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HomeMy WebLinkAboutPROJECT INFORMATIONAugust 22, 2018 Ms. Michelle Resch KGPCO, Regional Director —Southeast Region 3305 Highway 60 West Faribault, MN 55021 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAULB CODES. Civil Engineering Graphic Design Landscape Architecture Structural Engineering Telecommunications Transportation Re: M190XSRRL, Sprint Mini Macro Project Structural Analysis of New Antenna Pipe Mount & Billboard Structural Opinion Letter SPRINT CASCADE NO LAMAR SITE ID NO SYSCOM SITE ID NO SITE ADDRESS COUNTY LATITUDE, LONGITUDE FORESITE GROUP JOB NO Ms. Resch: : M190XSRRL :20-2115-1 :93410 : 8731 S. US Highway 1 Port Saint Lucie, FL 34952 : Saint Lucie : 27.308780' N, 80.311000' W : 921.009 SCANNED BY St. Lucie County This letter summarizes the structural evaluation for the proposed Antenna Pipe Mount in order to verify that the mount meets the requirements of the 2017 Florida Building Code, 61h Edition and TIA-222-G standard for the proposed loading. The following information was provided to us for the analysis: • The proposed antenna mount information was obtained from the Mini Macro Project Construction Drawings prepared by Foresite Group, dated August 16, 2018. • The proposed antenna loading information was obtained from the Sprint RFDS, dated July 13, 2018. Please note that this analysis is predicated on the assumptions and conditions stated herein. Any deviations from these parameters render this analysis null and void. This analysis does not consider construction loads including but not limited to rigging loads, erection loads, or falling impact loads. Proposed Mount Members 32.8% Sufficient Proposed Mount Plates 32.2% Sufficient Based on our analysis, we conclude that the proposed Antenna Pipe Mount meets the requirements of the 2017 Florida Building Code, 61" Edition and TIA-222-G standard for the proposed loading. If any questions arise from your revie �,&e se call us at your earliest convenience. Sincerely, FORESITE GROUP, INC. George Reynolds, P.E. Senior Project Manager p No. 86029 C0 :.4 _ 3740 Davinci Ct, Suite 100 • Peachtree Corners, GA 30092 • 770.368.1399 • www.fg-inc.net Ms. Michelle Resch M190XSRRL, Florida August 22, 2018 Mount Analysis Report & Structural Opinion Letter DESIGN CRITERIA Foresite Group created the analysis model using RISA-31) software for the referenced antenna mount. Our analysis was based on the following design criteria. - Analysis Standard - Basic Wind Speed - Exposure Category - Structural Category - Topographic Category - Mount Man Load 2017 Florida Building Code, 6`' Edition / TIA-222-G 160 mph (Ultimate 3-second gust wind speed) C — Open Terrain 1—No abrupt changes in general topography NOT APPLICABLE APPURTENANCE LOADING _ Table 1— Final Sprint Loading Summary (Proposed appurtenances are highlighted in bold type) Appurtenance Elevation (AGL) Quantity Alpha Wireless AW3477-51 43 ft 1 Airspan iRelay 460 41 ft 1 Nokia 473603A Radio w/Integrated GPS 34 ft 1 • Antenna Mount ASTM Specifications (Assumed) - Pipes ASTM A53 Gr. B with the min. yield strength of 35 ksi - Angles, Plates & U-Bolts ASTM A36 with the min. yield strength of 36 ksi - Tubes ASTM A500 Gr. B with min. yield strength of 46 ksi - Bolts ASTM A325 • Welding Standard - AWS D1.1 Photo 1— Existing Billboard 2 of Ms. Michelle Resch MI90XSRRL, Florida August 22, 2018 Mount Analysis Report & Structural Opinion Letter GROUNDLINE MOMENT COMPARISON Existing Billboard Proposed Antenna %Increase Moment @ Groundline Moment @ Groundline Front Area 634.0 kip-ft 4.5 kip-ft 0.71% Side Area 122.8 kip-ft 4.5 kip-ft 3.67% The proposed appurtenances for this upgrade will be attached to the existing billboard as shown in the Construction Drawings prepared by Foresite Group. This