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ZA24-0006-SUP-NuStar Energy Anntena Height Change PUBLIC HEARING NOTICE ZA24-0006 • Specific Use Permit for Telecommunications Towers, Antennas, or Ancillary Structures for NuStar on property described as Tract 1, Brumlow Industrial District, an addition to the City of Southlake, Tarrant County, Texas and located at 1700 Mustang Court, Southlake, Texas • Current Zoning: “I-2” Heavy Industrial District • The purpose of this item is to seek approval to increase the height of the existing antenna from 30 feet to 50 feet. Dear Property Owner, Your property has been identified as being within 300 feet of the above referenced application. If you wish to register your opposition or support to this case, you may complete the attached Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice), email a copy to the project case planner (e-mail listed at the bottom of the notice) or fax a copy to the department (fax number listed at the top of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning Department at (817)748-8621 if you have any questions. Thank you. CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817)748-8621 www.cityofsouthlake.com Planning and Zoning Commission Thursday, March 21, 2024 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA24-0006: Specific Use Permit for NuStar Antenna Meeting Date: March 21, 2024, at 6:30 PM Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Specific Use Permit referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone: (817) 748-8621 SOUTHWESTERN STBRUMLOW AVE10 11 12 7 6 8 9 5 4 3 2 1 1000 Vicinity Map ZA24-0006 ® 0 380 760190 Feet 1700 Mustang Ct. Legend City Parcels Right Of Way City Limit Case Parcel(s) 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer Southlake Terminal SimulationState Highway 26 View uStar 19003 IH 10 West San Antonio, Texas 78257 February 6, 2024 To: City of Southlake 1400 Main Street Southlake, TX 76092 Project Narrative NuStar is requesting approval of a specific use permit to increase the current approved height of thirty foot telecommunications antenna (ZAl 7-078 on November 8, 2017) to a fifty foot telecommunications antenna. The proposed project is at the NuStar Southlake Terminal located at 1700 Mustang Court; Southlake, TX 76092. This terminal receives data from the wireless antenna installed at Grapevine terminal. The proposed project is to install an additional 20 feet to the existing tower to improve the wireless communication system between NuStar Southlake and Grapevine terminals. The proposed addition is for commercial use only and does not interfere with other nearby communication systems. All electrical equipment will be located within NuStar facility. The 900MHz communication is essential for NuStar operations redundant communication of corporate data transfer. At the Southlake terminal facility, a UBIQUITI Loco M9 wireless antenna will be mounted and installed to the 50 feet ROHN Tower (Self-supporting). The ROHN tower is compliant with local publications meeting structural design requirements up to 115 MPH wind speed rating. The wireless antenna weighs 2 lbs. and will be mounted at the top of the ROHN communication tower. All development shall comply with the zoning district regulations for "ALL" zoning districts. The lots shall comply with the districts development regulations as outlined in Section 45.7 for Specific Requirements for Telecommunication Towers, Antennas, and Ancillary Building (Ordinance No. 480-W). ATTACHMENTS: (A) SUP Application (B) Property Owner Map - Exhibit 1 (C) Plan drawing - Exhibit 2 (D) ROHN Tower design (sealed), assembly, and Foundation drawings (E) Communications System Sincerely, Thomas Eitzen Manager Project Engineer-Central West North A ttach m en t A -S U P A p p li cation REVISED Septem ber 2022 SPECIFIC USE PERMIT APPLICATION APPLICATION NO: ZA APPLICANT NAME: Gary Koegeboehn ADDREss: 19003 IH-1 O West San Antonio, TX 78257 TELEPHONE: (210)-668-0430 OWNER (if different) NuStar Logistics L. P. 19003 IH-10 West San Antonio, TX 78257 (210) 918-2000 EMAIL: thomas.eitzen@nustarenergy.com PRESENT ZONING: 12 Industrial REQUEST FOR SPECIFIC USE PERMIT IS AS FOLLOWS: Section 45.1 ( );'- 4_5_. 