUBJECTP ERTY ASAPERPETUAL, NONEXCLUSIVE RIGHT, ESTATE CONTAINS DATEDO PREPAREDFORF 5, UPON, OVER AND ACROSS SUBJECT CONSULT LTING, INC.,BYM MCCANNLAND SURVEYORS OCTOBER ANDL LAST TREVSED LAST 2-12-2024 ET PRVLEGE EASEMENT, ACCESSFORS PROPERTY] EREEETO FEBRUARY 9, 2024. 2023, ae REVISED ADAM SHEETNUMBER 30F3 LEASE AGREEMENT (Space for Tower and Related Building) THIS LEASE AGREEMENT (this "Lease") dated as ofthe latter of the signature dates below (the "Effective Date"), between GEORGIA POWER COMPANY, a Georgia corporation, with a its principal office located at 241 Ralph McGill Boulevard, Atlanta, Georgia 30308-3374 (hereinafter referred to as the "Lessor"), and Diamond Towers VI LLC, a Delaware limited liability company, with its principal office located at 120 Mountain Avenue, Springfield, New Jersey 07081 (hereinafter referred to as the "Lessee"). WITNESSETH: THAT Lessee desires to construct a one hundred fifty-five (155) foot high telecommunications tower and related appurtenances (the "Tower") on that certain tract or parcel of land lying and being in DeKalb County, Georgia, and having an address of 538 Burlington Road NE, Atlanta, DeKalb County, Georgia, also known as DeKalb County Tax Parcel 18-053-03-017 and being more particularly described on Exhibit "A" attached hereto and by reference made a part hereof (the "Site"); THAT Lessor has this day rented and leased to Lessee the Site. Forandincmsidenationol othergpodandwaluabiecomsidemation,md. the mutual covenants contained herein, and intending to be legally bound hereby, Lessor and Lessee hereby agree with each other as follows: 1. PREMISES: Lessor hereby leases and lets to Lessee, and Lessee hereby takes and hires from Lessor, upon and subject to the terms, conditions, covenants and provisions hereof, the Site, together with thei non-exclusive right, privilege and easement over and across the Easement Area (as hereinafter defined), seven (7) days a week twenty-four (24). hours a day, on foot or motor vehicle, for pedestrian and vehicular access to and from the Site, including trucks, together with the non- exclusive right, privilege and easement over and across the Easement Area for the purpose of providing utilities (including, but not limited to, electricity, data communications, and fiber optic cable) to the Site, over, under or along a thirty foot (30) right-of-way (the "Easement Area") extending from the nearest public right-of-way, Gambrell Drive NE, to the Site (the "Access Easement"), the location of the Easement Area being described on Exhibit "B" attached hereto and incorporated herein by reference (all oft the foregoing collectively referred to as the "Premises"). 2. INITIAL TERM AND EXTENSIONS: The initial term ofthis Lease shall begin on January 1, 2024 (the "Commencement Date"), and terminate on the last day of the month within which the fifth (5th) anniversary of the Commencement Date occurs, unless sooner terminated or extended as herein provided (the "Initial Term"). Lessee shall have the right to extend the term of this Lease for seven (7) additional, five (5) year terms (each an "Extension Term"). The InitialTerm together with all validly exercised Extension Terms is sometimes referred to herein as the "Term." Each Extension Term shall be on the same terms and conditions as set forth herein, except that the number of extensions available shall be decreased by one (1) for each such Extension Term. This Lease shall automatically extend for each successive Extension Term unless Lessee notifies Lessor, in writing, of Lessee's intention not to extend the Term, at least sixty (60) days prior to the expiration of the Initial Term or the then Emory University GA565 GP. Lease Agt EXE applicable Extension Term. IfLessee shall remain in possession of the Premises ati the expiration of the Term without a written agreement, such tenancy shall be deemed a tenancy-atr-sufterance, at a Rent (as hereinafter defined) rate equal to of Rent in effect at the expiration of the Term and otherwise upon the same terms and conditions of this Lease (but there shall be no rights to extend). 3. RENT; HOLDING FEB: Lessor shall be compensated on a monthly basis during the Initial Term and any Extension Terms thereof at a rate which is, in any particular month, equal to oft the Gross Revenue ("Rent"). "Gross Revenue" means revenue collected by Lessee from its licensee(s) or sublessee(s), not including: (i) any pass through or reimbursable payments made by Lessee's licensee(s) or sublessee(s) to Lessee with respect to taxes, (11) any other direct expenses or any capital contributions made to Lessee relating to the construction, modification and/or upgrade of the Tower and Lessee's Facilities (as hereinafter defined), Premises, easements and/or the installation of the licensee(s) or sublessee(s) equipment on the Tower, Lessee's Facilities, Premises or easements; and (iii) any other reimbursements ofexpenses orj payments madel by Lessee's S licensee(s) or sublessee(s) to Lessee. Additionally, Lessee shall pay a fee to Lessor in the amount of (the "Holding Fee") at the end of each period of six (6) months occuring between the Effective Date of this Lease and the date on which Lessee begins collecting Gross Revenue. The Holding Fee due for any periods of less than six (6) months shall be prorated based on the number of days in such period. The rights and obligations with respect to the Holding Fee(s) shall be treated the same as Rent for all intents and purposes under this Lease. Lessee shallmakeallsuch, payments of Rent. and aligessdeadhssehehatrasiase: to such other address as Lessor shall from time to time designate by written notice at least thirty (30) days in advance ofany Rent payment date. In addition to the Rent as set forth above, Lessee shall from time to time, within thirty (30) days after invoice therefor, reimburse Lessor for an amount equal to of the reasonable and necessary costs and expenses incurred by Lessor for routine road maintenance for the access road extending from the Site to the road surface of Gambrell Drive NE, and along which Lessee's Access Easement runs; provided, however, that Lessee shall be responsible for of the reasonable costs and expenses of repairs and replacements of damage or destruction caused by or resulting from the negligence or willful misconduct of Lessee, Lessee's agents or employees. 4. ASSIGNMENTS AND SUBLEASES: This Lease may be sold, assigned or transferred by the Lessee without any approval or consent of the Lessor to the Lessee's principal, affiliates, subsidiaries ofi its principal ort to any entity which acquires all or substantially all ofLessee's assets in the market defined by the Federal Communications Commission in which the Site is located by reason of a merger, acquisition or other business reorganization or to an entity which acquires or receives an interest in the majority of communication towers ofLessee in the market defined by the Federal Communications Commission in which the Site is located. As to other parties, this Lease shall not be sold, assigned or transferred without the written consent ofthe Lessor, which such consent may be granted or withheld in Lessor's sole discretion. Notwithstanding the foregoing, Lessee shall have the right, without Lessor's consent, to sublease its rights under this Lease, but any such sublease or assignment shall be subject to all terms and conditions of this Lease. Lessee shall provide Lessor written notice of any such sublease within thirty (30) days of the full execution of a sublease agreement. Lessee may, upon notice to Lessor, mortgage or grant a security interest in this Lease and the Tower and Lessee's Facilities, and may assign this Lease, the Tower, and Lessee's Facilities to Emory University GA565 GP Lease Agt EXE any such mortgagees or holders of security interests, including their successors and assigns (hereinafter, collectively referred to as "Secured Parties"). 5. TOWER COMPLIANCE: Lessee shall comply, at Lessee's sole cost and expense, with all tower marking and lighting requirements of the Federal Aviation Administration ("FAA") and the Federal Communications Commission ("FCC"). Lessee, at Lessee's sole cost and expense, shall maintain the Tower in good order and repair (including without limitation all necessary replacements), and shall observe and comply with all present and future laws, ordinances, requirements, orders, directives, rules and regulations of the federal, state, and county governments and of all other governmental authorities affecting the Tower or appurtenances thereto or any part thereof whether the same are in force at the Commencement Date or may in the future be passed, enacted or directed. To the extent feasible and in compliance with the foregoing, Lessee shall use blinking red lights on the Tower instead of strobe lights. 6. TOWER CONSTRUCTION: Prior to the construction of the Tower, Lessee, at Lessee's sole cost and expense, shall obtain and provide to Lessor a soil test report with respect to the load bearing capacity of the soil and such other matters as Lessor shall require. No additional tower shall be constructed or installed on the Premises without the prior written consent of Lessor, which consent may be granted or withheld in Lessor's sole discretion. The value or cost of any improvements constructed by Lessee shall not in any way constitute a substitute for or a credit against any obligation ofLessee under this Lease to pay Rent or any other sums. 7. LESSEE COMPLIANCE: Lessee, at Lessee's sole cost and expense, shall comply with all local, city, county, state and federal laws, rules, ordinances, statutes and regulations (including but not limited to FCC requirements applicable to Lessee's Facilities) now in effect or hereafter enacted or passed as the same may apply to the use of the Premises by Lessee, and shall obtain, at Lessee's sole cost and expense, any licenses, permits and other approvals required for Lessee's use of the Premises. Lessor agrees, provided Lessor incurs no cost or expense, to cooperate with Lessee in obtaining such licenses, permits or approvals. 8. USE; GOVERNMENTAL APPROVALS: Lessee shall use the Premises solely for the purpose of constructing, maintaining and operating a communications facility, including, without limitation, the Tower, and uses incidental thereto and all necessary appurtenances ("Lessee's Facilities"), and for no other purpose. A security fence consisting ofchain link construction or similar but comparable construction may be placed around the perimeter of the Premises at the discretion of Lessee (not including the Easement Area for the Access Easement). Lessee's Facilities shall be constructed by Lessee at Lessee's sole cost and expense, in a good and workmanlike manner in accordance with Lessee's specifications, in strict accordance with all applicable codes, statutes, rules and regulations. Notice is hereby given that Lessor shall not be liable for the cost and expense of any labor, services or materials furnished or to be furnished with respect to the Premises at or by the direction ofLessee or anyone holding the Premises or any part thereofby, through or under Lessee and that no laborer's, mechanic's or materialman's or other lien for any such labor, service or materials shall attach to or affect the interest of Lessor in and to the Premises. Nothing contained in this Lease shall be deemed or construed in any way as constituting the consent or request ofL Lessor, express or implied, by inference or otherwise, to any contractor, subcontractor, laborer or materialman for the performance of any labor or the furnishing of any materials for any improvements or repairs to or of the Premises or any part thereof, nor as giving Lessee any right, power or authority on behalf of Emory University GA565 GP Lease. Agt EXE Lessor to contract for or permit the rendering of any services or the furnishing of any materials that would give rise to the filing of any lien against the Premises or any part thereof. It is understood and agreed that Lessee's ability to use the Premises is contingent upon its obtaining, at Lessee's sole cost and expense, after the execution date of this Lease all of the certificates, permits and other approvals (collectively the "Governmental Approvals") that may be required by any federal, state or local authorities as well as satisfactory soil boring tests which will permit Lessee's use oft the Premises as set forth above. Lessor shall cooperate with Lessee in its effort to obtain such approvals and shall take no action which would adversely affect the status ofthe Site with respect to the proposed use by Lessee. In the event that any of such applications for such Governmental Approvals should be finally rejected or any Governmental Approval issued to Lessee is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority or soil boring tests are found to be unsatisfactory SO that Lessee in its sole discretion will be unable to use the Premises for its intended purposes or the Lessee determines that the Premises are no longer technically compatible for its intended use, Lessee shall have the right to terminate this Lease upon thirty (30) days' written notice to Lessor and payment of a termination fee (in addition to the Rent due through the effective date of such termination) equal to three (3) months' Rent at the then existing monthly rate, and this Lease shall terminate and end on the date thirty (30) days after the date ofsuch notice. Notice ofthe Lessee's exercise of its right to terminate shall be given to Lessor in writing by certified mail, return receipt requested. In addition to the termination fee, all Rent paid prior to said termination date shall be retained by the Lessor. 9. TITLETOI LESSEE'S FACILITIES: Title to Lessee's Facilities shall be and remain solely in Lessee. Lessee, at Lessee's sole cost and expense, shall maintain the Premises and Lessee's Facilities in good order and repair. Lessee shall return the Premises to Lessor at the termination or expiration ofthe term ofthis Lease in as good condition and repair as when first received, reasonable wear and tear excepted. 