addition will represent a negligible change in the weight of the structure (<0.1%) and will have a minimal impact on the moment of the structure, see table above for groundline moment comparison. Per the current code criteria, any alterations to the existing structure cannot increase the force in any structural element by more than 5%with respect to gravity load and 10% with respect to lateral load. We conclude that the existing billboard structure is adequate to support the proposed Sprint loading. CONCLUSIONS & RECOMMENDATIONS Based on our analysis, we conclude that the proposed Antenna Pipe Mount and the existing Billboard structure meet the requirements of the 2017 Florida Building Code, 61h Edition and TIA-222-G standard for the proposed loading. Please note that this analysis is predicated on the assumptions and conditions stated herein. Any deviations from these parameters render this analysis null and void. This analysis does not consider construction loads including but not limited to rigging loads, erection loads, or falling impact loads. Refer to the RISA output attachment for stress results on specific mount members. Attachments: 1. Mount Structural Analysis Report (13 Sheets) 3 of M190XSRRL MOUNT STRUCTURAL ANALYSIS REPORT FOR PROPOSED SPRINT EQUIPMENT Envelope Only Solution Foresite Group GRG 921.009 M190XSRRL Mount Analysis cO SK-1 Aug 22, 2018 at 10:47 AM Ml9OXSRRL Mount Analysis.rdd Envelope Only Solution Foresite Group GRG Per TIA-222-G there is no design ice thickness required for this location. SK-2 M190XSRRL Mount Analysis I Aug 22, 2018 at 10:47 AM 921.009 M190XSRRL Mount Analysis.r3d ■ Loads: BLC 1, OL wl Self Weight Envelope Only Solution Foresite Group GRG 921.009 M19OXSRRL Mount Analysis o�y SK-3 Aug 22, 2018 at 10:47 AM M190XSRRL Mount Analysis.r3d Loads: BLC 2, Ice Weight Envelope Only solution Foresite Group GRG 921.009 Aid SK-4 M190XSRRL Mount Analysis I Aug 22, 2018 at 10:47 AM M190XSRRL Mount Analysis.r3d Loads: BLC 6, Wind Load -0* Envelope Only Solution Foresite Group GRG 921.009 M190XSRRL Mount Analysis SK-5 Aug 22, 2018 at 10:47 AM Ml90XSRRL Mount Analysis.r3d z x -15.61b/ft -471b -29.61b -301b O� Loads: BLC 7, Wind Load - 90' Envelope Only Solution Foresite Group SK - 6 GRG M190XSRRL Mount Analysis Aug 22, 2018 at 10:48 AM 921.009 MI90XSRRL Mount Analysis.r3d The maximum shear stress in any of the proposed mount members is 11.8% of the allowable stress. Member Shear Checks Displayed (Enveloped) Envelope Only Solution Foresite Group SK- 7 GRG M19OXSRRL Mount Analysis Aug 22, 2018 at 10:48 AM 921.009 M190XSRRL Mount Analysis.i3d The maximum bending stress in any of the proposed mount members is 32.8% of the allowable stress. Member Code Checks Displayed (Enveloped) Envelope Only Solution Foresite Group SK - 8 GRG M190XSRRL Mount Analysis Aug 22, 2018 at 10:48 AM 921.009 M190XSRRL Mount Analysis.r3d f FlabI Cod, Check V vm Mbn am (LCI]) or N.C. IW111 IA 0BA.e , a es 54 u v zt t .I The maximum stress in any of the proposed mount plates is 11.6ksi, which is less than the allowable combined stress of 36ksi. Member Code Checks Displayed Results for LC 17, 1.2DL + 1.OWL_270' + 1.01-1-1 Foresite Group SK - 9 GRG M190XSRRL Mount Analysis Aug 22, 2018 at 10:49 AM 921.009 M190XSRRL Mount Malysis.r3d Group IIIRISAJob Number 921.009 Checked By GSR ANEMETSCNEKCOMPANY Model Name M190XSRRL Mount Analysis Basic Load Cases 01 r r) -dNlnn Load Combinations nncnrinlinn c on QPQQ RI r P—f 01 r Car 01 r Cent 01 r ren 01 r CAN 0 rn 0 eo 0 C- 0 a- 0 r.. m . 1 1' .ate-r1-�■m®'.,11..•••..