7 _ Specific requirements for telecommunications towers, antennas, and ancillary buildings ALL OF THE FOLLOW ING ITEMS MUST BE SUBMIJTED WITH THIS APPU CAJION BY 5:00 P,M. ON THE SUBMITTAL DEADLI NE (SEE SCHEDULE) TO BE CONSID ERED A COMPLETE SUBMITTAL. AN INCOMPLETE SUBMITTAL WILL BE RETURNED TO THE APPLI CANT OR PROCESSED ON THE NEXT SUBMITTAL IF THE MISSING ITEMS ARE SUBMITTED AFTER THE DEADLINE. Note: Although a complete application is received by the submittal deadline, the case may be moved to a later meeting date. Planning & Zoning Commission agendas are limited by resolution to a certain num ber of cases and, therefore, may result in a backlog of development cases. This application must be signed and notarized by all owners with checklist completed prior to submittal acceptance. Submittal Checklist 1. lv'I Common description or address of property location: Southlake Terminal 1700 Mustang Court, Southlake, TX 76092 SPECIFIC USE PERM IT PAGE 2 OF 6 2. D A preliminary drainage study prepared, sealed, signed and dated by a certified engineer. (This requirement may be waived by the City Engineer or the Community Development Director only prior to submittal of this application). Waiver approval Signature: 3. 0 A signed Avigation Easement and Right-of-Way with metes and bounds description if property lies within Airport Overlay Zone. (not applicable __ ) 4. !vi The legal description of the property (either A or B). A. Platted Property This property is platted and described as: Subdivision Name: Brumlow Industrial District Block , Lot(s) 1 County Plat Record: B. Unplatted Property This property is not part of a platted subdivision or addition, and the current owners deed is filed of record in Volume , Page , of Tarrant/Denton County of the Deed Records. It is also described as Tract Survey, Abstract No. _____ ,according to county tax records. __ A clear and legible metes and bounds description is required for all unplatted property and must be included with this application (8 1/2" x 11" or 14" format only). __ A current survey of the property (showing property lines and location of existing improvements) reduced to 11" x 17". 1. 0 Provide digital files of all documents with the submittal application. ***Please send all digital files to PlanningSubmittal@Ci.Southlake. Tx.Us*** Note: Specific Use Permit Application fees will be assessed after the preliminary staff review. An invoice will be provided to the applicant for payment. SPECIFIC USE PERM IT PAGE 3 OF 6 The above info rmation is true and accurate to the best of my knowledge. I understand that it is my responsibility to have the Applicant, Owner or other authorized agent present at the Planning and Zoning Commission and City Council meetings. Should an authorized person not be at the meeting to represent the application, I hereby request that consideration of the item be continued to a future date to allow an authorized person the opportunity to appear and present testimony. However, I do understand that the City is not obligated to continue this request. I further understand that this request will be placed on the appropriate Planning & Zoning Commission