10. UTILITIES: Lessee shall be responsible for, shall cause to be separately metered, and shall promptly pay in full for all electricity consumed by Lessee at the Premises. 11. LENSENCUMBRANCIS Lessee shall not create or permit to be created or to remain, and, shall promptly discharge, at its sole cost and expense, any lien, encumbrance or charge upon the Premises, or any part thereof or upon Lessee's rights under this Lease that arises from the use or occupancy of the Premises by Lessee or by reason of any labor, service or material furnished or claimed to have been furnished to or for the benefit of Lessee or by reason of any construction, repairs or demolition by or at the direction of Lessee. Lessor hereby waives any and all lien rights it may have, statutory or otherwise, in and to the Tower and/or Lessee's] Facilities or any portion thereof, regardless of whether or not same is deemed real or personal property under applicable laws. Lessor consents to Lessee's right to remove all or any portion of the Tower and/or Lessee's Facilities from time to time in Lessee's sole discretion and without Lessor's consent. 12. INSURANCE: (a) Lessee agrees to acquire and maintain during the term of this Lease commercial general liability insurance (including, but not limited to, independent contractors engaged in construction and contractual liability for the indemnities ofLessee herein set forth subject to standard policy provisions and exclusions) in an amount not less than One Million and No/100 Dollars ($1,000,000.00) (aggregate of all claims) per occurrence for claims arising from the installation, use, Emory University GA565 GP Lease Agt EXE maintenance, repair or removal ofLessee's Facilities (excluding claims, costs, damages and liabilities for which Lessori is responsible as provided in Paragraph 14 hereof). Such insurance may be furnished under a "primary" policy or "umbrella" policy or policies. Lessee agrees to acquire and maintain during the term of this Lease automobile liability insurance in the minimum limit amount of One Million and No/100 Dollars ($1,000,000.00) per occurrençe. Lessee agrees to acquire and maintain during the term of this Lease workers' compensation insurance, in an amount not less than the minimum amount required by law, and employer's liability insurance, in an amount not less than One Hundred Thousand and No/100 Dollars ($100,000.00) per occurrence. From time to time during the Term, Lessor may reasonably increase the limits of1 the foregoing insurance coverages required to be maintained by Lessee to the amounts customarily required by Lessor for similar properties. Lessee agrees to acquire and maintain during the term of this Lease insurance against the risks customarily included under l"all-risks" policies with respect to improved properties similar to Lessee's Facilities in an amount equal to the "full insurable value" (which as used herein shall mean the full replacement value, including without limitation the costs of debris removal, which amount shall be determined annually) of all Lessee's Facilities (including, but not limited to, the Tower). During construction, reconstruction, alteration or material remodeling of any improvements on the Premises such policies shall be in "builder's risk" form ifthere would be an exclusion of coverage under Lessee's all-risks policy as a result of such construction, reconstruction, alteration or material remodeling. All such insurance: may be carried in whole or part under any blanket policies that Lessee may have that include the coverages herein required. All insurance shall be written by companies of recognized financial standing which are authorized to do insurance business in the state where the Premises are located, shall list Lessor as_ an additional insured on the general and automobile. liability policies and the insurance program shall provide that no cancellation shall be effective until at least thirty (30) days' written notice to Lessor. A certificate (Acord or equivalent form) ofi insurance in force, issued by the insurer and reflecting the above, shall be delivered to Lessor on or before the date Lessee is required to obtain the applicable insurance, and with respect to renewal or replacement policies, not less than fifteen (15) days after the expiration of the policy being renewed or replaced. (b) Lessor agrees that at its own cost and expense, it will maintain comprehensive general liability and property liability insurance with liability limits of not less than One Million and No/100 Dollars ($1,000,000.00) ofinjury to or death of one or more persons in any one occurrence and Five Hundred Thousand and No/100 Dollars ($500,000.00) for damage or destruction to property in any one occurrence. Lessor may self-insure against any loss or damage which could be covered by a comprehensive general public liability insurance policy. 13. WAIVER OF SUBROGATION: (a) To the fullest extent permitted under O.C.G.A. Section 13-8-2, Lessor and Lessee hereby waive any claim each may have against the other or any affiliate of the other by way of subrogation or otherwise from any and all liability for any loss or damage to property, whether caused by the negligence or fault of the other party, to the extent such loss or damage is covered or required to be covered by the fire and extended coverage policy or sO-called all-risk policy with respect to the Tower, Site, Premises or Lessee's Facilities, or any plan of self-insurance by Lessor or Lessee with respect to risks which would be insured against under such policies, notwithstanding the failure to obtain such policies. Each ofLessor and Lessee shall cause any fire insurance and extended coverage or so-called all-risk policies which it maintains in respect of the Tower, Site, Premises or Lessee's Facilities, to contain a provision whereby the insurer waives any rights of subrogation against the other party. Emory University GA565 GP Lease Agt EXE (b) Except as otherwise provided in Paragraph 13(a) and Paragraph 14, the waivers and indemnities in this Lease in favor ofLessor shall not apply to damages arising out ofbodily injury to persons or damage to property to the extent caused by or resulting from the negligence of Lessor, its agents or employees to the extent O.C.G.A. Section 13-8-2 is applicable thereto. Except as otherwise provided in Paragraph 13(a), the waivers in this Lease in favor ofLessee shall not apply to damages arising out ofbodily injury to persons or damage to property to the extent caused by or resulting from the negligence ofLessee, its agents or employees to the extent O.C.G.A. Section 13-8-2 is applicable thereto. 14. INDEMNITY: Lessee shall, and does hereby agree to, indemnify, save harmless and defend Lessor (its affiliates and their respective directors, officers, agents and employees) from any and all claims, costs (including but not limited to court costs and attorneys' fees), damages and liabilities (except as set forth in the next sentence) arising from or out of any occurrence in, upon or at the Premises or the occupancy or use by Lessee of the Premises or the installation, use, maintenance, repair or removal of Lessee's Facilities, or (except as set forth in the next sentence) occasioned wholly or in part by any negligent act or omission of Lessee, its agents, contractors, employees, servants, lessees, licensees or concessionaires. In the event of joint and concurring negligence or fault of both Lessor and Lessee, responsibility and indemnity shall be apportioned comparatively in accordance with the laws of the State of Georgia, without, however, waiving any defense of the parties under Georgia law, and Lessor shall be solely responsible for, and Lessee's indemnity contained in the sentence immediately preceding this sentence shall not apply to, claims, costs (including, but not limited to, court costs and attorneys' fees), damages- and liabilities-to the extent arising from or out oft the negligence ofLessor, Lessor's officers, agents, servants, employees or contractors. Each affiliate of Lessor is an intended third party beneficiary of the foregoing indemnity. 15. DEFAULT: The following events shall constitute events of default under this Lease: (1) Lessee's failure to pay any installment ofRent when the same shall be due and payable and the continuance of such failure for a period of fifteen (15) days after receipt by Lessee of notice in writing from Lessor specifying such failure; or (2) Lessee's failure to perform any of the other covenants, conditions and agreements herein contained on Lessee's part to be kept or performed and the continuance of such failure without the curing of same for a period of sixty (60) days after receipt by Lessee of notice in writing from Lessor specifying the nature of such failure. In the event that such failure is of such a nature that it cannot be cured within such sixty (60) day period then such failure shall not be deemed a default SO long as Lessee, after receiving such notice, promptly initiates efforts to cure the failure and thereafter diligently and continuously takes all steps necessary to complete the same promptly. (3) Upon the occurrençe of an event of uncured default, Lessor may terminate this Lease by written notice to Lessee and Lessee shall have sixty (60) days after Lessor's notice within which to remove Lessee's Facilities (and Lessor shall not enter upon and take possession of the Premises and remove Lessee prior to the earlier oft the removal of Lessee's Facilities or the passage of sixty (60) days from Lessor's S notice). 16. ENVIRONMENTAL: Except for the storage and use of such Hazardous Substances (as hereinafter defined) as are commonly legally used or stored and in such quantities as are commonly legally used or stored as a consequence of using the Premises for the purposes permitted Emory University GA565 GP Lease Agt EXE hereunder (but only SO long as the use or storage of such substances does not pose a threat to public health or to the environment and does not necessitate any government regulation, including but not limited to permitting, notification, reporting or response or remedial action under applicable environmental laws), and except for the Generator (as hereinafter defined) and its fuel (provided Lessee complies with the provisions of the next grammatical paragraph regarding the Generator), Lessee shall not allow any Hazardous Substances (as hereinafter defined), including without limitation any and all pollutants, wastes, flammables, explosives, radioactive materials, hazardous materials, hazardous wastes, hazardous or toxic substances and all other materials defined by or regulated under any environmental law (including, without limitation, common law), rules, regulations, orders, ordinances, permits, and authorizations (collectively, "Environmental Laws"), including without limitation any natural gas and natural gas products, and any petroleum or petroleum derived substance or waste, and any constituent of any such substance or waste regulated or defined by or pursuant to any Environmental Laws (collectively, Hazardous Substances"), including those defined by the Comprehensive Environmental Response, Compensation and Liability Act of 1980 ("CERCLA"),4 42U.S.C. $ 9604, pollutants or contaminants as defined in CERCLA, 42 U.S.C. S 9604 (A) (2), or hazardous waste as defined in the Resources Conservation and Recovery Act ("RCRA"), 42 U.S.C. $ 6903, or other similar applicable Federal or State Laws or regulations (including, without limitation, the Clean Air Act, the Toxic Substance Control Act, and the Clean Water Act, as amended), to be generated, released, stored, or deposited over, beneath, or on the Premises or on any structures located on the Premises from any source whatsoever. Lessee covenants to indemnify and hold Lessor harmless from all claims, demands, damages, fines, costs, cleanup, attorneys' fees, and court costs (collectively, "Claimsl)arising from Lessee's violation.oft the foregoing covenants. Lessee shall be entitled to install and use on the Site a propane or diesel fueled emergency electricity generator and above ground fuel storage tank (collectively the "Generator"), at Lessee's sole cost and expense. The Generator shall be used solely for emergencies and for testing (but not more than one (1) test per week). Lessee, at Lessee's sole cost and expense, shall obtain all necessary municipal, state, and federal permits and authorizations to install, maintain and operate the Generator and shall pay any charges levied by governmental agencies in connection therewith. In no event shall Lessee be entitled to install underground storage tanks in connection with the Generator. The Generator shall be installed in such a manner SO as to comply with all applicable Environmental Laws and other requirements, including but not limited to those concerning above ground storage tanks. Prior to use ofthe Generator, Lessee shall provide Lessor written documentation that the Generator has been installed in compliance with the foregoing. At the expiration or earlier termination of the term, Lessee shall remove and dispose of the Generator in accordance with all applicable Environmental Laws and surrender and restore the Premises to Lessor in as good a condition as when received. Lessee agrees to indemnify and hold Lessor harmless and defend Lessor from and against any and all losses, liabilities (including, without limitation, environmental liabilities of any kind whatsoever), costs and damages suffered by Lessor on account of or associated with the Generator, including but not limited toi thei installation, use, maintenance and removal thereof, except to the extent such costs and damages are caused by or result from the negligence or willful misconduct of the Lessor, Lessor's officers, agents, servants, employees or contractors; provided, however, that such exception shall apply if and only to the extent that Lessee has complied with the provisions of this Paragraph 16. 