�®�77® :®" ��■■■■■■■■■■■■ RISA-313 Version 16.0.5[GA ... \... \MI90XSRRL\Structural\Analysis\MI90XSRRL Mount Analysis.r3d] Page 1 AM 111RISAJob INn ber 921.009 Group Checked ked By GSR A NEM1IETSLHEKco1,',PAk9P Model Name M190XSRRL Mount Analysis Load Combinations (Continued) Ileecrintmn S Pn. RRSS RI C Foct RI r. P., RI r` Fes,+ RI r` Few RI r P.,f R P. R F. R R. R r� R P. 45 1.2DL+I.OWL 180'.. Yesl Y QL1 1.2 NLA -1 OL3 1 46 1.2DL+I.OWL 210'.. Yel Y QL1 1.2 NL4.866WLZ _.5 OL31 1 47 1.2DL+I.OWL 225'.. Le Y QL1 1.2 .707 WLZ-.707 OL31 1 48 1.2DL+I.OWL_240'.. Ye Y IDLI 1.2 NLX -.5 WLZ-.866 OL31 1 49 1.2DL+I.OWL_270°.. Ye Y QL1 1.2 NLZ -1 OL3 1 50 1.2DL+I.OWL_300'.. Ye Y IDLI 1.2 .5 WLZ-.866 OL3 1 51 1.2DL+I.OWL315`.. Ye Y DL 1.2 NLX.707 WL2-.707 OL3 1 52 1.2DL+I.OWL 330°.. e Y DL 1.2 VVLX.866WLZ _.5 01-3 1 53 11.2DL+1.6 LL1+0.... Ye Y DL 1.2 O1-1 1.6 SL .2 54 1.2DL + 1.6 LL2 + 0 .... Ye Y DL 1.2 OL2 1.6 SL .2 55 1.2DL+1.6 LL3+0.... Yell Y DL 1.2 OL3 1.6 SL .2 56 1.2DL+I.ODL Ice +.. Ye Y DL 1.2 SLI 1 VVLX.043 OL1 1 57 1.2DL+I.ODLIce +.. Ye Y DL 1.2 SL 1 1 VVLX.037VVLZ.022 01-1 1 58 1.2DL+I.ODL Ice+.. Ye Y DL 1.2 SLI 1 LX .03 .03 01-1 1 59 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 LX.022 .037 011 1 60 1.2DL+I.ODLIce +., e Y DL 1.2 SL 1 W .043OL1 1 61 1.2DL+I.ODL Ice +.. e Y DL 1.2 SL 1 LX-.022 .037 OL1 1 62 1.2DL+I.ODL Ice +., e Y DL 1.2 SL 1 LX-.03 .03 OL1 1 63 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 LX-.037 L .022 OL1 1 64 1.2DL+1.ODLIce +„ e Y DL 1.2 SL 1 LX-.043OL1 1 65 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 LX-.037 LZ.022 OLt 1 66 1.2DL+I.ODLIce +„ e Y DL 1.2 SL 1 LX-.03 -.03 OLt 1 67 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 LX-.022 LZ.037 OLI 1 88 1.2DL+I.ODL Ice +., e Y DL 1.2 SL 1 WLZ-.043 OL1 1 69 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 LX.022 L2.037 O1-1 1 70 11.2DL+I.ODL Ice +„ e Y I DL 1.2 SL 1 NLX .03 LZ-.03 OLt 1 71 1.2DL+I.ODL Ice +., e Y DL 1.2 SL 1 NLX.037 L2.022011 1 72 1.2OL+1.ODLIce +„ e Y DL 1.2 SLI 1 NLX.043oL2 1 73 1.2DL+I.ODL Ice +„Yesl Y DL 1.2 SLI 1 NLX.037 VLZ.022 OL2 1 74 1.2DL+I.ODL Ice +,, e Y QLI 1.2 SL 1 NLX .03 VLZ.03 O1-2 1 75 1.2DL+I.ODL Ice+.. Ye Y IDL 1.2 SL 1 NLX.022 VLZ.037 O1-2 1 76 1.2DL+I.ODLIce +., Ye Y IDLI 1.2 SL 1 WLZ.043OL2 1 77 1.2DL+I.ODL Ice +.. Ye Y DL 1.2 SL 1 NLX-.022 VLZ.037 O1-2 1 78 1.2DL+I.ODLIce +.. Ye Y DLI 1.2 SL 1 NLX-.03 VLZ.03 OL2 1 79 11.2DL+I.ODL Ice +.. Ye Y DL 1.2 SL 1 NLX-.037 VLZ.022 012 1 80 1.2DL+1.ODL Ice+.. Ye Y DLI 1.2 SL 1 LX-.043OL2 1 81 1.2DL + 1.ODL Ice+.. Ye Y DL 1.2 SL 1 LX-.037 LZ .022 OL2 1 82 1.2DL+I.ODLIce +.. Ye Y DLI 1.2 SL 1 LX-.03 -.03 OL2 1 83 1.2DL+I.ODL Ice+.. Ye Y DL 1.2 SL 1 LX-.022 LZ.037 OL2 1 84 1.2DL+I.ODL Ice +,. e Y QL1 1.2 SL 1 WLZ -.043 OL2 1 85 1.2DL+I.ODL Ice +„Ye4 Y QL1 1.2 SL 1 LX.022 LZ.037 OL2 1 86 1.2DL+I.ODLIce +., e Y DL 1.2 SL 1 LX .03 LZ-.03 OL2 1 87 1.2DL + 1.ODL Ice +„ e Y DL 1.2 SL 1 LX ,037 LZ .022 OL2 1 88 11.2DL+I.ODLIce +., e Y DL 1.2 SL 1 LX.043OL3 1 89 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 Lx,037 VLZ.022 OL3 1 gp 1.2DL+I.ODLIce +.. e Y DL 1.2 SL 1 LX .03 L74.03 01-3 1 91 1.2DL+I.ODL Ice +.. e Y DL 1.2 SLI 1 LX.022 1- .037 OL3 1 92 1.2DL+I.ODLIce +.. e Y DL 1.2 SL 1 W1-4043OL3 1 93 1.2DL+I.ODL Ice +„ e Y DL 1.2 SL 1 1 LX-.022 .037 OL3 1 94 1.2DL+I.ODLIce +.,Ye4 Y QLl 1.2 SL 1 1 LX-.03 L4.03 OL3 1 95 1.20L+I.ODL Ice +..Yes Y QL1 1.2 SL 1 LX-.037 LZ.022 OL3 1 s 96 1.2DL+I.ODLIce +„Yes Y DL 1.2 SL 1 LX-.043OO 1 Ice+.. e Y SL1 LX-.037 L .022OL31.2DL+ 1.ODL Ice +.. e Y DL 1.2 SL 1 LX -.03 -.03 OL3 1 L971.2DL+I.ODL 1.2DL + 1.ODL Ice +.. e Y DL 1.2 SL 1 LX-.022 .037 OL3 1 1.2DL+I.ODLIce+., e Y DL 1.2 SL 1 WLZ-.043OL312DL+1.ODL Ice +,, Ye V rm I 1.2 SL 1 LX.022 LZ.037OL3 1 RISA-3D Version 16.0.5[GA ... \... \M190XSRRL\Structura]\Analysis\MI90XSRRL Mount Analysis.r3d] Page 2 Company Foresite Group Aug 2018 111RISA Designer GRG 10:48 A AM Jab Number 921.009 Checked By: GSR d NEM, CHEKco6,PN Model Name M190XSRRL Mount Analysis Load Combinations (Continued) Member Primary Data Label I Joint J Joint K