and City Council agendas SIGNATURE OF PERSON FILING REQUEST (must be owner of the property): Signed \S 2-/ ~/2oZ/i Date 19003 IH 10 West San Antonio, Texas 78257 February 6, 2024 To: City of Southlake 1400 Main Street Southlake, TX 76092 Project Narrative NuStar is requesting approval of a specific use permit to increase the current approved height of thirty foot telecommunications antenna (ZA17-078 on November 8, 2017) to a fifty foot telecommunications antenna. The proposed project is at the NuStar Southlake Terminal located at 1700 Mustang Court; Southlake, TX 76092. This terminal receives data from the wireless antenna installed at Grapevine terminal. The proposed project is to install an additional 20 feet to the existing tower to improve the wireless communication system between NuStar Southlake and Grapevine terminals. The proposed addition is for commercial use only and does not interfere with other nearby communication systems. All electrical equipment will be located within NuStar facility. The 900MHz communication is essential for NuStar operations redundant communication of corporate data transfer. At the Southlake terminal facility, a UBIQUITI Loco M9 wireless antenna will be mounted and installed to the 50 feet ROHN Tower (Self-supporting). The ROHN tower is compliant with local publications meeting structural design requirements up to 115 MPH wind speed rating. The wireless antenna weighs 2 lbs. and will be mounted at the top of the ROHN communication tower. All development shall comply with the zoning district regulations for “ALL” zoning districts. The lots shall comply with the districts development regulations as outlined in Section 45.7 for Specific Requirements for Telecommunication Towers, Antennas, and Ancillary Building (Ordinance No. 480-W). ATTACHMENTS: (A) SUP Application (B) Property Owner Map – Exhibit 1 (C) Plan drawing – Exhibit 2 (D) ROHN Tower design (sealed), assembly, and Foundation drawings (E) Communications System Sincerely, Thomas Eitzen Manager Project Engineer-Central West North Attachment A-SUP Application REVISED September 2022 SPECIFIC USE PERMIT APPLICATION APPLICATION NO: ZA APPLICANT OWNER (if different) NAME: ADDRESS: TELEPHONE: EMAIL: PRESENT ZONING: REQUEST FOR SPECIFIC USE PERMIT IS AS FOLLOWS: Section 45.1( ); ALL OF THE FOLLOWING ITEMS MUST BE SUBMITTED WITH THIS APPLICATION BY 5:00 P.M. ON THE SUBMITTAL DEADLINE (SEE SCHEDULE) TO BE CONSIDERED A COMPLETE SUBMITTAL. AN INCOMPLETE SUBMITTAL WILL BE RETURNED TO THE APPLICANT OR PROCESSED ON THE NEXT SUBMITTAL IF THE MISSING ITEMS ARE SUBMITTED AFTER THE DEADLINE. Note: Although a complete application is received by the submittal deadline, the case may be moved to a later meeting date. Planning & Zoning Commission agendas are limited by resolution to a certain number of cases and, therefore, may result in a backlog of development cases. This application must be signed and notarized by all owners with checklist completed prior to submittal acceptance. Submittal Checklist 1.Common description or address of property location: _______________________ _______________________________________________________________________ SPECIFIC USE PERMIT PAGE 2 OF 6 2. A preliminary drainage study prepared, sealed, signed and dated by a certified engineer. (This requirement may be waived by the City Engineer or the Community Development Director only prior to submittal of this application). Waiver approval Signature: _________________________________________________ 3. A signed Avigation Easement and Right-of-Way with metes and bounds description if property lies within Airport Overlay Zone. (not applicable ) 4. The legal description of the property (either