17. TAXES: Ifsuch bill is sent to Lessor, Lessor shall provide Lessee with a copy of any notice, assessment, or billing relating to real estate taxes for which Lessee is responsible under this Paragraph prior to the date that the same are due and payable. Lessee shall pay and discharge punctually, as and when the same shall become due and payable, all taxes and other governmental Emory University GA565 GP Lease Agt EXE impositions and charges ofevery kind and nature whatsoever, extraordinary as well as ordinary which shall or may during the term of this Lease be charged, levied, laid, assessed, imposed, become due and payable, or liens attributable to Lessee's Facilities (including, but not limited to, the Tower) or any part thereof, or any personal property, fixtures or equipment owned by Lessee thereon or therein or any part thereof, together with all interest and penalties thereon, under or by virtue of all present or future laws, ordinances, requirements, orders, directives, rules or regulations of the federal, state and county governments and of all other governmental authorities whatsoever. If personal property taxes are assessed against Lessee's Facilities, Lessee shall pay such taxes as are directly attributable to Lessee's Facilities. Except as provided above, Lessor shall pay and discharge punctually, as and when the same shall become due and payable, all taxes and other governmental impositions and charges of every kind and nature whatsoever, extraordinary as well as ordinary which shall or may during the term oft this Lease be charged, levied, laid, assessed, imposed, become due and payable, or liens upon or for or with respect to the portion of the Land from time to time contained in the same tax parcel as the Site, or any buildings, appurtenances or equipment owned by Lessor thereon or therein or any part thereof, together with all interest and penalties thereon, under or by virtue of all present or future laws, ordinances, requirements, orders, directives, rules or regulations ofthe federal, state and county governments and of all other governmental authorities whatsoever. Lessee shall have the right, at its sole option and at its sole cost and expense, to appeal, challenge or seek modification of any real estate tax assessment or billing for which Lessee is wholly or partly responsible for payment under this Lease. Lessor shall reasonably cooperate with Lessee in filing, prosecuting and perfecting any-a appeal or challenge to real estate taxes as set forth in the preceding sentence, including but not limited to, executing any consent to appeal or other similar document. Lessee agrees to indemnify and hold Lessor harmless from and against any and all losses, costs, damages and expenses suffered or incurred by Lessor on account of or relating to Lessee's appeal, challenge or modification or attempted modification of any real estate tax assessment or billing. 18. NOTICE: All notices, demands, requests, consents, and approvals desired, necessary, required or permitted to be given pursuant to the terms of this Lease shall be in writing and shall be deemed to have been properly given if delivered by hand delivery, or sent by recognized national overnight delivery service (delivery charges prepaid or billed to the sender) for next business day delivery, or sent, postage prepaid, by first class registered or certified United States mail, return receipt requested, addressed to each party hereto at the following address: Lessor: Georgia Power Çompany Attention: Kouin L. Paircan Environmental and Natural Resources Department BIN 10151 241 Ralph McGill Boulevard Atlanta, Georgia 30308-3374 Lessee: Diamond Towers VI LLC Attention: Legal Department 120 Mountain Avenue Springfield, New Jersey 07081 Emory University GA565 GP Lease Agt EXE With a copy to: Diamond Towers VI LLC Attention: Lease Administration 120 Mountain Avenue Springfield, New Jersey 07081 or at such other address in the United States as Lessee or Lessor may from time to time designate by like notice. Except for payment of Rent (where Lessor must actually receive each Rent payment on or before the due date thereof), any such notice, demand, request or other communication shall be considered given or delivered, as the case may be, (i) on the date of personal delivery, (ii) on the date two (2) business days after deposit in the United States mail as provided above, if sent via United States mail, (iii) on the business day following deposit with recognized national overnight delivery service as provided above. Rejection or other refusal to accept or inability to deliver because of changed address of which no notice was given shall be deemed to be receipt of the notice, demand, request or other communication. Lessee agrees to appoint and keep appointed at all times during the term ofthe Lease a current and viable registered agent for service of process in the State of Georgia, as required by Georgia law. 19. CONSEQUENTIAL DAMAGES. WHETHER THE CAUSE OF ANY DAMAGE, LOSS, OR LIABILITY IS INSURABLE, INSURED OR NOT INSURED, FORESEEN OR UNFORESEEN, NEITHER PARTY NOR ITS REPRESENTATIVES, AGENTS CONTRACTORS, SUBCONTRACTORS, INVITEES OR LICENSEES SHALL IN ANY EVENT BE LIABLE TO THE OTHER PARTY OR ITS REPRESENTATIVES, AGENTS, CONTRACTORS, SUBCONTRACTORS, INVITEES OR LICENSEES FOR CLAIMS FOR ANTICIPATORY PROFITS, CONSEQUENTIAL, INCIDENTAL, EXEMPLARY, PUNITIVE, OR ANY INDIRECT DAMAGES OF ANY NATURE ARISING AT ANY TIME, FROM ANY CAUSE WHATSOEVER, WHETHER ARISING IN TORT, CONTRACT, WARRANTY, STRICT LIABILITY, BY OPERATION OF LAW, OR OTHERWISE, EVEN IF BY SUCH PARTY'S, ITS REPRESENTATIVES, AGENTS', CONTRACTORS, SUBCONTRACTORS, INVITEES' OR LICENSEES' NEGLIGENCE OR FAULT, CONNECTED WITH OR RESULTING FROM PERFORMANCE OR NON- PERFORMANCE UNDER THS LEASE OR AS A RESULT OF THE CONSTRUCTION, MAINTENANCE, OPERATION OR USE OF THE SITE, THE PREMISES, THE TOWER, OR LESSEE'S FACILITIES BY EITHER PARTY. 20. SEVERABILITY In the event any one or more of the provisions contained in this Lease shall for any reason be held to be invalid, illegal or unenforceable in any respect by a court of last resort having jurisdiction in the Premises, such finding shall not affect the validity and enforceability of the remaining provisions of this Lease, and in such event the Lessor and Lessee agree to negotiate in good faith and attempt to agree upon a substitute provision which is valid, legal, and enforceable within the limits established by such court's final opinion and which most nearly accomplishes and reflects the original intention ofthe parties, to be substituted upon such agreement for the invalid, illegal or unenforceable provision. 21. INTEGRATION: This Lease constitutes the full and complete agreement between the parties hereto and said parties shall not be bound by any statement, special condition or agreements not herein expressed. Any alteration or amendment to this Lease by the parties hereto shall be in writing and signed by the parties and by reference incorporated into this Lease. The failure of either party to insist upon strict performance of any of the terms or conditions of this Lease or to exercise Emory University GA565 GP Lease Agt EXE any of its rights under this Lease shall not waive such rights and such party shall have the right to enforce such rights at any time and take such action as may be lawful and authorized under this Lease, either in law or in equity. 22. GOVERNING LAW: This Lease shall be governed by the laws of the state where the Premises are located. Time is of the essence of this Lease. 23. CASUALTY: Lessor shall provide notice to Lessee of any casualty or other harm affecting the property within twenty-four (24) hours of Lessor's discovery of the casualty or other harm. If any part of the Tower and/or Lessee's Facilities or the property is damaged by casualty or other harm as to render the Premises unsuitable, in Lessee's sole discretion and determination, then Lessee may terminate the Lease by providing written notice to Lessor, which termination will be effective as oft the date ofsuch casualty or other harm. Upon such termination Lessee will be entitled to collect all insurance proceeds payable to Lessee on account thereof and to be reimbursed for any prepaid Rent on a pro rata basis. Lessor agrees to permit Lessee to place temporary transmission and reception facilities on the property, but only until such time as Lessee is able to activate a replaçement transmission facility at another location. Notwithstanding the termination of this Lease, such temporary facilities will be governed by all ofthe terms and conditions ofthis Lease, including Rent. If Lessor or Lessee undertakes to rebuild or restore the Premises, the Tower, and/or Lessee's Facilities, as applicable, Lessor agrees to permit Lessee to place a temporary transmission and reception facilities on the property at no additional Rent until the reconstruction of the Premises, the Tower, and/or Lessee's Facilities is completed. If Lessor determines not to rebuild or restore the property, Lessor will notify Lessee of such determination within thirty (30) days after the casualty or other harm. IfLessor does not SO notify Lessee and Lessee decides not to terminate under this Section, then Lessor will promptly rebuild and restore any portion ofthe property interfering with or required for Lessee's intended use of the Premises to substantially the same condition as existed before the casualty or other harm. Lessor agrees that the Rent shall be abated until the property, the Premises, the Tower, and/or Lessee's Facilities are rebuilt or restored, unless Lessee places temporary transmission and reception facilities on the property. 24. CONDEMNATION: Ifthe whole oft the Tower, or such portion oft the Tower or the Site as will make the Tower unusable for Lessee's use, in Lessee's sole discretion, or if the whole of the Premises, or such portion thereof as will make the Premises unusable for the purposes herein leased, is condemned by any legally constituted authority, or conveyed to such authority in lieu of such condemnation, then in any of said events, the term of this Lease shall end on the date when possession thereof is taken by the condemning authority, and Rent shall be accounted for between Lessor and Lessee as ofsuch date. In the event any portion ofthe Premises is taken by condemnation or a conveyance in lieu thereof (other than as set forth in the preceding sentence), at Lessee's option, Lessee may (i terminate this Lease, or (ii) elect to continue this Lease and reduce the Rent in proportion to the portion of the Premises SO taken. Lessee may claim and recover from the condemning authority an award for Lessee's moving expenses, loss of goodwill, Lessee's personal property and fixtures and the unamortized cost ofLessee's Facilities. 25. SUBORDINATION AND NON-DISTURBANCE: At Lessor's option, this Lease shall be subordinate to any mortgage or other security interest by Lessor which from time to time may encumber all or part ofthe Site or easements herein granted; provided, however, every such mortgage or other security interest shall recognize the validity of this Lease in the event of a foreclosure of Lessor's interest and also Lessee's right to remain in occupancy of and have access to the Premises as long as Lessee is not in default of this Lease. Lessee shall execute whatever instruments may Emory University GA565 GPI Lease Agt EXE reasonably be required to evidence this subordination clause. In the event the Site is encumbered by a mortgage or other security interest, the Lessor immediately after this Lease is executed, will obtain and furnish to Lessee a non-disturbance agreement for each such mortgage or other security interest in recordable form. 26. NO REMEDY EXCLUSIVE: No remedy conferred upon or reserved to Lessor or Lessee in this Lease, at law or in equity is intended to be exclusive of any other available remedies, but each and every remedy shall be cumulative and shall be in addition to every other remedy given in this Lease or now or hereafter existing in law or in equity. 27. SHORT FORM OF LEASE: No part of this Lease shall be recorded in the records ofDeKalb County or any other jurisdiction without the prior written consent ofLessor. Upon request of either party, the other party shall execute a Short Form of Lease containing a legal description of the Premises and the term and setting forth that Lessee has a leasehold interest pursuant to the Lease. Any and all recording costs and taxes, if any, required in connection with the recording oft the Short Form ofLease shall be at the sole cost and expense ofLessee. 28. NO WARRANTIES. LESSOR MAKES NO WARRANTIES OF ANY KIND WITH RESPECT TO THE CONDITION OR SUITABILITY OF THE PREMISES, SITE OR THE TOWER FOR THE PURPOSES INTENDED BY LESSEE, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, AND ALLI EXPRESS, IMPLIED OR STATUTORY WARRANTIES. ARE HEREBY DISCLAIMED AND NO SUCH WARRANTIES ARE MADE OR SHALL BE IMPLIED BY VIRTUE OF APPROVAL BY LESSOR OF ANY ENGINEERING ANALYSIS, DRAWINGS, SITE PLANS, WORK, INSTALLATIONS, PLANNED CONSTRUCTION AND FINAL CONSTRUCTION. LESSEE HAS MADE OR SHALL MAKE SUCH INSPECTIONS OF THE PREMISES AS LESSEE DEEMS APPROPRIATE PRIOR TO THE INSTALLATION OF ANY OF LESSEE'S FACILITIES THEREON OR THEREIN, AND LESSEE EXPRESSLY ACCEPTS LESSOR'S PERMISSION TO INSTALL LESSEE'S FACILITIES THEREON OR THEREIN WITHOUT WARRANTY OF ANY KIND OR NATURE. 