Joint Rotate de SectionlSha e T e Desi n List Material Desi n Rules 1 M1 N123 N102 I RIGID None None RIGID TvDioal 2 M2 N123 N96 RIGID None None RIGID Tvoical 3 M3 N65 N122 RIGID None None RIGID Typical 4 M4 N122 N74 RIGID None None RIGID Typical 5 M5 N246 N225 RIGID None None RIGID Typical 6 M6 N246 N219 RIGID None None RIGID T ical 7 M7 N188 N245 RIGID None None RIGID Typical 8 M8 N245 N197 RIGID None None RIGID Typical 9 1 M9 N248 I N247 PIPE 2.5 lColumn Pie A53 Gr. BI Tvoical Hot Rolled Steel Design Parameters Label Sha a Len thin Lb in Lbzz in Lcom to in Lcom bot in L-tor u... K Kzz Cb Function 1 M9 PIPE 2.5 144 Lateral Envelope Joint Reactions .lnlnt X flhl I C V flhl I rt 7 r1hl I C RAY f4_al I r RAY rL_Hl I r IU7 n, of I f 1 1 N26 max 1 979.534 20 863.365 7 1424.089 9 0 1 .065 12 .011 13 2 min -909.573 13 -781.631 11 -1384.116 17 0 1 -.061 6 -.011 5 3 N45 max 497.433 9 618.581 6 934.191 17 0 1 .052 18 .015 13 4 min -670.422 19 -529.796 12 -984.943 9 0 1 -.046 9 -.016 20 5 N149 max 223.978 9 753.716 11 595.862 10 0 1 .021 17 .005 10 6 min -239.92 17 -676.504 7 -545.191 8 0 1 -.021 9 -.005 8 7 N168 max 332.696 10 710.822 12 401.846 8 0 1 .023 6 .005 10 8 min -300.959 8 -637.44 6 -441.827 10 0 1 026 12 -.005 8 9 Totals:x 263.799 5 187.333 1 293.805 9 10 Mnmin1 -263.799 1 13 160.57 1 11 1 -293.805 1171 Envelope AISC 13th(360-05): LRFD Steel Code Checks Member Sha a Code Check Loc in LC Shear Check Loc in Dir LC hi•Pn... hi*Pn... hi'Mn.. hi'Mn...... Eon 1 M9 PIPE_2.5 .328 94.5 17 .118 94.5 18 15797.3 50715 3.596 3.596 3 H1-1a INO Cfj RISA-3D Version 16.0.5[GA ... \... \MI90XSRRL\Structura[\Analysis\MlgOXSRRL Mount Analysis.r3d] Page 3 THE ` ` COMPANIES Lamar Co # 20 Lease# 2115 Rider # I to Lease dated March 2006, by and between Russell C. Hall, as Lessor, now Betty M. Hall and The Lamar Companies, as Lessee. The Lease shall continue with all provisions in full force. In addition, Lessor and Lessee agree to extend this lease for an additional period of 10 years beginning 7/l/2018. Witnesses (LESSEE) F SCANNED BY St. Lucie County BY: ffC� AA_ d� ak(o /(o // P Betty M. Hall Date LESSOR - Contact Phone number: 772-878-8088 c% Friend Re Ity, INC 8737 S. Fede I Hwy Port St. Luci FL 34952 BY: SSEE-JimMaskas Date The Lamar Companies (863-686-3159) 3760 New Tampa Hwy, Lakeland, FL 33815 witnesses (LESSOR) Please print and sign Rev 7MO17 THE �� COMPANIES This Instrument prepared by: New James R. Mcllwain 2115-01 Reoerrel 5551 Corporate Boulevard Lease p Baton Rouge, Louisiana 70808 l�yv /J?LGIdt°u/�✓ v� JaR Ivlellwain SIGN LOCATION LEASE THIS LEASE AGREMENT, made this 24thday of March. 2006, by and helweeo: Rowell C. Hal (herei®Rer referred to as "Lessor) aDdTHE LAMAR COMPANIES (here®flerrdCrred to as "Lcstt"), provides "LESSOR hereby leases to LESSEE, it successors or assigns; as much of the hereinafter described lease premises as may be necessary for the co m icoun, repair and relocation of an outdoor advertising muchae ("sign"), Including necessary smrcmrs, advertising devices, utility service, power poles, communications devices and connections, with the right of assess to and egress from the sign by LESSEES employes, eonhactors, agents =itvehicles and The rigid to survey, post, illuminate and maintain advertisements on the sign, and to modify the sip to have as many advertising faces, imclading dtangeable copy faces or electronic faces, as are allowed by local and State law, and to maintain telecom n cations devices or other activities necessary or usefirl in LESSEE'S use of the sign. Any discrepancies or errors in the location Bad orientation of the sign are deemed waived by LESSOR upon LESSOR'S acceptance of the first rental payment due atterthe coa.Mmtion of the sign. The premises are a portion of the property located in the Coonty/Parish