A or B). A. Platted Property This property is platted and described as: Subdivision Name: Block , Lot(s) County Plat Record: B. Unplatted Property This property is not part of a platted subdivision or addition, and the current owners deed is filed of record in Volume , Page , of Tarrant/Denton County Deed Records. It is also described as Tract of the Survey, Abstract No. ,according to county tax records. A clear and legible metes and bounds description is required for all unplatted property and must be included with this application (8 1/2" x 11" or 14" format only). A current survey of the property (showing property lines and location of existing improvements) reduced to 11" x 17". 1. ___ Provide digital files of all documents with the submittal application. ***Please send all digital files to PlanningSubmittal@Ci.Southlake.Tx.Us*** Note: Specific Use Permit Application fees will be assessed after the preliminary staff review. An invoice will be provided to the applicant for payment. SPECIFIC USE PERMIT PAGE 3 OF 6 The above information is true and accurate to the best of my knowledge. I understand that it is my responsibility to have the Applicant, Owner or other authorized agent present at the Planning and Zoning Commission and City Council meetings. Should an authorized person not be at the meeting to represent the application, I hereby request that consideration of the item be continued to a future date to allow an authorized person the opportunity to appear and present testimony. However, I do understand that the City is not obligated to continue this request. I further understand that this request will be placed on the appropriate Planning & Zoning Commission and City Council agendas SIGNATURE OF PERSON FILING REQUEST (must be owner of the property): Signed Date Attachment B-Property Owner Map Exhibit 1 City of Southlake, Texas City of Southlake GIS, City of Fort Worth, City of Grapevine, City of Southlake, Tarrant County College, Texas Parks & Wildlife, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA Corps of Engineers Property Parcels Streets Southlake City Boundary Public Parks 1/28/2024, 12:51:58 PM 0 0.09 0.170.04 mi 0 0.1 0.20.05 km 1:4,514 Web AppBuilder for ArcGIS City of Fort Worth, City of Grapevine, City of Southlake, Tarrant County College, Texas Parks & Wildlife, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | City of Southlake GIS | Address Zoning/SPIN Use Owner's Information 1982 Brumlow Avenue I1/9 Commercial Hollingshead Materials LLC 1972 Brumlow Avenue I1/9 Mixed Use Hollingshead Materials LLC 1968 Brumlow Avenue I1/9 Mixed Use Hollingshead Materials LLC 1928 Brumlow Avenue I1/9 Mixed Use Stelvio LLC 1900 Brumlow Avenue I1/9 Mixed Use Brumlow Properties LLC Not listed AG/9 Medium Density Residential Wright Brumlow West RE LLC 1675 Brumlow Avenue I1/8 Mixed Use Vibra‐Whirl & Co Inc. 1635 Burmlow Avenue I1/8 Mixed Use Brumlow Properties LLC 1719 E. Continental Blvd. AG/8 Industrial City of Southlake 1800 SH 26 I1/8 Industrial Wright Mustang Business Park LLC 1750 Mustang Ct I1/8 Industrial PS LPT Properties Investors Attachment C- Plan Drawing Exhibit 2 Southlake Terminal; 1700 Mustang Court Attachment D - Tower design (sealed), assembly, and Foundation drawings FILE NO. 90 MPH 3-SECOND GUST WIND SPEED GENERAL NOTES: REION T DESCRIPTION OWN CHK APP 25G 45G 45GSR SSG 65G 1. TOWER DESIGNS ARE IN ACCORDANCE WITH APPROVED NATIONAL STANDARD 601TANSI/TIA-222-G,STRUCTURE CLASS I,EXPOSURES B AND C,TOPOGRAPHIC CATEGORY 1.HEIGHT EPA(SQ.FT) EPA(SQ.Fn EPA(SQ.FT) EPA(SQ.FT) EPA SQ. 2. ALL TOWERS MUST HAVE"FIXED"BASES.PINNED BASES MAY NOT BE USED.