29. REMOVAL UPON TERMINATION: In the event that, but for this Paragraph 29, the term of this Lease (including all validly exercised Extension Terms) would expire or the Lease would terminate (other than a termination in connection with the default of] Lessee and other than a termination in the event ofa total condemnation of the Premises and other than the termination at the end oft the extension set forth in this Paragraph 29), Lessee shall have the one-time right to extend the expiration date of the Term or such termination of this Lease (including the monthly Rent payment obligations and all other obligations of the Lessee under the Lease) by the number of days specified in such notice (but in no event more than ninety (90) days) by (i) giving written notice of such extension prior to the date of such expiration or such termination, and (ii) including in such written notice certificates ofinsurance from the insurer(s) evidencing the insurance required under this Lease is in effect through the last day ofthe term ofthis Lease as SO extended. In the event of such extension of the term pursuant to this Paragraph 29, the sole use ofthe Premises permitted Lessee shall be the removal of the Tower and all of the other property constituting Lessee's Facilities (regardless of whether Lessee's Facilities are considered fixtures or attachments to real property under applicable law) and all other property, if any, of Lessee from the Premises. At or prior to such expiration or termination (including any extension under this Paragraph 29, if any), Lessee agrees to and shall (a) remove the Tower and all of the other property constituting Lessee's Facilities (regardless of whether Lessee's Facilities are considered fixtures or attachments to real property under applicable Emory University GA565 GP Lease Agt EXE law) and all other property, if any, of Lessee from the Premises, and (b) restore the Premises to its original condition, reasonable wear and tear excepted. Lessor agrees and acknowledges that all of the equipment, fixtures and personal property ofthe Lessee shall remain the personal property oft the Lessee; provided, however, that ifthe Lessee does not remove all property ofLessee from the Premises by the date ofsuch expiration or earlier termination (including any extension under this Paragraph 29, if any), then such property ofLessee remaining on the Premises after such expiration or earlier termination shall be deemed conclusively abandoned and may be removed by Lessor and disposed ofby Lessor or, at Lessor's option, retained by Lessor for Lessor's own account, without compensation to Lessee, and Lessee shall reimburse Lessor for the cost of removing and disposing of the same. 30. AUTHORITY: Each of the parties hereto warrants to the other that the person or persons executing this Lease on behalf of such party has the full right, power and authority to enter into and execute this Lease on such party's behalf and that no consent from any other person or entity is necessary as a condition precedent to the legal effect of this Lease. 31. RIGHTS UPON SALE: Should the Lessor, at any time during the Term ofthis Lease, decide to sell all or any part of the Site to a purchaser other than Lessee, such sale shall be under and subject to this Lease and Lessee's rights hereunder, and any sale by the Lessor of the Easement Area shall be under and subject to the easements of the Lessee in and to the Easement Area. 32. QUIET ENJOYMENT: Lessor covenants that Lessee, on paying the Rent and performing the covenants shall peaceably and quietly have, hold. and. enjoy the Premises without. hindrance, claim, or molestation by Lessor or any other person claiming by, through, or under Lessor. 33. TITLPAUTHORITY Lessor covenants that Lessor has full authority to enter into and execute this Lease. 34. SUCCESSORS: This Lease shall extend to and bind the heirs, personal representatives, successors and assigns ofthe parties hereto. 35. CAPTIONS: The captions contained in this Lease are inserted for convenience only and are not intended to be part of this Lease. They shall not affect or be utilized in the construction or interpretation ofthis Lease. 36. EXCLUSIVITY: During the Term of this Lease, Lessor hereby agrees not to lease any ofits property located within a one (1) mile radius ofthe Sitet to any third party for the construction or installation of a telecommunications tower for the broadcast of wireless communication signals by any Tier 1 Carrier in frequencies licensed or otherwise authorized by the Federal Communications Commission (excluding Wi-Fi). A "Tier 1 Carrier" refers to any of Verizon Wireless, AT&T Mobility, T-Mobile, or Dish Network, and each oft their respective parents, subsidiaries, affiliates, or successor-in-interest. 37. RESERVED RIGHTS: Lessor specifically reserves the right to install antennas on the Tower at the locations specified on Exhibit "C" attached hereto and by reference made a part hereof, to install equipment building and elecommunications lines and electrical lines on the Site, to connect the antennas on the Tower with the equipment building and telecommunications lines and electrical lines on the Site, to install telecommunications lines on the Site, to install upgrades, modifications and replacements ofthe foregoing, and to connect electrical lines to Lessee's electrical lines (Georgia Power will be responsible for reimbursement to Lessee for the costs of such electricity Emory University GA565 GP Lease Agt EXE consumed) and the right of pedestrian and vehicular access to the foregoing. Lessor also reserves the right to install Southern Linc facilities on the Site at a monthly rate to be mutually agreed upon by the parties for Southern Linc's antenna equipment subject to avaialble space on the Tower at the time of the request. 38. COUNTERPARTS: This Lease may be executed in two (2) or more counterparts, all of which shall be considered one and the same agreement and shall become effective when one or more counterparts have been signed by each of the parties, it being understood that all parties need not sign the same counterpart. 39. ESTOPPELS: Either party may request, in writing, that the other party certify information to a prospective mortgagee or purchaser. Such certification shall be transmitted within ten (10) business days after receipt of written request and may be relied upon by the party who requested it, and the contents of the certificate shall be binding upon the party executing it. The certificate may include (i) the validity, force and effect of this Lease; (ii) the extent to which this Lease has been supplemented or amended; (iii) the existence of any default; (iv) the existence of any offsets, counter-claims or defenses on the part of the other party; (v) the commencement and expiration dates of the term, (vi) the amount of any prepaid rent; and (vii) any other matter as may reasonably be requested. 40. RENTAL STREAM OFFER: If at any time after the date of this Lease Lessor receives a bona fide written offer from a third party (third. party does not include any ofLessor's parents, subsidiaries, or affiliates) seeking an assignment or transfer ofRent payments associated with this Lease which Lessor is prepared to accept ("Rental Stream Offer"), Lessor shall furnish Lessee with a summary of all material business terms of the Rental Stream Offer pursuant to the notice provisions of Paragraph 18. Lessee shall have the right, within twenty (20) days after the date of Lessor's notice, to agree in writing to match the terms of the Rental Stream Offer, which acceptance shall be communicated by providing Lessor with a form of a contract consistent with the Rental Stream Offer ("Lessee Acceptance"). If Lessee chooses not to exercise this right or fails to provide the Lessee Acceptance. to Lessor as required by this Paragraph 40 within twenty (20) days after the date ofLessor's notice, Lessee shall have no further rights with regard to this Paragraph 40 and Lessor shall be permitted to assign the right to receive Rent payments pursuant to the Rental Stream Offer. Any assignment by Lessor shall be subject to the terms ofthis Lease. IfLessor attempts to assign or transfer Rent payments without complying with the requirements of this Paragraph 40, the assignment or transfer shall be void. (Remainder of Page Intentionally Left Blank; Signatures Appear on Next Page) Emory University GA565 GP Lease Agt EXE IN WITNESS WHEREOF, the parties entered into this Lease Agreement as of the Effective Date above. LESSEE: Signed, sealed and delivered DIAMOND TOWERS VI LLC in the presence of: / WlB By: Name: Michael G. Brett Witness WeAlayg Title: COO Bessua Date: 31/203 - whe louu Dale Nota fary Public My Commission expires: 06/os/a4 (Notary Seal) Rubelquis D'Oleo Notary Public New Jersey My Commission Expires 06-03-2024 No. 50106167 LESSOR: Signed, sealed and delivered GEORGIA POWER COMPANY, a Georgia in the presence of: corporation hap 0 26 By: Witness Its: KeinE_Pearson Date: Ge1a Manaqer andDent 82323 ul Lu Dus Notarst Public Attest: Bopl Its: My Commission expires: 02-19-2006 (CORPORATE SEAL) (Notary Seal) to OTARY 0 PUBUC Emory University GA565 GP Lease. Ag RY17, 20 Exhibit "A" Site *Note: to be replaced by As-Built Survey and legal descriptions - EMORY UNIVERSITY EMORY UNIVERSITY APN: N/A APN: N/A DEED: N/A DEED: N/A EXISTNG OF PAVEMENT EDGE 7 T PROPOSED DIAMON - EXISTING FENCE MONOPINE TOWER PER GIS (TYP.) PROPOSED 12' CONCRETE : a ACCESS DRIVE EXISTING UTLITY POLE AND POWER e SOO UNE PER GIS -. M s PROPOSED DIAMOND LEASE +1315 SF GEORGIA POIFER COMPANY /COMPOUND AREA APN: 18 053 03 017 (SEE SHEET LE-3) DEED: N/A s A P - VARIABLE WDTH ACCESS AND UTIUTY EASEMENT_FROM; - GEORGIA POWER COMPANY 2 I % EXISTING SUBSTATION * - GEORCIA POWER COMPANY * APN: 18 053 03 016 DEED: N/A PROPOSED VARIABLE WIDTH ACCESS & UTUTY EASEMENT FROM EMORY UNIVERSITY, TYP. GEORGIA POWER COMPANT APN: 18 053 03 015 DEED: N/A EXISTING PARENT PARCEL LINE - EXIST NG BUILDING EXISTNG PARKING LOT 1 GRAPHIC SCALE ENLARGED SITE PLAN 0' 20' 40' (SCALE IN FEET) 8.5x11 SCALE: 1"-40' Emory University GA565 GP Lease Agt EXE Exhibit "B" Easement *Note: to be replaced by As-Built Survey and legal descriptions SN - EMORY UNIVERSITY EMORY UNIVERSITY APN: N/A APN: N/A EXISTING EDGE DEED: N/A DEED: N/A OF PAVEMENT - SA5 PROPOSED DIAMON EXISTING FENCE MONOPINE PER GIS (TYP.) TOWER 48 PROPOSED 12' CONCRETE ACCESS DRIVE EXISTING UTILITY POLE AND POWER EO-OT LINE PER GIS A M à AL PROPOSED DIAMOND LEASE 1315 SF GEORGIA POWER COMPANY /COMPOUND AREA APN: 18 053 03 017 (SEE SHEET LE-3) DEED: N/A E a - VARIABLE WDTH ACCESS AND UTUTY EASEMENT FROM GEORGIA POWER: COMPANY E - EXISTING SUBSTATION e GEORGIA POWER COMPANY B 84 APN: 18 053 03 016 DEED: N/A PROPOSED VARIABLE WDTH ACCESS & UTILITY EASEMENT FROM' EMORY UNIVERSITY, TYP. GEORGIA POWER COMPANT APN: 18 053 03 015 DEED: N/A EXISTING PARENT PARCEL UNE EXISTING BUILDING EXISTING PARKING LOT - 1 GRAPHIC. SCALE ENLARGED SITE PLAN o' 20' 40' (SCALE IN FEET) 8.5x11 SCALE: 1"-40 Emory University GA565 GP Lease Agt EXE Exhibit "C" Tower Locations PROPOSED LIGHTNING ROD HIGHEST APPURTENANCE EL-155't AGL TOP_OF TOWER DISH RAD CENTER EL=150't AGL RAD CENTER = 146' AGL FUTURE CARRIER RAD CENTER RAD CENTER = 136' AGL FUTURE CARRIER RAD CENTER RAD CENTER = 126' AGL FUTURE CARRIER RAD CENTER RAD CENTER - 116' AGL BRANCHES TO BE INSTALLED DOWN TO 45' AGL PROPOSED DIAMOND MONOPINE TOWER PROPOSED COMPOUND FENCE (TYP.) MA - U CAITTNE FINISHED GRADE MTIN TTTTITE E EL = 0.0' (AGL) P & * a E E TOWER ELEVATION NOT TOSCALE Emory University GA565 GP Lease Agt EXE 2010201677 DEED BOOK 22298 Pg 60 Filed and Recorded: Real Estate Transfer Tax $3,612.50 12/30/2010 Linda 1:50:12 PM AFTER) RECORDING RETURN" TO Ciek KC of Carler GEORGE C. CALLOWAY,ESQ DeKaib County. Superior Georgia Cout SPECIALIZEDTILE: SERVICES, INC. 6133 PEACHTREE! DUNWOODY. ROADNE ATLANTA, GEORGIA 30328 (770). 394-7000! STS FILE NO. 13u1. 0074 STATE OF GEORGIA COUNTY OF FULTON LIMITED WARRANTY DEED Made By EMORY UNIVERSITY TO GEORGIA POWER COMPANY THIS LIMITED WARRANTY DEED is made as of the; 2* day of December 2010 by and between EMORY UNIVERSITY, a Georgia non-profit corporation (hereinafter referred to as "Grantor"), and GEORGIA POWER COMPANY, a Georgia corporation (hereinafter referred to as "Grantee"). WITNESSETH: FOR AND IN CONSIDERATION oft the premises, the sum ofTEN AND NO/100 DOLLARS ($10.00) in hand paid at and before the sealing and delivery of these presents, and for other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby acknowledged, Grantor has granted, aliened, conveyed and transferred, and by these presents does grant, bargain, sell, alien, convey and transfer unto Grantee all that tract or parcel of land lying and being in Land Lot 52 ofthe 18th District, DeKalb County, Georgia, as more particularly described in Exhibit "A" attached hereto and by reference made a part hereof. TOGETHER WITH all and singular the rights, members and appurtenances in and to the Property anywise appertaining or belonging thereto. The Property is conveyed by Grantor subject to the matters set forth on Exhibit "B" attached hereto and by reference made a part hereof (the "Permitted Exceptions"). TO HAVE AND TO HOLD the Property, with all and singular the rights, members and appurtenances thereof, to the same being, belonging, or in anywise appertaining, to the only proper use, benefit and behoof of Grantee forever in fee simple, subject to the Permitted Exceptions. GPC EM MC YLIS TED WARRANTY DEED V2: 2010 12 16 htps/Isearch.gsccaorylmagingHIMTML5Veweraspxld-586053208ke/1-22298key2-60scouny-445countynanlyname-DEKALBuserid-7786478a.. 1/20 OEED BOOK 22293 Ps 61 AND Grantor shall warrant and forever defend the right and title to the. Property unto Grantee against the claims of all persons claiming by, through or under Grantor, excepting only those claims arising by reason of the Permitted Exceptions. Schedule 1 attached hereto is hereby incorporated in this instrument by this reference. This instrument shall inure to the benefit of, and shall be binding upon, Grantor and Grantee and their respective successors and assigns. IN WITNESS WHEREOF, Grantor has executed this instrument under seal as of the day and year first above written. Signed, sealed and, delivered in the GRANTOR: presehce of:/ EMORY UNIVERSITY, a Georgia achotlud non-profit Withess corporation Voue Bunfert By: Notary Public Name: Michael J. Mandl GLOR'AL BURKETT Its: Executive Vice Presidént for Finance and My Commission expires: NOTARYE PUBLIC Administratipn Dekal b County SaaciGsorgia Lha Myo Comm. Exoirss. Juy:7. 