of St Lucie, State of Florida, more partiadarly described as: W/S OS 1.5 MI N10 WALTON ROAD I. This Lease shall be for a term often (10) years commencing an the fast day of the calendar month following the date of completion of construction of the sign or, if this � is a� renewal ��t, the term begin 3-I-2006 ("Commencement date"). LeASE 0Wv7wAfz"S �cci/euHC7JIYE r� 3/r�aao5. g to erect or allow any other obstruction of ldglxway view or any vegetation that may obsimd the highway view of its sign. LESSEE is hereby authorized to remove any such other advertising strucme, obstruction or vegetation at its option. 04. LESSEE may terminate this tease upon giving thirty (30) days written notice in the event that the sign booms comely or partially obstructed in any way If LESSEE is prevented from constructing or maintaining a sign at the premises by reason of any final governmental law. regulation subdivision or building resbiction, order or other action, LESSEE may elect to terminate this lease In the event ofwimivatimr of this Lease priori cWhation, LESSOR willrelmn to LESSEE any uncarned rentals on pro ram basis. 5. All sOruemes, equipment and materials placed upon the premiss by the LESSEE or its predecessor sball remain the property of LESSEE and maybe removed by LESSEE at any time prim to w wlthim a reasonable time after expiration of the term hereof or any renewal. At the termination of this tease, LESSEE agues to rstore the surface of the premiss to its original condition The LESSEE shall have the rigid to make any necessary applications with, and obtain permits fiam, governmental bodies for the construction and maintenance of LESSEE'S sign, at the sole discretion of LESSEE. All such perms and any nonwnfmming rights pertaining to the premises shall be the properly of LESSEE. 6. LESSOR represents "he a the owner or lessee wider written lease of the premiss and bas the right to this agreement and to gram LESSEE free au ss to the premises to perfohm are acts necessary to carry an LESSEES business activities related to the sign LESSOR is not aware of any unrecorded rights, savimds, easements, subdivision or building restrictions, or egmements affecting the premiss tint ]mbnbit the erectio4 ply., paminS illammatian ormaintenance of thesiga LEMORadoowledgs that the terms and wmdtionsofthisapccmem are confidential and proprietary and shallot be disclosed to am'thhd-party without thewrineitcoosem of LESSEE. 7. In the event of any change of ownership of the property herein leased, LESSOR agrees to notify LESSEE promptly of the trance, address, and phone camber of the new nwaer, and LESSOR furdw agrees to give the new owner formal written notice of the existence of this lease and to deliver a copy tlraeof to such now owner at or before dosing. In the event that LESSEE assigns this lease, assignee will be fully obligated under this Lease and LESSEE will no longer be bonnod by the lease. This lease is binding upon the personal representatives, heirs, uecutom successors, and assigns of both LESSEE and LESSOR. S. In the event of condemnation of the subject premises or any part thereof by proper authorities, a relocation of the highway, the LESSOR grams to the LESSEE the right to relocate its sign on LESSOR'S remaining property Amamg the condemned property or the relocated highway. Any condemnation award for LESSEE'S property shall accrue to LESSEE. 9. LESSEE agrees to indemnify LESSOR from all claims of injury and damages to LESSOR or third parties caused by the iattallatiork operation, maintenance, or dismantling of LESSEE'S sign during the term of this lease LESSEE further agrees to repair any damage to the premises or property at the premises resulting from the installation, operation, maimenaocc, or dismantling of the sigo, less ordinary wearand tent. 10. LESSOR agne to indemnify LESSEE from coy and all damages, liability, costs and expenses, including attorney's fees, resulting from any inaccuracy in ocnonfrifillmew of any representation, warranty or obligation of LESSOR herein. 