(FT) PART PART PART PART ( PART 3. TOWER DESIGNS ASSUME TRANSMISSION LINES SYMMETRICALLY PLACED AS FOLLOWS: OsmnOn EXP.B EXP.C NO. EXP.B EXP.C NO. EXP.B EXP.C NO' EXP.B EXP.C NO' EXP.B EXP.C NO' 25G TOWER-ONE 5/8"LINE ON EACH FACE(TOTAL=3 10 26.8 21.3 25SSOIO 60.0 47.5 45SSOIO 9S 84 45SROIO 80 79 SSSS010 95 95 65SSOIO 45G TOWER-ONE 7/8"AND ONE I/2"LINE ON EACH FACE(TOTAL=3 @ 7/8" 20 18.5 13.4 25SO20 31.3 22.7 45SS020 95 71 45SR020 56 42 55SS020 95 95 65SS020 45GSR,SSG,&65G TOWERS-TWO 7/8"LINES ON EACH FACE(TOTAL=6) 4. ANTENNAS AND MOUNTS ASSUMED SYMMETRICALLY PLACED AT TOWER APEX. i►�,�4'S,�'_.,,,, -gs`it' 30 7.9 4.1 25SS030 16.1 8.4 45SS030 87 58 45SR030 34 21 55SS030 95 71 65SS030 S. THE SUITABILITY OF A ROHN STANDARD DESIGN AND STANDARD FOUNDATION FOR A SPECIFIC APPLICATION MUST BE VERIFIED BY THE PURCHASER BASED ON SITE-SPECIFIC 35 4.4 1.2 25SS035 9.8 3.8 45SS03S 76 52 455RO35 25 14 SSSS035 1 80 54 65SS035 DATA IN ACCORDANCE WITH ANSI/TTA-222-G. i_....R..__ .................._. ...I 40 1.3 - 25SSO40 4.9 - 45SSO40 60 40 45SR040 17 8 55SSO40 62 41 6555040 6. THE EFFECTIVE PROJECTED AREA AND ONES TO BE INSTALLED MUST NOT EXCEED THE DESIGN VALUES FOR THE STRUCTURE. / HA Ei( IRJI AZOURI J 45 0.7 - 45SSO45 48 31 45SR045 11 3 SSSSD45 48 30 65SSO45 7. DO NOT INSTALL OR DISMANTLE TOWERS WITHIN FALLING DISTANCE OF ELECTRICAL +I tq-� AND/OR TELEPHONE LINES. 50 38 23 45SROSO 5 - 55SSOSO 37 21 6555050 8. TOWER ERECTION AND DISMANTLING MUST BE DONE BY QUALIFIED AND EXPERIENCED / EN6w„/Uy e PERSONNEL q SSfoNA1-E« 55 29 16 455R055 28 14 6555055 9. INSTALLATION MUST BE GROUNDED IN ACCORDANCE WITH LOCAL AND NATIONAL %S 60 22 11 455R060 20 7 6555060 CODES.ANSI/TIA-222-G REQUIRES THAT THE RESISTANCE TO GROUND MUST NOT �� ,3D /7 EXCEED 10 OHMS. / 10. INSTALL WARNING PLATE(P/N ACWS)IN A HIGHLY VISIBLE LOCATION. /o/ 11. FOR FOUNDATION DETAILS AND GENERAL FOUNDATION NOTES,BASED ON ZL AN51/TIA-222-G PRESUMPTIVE CLAY SOIL,SEE DRAWINGS DWG-0128 AND 5090548 100 MPH 3-SECOND GUST WIND SPEED RESPECTIVELY. 12. FOR 25G,45G,55G,AND 65G TOWER PROFILE DRAWINGS,REFER TO DRAWING NUMBER 25G 45G 45GSR SSG 65G 25G55,45G5S,55G5S,AND 65GSS,RESPECTIVELY. HEIGHTtPA(SQ. EPA(SQ.FT) EPA(SQ.FT) EPA(SQ.FT) EPA(SQ.FT) 13. STRUCTURES SUPPORTED ON BUILDINGS OR OTHER STRUCTURES REQUIRE SPECIAL (FT) PART PART PART PART PART CONSIDERATION.DESIGNS ASSUME STRUCTURES ARE INSTALLED ON LEVEL FLOOR NO' EXP.B EXP.C NO' EXP.B EXP.C N%2414 C NO' EXP.C NO. 14. DESIGN ASSUMES MAINTENANCE AND INSPECTION WILL BE PREFORMED OVER THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH ANSI/TIA-222-G.ALLTOWERS SHOULD BE 10 2555010 47.4 39.5 4555010 82 66 455 SSSSOIO 95 9S 6555010 THOROUGHLY INSPECTED BY QUALIFIED PERSONNEL ANU RE-MARKED AS REQUIRED WITH APPROPRIATE DANGER AND ANTI-CLIMB LABELS AT LEASTTWICE A YEAR TO 20 25SS020 23.2 16.9 45SS020 74 55 45S 555SO20 95 95 65SS020 ENSURE SAFETY AND PROPER PERFORMANCE. 30 2555030 9.7 4.8 4555030 66 43 455 5555030 81 55 6555030 15. STANDARD DESIGNS ARE INTENDED TO BE CLIMBED BY SKILLED AND COMPETENT CLIMBERS ONLY.A SAFETY CLIMB SYSTEM,BY OTHERS,IS REQUIRED FOR ALL 35 2555035 5.1 0.7 4555035 59 38 4555555035 61 40 6555035STRUCTURES TO BE ORDERED SEPARATELY. 16. THE TOLERANCE ON INSTALLED HEIGHT IS EQUAL TO PLUS 1%AND MINUS 1/20. 