2C11 Attest: h M Name: Stephen D. Sencer Its: Sr. Vice President & General Counsel : CORPORATE SEAL % € @ & : LIMITEDY WARATYDEDC2IE9, 2 httpsillsearch.gscca.orglimaging/HTML5Vlewer.aspx7id-58605 53208key1-222988key2-608counyy-448counyname-DEKALBêusenid-7786478a. 2/20 DEED BOOK 222983 P9 62 Exhibit "A" LEGAL DESCRIPTION (PROPERTY) FEE PROPERTY: All that tract or parcel of land lying and being in Land Lot 52 of the 18th District, DeKalb County, Georgia and being more particularly described as follows: COMMENCING at the point formed by the intersection of the northwestern right of way of North Decatur Road (right of way varies) and the western right of way of Burlington Road (right ofway varies), said point having Georgia State Plane Coordinates [West Zone] NAD83(94) of North 1378894.22 feet and East 2250726.32 feet; THENCE along the western right of way of Burlington Road North 09 degrees 13 minutes 16 seconds West a distance of 211.45 feet to 1/2" rebar set, said 1/2" rebar set being the TRUE POINT OF BEGINNING. THENCE from said TRUE POINT OF BEGINNING South 71 degrees 39 minutes 33 seconds West a distance of 203.48 feet to 1/2" rebar found; THENCE North 09 degrees 16 minutes 11 seconds West a distance of 62.57 feet to 1" rod found; THENCE North 08 degrees 52 minutes 57 seconds West a distance of 62.72 feet to 1" open top pipe; THENCE North 08 degrees 51 minutes 58 seconds West a distance of 67.28 feet to 1/2" rebar found; THENCE North 69 degrees 31 minutes 08 seconds East a distance of 214.94 feet to 1/2" rebar set; THENCE South 08 degrees 10 minutes 38 seconds East along the western right of way of Burlington Road a distance of 75.00 feet to I" open top pipe; THENCE South 08 degrees 18 minutes 40 seconds East along the western right of way of Burlington Road a distance of6 63.19 feet to 1" open top pipe; THENCE South 08 degrees 15: minutes 48 seconds East along the western right ofway of Burlington Road a distance of 62.96 feet to punch hole; THENCE South 71 degrees 39 minutes 33 seconds West a distance of 7.30 feet to 1/2" rebar set, said 1/2" rebar set being the TRUE POINT OF BEGINNING; said tract containing 0.95 acres, more or less, all as shown on survey entitled Emory/Burlington Road Substation Boundary Survey, Drawing P230-20, dated December 6, 2010, last revised December 15, 2010, prepared by Travis Pruitt & Associates, Inc., and certified by Jon G. Adams, Georgia Registered Land Surveyor No. 2768 (the "Fee Property"). TOGETHER WITH, for the benefit of the Fee Property, the perpetual, non-exclusive right, privilege and easement, upon, over and across the property described on Exhibit "A-1" attached hereto and by reference made a part hereof (the "Drainage Easement Property") to connect onto and use, for the discharge of surface water from the storm detention facility to be located on the Fee Property, the existing underground storm drainage lines and related improvements (including without limitation surface level manholes), and all replacements thereof, located in the Drainage Easement Property. Purchaser will be responsible for any and all costs involved in connecting to such existing storm drainage lines and related improvements (including without limitation surface level manholes), and for any improvements to the existing storm drainage lines and related improvements (including without limitation surface level manholes) required as a result of such connection. Seller reserves the right to adjust the location of the Drainage Easement Property from time to GPCE EMORYI LIMITED' WARRANTY DEED' V2 2010 12 16 Exhibit "A" Page 1 nttps:!search.gsccca.org/maging/HTMLSVlewer.aspx7id-58605 53208key1-222988key2-608counyy-448counyname-DEKALBêusenid-7786478a. 3/20 DEED BOGK 22298 Fs 63 time, provided however that () the Drainage Easement Property, as SO adjusted, must continue to provide connection to the Fee Property at the same point as currently located; (ii) Seller, at Seller's sole cost and expense, must maintain or, if necessary, construct in the Drainage Easement Property, as sO adjusted, a drainage system comparable to the currently existing drainage system (including without limitation the storm drainage line and related improvements installed by Purchaser in accordance with the paragraph immediately preceding this paragraph, together with the improvements, if any, made by Purchaser to the existing drainage system in accordance with the paragraph immediately preceding this paragraph), and capable of continuing to accept the runoff from the Fee Property in addition to the runoff from any other property served by such drainage system, (ini) Purchaser's easement in the Drainage Easement Property, as SO adjusted, must not be subject to any liens, claims of lien, mortgages, security deeds or deeds to secure debt, and (iv) all work shall be performed in a good and workmanlike manner in accordance with good and consistent engineering standards. Any such adjustment shall be effected in accordance with all governmental requirements and only upon obtaining all govern- mental approvals and shall be done solely at the expense of Seller. Seller agrees to give reasonable prior written notice to Purchaser of any such adjustment, and Seller agrees to effect such adjustment in a manner sO as not to unreasonably interrupt or interfere with drainage oft the runoff: from the Fee Property. TOGETHER WITH, for the benefit of the Fee Property, the perpetual, non-exclusive right, privilege and easement, upon, over and across the private roads from time to time located on the property of Seller located adjacent to and in the vicinity of the Fee Property for the purposes of vehicular and pedestrian access, ingress and egress to and from a public right of way and the Fee Property and for no other purpose, provided however that (i) such private roads must provide free, convenient and reasonably direct continuous access between the line described on Exhibit "A-4" attached hereto and by reference made a part hereof on the western boundary of the Fee Property and aj public right ofway located either to the east or the west of the Fee Property (the "Public Right of Way"), (ii) any adjustment of the location of the private roads providing such access shall be effected in accordance with all govemmental requirements and only upon obtaining all governmental approvals and shall be done solely at the expense of Seller, (ii) Seller agrees to give reasonable prior written notice to Purchaser of any such adjustment, and (iv) Seller agrees to effect such adjustment in a manner SO as not to unreasonably interrupt or interfere with pedestrian and vehicular access between the Fee Property and the Public Right of Way. Seller reserves the right to designate from time to time by written notice to Purchaser the private roads providing the aforesaid access sO long as (i) the private roads sO designated by Seller comply with the foregoing requirements, and (ii) the portions of such private roads SO designated by Seller which do not exist as ofthe date ofClosing (the "New Road Portions") must conform with the specifications set forth on Exhibit "A-3" hereto, must be constructed in accordance with all governmental requirements and only upon obtaining all governmental approvals and shall be constructed solely at the expense of Seller. Seller and Purchaser acknowledge and agree that the existing private roads may not conform to, and are not required to conform to, the specifications set forth on Exhibit "A-2" and that the current access provider by Seller is adequate for Purchaser's intended use. Purchaser agrees that Seller shall not be responsible for damages to Purchaser's vehicles or equipment to the extent resulting from the existing private roads not conforming to the specifications set forth on Exhibit "A-2". Purchaser shall be responsible for damages to the existing private roads caused by Purchaser's vehicles and equipment. GPCI EMORYIMITED WARRANTYI DEED V2: 2010 121 16 Exhibit "A" Page 2 nttps:!search.gsccca.org/maging/HTMLSVlewer.aspx7id-58605 5208ke/1-22298key2-8p&couny-sAisconyname-DEKALBSusend-7786475a. 4/20 DEED BOOK 22293 Ps 64 EXHIIBIT "A-1" LEGAL DESCRIPTION (DRAINAGE EASEMENT PROPERTY) All that tract or parcel of land lying and being in Land Lot 52 of the 18th District, DeKalb County, Georgia and being more particularly described as follows: COMMENCING at the point formed by the intersection of the northern right ofway line of North Decatur Road (right of way varies) and the western right of way line of Burlington Road (right of way varies), said point having Georgia State Plane Coordinates [West Zone] NAD83(94) of North 1378894.22 feet and East 2250726.32 feet; THENCE following the western right of way line of Burlington Road North 9 degrees 13 minutes 16 seconds West a distance of211.38 feet to a point; THENCE leaving said right of way line South 71 degrees 39 minutes 30 seconds West a distance of 41.94 feet to a point, said point being the TRUE POINT OF BEGINNING. From said TRUE POINT OF BEGINNING, THENCE South 02 degrees 05 minutes 55 seconds East a distance of46.16 feet to a point; THENCE South 87 degrees 54 minutes 05 seconds West a distance of 20.00 feet to a point; THENCE North 02 degrees 05 minutes 55 seconds West a distance of 40.33 feet to a point; THENCENorth 71 degrees 39 minutes 30 seconds East a distance of 20.83 feet to a point, said point being the TRUE POINT OF BEGINNING; said tract containing 0.02 acres, more or less, all as shown on survey entitled Emory/Burlington Road Substation Boundary Survey, Drawing P230-20, dated December 6, 2010, last revised December 15, 2010, prepared by Travis Pruitt & Associates, Inc., and certified by Jon G. Adams, Georgia Registered Land Surveyor No. 2768. GPCI EMORYI LIMITED WARRANTYI DEED V2: 2010 12 16 htps/Isearch.gsccaorylmagingHIMTML5Veweraspxld-586053208ke/1-22298key2-60scouny-445countynanlyname-DEKALBuserid-7786478a.. 5/20 DEED BOOK 22298 Ps 65 EXHIBIT "A-2" The New Road Portions must conform to the following: (a) the New Road Portions must be built to the AASHTO (American Association of State Highway and Transportation Officials) HS20-44 standard for axle loading, (b) the New Road Portions must conform with the standards and specifications set forth on the drawings titled Typical Substation Entrance and General Substation Access Drive attached hereto as Exhibit "A-3" and by reference made a part hereof; and (c) the New Road Portions must have sufficient clearance for use by a mechanical crane truck with a vertical height of fourteen (14) feet and being approximately fifty (50) feet in length. GPCI EMORYI LIMITED WARRANTY) DEED V2: 2010 12 16 htps/Isearch.gsccaorylmagingHIMTML5Veweraspxld-586053208ke/1-22298key2-60scouny-445countynanlyname-DEKALBuserid-7786478a.. 6/20 DEED BOOK 22293 Ps 66 EXHIBIT "A-3" Typical Substation Entrance and General Substation Access Drive GPCI EMORY LIMITED WARRANTY. DEED V2: 2010 121 16 htps/Isearch.gsccaorylmagingHIML5Vewer.aspald-58053208key1-2298key2-08c0uny-4Alcounyname-DEKALBAuserid-7786478a. 7/20 DEED BOOK 22298 Ps 67 Exhibit "A-3" Page 1 SESEXES Slope G24) F 0 a 5 H 4 35 25375 SAS VC LENGTH a a 113 104 94 85 75 66 5 104 94 85 75 66 56 GI GI5 3 - 94 85 75 66 56 47 3 85 75 66 56 47. 38 2 75 66 56 47 38 28 66 56 47 38 I 28 19 3 SH Eength of Sag Vertical Cunt (nin,) NOTE: VERTICAL CURVE VALVES ARE BASED ON A DESIGN SPEED OF 15 MPH. SAG VERTICAL CURVE SEASE Slope-G21 MEE 3 Sn -4: 757-3 1 S 8 6 36 33 30 27 24 21 G1% -629 5 33 30 27 24 21 18 CREST VC LENGTH 30 27 24 21 18 15 3 27 24 21 18 15 12 2 24 21 18 15 12 9 1 9 6 - 21 18 15 12 a Longthot prestyertical Curve min.) 0400 HO 2100 NOTE: VERTICAL CURVE VALVES ARE BASED ON A DESIGN SPEED OF 15 MPH. CREST VERTICAL CURVE b. ADDITIONAL DRIVE WADTH REQUIREMENTS SHOULDERS HORIZONTAL CURVE RADIUS ADDITIONAL DRIVE WDTH 50' 100' 6' CAMERINE 101' - 150' 5' 151 - 200' 4 201" 400' 3 STANDARD DRIMVE MDTH (20) + ADJUST DRIVE WDTH AS REQUIRED FOR THE HORIZONTAL CURVE ADDITIONAL DRIVE WDTH FOR A USING THE ADDITONAL DRIVE WDTH REQUIREMENTS TABLE. 50 HORIZONTAL CURVE (6) : 25' HORIZONTAL CURVE SUBSTATION ACCESS DRVE STANDARDS STANDARD DRIVE WDTH MIN. 20FT GENERAL SHOULDER WDTH MIN. 2FT (EACH SIDE) HORIZONTAL CURVE MN. RADIUS 50 FT (CENTERUNE) SUBSTATION VERTCAL CURVE LENGTH MN. 100FT ACCESS DRIVE SLOPE MAX. 6:100 (62) CROSS SLOPE MAX. 2:100 (2) SIDE SLOPE MAX. 3:1 (337) STANDARD ENCROACHMENT DETAILS SIGHT DISTANCE MIN. PER LOCAL REGS. GEORGIA POWER COMPANY DITCHES AND CULVERTS DESIGN FOR 25 YR STORM BY POMER COMPACTION MIN. 90% MAX DRY DENSITY E RAV. PEDPN ScieNTS DETAILAS nttps:l/search.gsccca.org/maging/HITMLSViewer.aspx7id-5860 53208key1-222988ey2-608county-448countyname-DEKALBêusenid-7786478a. 8/20 DEED BOOK 22298 Ps 68 Exhihit "A-3" Page 2 ENCROACHMENT- GPC ROAD SUBSTATION SITE SUBSTATION ACCESS f EI0O 631 DRIVE MAK GPC SUBSTATION SITE GPC SUBSTATION NOTES: SITE REQUESTING PARTY IS RESPONSIBLE FOR s IMPLEMENTING MINIMUM *A 16' GATE AND UTUTY VEHICLE PULL EROSION CONTROL BEST MANAGEMENT PRACTICES PER QUT/N CONSISTENT WTH ROAD MANUAL FOR EROSION AND MATERIAL MAY BE REQUIRED. SEDIMENT CONTROL IN GA UNTIL FINAL STABILIZATION. 20' ACCESS DRIVE 2' SHOULDERS REQUESTING PARTY IS RESPONSIBLE FOR ÇONSTRUCTION AND DESIGN CURB CUT AND APRON OF STORMWATER RUNOFF MANAGEMENT SYSTEMS. PROMDE STORMWATER CONTROLS CONSISTENT ENCROACHMENT SHALL NOT WITH CONTROLS DESIGNED FOR ENCROACHING RESULT IN INCREASED ROAD (DITCHES, CULVERTS, CURB COLLECTOIN, RUNOFF VELOCITIES, ETC.). IF ENCROACHING ROAD DESIGN INCREASED PEAK FLOW INCLUDES CURB PROMDE 3" ROLL OVER CURB. RATES OR PONDING. 6' AGGREGATE BASE 115kV AND LOWER GDOT CLASS 2 230 kV AND HIGHER -VAR.