13. If regairedby LESSEE, LESSOR will exea to and admowtedge a memorandum of Lease suitablefor recordation. 14. This Lease is NOT BINDING UN71L ACCEPTED by the General Manger of a Lamar Advertising Company. THE 3tNtES,LESSEE: BY: VICE-PRESIDENT/GENE AL MANAGER DATE: / / -?-/ O G LESSOR: RUSSELL G HALL BY: L�/1/MriCiL BY• DATE: � / (u / V C 772-- LESSOR'S TELEPHONE NUMBER LESSOR'S SOCIAL SECURITY NUMBER Tax ID Parcel d (for land on which sign is. ocated) LESSOR'S SOCIAL SECURf1Y NUMBER Address of LESSEE: Addreat of LESSOR: Q �d 3 7 S. JED E2nL Nu/y Witnesses (LESSEE) DocuSign Envelope ID: 120AA5ED-EB03-492B-gDF1-C7BCEB2B4F38 ASSET UTILI7{ATION AGREEMENT This Asset Utilization Agreement ("AUA") is made and entered into as of the latter signature date hereof ("AUA Effective Date") between Syscom Telecom, LLC, a Delaware limited liability company, hereinafter designated as LICENSOR, Sprint Spectrum L.P., a Delaware limited partnership hereinafter designated as LICENSEE, and Lamar Media Corporation, a Delaware corporation, hereinafter designated as BILLBOARD OWNER. 1. Integration with Master Utilization Agreement: This AUA is entered into pursuant to that certain Master Utilization Agreement between Sprint Spectrum L.P., on behalf of itself and its Affiliates, a Delaware limited partnership, Syscom Telecom, LLC, a Delaware limited liability company, and Lamar Media Corp., a Delaware corporation, dated March 16, 2017 ("MUA"). All of the terms and conditions of the MUA are incorporated herein by this reference and made a part hereof without the necessity of repeating or attaching the MUA. Except as set forth in the MUA, in the event of a contradiction, modification or inconsistency between the terms of the MUA and this AUA, the terms of the MUA shall govern. Capitalized terms used in this AUA shall have the same meaning described for them in the MUA unless otherwise indicated herein. 2. Site Number and Name (if applicable): LICENSOR: 93410 LICENSEE: M190XSRRL BILLBOARD OWNER: 20-2115-1 3. , Site Address and Legal Description: More particularly described in Attachment 1, attached hereto and incorporated herein. 4. Site Latitude and Longitude: 27.30878; _80.31100 5. Description of Equipment located on the Billboard: The Equipment to be placed on the Billboard are detailed in and shall be consistent with Attachment 2 and 5, attached hereto and incorporated herein. 6. Term: The Term of this AUA is as set forth in Section 4(b) of the MUA. 7. License Fee Commencement: The first payment of the License Fee shall be due within sixty (60) days following the Commencement Date. 8. License Fee Amount: The License Fee for the Initial Term of this AUA shall be and paid as set forth in the MUA. 9. Underlying Lease. If the Property is subject to an Underlying Lease, a copy of such agreement is attached hereto as Attachment 3. If consent is required from the Owner, it is attached hereto as Attachment 4. 10. Licensor Contact for Emergency (not for legal notices): 1-877-655-8657 I1. Licensee Contact for Emergency (not for legal notices): 1-866400-6040 Svs,:;nn ID: ;, , I(;. Lamar Tp: 20-i Il S.l Sprint m: dir'i6SSRRr. DocuSign Envelope ID: 120AA5ED-EB03-4928-9DF1-C7BCEB2B4F38 12. Special Provisions (insert any special provisions): N/A a. Electrical Fee: b. Ground Space Pass Through Fee: N/A IN WITNESS WHEREOF, the Parties hereto have set their hands and affixed their respective seals as of the dates written below: LICENSOR: Syscom Telecom, LLC, a Delaware limited liability company 5cuSigned by- /I B t.G. d G66).Waln BMDAS3 194F2_. Printed