401.2 - 45SSO40 46 30 45SSSSSO40 47 29 65SSO40 17. INSTALLATION MUST BE IN CONFORMANCE WITH LOCAL,STATE AND FEDERAL 55R045 - 20 6555045 REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING. 45 35 22 4 5 5555045 35 50 27 15 ------0 26 13 65SS050 55 20 9 455R055 17 6 65SS055 60 13 4 45SR060 11 1 65SS060 110 MPH 3-SECOND GUST WIND SPEED 25G 45G 4SGSR SSG 65G pan0ucrs,u.c HEIGHT EPA(SQ.FT) PART EPA(SQ.FT) PART EPA(SQ.FT) PART EPA(SQ.FT) PART EPA(SQ.FT) PART PO BOX 5999 PEORU,IL 61601-5999 K61 NO' EXP.B EXP.C NO. EXP.8 EXP.CV EXP.B EXP.C NO, EXP.B EXP.C NO. TOLL FREE 600-727-ROM 10 25SS010 39.4 31.9 45SSOIO 67 53 63 51 5555010 95 95 65SS010 Inisow,wlncarxE PxDaERirerRarw.NaxxrmN: 0.NMIODDCEO,CO NE D OR iRAftO bl LVMOIE OR In RMT wRxOtR - WR WR[NFtt C9x.FNi. 20 25SS020 18.3 12.3 45S5020 59 43 34 25 55SS020X13 502030 25SS030 6.5 1.9 45SS030 51 32 17 9 555SO30S030 SELF-SUPPORTING G SERIES TOWERS 351.7 - 45SS035 45 27 11 4 55SS035SS035 REV.G EFFECTIVE PROJECTED AREAS 40 35 22 45SR040 5 - 55SSO40SSO40 (90-110 MPH 3-SEC GUST,NO ICE) OWN: CHK'D: DATE: 45 26 15 45SR045 SSO45 JHY 3DM 10/12/2012 5p 19 9 45SR050 5SO50 ENG'R: SHEET a: HA lOFI 55 13 4 45SR055 5SO55 PAY ENG0.. PP).MANGR: 60 7 45SR060 55060 DRAWING NO: REV' DWG-0617 4 FILE NO. REVISIONS REVI DESCRIPTION DWN 6iKrA"JXY V' Pp'I£:O1AI1JH115 NOTES: v 1. REFER TO DRAWING NO.DWG-0617 FOR TOWER EFFECTIVE PROJECTED AREAS AND GENERAL NOTES. 2. REFER TO DRAWING NO.DWG-0128 FOR FOUNDATION DETAILS. ---Tl- . . 3. REFER TO DRAWING NO.B090548 FOR STANDARD FOUNDATION NOTES. 4. REFER TO DRAWING NO.A810214 FOR FOUNDATION AND ANCHOR TOLERANCE. _OF ................._...._...,.......... AB JIRJI AZOURI i st3^ p 85 f�± n /" .................._....... / yJ L7 C7 vv •rV �' \OqO�A�t<Em (4)1/2"x 1 3/4" /— 10 7 ZZ BOLT ASSEMBLY TYPICAL FLANGE r` CONNECTION DETAIL n x rpi = T x �w+ � G ry � 11.75"FACE WIDTH ~ n mP) = Y� RD vv <v `Jv ff o p F II = p H O�� = l7{7 \ PRpIXJCTS,LLC P W v PD 988 PEORIM IL51Ox 61601-59995 w \ TOLL FREE 800727-ROHN OF (12)210019GA RCPTl oIS eo,'car ei oTw rw✓.t:nWalt oRtxvr'xr vmNour BOLT ASSEMBLY a�R wnmFn nvJ�xr. (TYP) 45GSR SERIES TOWER ASSEMBLY G.L. 10'-60' 6 6 1 S OWN: CHK'D: DATE; 45GSR58 JHY KTL 0302/2015 ^ .. ENG'k SHEET C' SHORT BASE HA IOF2 ENG'R: vRl.MANGTt: P/N:45SR010 P/N:45SR020 P/N:45SR030 P/N:4SSR035 10'45GSR SERIES TOWER ASSEMBLY 20'45GSR SERIES TOWER ASSEMBLY 30'45GSR SERIES TOWER ASSEMBLY 35'45GSR SERIES TOWER ASSEMBLY DRAWING NO: REV'. 45GSR55 1 FILE NO. REVISIONS REV DESCRIPTION OWN CHK APP wOVFiI NOTE.15 1 ]HY MDF HA DAre. o�iDs�2nly (4)1!2"x 1 3!4" BOLT ASSEMBLY TYPICAL FLANGE (D c X OF T by CONNECTION DETAILyrpt„r--•••�a'q'l0� w S as I*/`f � 4'y*I� ....._.........•_........_........L*+P 0 0 0 0 % HA B JIRJI AZOURI v`� v v \ ( S�CENSE�•.fG1c�� 16.75"FACE WIDTH I^ 1��5/ONAL�tpw�ll� `/o fzz II ryry X oryV X ryp/X/yy NNoNN ryX i p ryX C NKNa DC 6' 'O O�S' GI O1�/1 DC ty vv vv �' U vV w ?v F II LL S = K = w �c � = w G7 3 _ � o � o co pp p pp \ op N L RD ^I iN•J'�T v a p p RD P v PEORIA,Po ILRox 81681-s9995999 TOLL FREE 800-727-ROHN THIS DPAWiNG IS THE v0.0PE0.TYOF PMH rt15 NOT TO Bf PEVROWCED,COVIEO OP TRaCEO IN wHOIf O0.W%AT WNNgIf \ OUR WROTEN CONSOTf (12)210019GA BOLT ASSEMBLY 45GSR SERIES TOWER ASSEMBLY (nP) 10' 60' G.L. - _ r ` OWN: CHIC'D: DATE: f::a r• 3HY KTL 03/02/2015 45GSRSB ENG'R SHEET E: SHORT BASE a'•.- HA 2OF2 P/N:45SR040 (TYP) P/N:45SR045 ,P/N:45SR050 .P/N:45SR055 IP/N:45SR060 PRI.ENG'R I PRO.MANGIL 40'45GSR SERIES TOWER ASSEMBLY 45'45GSR SERIES TOWER ASSEMBLY 50'45GSR SERIES TOWER ASSEMBLY 55'45GSR SERIES TOWER ASSEMBLY 60'45GSR SERIES TOWER ASSEMBLY DRAWING NO REV: 45GSRSS 1 FILE NO. GENERAL NOTES: 222721 REVAMN5 CIRCULAR TIES 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING REV DESCRIPTION DwN cnX aPP PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED.FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. 3'-D" V2'-3"O.C. Nam' DEPTH(FT) SOIL TYPE K(PCI) y(PCF) Cr(DEG) C(KSF)CAGE DIA.FROM CENTERLINE(PIER D[A.) DIA.) 0.0-1.0 SOFT CLAY 5.0 80.0 0.0 0.100 0.035 OF VERTICAL BARS. 1.0-10.0 CLAY 25.0 125.0 0.0 0.720 0.010THERWISE NOTED,THE LATEST 2. WORK SHALL BE REVISION F ACII318,CB ILDING CO E REQUIREEMENTS FORDANCE WITH LOCAL CODES, O REINFORCED CON REW REGULATIONS AND'.SPROC DURES FOR THE ROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. EQUALLY SPACED 834"O.C. 3. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 4 v.....1..............__..._............_.......9 9. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN PLAN VIEW DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS.THE DURABILITY REQUIREMENTS OF ACI318 7 H I JIRJLAZOURI i CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE.,AS A MINIMUM,CONCRETE SHALL DEVELOP A ��"��•�•��•�"�•• ��•�•�•"q �45GSR SHORT BASE SECTION MINIMUM COMPRESSIVE STRENGTH F 4,500 PSI(31.0 MPA)IN 28 DAYS. 1 _ S. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 113 CLEAR DISTANCE "ENS 2"MIN I 2"FROM TOP F CONCRETE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 213 CLEAR DISTANCE PROVIDED WORKABILITY AND t 1 S/ •��C9+ 4"MAX �{ TO TOP OF REBAR CAGE METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. � G.L - - 6. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE �_ � �I��/\ HERWISE INDICATED. 7• REINFORCING CAGES SNOTED. SPLICES IN HALL BEEBRACEDMENT HTO RETAIN PRALL NOT BE O ER DIMENSIONED UNLESS CSTDU DURING HANDLING AND THROUGHOUT PLACEMENT OF /z2 ��/\�,�� CONCRETE.WHEN TEMPORARY CASING IS UTILIZED,BRACING SHALL BE ADEQUATE TO RESIST FORCES OCCURRING FROM FLOWING CONCRETE DURING CASING EXTRACTION. B. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBODIMENTS. 2 NO.4 CIRCULAR TIES () 9. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES(76 MM)UNLESS OTHERWISE NOTED.APPROVED SPACERS ENCLOSING VERTICAL BARS WITH 24"LAPS ON 2-1/2"CENTERS SHALL USED T INSURE 3 INCH MINIMUM COVER ON REINFORCEMENT. T-Hy___--_n-1 10. SPACERSS SHALL BEE ATTACHED INTERMITTENTLY TENEN TLY THROUGHOUT THE ENTIRE LENGTH OF VERTICAL REINFORCING CAGES TO INSURE WITH 2"COVER. CONCENTRIC PLACEMENT F CAGES IN EXCAVATIONS. N 11. FOUNDATION DESIGN HAS BEEN BASED N GEOTECHNICAL REPORT NO.94175290 DATED 9/15/2017 BY TERRACON CONSULTANTS,INC.. 12. FOUNDATION DEPTH INDICATED IS BASED ON THE GRAE LINE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT. ----- NO.4 CIRCULAR TIES FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE ENCLOSING VERTICAL BARS GEOTECHNICAL INVESTIGATION. _ WITH 24"LAPS ON 6"CENTERS 13. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL REPORT CONCERNING VERIFICATION F FOR TOP 7-0" OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO PLACEMENT OF CONCRETE. I 14. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH THE PROPOSED L -J FOUNDATION TYPE.CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. IS. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. 16. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFYTHAT CONSTRUCTION MATERIALS, i NO.4 CIRCULAR TIES INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. H---- ! ENCLOSING VERTICAL BARS 17. FOR FOUNDATION INSTALLATION TOLERANCES SEE STRUCTURE ASSEMBLY DRAWING. II WITH 24"LAPS ON 12"CENTERS 18. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT.SIDES OF EXCAVATION FROM TOP T-O"TO THE BOTTOM SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. 19. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS,INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION. I� 20. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING SIDES OF EXCAVATION,FORMWORK, REINFORCING BARS,FORM TIES,CAGE BRACING OR OTHER OBSTRUCTIONS.UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL l THROUGH WATER. 21. CONSTRUCTION]DINTS,IF REQUIRED AT THE BASE OF THE PIERS,MUST BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF 114 INCH(6 MM).FOUNDATION DESIGN ASSUMES NO OTHER CONSTRUCTION JOINTS. MMUCTS uc (12)NO.7 VERTICAL BARS 22. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A FLOATED FINISH. AREA INSIDE Po BOX 5999 r---------- - EQUALLY SPACED ON A 2'-3" LIMITS OF ANCHOR BOLTS SHALL BE LEVEL WITH A SCRATCHED FINISH. PEORIA,IL61601-5999 DIA.CIRCULAR CAGE. 23. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4"X 3/4"(19MM X 19MM)MINIMUM. TOLL FREE 800-727-ROHN 24. FOUNDATION DESIGN ASSUMES CASING,IF USED,WILL NOT BE LEFT IN PLACE. EQUIPMENT,PROCEDURES,AND PROPORTIONS OF Ir_ rxrs DR�wu+c�srxE s N a rmr meE CONCRETE MATERIALS SHALL INSURE CONCRETE WILL NOT BE ADVERSELY DISTURBED UPON CASING REMOVAL RFPRDdI�D,CopMDoamnu,nxn�ncxw. reDw wxD.oRwcnxrxmmour 25. DRILLING FLUID,IF USED,SHALL BE FULLY DISPLACED BY CONCRETE AN D SHALL NOT BE DETRIMENTAL TO CONCRETE OR Cue wRm'a+eox�cxr, SURROUNDING SOIL CONTAMINATED CONCRETE SHALL BE REMOVED FROM TOP OF FOUNDATION AND REPLACED WITH FRESH CORPUS CHRISM ELECTRONICS CONCRETE. DRILLED PIER ELEVATION VIEW NOTE:SEE STRUCTURE ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE EMBEDMENT DRAWING NUMBER. FOUNDATION DETAILS N.T.S. GRAPEVINE,TX FACTORED REACTIONS VOLUME OF CONCRETE OWN: EHK'D: DATE:AS 9/19/2017 ENG'R: SHEET DOWNLOAD DOWNLOAD= 1.3 KIPS 2.7 CU.YDS 1 OF 1 SHEAR= 1.4 KIPS PRI.ENGR: PRI.MANG11 AS O.T.M. = 48.4 FT-KIPS DRAWING NO: REy: 222721-01-F2 0 Rohn Products LLC. Designed By: AS Date: 9/19/2017 2:30:29 PM Checked By: X4— Date: ?/.Za//7 Eng. File: 222721 Building Code: TIA Rev. G LPile: ver. 4 LPile_I: ver. 3.1.2 Customer: CORPUS CHRISTI ELECTRONICS Site: GRAPEVINE, TX ,�SO T�e� FACTORED REACTIONS 4*/'' DESIGN OPERATIONAL i HABi JIRJI AZOURI Download, kips 1.3 1.4 - OTM, ft-kips 48.4 15.5 Shear, kips 1.4 0.4 d S � � S +�ONALE Ctl LPILE INPUT PARAMETERS //0/z Depth(ft) Soil Type K(pci) c (de ) C(ksf) E50(in/in) N RQD 0.0-1.0 Soft Clay 5.0 80.0 0.0 0.100 0.035 1 0 1.0-10.0 Clay 25.0 125.0 0.0 0.720 0.010 6 0 Reaction Modification Factor= 1.33 Pier Diameter=T - 0", Shaft ID = 0' - 0", Pier Depth= 10' - 0" and Ground Slope = 0 Deg. SUMMARY OF LPILE RESULTS (See Attached Graphs) DESIGN OPERATIONAL Deflection at Top, in. 0.57 0.01 Moment, ft-kips 50.7 16.2 Shear,kips 10.9 3.3 Lateral Soil Pressure, ksf 1.43 0.44 SHAFT SUMMARY 1) Use 3' - 0" diameter and 10' - 0" deep drilled pier with 0' - 6"projection. 2) Use (12) #7 bars in 2' - 3" Dia. cage with#4 ties at 6" centers in top 7 feet and at 12" centers in rest of pier. 3) Concrete Volume = 2.7 Cu. Yds. SHAFT REINFORCING PROGRAM VER. 2006. 1 --------- - -------- -- - - 4�E0F 7Eh`'y1 DESIGNED BY: AS -------`-N-�---^- ��'�� ,.,.,,.';4$ 5. ENG. FILE NO. : 222721 * �� DATE: 9/19/2017 2:30:29 PM '•,'t d �..,..n............... CUSTOMER: CORPUS CHRISTI ELECTRONICS j HABIJ3 JIRJI AZOURI W INPUT DATA � t.. ,,,, ,,,,,,,,,,,,, f — •%•..CEIdS C = 1.30 Kips Vc = 10.88 Kips Mc = 56.13 Ft- e%l SjO ALE.�� T = .00 Kips Vt = .00 Kips Mt = .00 Vt-K I� Fy = 60.00 Ksi Fyt = 60.00 Ksi L. F. = 1.00 /00//7 H = 36.00 In. Ds = 27.00 In. F'c = 4. 50 Ksi U = 1.00 Irs = Round *** SHAFT CROSS SECTION IS ROUND *** SUMMARY OF ANALYSIS Minimum area of steel req'd. = 5.09 sq.in. (Rhomin = .0050) Maximum steel area limit = 81.43 sq.in. (Rhomax = .0800) CIRCULAR TIE DATA Vu <. 85*Vc/2, shear reinforcement is not required Depth, Ft 0 O f'�1 C? CM GC] oo C9 47 cli ya�L�tiii _ T � dw s..,..x................. .................. ......0, -- -" k HA IB JIRJI AZOURI i �Y. .....,... co CO EN3t'� _ o !� �N Al � o N co ------- -- --- --- _�_- - ----- -�_ —� r�r - - N O Y co - ---- CC) r-U N N �t co tt Cp v1 a ------------------------ C". ..: .. ". .. N I � N O _ O .. -- O C _ N O N ------------ --- -- N N .. .. •• _i .--- - —O to O O N C M IT 9 (O fr o0 00 O j_q 'y;dea Attachment E – Communications System System Block Diagram Wireless Antenna