- 0' 12" GDOT CLASS 2 4% 2% 28 48 88 / N * S & & MPICAL DRIVE SECTION QUTSDE SUBSTATIN YARD N --VAR- COMPACIED SUBGRADE SUBSTATION ACCESS DRIVE STANDARDS DRIVE WDTH MIN. 20 FT SHOULDER WDTH MIN. 2F FT (EACH SIDE) COMPACTION MIN. 90% MAX. DRY DENSITY DRIVE SLOPE MAX. 6:100 (6%) TYPICAL SUBSTATION CROSS SLOPE 2:100 (2%) ETRANCE SIDE SLOPE 3:1 (337) ENTRANCE ANGLE 90' SIGHT DISTANCE MIN. PER LOCAL REGS. STANDARD ENCROACHMENT DETAILS DITCHES AND CULVERTS DESIGN FOR 25 YR STORM GEORGIA POWER COMPANY HORIZONTAL CURVE MIN. 50' RADIUS E DESIGN VER PEERAT POMER ScLE NTS. DETAIL A9 ttps./search.gscca.orglmagingHIML5Vlewer.aspx7id-5860 5208ke/1-22298key2-8p&couny-sAisconyname-DEKALBSusend-7786475a. 9/20 DEED BOOK 22293 Ps 69 EXHIBIT "A-4" LEGAL DESCRIPTION (ACCESS EASEMENT CONNECTION LINE) THE LINE lying and being in Land Lot 52, 18th District, DeKalb County, Georgia, being more particularly described as follows: TO FIND THE TRUE POINT OF BEGINNING, commence at the point formed by the intersection of the northwestern right of way ofl North Decatur Road (right of way varies) and the western right of way of Burlington Road (right of way varies), said point having Georgia State Plane Coordinates [West Zone] NAD83(94) of North 1378894.22 feet and East 2250726.32 feet; THENCE along the western right of way of Burlington Road North 09 degrees 13 minutes 16 seconds West a distance of211.45 feet to 1/2" rebar set, said 1/2" rebar set; THENCE South 71 degrees 39 minutes 33 seconds West a distance of 203.48 feet to 1/2" rebar found; THENCE North 09 degrees 16: minutes 11 seconds West a distance of 62.57 feet to !" rod found; THENCE North 08 degrees 52 minutes 57 seconds West a distance of 11.36 feet to a point, being the TRUE POINT OF BEGINNING; FROM THE TRUE POINT OF BEGINNING AS THUS ESTABLISHED, thence running north 08 degrees 52 minutes 47 seconds west a distance of 40,00 feet to aj point, which point marks the end ofthis description; all as shown on survey entitled Emory/Burlington Road Substation Boundary Survey, Drawing P230-20, dated December 6, 2010, last revised December 15, 2010, prepared by Travis Pruitt & Associates, Inc., and certified by Jon G. Adams, Georgia Registered Land Surveyor No. 2768. GPCE EMORYI LIMITED WARRANTYI DEED V2: 2010 12 16 htps/lsearch.gsccaorglmagingHTMLSVewerasp.la-588053208keyl-22298key2-60scouny-44scounyname-DEKALBAuserid-776478.. 10/20 DEED BOOK 22298 P9 70 Exhibit "B" PERMITTED EXCEPTIONS 1. The lien of ad valorem taxes attributable to the Property for years subsequent to 2010. 2. Right of Way Easement from Ruth H. Gray and Georgia Power Company, dated August 29, 1950, filed for record August 11, 1950 at 3:00 p.m., recorded in Deed Book 816, Page 363, DeKalb County, Georgia Records. 3. Right of Way Easement from Raymond McDaniel and Georgia Power Company, dated August 16, 1971, filed for record September 1, 1971 at 8:45 a.m., recorded in Deed Book 2695, Page 60, DeKalb Records. 4. All matters disclosed by plat recorded in Plat Book II, Page 26, DeKalb County, Georgia Records. 5. Affidavit of Michael J. Mandi, Executive Vice President, Emory University, dated June II, 2004, filed for reçord June 16,2004 at: 2:44 p.m., recorded in Deed Book 16268, Page 799, DeKalb County, Georgia Records. (affects drainage easement only) 6. Georgia Environmental Protection Division Hazardous Site Inventory. Site Number 10121, dated July 1, 2008. (affects drainage easement only) 7. Easement from L. Neal Smith to Georgia Power Company, dated August 10, 1938, filed for record August 17, 1938 at 10:00 a.m., recorded in Deed Book 480, Page 115, DeKalb County, Georgia Reçords. (affects drainage easement only) 8. Easement from Tufts Associates to Georgia Power Company, dated August 12, 1938, filed for record August 17, 1938 at 10:00 a.m., recorded in Deed Book 480, Page 115, DeKalb County, Georgia Records. (affects drainage easement only) 9. Easement from L. Neal Smith to Georgia Power Company, dated March 13, 1940, filed for record April 3, 1940 at 3:00 p.m., recorded in Deed Book 513, Page 285, DeKalb County, Georgia Records. (affects drainage easement only) 10. Gas Pipeline Easement from Emory University to Atlanta Gas Company, dated July 5, 1946, filed for record July 9, 1946 at 10:00 a.m., recorded in Deed Book 655, Page 489, DeKalb County, Georgia Records. (affects drainage easement only) 11. Easement from Emory University to Georgia Power Company, dated April 20, 1946, filed for record June 14, 1946 at 9:00 a.m., recorded in Deed Book 657, Page 161, DeKalb County, Georgia Records. (affects drainage easement only) 12. Easement from Emory University to Georgia Power Company, dated June 19, 1959, filed for record October 1, 1959 at 11:00 a.m., recorded in Deed Book 1455, Page 645, DeKalb County, Georgia Records. (affects drainage easement only) Exhibit "B" Page 1 GPCE EMORY LIMITED WARRANTYI DEED V22 2010 121 16 htps/lsearch.gsccaorglmagingHTMTIMLSVewerasp.ld-588053208keyl-22298key2-08couny-44scounyname-DEKALBuserid-7786478. 11/20 DEED BOCK 22293 Ps 71 13. Easement from Emory University to Georgia Power Company, dated November 16, 1959, filed for record December 2, 1959 at 4:00 p.m., recorded in Deed Book 1473, Page 250, DeKalb County, Georgia Records. (affects drainage easement only) 14. Right-of-Way Easement from Emory University to Georgia Power Company, dated June 14, 1962, filed for record July 6, 1962 at 3:52 p.m., recorded in Deed Book 1679, Page 560, DeKalb County, Georgia Records. (affects drainage easement only) 15. Right-of-Way Easement from Emory University to Georgia Power Company, dated August 6, 1964, filed for record September 28, 1964 at 10:09 a.m., recorded in Deed Book 1922, Page 442, DeKalb County, Georgia Records. (affects drainage easement only) 16. Right-of-Way Easement from Emory University to Georgia Power Company, dated August 6, 1964, filed for record September 28, 1964 at 10:09 a.m., recorded in Deed Book 1922, Page 442, DeKalb County, Georgia Records. (affects drainage easement only) 17. Permit for Anchors, Guy Poles and Wires from Emory University to Georgia Power Company, dated October 27, 1966, filed for record July 10, 1967 at 10:30 a.m., recorded in Deed Book 2214, Page 664, DeKalb County, Georgia Records. (affects drainage easement only) 18. Drainage rights contained in Right of Way Deed by and between Emory Baptist Church, Inc. and DeKalb County, a political subdivision of the State of Georgia, dated April 7, 1974, filed for record April 26, 1974 at 10:47 a.m., recorded in Deed Book 3168, Page 178, DeKalb County, Georgia Records. (affects drainage easement only) 19. Easement from Emory University to Georgia Power Company, dated July 10, 1978, filed for record August 1, 1978 at 4:04 p.m., recorded in Deed Book 3858, Page 372, DeKalb County, Georgia Records. (affects drainage easement only) 20. Right-of-Way Easement from Emory University to Southern Bell Telephone and Telegraph Company, dated March 8, 1985, filed for record April 16, 1985 at 8:39 a.m., recorded in Deed. Book 5190, Page 437, DeKalb County, Georgia Records. (affects drainage easement only) 21. Drainage rights contained in Right of Way Deed by and between Emory University and DeKalb County, a political subdivision of the State of Georgia, dated July 3, 1985, filed for record March 6, 1986 at 12:40 p.m., recorded in Deed Book 5418, Page 91, DeKalb County, Georgia Records. (affects drainage easement only) 22. Matters disclosed by plats reçorded in Plat Book 18, Page 107; and Plat Book 14, Page 32, DeKalb County, Georgia Records. (affects drainage easement only) Exhibit "B" Page 2 GPCE EMORYL LIMITED WARRANTYI DEED V22 2010 12 16 ittps./search.gscca.orgimagingng/HTML5Vlewer.aspx7id-58605 53208key1-222988key2-606county-448countyname-DEKALBauserid-7786478.. 12/20 DEED BOOK 22298 Ps 72 Schedule 1 1. (a) IfGrantee desires to offer the Fee Property for sale to an entity which is not in the business of providing energy or ifGrantee receives an offer to purchase the Fee Property from an entity which is not in the business of providing energy that Grantee wishes to accept, Grantee shall offer Grantor the right to purchase the Fee Property by sending to Grantor written notice (the "Sale Notice") of Grantee's desire to sell the Fee Property, together with either a copy of the most recent written offer from a proposed Grantee or a copy ofthe economic terms and conditions upon which Grantee proposes to offer to sell, transfer or assign the Fee Property prior to offering to sell, assign or transfer the Fee Property to such entity. Grantor shall have thirty (30) days after receipt of the Sale Notice to exercise its right to purchase by providing written notice ("Grantor's Notice") to Grantee. IfGrantor does not sO notify Grantee within such time period, such failure to notify shall be deemed to constitute Grantor's election not to purchase. (b) IfGrantor sO notifies Grantee ofi its desire to SO purchase, Grantee shall be bound to sell and Grantor shall be bound to purchase the Fee Property (except as provided in Paragraph 1(c) hereof) in accordance with the terms ofthe Sale Notice, and otherwise in accordance with Paragraph 1(c) hereof, and the closing oft the purchase shall take place on the later of(1) the date for closing set forth in such Sale Notice, or (2) sixty (60) days after Grantee': s receipt of Grantor' S Notice. (c) Grantor shall have forty five (45) days after giving Grantor' S Notice (or such longer period of time as. is specified in the Sale Notice) (the "Inspection Period") within which to enter upon and examine the Fee Property (and to conduct, without limitation, land, environmental, engineering, zoning and feasibility studies and assessments ofthe Fee Property, and Grantee herewith grants permission to Grantor, Grantor's agents and any independent contractor selected by Grantor to enter upon the Fee Property for such purposes), and Grantor shall have the absolute right and privilege to terminate Grantor's election to purchase the Fee Property by written notice to Grantee at any time on or before the expiration of the Inspection Period in the event Grantor determines, in its sole discretion and judgment, that the Fee Property is not satisfactory for the use and purposes intended by Grantor, whereupon neither Grantee nor Grantor shall have any further rights, liabilities, duties or obligations with respect to the purchase and sale of the Fee Property under this Limited Warranty Deed, and Grantor shall have no further right of first offer under this Limited Warranty Deed. At closing, title to the Fee Property shall be conveyed by a limited warranty deed in recordable form executed by Grantee, subject to all survey and title matters to which Grantor has not objected during the Inspection Period or to which Grantor did object at least ten (10) days prior to the expiration oft the Inspection period but which Grantee notified Grantor, prior to the end ofthe Inspection Period, would not be cured by Grantee. Notwithstanding the foregoing, if Grantee cannot, with the payment of money or with diligence and in good faith, effect such removal, then Grantee shall not be required so to remove, and Grantor shall either rescind Grantor's exerçise of Grantor's right of first offer by written notice to Grantee on or before the date set for closing or shall proceed with closing and acquire the Fee Property subject to such matter, without reduction in the purchase price. Grantee shall satisfy or cure all such title matters consisting of taxes, mortgages, security deeds, mechanic's or materialmen's liens or other such monetary encumbrances (except to the extent created by, caused by or resulting from the acts or omissions of Grantor, anyone claiming under Schedule I GPCE EMORYI LEMITED' WARRANTY DEED' V2: 20101 121 16 Page 1 htps/lsearch.gsccaorglmagingHTMTIMLSVewerasp.ld-588053208keyl-22298key2-08couny-44scounyname-DEKALBuserid-7786478. 13/20 DEED 300K 22295 Pg 73 Grantor, or their respective agents or employees) at or prior to closing. Notwithstanding the foregoing, Grantee shall have no obligation to cure or satisfy any title matter existing at the time ofthis Limited Warranty Deed, and Grantor shall accept title subject to such matters and such matters shall not be valid objections to title. The other terms oft the closing and the payment of costs in connection therewith shall be in accordance with the terms ofthe Sale Notice, as applicable, and otherwise in accordance with the customs and practices of real estate closings in the Atlanta, Georgia, area, (d) If after the giving of a Sale Notice, Grantor shall elect not to (or is deemed to have elected not to) purchase the Fee Property, Grantee may proceed to sell, transfer or assign the Fee Property within twelve (12) months after Grantor's S written election or deemed election not to purchase the Fee Property, but no such sale shall be made at aj price less than ninety percent (90%) of the price offered to Grantor without Grantee first sending to Grantor a subsequent written notice setting forth such new price, in which event Grantor shall have a further period oft twenty (20) days after receipt of such written notice in which to give Grantee written notice that Grantor has elected to purchase or not purchase the Fee Property at the new price. IfGrantor fails to notify Grantee in writing within such twenty (20) day period that Grantor has elected to SO purchase the Fee Property, Grantor shall be deemed to have elected not to purchase the Fee Property. IfGrantor notifies Grantee of its desire to sO purchase, Grantee shall be bound to sell and Grantor shall be bound to purchase the Fee Property (except that Grantor may terminate its election pursuant to the Inspection Period granted to Grantor in accordance with the terms of this Paragraph 1 ofthis Schedule 1) in accordance with the terms ofthe Sale Notice as SO revised, and the closing ofthe purchase shall take place on the date sixty (60) days after Grantee's s receipt of Grantor's written election. IfGrantor has elected (or is deemed to have elected) as aforesaid not to purchase the Fee Property, and ifa sale to any such Grantee is not consummated within twelve (12) months after the final Grantor's election or deemed election, any sale, transfer or assignment thereafter shall be subject to all ofthe above provisions relating to Grantor's: right of first offer. Ifa sale in accordance with the provisions of this Paragraph 1 to any Grantee is consummated within the time period set forth above, Grantor shall have no further right of first offer hereunder with respect to any subsequent sale, transfer or assignment thereafter, and the use of the Fee Property shall no longer be limited to Substation Purposes. (e) Notwithstanding any provision of this Paragraph 1 to the contrary, the foregoing provisions of this Paragraph 1 shall not apply to: (i) mortgages, security deeds, deeds of trust, security agreements and any other transfer for the purpose of securing any financing or refinancing of the Fee Property to an unaffiliated party; (ii) foreclosures of or assignments or deeds in lieu of foreclosure of any of the instruments set forth in subparagraph (i) oft this grammatical paragraph to an unaffiliated party; and (iii) transfers between or among Grantee's affiliates, subsidiaries or parent. 