Name- Michael Goodman Title: coo Date: 11/15/2018 1 07:58:05 EST LICENSEE: Sprint Spectrum L.P., a Delaware limited partnership oowSieoedby: J. L:,,. Cc1EW33748 i9i 1 vi a 0 . Lin Printed Name: Title: Manager, Real Estate Date: 11/14/2018 1 13:26:01 PST _ BILLBOARD OWNER: Lamar Media Corporation, a Delaware Corporation By: Lee Kantrow Jr. Printed Name: Lee Kantrow 3r. Title: vice President, Business Development Date: 11/15/2018 1 09:30:58 PST ATTACHMENTS: Attachment 1: Legal Description of Land s;.uom IDi: ':34 { 0 Unu III: 20-21:3.1 SPrir.: if}� A1_190RSRRt. DocuSign Envelope ID: 120AA5ED-EB03-492E-9DF1 +.EB2134F38 Attachment 2: Licensor's Application Form Completed by Licensee Attachment 3: Underlying Lease Attachment 4: Owner's Consent Attachment 5: Approved Plans Svscom ID: 934IU Lmmar ID: 20-2115.1 Sprint 113: MI90XS1IIi1, DocuSign Envelope ID: 120AA5ED-EB03-492B-91)1`1� .:EB2B4F38 ATTACHMENT 1 LEGAL DESCRIPTION OF LAND 91m premises ore a portion of the property located in the Caunty/Pa ish of St. Lucie. State of Florida, man pardarlady described as: WtS US 1.5 MI NIO WALTON ROAD S+sCarr, 11)93410 LaterID: 20--2115.I Sprint11): M190N.SRIYL DocuSign Envelope ID: 120AA5ED-EB03-492E-9DF1 ;EB2134F38 ATTACHMENT 2 LICENSOR'S APPLICATION FORM COMPLETED BY LICENSEE SVicom ID- 93410 Lunar ID: 20-21 I5.1 Sprinl iD: RII90SSRf21. DocuSign Envelope ID: 120AA5ED-EB03-492E-9DF1. ';EB2B4F38 ATTACHMENT 3 UNDERLYING LEASE The Underlying Lease is attached hereto. Syscum ID: 9341t1 ULmnr ID: 20-2115.1 Sprint In: ;M90SSRR1, DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1 � , �,,EB284F38 ATTACHMENT 4 OWNER'S CONSENT Owner's consent is attached hereto if required under the Prime Lease. N/A Smom ID93410 Lnmar ID: 20-21I A Sprint ID: MINACIMU, DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1 J+EB2134F38 ,- ATTACHMENT 5 LICENSOR'S APPROVED PLANS 5vswm ID: 93410 Lnmar ID: 20-2115.1 Sprint ID: M190SSRIR DocuSign Envelope ID: 120AA5ED-EB03-492E-9DF' ICEBM41738 CO -LOCATION APPLICATION -submit comiteled application to TppLCations r syscomlelecom.coni. ` $czyzcom •pPVLIGFION THE Nnv Cdlmliw tiYSCOM5p5Ei PFIONENIIAOER REPRFSEManVE NATONALFRWRAMMANAGER PiONENFA 6ficM1Clclknn M2]6?3]93 OMWWACT/ PiONENUMBFA SIZE SU,MkMSOR MicAM Goslman JO]83D3536 MMOFSURVITAL nvrzole EMIALPR03ECT SITE W FORALITION •NSMME0. Slam NSTOMERPROIECINAME Spam Flo6Ee Small Cell maryNWmkwhfvnpindmSitc Nlus IVW1in0 PiR'^'*wblJlmmimienntilUEBtlryvnJl PRUmnirWin Wcml1m1-31C'II2wnJuum SOO nirc fmmSnmM1lvmlrSwalbaur PPCbxW gwerW l-3!<•aMml(GT3E)uWVIOUe DE Retry uwluJe Gnil mn6tl�mdm Jmnpim) .N'a vill inmll b20emp8mtmin LuWa dekapml. •S YSCOMLAMARSIIENI@®ER 93JIU120.21111 •SnBDESCRRnON BiBM1rvJ •AUORF55 8T115. 051{iylmavl •CITY Ful Svlmlmc •CODNTY Seim Lada 'STAT'E Elaide — 31951 'NTIIIIDE i1.30818 'UJNGI113DE y031IW (JyrW..p (J9rrdmacc) 'CUSTOMERSMIuM.MER MNOMRRL CDSNA4RSTIENAME PROJECT CONTACT' INFORRIATION •FRp1ARYCONTACE Mik pB r, . 'COF@ANYroWANPAi1ON K01'Co 'ADDRESS 'CnY •STATE 'L1' 'PHONE 0.0T 17.uuv -E % MCYCOPYPRDIARYCOWACTONAILDELIVFRABIFS: F IVERA X LENTO RP SP TO S CPLOCATIONAPFRME, NAME Mike Bm58nJ E 3. — E. (01t61]410 L ICDRAET: NAME Mike OurkMaJ EM IL — PHONE (tm)61]d16T 7, F=YEKECUIEDAGRFFMEM: MOO EMAd PHONE r COMPN YI ORO ADDRESS CITY STATE LP IO REQUESTS: NAME M'ke DurkMW EMAp. .v.r.. PHONE (amtU7A16] NOTICETOPRCCEED(MP1: No. KWM.