2. (a) "Option Agreement" means that certain Option for the Purchase and Sale of Real Property between Grantor and Grantee dated December 2010. (b) Except as provided in Paragraphs 1 and 2 of this Schedule 1, Grantee shall not use the Fee Property for any use other than "Substation Purposes" (as hereinafter defined). "Substation Purposes" means an electric substation and ancillary uses related thereto. Schedule 1 GPCE EMORYLIMITED WARRANTYI DEED' V2: 20101 121 16 Page 2 https:llsearch.gscca.org/maginaging/HTML5Vlewer.aspx7id-586053208keyl-222988key2-608county-448countyname-DEKALBêuserid-7786478.. 14/20 DEED BOOK 22298 Ps 74 Linda Carter Clerk of Superior Court Dekolb County, Georsia (i) If, prior to commencing construction of the substation, Grantee desires to use the Fee Property for any use other than Substation Purposes, Grantee shall notify Grantor (the "Change ofUse Notice") of Grantee' S desire to use the Fee Property for any use other than Substation Purposes, and Grantor shall have the right and option to purchase the "Property" and the "Easements" (as those terms are defined in the Option Agreement) as set forth in this Paragraph 2 for a purchase price equal to the "Purchase Price" (as defined in the Option Agreement). (ii) If, at any time after commencing construction oft the substation, Grantee desires to use the Fee Property for any use other than Substation Purposes, Grantee shall notify Grantor (the "Change ofUse Notice") of Grantee's desire to use the Fee Property for any use other than Substation Purposes, and Grantor shall have the right and option to purchase the "Property" and the "Easements" (as those terms are defined in the Option Agreement) as set forth in this Paragraph 2, exclusive oft the "Overhead Transmission Easement " (as that term is defined in the Option Agreement) for aj purchase price equal to (x) the "Purchase Price" (as defined in the Option Agreement), reduced by (y) $320,296.05. Grantor shall have thirty (30) days after receipt ofthe Change of Use Notice to exercise its right to purchase by providing written notice ("Grantor's Option Notice") to Grantee. If Grantor does not SO notify Grantee within such time period, such failure to notify shall be deemed to constitute Grantor's election not to purchase, and the use of the Fee Property shall no longer be limited to Substation Purposes. If Grantor sO notifies Grantee ofi its desire to sO purchase, Grantee shall be bound to sell and Grantor shall be bound to purchase (except as provided in Paragraph 1(c) hereof) the Property and Easements (less and except the Overhead Transmission Easement, ifParagraph 2(b)(ii) above is applicable) in accordance with Paragraph 1(c) hereof (as if"Sale Notice" referred to the Change ofUse Notice, and with the purchase price equal to the Purchase Price (reduced by $320,296.05, if Paragraph 2(b)(ii) above is applicable)), and the closing ofthe purchase shall take place on the date sixty (60) days after Grantee's 's receipt of Grantor' s Option Notice. 3. Grantee shall install at no cost to Grantor the Network Underground Distribution System to serve the new Hospital, the New Clinic Facilities, the new Research Building, and possible Power Plant which will be located in the Clifton Rd./North Decatur Rd./Andrews Circle/Haygood Rd. Triangle (including all Network Distribution Ductbank, 20 kv Cables and network paralleled transformers and all associated equipment to accomplish this); provided, however, that if the load on such underground distribution system is increased above the load calculations previously provided to Grantee in connection with Grantor's original request for such underground distribution system (such load calculations being 24 MW), Grantor and not Grantee shall bear the installation costs and expenses attributable to such increased load (in determining such installation costs and expenses to be borne by Grantor, Grantee shall take into account any increased revenue Grantee will receive from such increased load). 4. All notices contemplated by this Schedule 1 shall be sent in accordance with the provisions of the Option Agreement. Schedule 1 GPCE EMORYLMITED WARRANTYI DEED' V2: 2010 121 16 Page 3 https:llsearch.gscca.orglmaging/HTML5Vlewer.aspX7id-586053208key1-222988key2-608county-448countyname-DEKALBêuserid-7786478.. 15/20 SUBJECT PROPERTY OWNE R: GEORGIA POWER COMPANY (PER TAX SE ES SSOR) ADDRESS: 538B BURLINGTON ROAD, ATLANTA, GA3 30307 ETES m PAFUMY. AREA: 0.34 ACRES + (PER1 TAX ASSESSOR) EGRESSE POB: EASEMENT INGRESS/ #3 RECORDS im .8306 FOUND E SITE E PARCEL #180 05303017 E .9947 E ZONING: RESIDENTIAL DISTRICT de *ALL I ZONINGINFORMATIONS SHOULDBEV VERIFIEDWITH THE PROPER 3) . ZONING OFFICIALS 027 6 NF mV REFERENCES: DEED DB 3451 PG 301 e BOOK 22298 -PAGE 60 EMORY UNIVERSITY M PARCEL #18 05303 010 e Bla PB. 227 PG 98 L24 L PROPO BC B f B ESS MH E E - BC 120 L22 128 127 E I GENERAL NOTES 0.03: 5 L13 us DE De INGRESS/ ll I THE BÇ a in THISEXHBITI LEASEDPREMISES ANDEASEMENTS #4 VICINITY MAP USEDFORT THEF FEE SIMPLE POB: INGRESS/ 5 ADEVION PARCEL, INWHOLEORINPART. EASEMENT #2 BC :: 2250566.0638 N.T.S. THIS DOESNOTR TABOUNDARY SURVEY. EGRESSE E 1379215.4748 E - CERTIFICATION, AS SHOWN HEREON, ISPURELY A : -2250418.5610 BC : NF mn -0.02: OF PROFESSIONAL LOPINIONE BASEDON MH BC POWER EDGE, INFORMATION, EF AND BASEDONE ANDD EVDENCE BCJ A CT AVALABLE. BMEIGE 22298- -PG 60 CERTIFICATIONIS NOT ORI IMPLIED E ANEXPRESSED WARRANTY LE OR GUARANTEE. BC NF 5 FIELDDATAL POSITIONAL AUPON WHICH TMESIREVSPAEIDOMMSA E BC GEORGIA POWER COMPANY LINE / CURVE TABLE ACCURACYOF 0.02FEETH HORIZONTAL PARCEL $1805303015 D VERTICAL AT THE 95% 6CONFIDENCE LEVEL. DB 22298- -PG60 m E LINE ARC CHD. BRG. RADIUS CHD. USEDFORA LAR ANDL LINEAR MEASUREMENTS: BC 2 BC - L1 2.82 $52°3445W ACLEN RECIEVER, INCOMBINATION L2 36.74' TCRP1203 ROBOTIC TOTAL STATION. DATE OF BC S53°00'13W LAST FIELD VISIT: 11, E JANUARY 20241 : L3 10.17 $53-25'19W BC 4 BASIS THE ANDEIEVATONSSHOWN MH E L4 12.47' $5701815W IS: NAD8 BC L5 126.93 NO2009/14W 12B) - ZONE a JB L6 50.57 NO605621'E E ETHODSL UTLZINGAGNSSREAL TIME 8 NETWORK SOLUTION IBY MCCANNI LAND SURVEYORS. BC 1 m L7 10.34' N17054'31'W E & CONTOURSS SHOWNONT THISS SURVEYA ARE ADJUSTEDT TO ESS L8 16.43 N5501311W GEOD12B) ANDHAVEA EMORY Mgsny C1 27.23 N81°34/24'W 33.09 26.47 - ACCURACY OF +0.5. .CONTOURS OUTSIDE THE NT 05303 010 IMMEDIATE AREA ARE APPROXIMATE. 0 0.46: -PG 98 L9 35.40' N44-39'02W E ES PALSS & C2 N2501646'E 39.67' a MF 35.46 34.30' SEA APPEARS INASPECIAL FLOOD 6 SSMH L10 206.23' N01053:39WI BC ETESS TEPAEPANACN COMMUNTY PANELI NUMBER 13089 C0062K,D DATED AUGUST o L11 22.11' N18°02'35W 15, 2019. B OR G & RAW 80 L12 22.96' NO2-28'06W G REISTERED 7 BC E L13 48.91' N69-38'35'E L14 2.36 1 S08P4419'E No. 3481 L15 3.95 S78019/08W PROFESSIONAL L16 294.12' S0201610'E K L17 4.70 S50°50'40'E C3 61.16 S44°3902E 43.11' 56.16 SURY LEGEND OND L18 118.95 S01°46'20'E ADAM & C4 ORF RFORMERLY EMORY BC RORR 32.71 S29°3344'E 51.64' 32.16 BOOK arsn PARCEL #1805303 010 L19 25.35 NO2°28'06W / PB 227 PG 98 E E L20 79.17' N7801908'E L21 13.07 S13°1720'E R A SSMH L22 35.54 $70954'59W SSN COF CURB MH B L23 71.63 N78°19'08'E V 3 L24 S14°01' '18'E E TPOLE 3.79 B FHa L25 72.02' S70°54'59W MCLSJOB I * LA #23332 E L26 16.22 S14°01' '18E L27 107.45 S78°19'08'W DRAWNBY CHECKEDE BY 80 160 240 POB: L28 107.56 N70954'59'E NDW CDM&CAM I #1 ISSUE DATE 105-2023 GRAPHCSCALEINFEET LAST REVISED 2-12-2024 1'=80' 1 BG BC SHEETNUMBER 10F3 a - - - desh wireless RF Justification: ATATL00930C - 02/28/24 Jose "Alex" Manriquez - ATATL00930C - Site Location Site Location Traffic Map & ATATLO0428A 8ATAT400928A Va Color 1000 1000 2000 2000 3000 & ATATLOOOGIB 3000 4000 - 4000 10000 - ATATLOOBBOA CB ATATL00930G & ATATLO015 SOATY,00002A Goode Earth - ATATL00930C - - n71 coverage analysis Low-Band = Site OFF Low-Band - Site ON ATATL00061 ATATE00061E ATATL008804 ATATL00880A ATATLOOTS ATATL00930C & AZATLOOIS ATL L009 90 ATATL00002A * ATATL 8o ATATLOOOO2A & ATATLO0924A & ATATL00924A - ATATL00930C - n70 coverage analysis Mid-Band = Site OFF Mid-Band = Site ON ATATLOO $& ATATI 09 March 12, 2025 Re: Community Meeting Diamond Communications Proposed 150ft Monopine-style Wireless Communications Facility 538 Burlington Rd NE, Atlanta, GA 30307 Dekalb County, Georgia To whom it may concern: Diamond Communications is planning to file a Special Land Use Permit and Variance applications with Dekalb County for a proposed 150ft Monopine-style wireless communications facility at 538 Burlington Rd NE, Atlanta, GA 30307. The proposed 150ft Monopine-style wireless communications facility will be located on the property of Georgia Power Company. A community meeting will be held on April 2, 2025 from :00pm-7:00pm. The meeting will be held via Zoom in order to accommodate everyone's potential time constraints and limitations. The purpose of the community meeting is to provide neighbors and interested parties with the opportunity to meet with Diamond Communications to ask any questions and/or voice any concerns. Below is the call-in information for the Zoom Meeting: Topic: Diamond Communications: Emory- Community Meeting Time: Apr 2, 2025 06:00 PM Eastern Time (US and Canada) Join Zoom Meeting htps/Auoawehpom..4/1851758851 Meeting ID: 851 1715 8851 One tap mobile +13052241968,85117158851# US 309203585.5175854 US Dial by your location +1 305 224 1968 US +1 309 205 3325 US +1312 626 6799 US (Chicago) +1 646 558 8656 US (New York) +1 646 931 3860 US +1 301 715 8592 US (Washington DC) +1 253 215 8782 US (Tacoma) +1 346 248 7799 US (Houston) +1 360 209 5623 US +1 86 347 5053 US +1 / 73 4847 US +1 17 2000 US +1 C 69 444 171 US +1 669 900 9128 US (San Jose) +1 589 278 1000 US - 9 4580 US +1 253 205 0468 US Meeting ID: 851 1715 8851 Find your local number: tps/Ns2wehzpm.eTMAI/NVKANIXbN Please let us know if we can provide any additional information. I can be reached at (843) 414-9754 or JLY@helimanyates.com Thank you SO much for all your help with this. With warmest regards, I am Very truly yours, Rxya Jonathan L. Yates for Diamond Communications WIRELESS NETW ORK - CONSULTING Biwabkos Diamond Communications LLC GA565 I Emory University -= DISH Site ATATL00930C RF DESIGN ANALYSIS RF HEALTH & SAFETY 2025 Proposed Site 1 Proposed 150' Mono-Pine Tower f With 5' lightning rod - 538 Burlington Rd NE Atlanta, GA 30307 Latitude: 33.791639 (NAD83) Longitude: -84.317972 (NAD 83) Anchor Tenant: DISH at 146' AGL Centerline Site designed for additional tenants 2025 Site Plystelens Pertng Decz - poppen DBCRO PRR - MA SA Ede €L Proposed 0 Lewergelel Parting Deck 6 a Perfor ng Ats Stud Gopntes a Google Earth 2025 Keeping customers connected o) e 808 80% 82% 57% of all mobile data of American homes rely of 911 calls are placed traffic will be video by exclusively on cellular phones?. from a wireless device3. 20251. 1. Source: BCG, How to Su percha arge Your National Digital Transformation, 2018. 2. Source: "Wireless substitution: Early Release of Estimates From the National Health Interview Survey, July-December 2018" National Center for Health Statistics, 2018 3. Source: 9-1-1Statistics", 1 National Emergency Number Association, 07/2018 2025 Coverage VS Capacity f Capacity is providing bandwidth or processing capacity to service the customers in the area. - Areas where large numbers of users are in a specific geographic areas - Areas where users are demanding higher data rates for services - Areas with a large amount of indoor users $ Coverage is Providing Service where service does not exist, calls drop, or 14 no service". - Areas where sites are farther apart -= Areas where terrain or buildings block signals - Areas where indoor service is low or nonexistent 2025 Why Here? f The proposed site is designed to fill a significant gap in service for the facilities at Emory University up to and including the Children's Healthcare, Business schools and Hospital among others and provide indoor service. $ Proposed would provide service along N Decatur Road and Clifton Rd NE and feeder roads. 2025 LEGEND DISH Current Indoor > -96.72 dbm In-Vehicle Coverage > -101.72 dbm Outdoor > -110.72 dbm low band (600 MHz) $ - & ATATL00061B % ATATL00880A & ATATLOOISBA ATATL00930G & Al go ATATLO0Q02A & ATATL00924A 2025 LEGEND DISH Proposed Indoor > -96.72 dbm In-Vehicle Coverage > -101.72 dbm Outdoor > -110.72 dbm low band (600 MHz) & ATATE00061B à4 & ATATLO0880A & ATATLOOISBA & ATATL00930G & ATATL go ATATLO0002A & ATATL00924A 2025 LEGEND DISH Current Indoor > -96.72 dbm In-Vehicle Coverage > -101.72 dbm Outdoor > -110.72 dbm mid band (2100 MHz) & ATATL00061B / CATATLO0880A ATATL00158A ATATL00930C a A ATATL00002A * A ATATLO0924A 2025 LEGEND DISH Proposed Indoor > -96.72 dbm In-Vehicle > Coverage -101.72 dbm Outdoor > -110.720 dbm mid band (2100 MHz) % "ATATLO0061B / ATATLO0880A ATATL00158A CB ATATL00930G A ATATL00002A - ATATL00924A 2025 Commercial Wireless Carriers RF Safety 1 The FCC provides detailed guidance and rules of monitoring and measuring emissions of Wireless Carriers Cell Sites. T This is in the form of a bulletin called OET65 which was reviewed for 5G and updated in 2019. T The FCC as well as several other groups were involved in producing OET65. Groups such as: American National Standards Institute (ANSI) - Institute of Electrical and Electronics Engineers, Inc. (IEEE) National Council on Radiation Protection and Measurements (NCRP) 2025 Ionizing VS Non-Ionizing T There are two (2) types of Energy/Radio Waves Ionizing These are waves that can effect human DNA Examples are: Gamma rays X-Rays This is one of the reasons the nurse steps out of the room and you wear a lead overcoat when you get X-Rays at the dentist. Non- Ionizing These are waves do not effect human DNA Examples are: Car Radios - Television Wi-Fi Access points and routers Bluetooth headsets Cellphones and smartphones = Lightbulbs -= Wireless Baby Monitors TV remotes Absorption of waves is proximity based, the closeryou are to the antenna the more non- ionizing energy is absorbed. You will absorb 50% of the FCC's General Public limit with your smartphone next to your ear versus less than 10% of the FCC's General Public limit from the antennas when you are standing 20' away from the proposed tower. The further you walk away from the tower it decreases even more. 2025 Non-Ionizing T The only established side affect of cell phone radio waves is heat. - Ever noticed that when a light bulb is on for a period it gets warm? Ever noticed when you talk on the cell phone for a period that it gets warm? 1 This is because the amplifier in the phone generates the radio waves and heat at the same time. T The FCC limits ensure the amount of heat that is being generated close to individuals is within the tolerances required 2025 General Public & Occupational limits 1 The FCC isolated two (2) groups relative to access around wireless antennas T The first group is called Occupational This refers to areas where workers would be allowed (general public cannot access) but the workers would not have knowledge about antennas (An example would be an Air Conditioner Repair Technician). Barriers or signage may be needed to alert the worker when close to the antennas. Examples are: Rooftop access behind a locked door Compound access behind a locked gate The FCC determined the safe value and then lowered by a factor of 10 and that is the value the wireless carriers use in the studies The exposure levels are averaged over 6 minutes T The second group is called General Public Uncontrolled access (General Public) This group is for areas with general public access, the public would not have a knowledge of an antenna being close to them Examples are: Sidewalks Parks Public accessed buildings The FCC determined the safe value and then lowered by a factor of 50 and that is the value the wireless carriers use in the studies The exposure levels are averaged over 30 minutes T Compare the value for a tower which is 1mW to the power of a smartphone which is 200mW of power. 2025 Power Levels below a tower LICHTNING ROD HIGHEST APPURTENANCE Main beam of the EL-155 * AGL CF TOMER antenna TOP DISH BADCENTEN EL-150: + AGL RAD CENTER = 146 AGL FUTURE CARRIER RAD CENTER Power levels on the RAD CENTER 136 AGL FUTURE CARRIER RAD CENTER RAD CENTER = 126 AGL ground around the FUTURE CARRIER RAD CENTER RAD CENTER - 116' AGL tower are much less than what is at the antennas Power on the ground adjacent to the tower BRANCHES TO BE INSTALLED DOWN TO 45 AGL is 1/1000 of the PROPOSED DIAMOND MONOPINE TOWER power compared to PROPOSED what antenna FENCE at (TYP is the of E 0 1/1000 the power on the ground E 8 5 a around the site Frequency Bands / 5G T There are two (3) types of 5G deployments T 5G on existing bands in use Carriers have been using these frequency bands already for 4G service 5G technology is being overlaid in place of 4G Just like when 4G replaced 3G or 3G replaced 2G, same concept T 5G on recently auctioned bands - C-Band frequencies New frequency band for Commercial Wireless Carriers T Millimeter wave = 28 & 39 GHz These are the frequency bands used on small cells - They typically cover only 2 or 3 city blocks - Small cells are typically built in Urban or heavy suburban area Small cells are usually placed on right of way light poles 1 Regardless of what band is being used the FCC still regulates all wireless carriers and they must follow the FCC guidelines noted in OET bulletin 65 2025 Diamond Towers GA565 Emory University T The safety of Radio Frequency (RF) emissions has been studied for more than 60 years, and the research IS under constant review by governments, health agencies, and standard-setting organizations in the U.S. and around the world. These organizations have all reached the same general scientific conclusion: there are no established health hazards from exposure to RF emissions that are below the FCC limits. P All License holders that are governed by the Federal Communications Commission (FCC) follow the published standard for RF Emissions which is OET 65. The Mystery Valley site would generate less than 10% of the Federal Maximum permissible Exposure (MPE) General Public Limit. The Emory University site proposed by Diamond towers is well within the FCC guidelines and meets the OET65 requirements. T For independent studies on RF, visit the websites: - American Cancer Society - Federal Communications Commission - International Commission on Non-lonizing Radiation Protection World Health Organization 2025 Federal Communications Commission (FCC) T The Federal Communications Commission (FCC) regulates the use of all wireless licenses. The FCC is required by the National Environmental Policy Act of 1969, among other things, to evaluate the effect of emissions from FCC-regulated transmitters on the quality of the human environment. T The Commission's requirements are detailed in Parts 1 and 2 of the FCC's Rules and Regulations [47 C.F.R. 1.1307(b), 1.1310, 2.1091, 2.1093]. (See Report and Order, FCC 96- 326) T On August 1, 1996, the Commission adopted the National Council on Radiation Protection and Measurements (NCRP)'s recommended Maximum Permissible Exposure limits for field strength and power density for the transmitters operating at frequencies of 300 kHz to 100 GHz and this has been re-studied as recently as 2019. T In addition, the Commission adopted the specific absorption rate (SAR) limits for devices operating within close proximity to the body as specified within the ANSI/IEEE C95.1-1992 guidelines. OET Bulletin 56 was published in August of 1999 and it discusses Questions and Answers about Biological Effects and Potential Hazards of Radiofrequency Electromagnetic Fields 2025 Maximum Permissible Exposure limits T Occupational Limits from OET65 The power density limits are: 300-1500 MHZ = frequency/300 mW/cm2 averaged over 6 minutes 1900 MHZ and above - 5mW/cm2 averaged over 6 minutes The limit is conservative by a factor of 10 t General Public Limits from OET65 The power density limits are: 300-1500 MHz = frequency/1500 mW/cm2 averaged over 30 minutes 1900 MHz and above = 1mW/cm2 averaged over 30 minutes The limit is conservative by a factor of 50 2025 Campus Services EMORY Robin Morey UNIVERSITY Vice President September 26, 2024 Brandon L. White, MPA, AICP "Current Planning" Zoning Manager Dekalb County 1300 Commerce Dr. Decatur GA 30030 RE: Diamond Communications LLC proposal for a 150 foot monopine cell tower on the property of Georgia Power Company at 538 Burlington Rd. NE. Atlanta GA. Dear Mr. White, We have reviewed the proposal by Diamond Communications LLC (Diamond) for a 150 foot monopine cell tower Georgia Power Company (GPC) property located at 538 Burlington Rd. NE Atlanta, GA. We further understand the proposed Diamond monopine cell tower has been designed for Dish Wireless, Verizon Wireless, GPC and two future tenants. In addition, we understand that the proposed 150 foot monopine cell tower will be located as close as 12 feet to adjacent properties, parcels 1805303027 and 1805303026, owned by Emory University. Finally, we understand Georgia Professional Engineer Amy R. Herbst, has certified the proposed 150 foot monopine cell tower will be designed with a fall zone, thus not encroaching on any adjacent property in the case of a catastrophic event. Furthermore, we. have discussed with Diamond the potential for future colocation of Emory University wireless equipment on the proposed tower. Webelieve the development of a modern communication tower at this location with access for colocation of Emory wireless equipment will ensure enhanced communication to support campus operations long into the future. Additionally, we understand that GPC plans to attach communication equipment to this tower. GPC's substation at this location serves the University campus and its smooth operation is essential for campus operations and security. After a thorough review of Diamond's proposal, we agree with the cell tower location proposed on the GPC property and acknowledge and accept the distance from the proposed monopine cell tower to adjacent property lines. We fully support Diamond Communications and Dish Wireless in their application to Dekalb County for the proposed monopine cell tower. We realize the need for effective wireless infrastructure throughout Dekalb County and are certain the proposed monopine cell tower will greatly assist with this goal. Ify you have any questions, or if you can provide any clarification on this letter of support, please do not hesitate to contact me at 202.422.6581. Respectfully, - - - - A - M Robin A. Morey Vice President for Campus Services and Chief Planning Officer Emory University 100 Water Tower Placc Allanta. Georgia3 30322 AO41A Dixubiliy/feteran Employer Community Meeting Video https//www.dropbox.com/scl/o/0/leh2u5rk0lavesgqw3hu/AF68 K1T-KqVZe- Raa39ROKY7rlkey-Busizuxttgtogaonrpdoabl8st-bdéqt8uzad! [C DeKalb County G DEPARTMENT OF PLANNING & SUSTAINABILITY AUTHORIZATION The property owner should complete this form or a similar signed and notarized form if the individual who will file the application with the County is not the property owner. Date: 6lgl2015 TO WHOM IT MAY CONCERN: (1.(WE) Georgia Power Company Name of owners(s) (If more than one owner, attach a separate sheet) Being (owner) (owners) of the subject property described below or attached hereby delegate authority to: Jonathan L. Yates Name of Agent or Representative to file an application on (my), (our) behalf. NADEEM FAIZI Netary Public - State of Georgia Gwinnett County Cemmission Expires, 04-28-2029 > XV h/13 S > syhrhr Kwillsms Notary Public Owner Notary Public Owner Notary Public Owner Notary Public Owner Notary Public Owner (C DeKalb County GEC o a G DEPARTMENTOFI PLANNING & SUSTAINABILITY DISCLOSURE OF CAMPAIGN CONTRIBUTION In accordance with the Conflict of Interest in Zoning Act, OCGA Chapter 36-67A, the following questions must be answered. Have you, the applicant, made $250.00 or more in campaign contribution to a local government official within two years immediately preceding the filling ofthis application? Yes No X Ift the answer is yes, you must file a disclosure report with the governing authority of DeKalb County showing: 1. The name and official position of the local government official to whom the campaign contribution was made. 2. The dollar amount and description of each campaign contribution made during the two years immediately preceding the filing of this application and the date of each such contribution. The disclosure must be filed within 10 days after the application is first filed and must be submitted to the C.E.O. and to the Board ofCommissioners ofDeKalb County, 1300 Commerce Drive, Decatur, GA 30030. & Pllic Gibtr K lhaas Notary Signature of Applicant /Date Check one: Owner Agent NADEEM FAIZI Netary Pubtic State ef Geergia Gwinnett Ceunty 04ngog b-tesaA Expiration Datel Seal *Notary seal not needed if answer is "no". Government Services Center [0) 178 Sams Street Decatur, GA 30030 sassAtas DeKalb County 404-371-2155 (o); 404-371-455600 o Chief Executive Officer DEPARTMENT OF PLANNING & SUSTAINABILITY Interim Director Michael Thurmond Cedric Hudson PRE-APPLICATION FORM REZONE, SPECIAL LAND USE PERMIT, MODIFICATION. AND LAND USE (Required prior to filing application: signed copy of this form must be submitted at filing) Applicant Name: Phone: Email: Property Address: Tax Parcel ID: Comm. District(s): Acreage: Existing Use: Proposed Use: Supplemental Regs: Overlay District: DRI: Rezoning: Yes No Existing Zoning: Proposed Zoning: Square Footage/Number ofUnits: Rezoning Request: Land Use Plan Amendment: Yes No Existing Land Use: Proposed Land Use: Consistent Inconsistent Special Land Use Permit: Yes No Article Number(s) 27- Special Land Use Request(s): Major Modification: Existing Case Number(s): Condition(s) to be modified: [0 DeKalb County G o 3 A DEPARTMENT OF PLANNING & SUSTAINABILITY WHATTO KNOW BEFORE YOU FILE YOUR APPLICATION Pre-submittal Community Meeting: Review Calendar Dates: PC: BOC: Letter of Intent: Impact Analysis: Owner Authorization(s): Campaign Disclosure: Zoning Conditions: Community Council Meeting: Public Notice, Signs: Tree Survey, Conservation: Land Disturbance Permit (LDP): Sketch Plat: Bldg. Permits: Fire Inspection: Business License: State License: Lighting Plan: Tent Permit: Submittal Format: NO STAPLES, NO BINDERS PLEASE Review of Site Plan Density: Density Bonuses: Mix ofUses: Open Space: Enhanced Open Space: Setbacks: front sides side corner rear Lot Size: Frontage: Street Widths: Landscape Strips: Buffers: Parking Lot Landscaping: Parking - Auto: Parking Bicycle: Screening: Streetscapes: Sidewalks: Fencing/Walls: Bldg. Height: Bldg. Orientation: Bldg. Separation: Bldg. Materials: Roofs: Fenestration: Façade Design: Garages: Pedestrian Plan: Perimeter Landscape Strip: Possible Variances: Comments: Planner: Date: FILING FEES REZONING: RE, RLG, R-100, R-85, R-75, R-60, MHP, RSM, MR-1 $500.00 RNC, MR-2, HR-1, HR-2, HR-3, MU-1, MU-2, MU-3, MU-4, MU-5 $750.00 OI, OD, OIT, NS, C1, C2, M, M2 $750.00 LAND USE MAP AMENDMENT $500.00 SPECIAL LAND USE PERMIT $400.00