� MIDNE (4M)61]016] ADDITIONAL CONTACT WFORFIATION FIRM OR CONTACTNAAIE TELEPHONE FAX E-d411L -RE ENRRRE 3cwR , (ml)259.78E . CONSTRUCTIONPM CCOUM YABM OFF. INFORMATION TO BE INCLUDED IN LEASE •cuSroMER 1FAAL ENTITY sprimGnbm... K.nwcupaum STAMUDKCORP MON Kewe NAME 'SIGNATORY -MmDl5 •LASTNAME MRsTNA. WITIAL •]IGNATORYTIIT£ O LFCAL NOTICE 1DDR .SS A O P RFD DR O O. rc4l ,[ 0915pim0rNay, Muilncp 'LEGAL NOIICEADDRESS CnY Or[?.l Pus STATE Knnw LP M2513650 KSOPFI10101-L^0:0 'ATIEWION: MASff Rm1ENIt ARmuy ^, 9 ETNAME OEPf: $pnollAvprpl •EMERGFNCYCOWACTNAME -PHONE ADORIONAL COPY NOTICE TO: DEPT Sprint Po{cr Umus ADDRESS 6391Sp MINAh ,Muluc C. OrcrlWPuk SEAM KS ME 65251-"'. NAIA KSOP5110101]3650 NAME DM AODRESS CRT STATE M ADDRM FOR REN7ALPAVM6M INVOICING: NAME DM ADDRESS CRY MIS LP DocuSign Envelope ID: 120AM5ED-EB03-492E-9DI: BCEB2B4F38 GROUND SPACE REQUIREMENTS (IF ANY)' PR I NIA RV MNFMUOUS LLASE AREA: DPIENSIOM: L(n)NONE W(n) KA) OR 5q.h - Minimumrp[v rquiref ifmywlN OIM1ffNS10M: Wft) W(N w:lablc RUmE EMSTWGSHELTER FLOORp0.15 NEEDED 4A). W(n) HIIp CUSNMERSIRLTER OPAS: L(n) tV(fl) IYfl) PAD FOR 516.LTFR DPS:L(R) WM STCOP F DPAS4.) W(n) Gur000ncABINET`S r QMFN OFCARwEIs DM:4n)' -0) x(R) PADFORCARWEIS DIMS:"a) W(M BACKUP POWER REQUIREMENTS � GE WWRNOTREQU ^ SNARFDGENERATOR F SfMREDOENFIfAt(IR PEAK USAOEREQUFSTED(KW) WMR)ECUSTOMFASIffLTER GENERATOR(bhla[LLd iJud< j� GENEMNR(bblml[J[wida F Pnmvry less uu) plim+ryl[uew) AWMONALL SEARFAREQVIXED FOR BACKUP IVWEN pAI5; 4n) W(n) MANUFACN MAKB/MODF1 CAPACfIYQ.'W) FIILT. TPE PADFORGENERATOR DW5:4n) WG11 FUEL TANK F DW1:4a) W(n) TANKSm(S[q 1'A0 FOR FUFI. TANK(ifrtym[d) F DM: L(R): W(n) NOTES: NONE FOR AGENCY USE- SALES REPRESENTATIVE SETOACK R[QIIBIEMFMS: SECONDARY GROUND LEASE AREA REQUIREMENTS (i.e. For addilional d'uh. nd na, etc. beyond area described above) Will.upplem[nl::ry$mmW rpem b:n�db[[wmrvnlaR WJiY[nJ T. N ( e9rii....... ' x 1r, pim id-fY Uw dimm[im[(m rbe Wdilim.l mu Da.@N510M: L(R) W(a) Minimumrpurtgllird ifrq:ssN DL stoM: 4n) WM) mrldlc R.) OR $p.M1i ODfl10NAL EQU@A4:NI-Pm+[dvu16[.ifvN[rNm Gmrnw DW5:4n) W(R) d—i.d - R.) DDRIONAL000WMENT-Dnmlplim DM; 40) W(R) NIn1 ' f 11 nJJ rnnvl[rtnnminl NOOROUM]$1'AC6 NffDED POWE WELCO REQUIREMENTS MWERPROMMDBY: V COaWANYDBtECT F LAMAR FROM Mf AVERAOEMOMW.YMWMA.MVAPFM M KWNme TGLCO'MTE¢CONNECfREQVIXEROtIS mn F U f— MRROWAVE ' A FTBFR OPIIGS F TRANSMITTER SPECIFICATIONS (& RECEIVER) IHAN]MfFIGP/RECErvERTPE QTV of TRANSMITTERSMECEIVFRS MANUFACNRFA TM.MODEL TYPIiafT[CIWOLWY T%PoWEAOVIm 6TECIWCS[RVICE0.EQVIXEOUr:NYdh) y TTd,,� EXFIIBR@,,FINAL Ale na EgD'p a tEpe f- •RRU t m, y$,�' $yq: CQu.ET'TT 01INI 1Wb'ODu WSTALIATIONSTAWS 14gaw1 Fmgad Pr[psd MDCENIFAAGL(fl) EQUPMEMMOUM fffJGM(fl) 43' JT 4V [QUWM[MMUUMTYPE L% F�5 LK [QUO'M[NIMANUFACNRE0. AIp"Wiml— Nall[ M., EQVNMEMMOpELF AMI) .51 03EWA R 1ry4M Iarycr!IJv1J IN99J1111139Mn0 Wall a°!'INW <lYJ 3dA131d1 .S/S/S.'>!V01J3P/!Il(IWRV NJYiu�'A1O3NEI 1 I 1 u°npaml°rva!!nbaq Sj.NV°P'1V1N NIV9tlN1IIEN °N ^N oN {aarauaMagNrvnrlun Puun luwJ!nbq AJNil1O3L3%tl M9L94p2 049ZS6>Z W9Z94pt AJtCifltl3L.i %1 1 1 1 .p/prv.'+"!V03J35 /ILL0YLZtl HJY3 u! A3O .Gpli11011M1 ai(mOaP)NWLtlILLVtlI°N0IL'I3GU/ 5}WIItl2tl 1 1 1 AIILNMa LY9VAlli)3 ay10'B a915p'Yv rylti0 ('vyl °!'°�T!++J)ll10LiMIlt3WAf!b3 .0'El i�(g'L •E9i•E$LI �.J9'4 .S'p%•5& (gau!a°wj Tn!IvrN ItNrM IU SNMSK0'dUIN3WdN2Y3 9£d48Z8304,306-SZ6V-£083-039WOZL:OI adolanu3 uftnoo0 DocuSign Envelope ID: 120AA5ED-E803-49213-91DF, BCEB2B4F38 Lamar Cc N 20 Lease4 2115 Rider N I to Lease dated March 2006, by and between Russell C. Hall, as Lessor, now Betty M. hall and The Lamar Companies, as Lessee. The Lease shall continue with all provisions in full force. In addition, Lessor and Lessee agree to extend this lease for an additional period of 10 years beginning 7/1/2018. Witnesses (LESSEE) Al Her 7/62e 17 Betty Rd. all Date LESSOR - Contact Phone number: 772-878-8088 c/o Pricnd Rct Ity, INC 8737 S. Fcdc I Hwy Port St. Luci11 FL 34952 BY: SSE-E- JimMaskas Date The Lamar Companies (863-686-3159) 3760 New'fampa Hwy, Lakeland, FL 33815 witnesses (LESSOR) Please print and sign DocuSign Envelope ID: 120AMED-EB03-4926-91DF- , r3CE13284F38 This Instrument Prepared by: James R. McIlwain 5551 Corporate Boulevard Baton Rouge, Louisiana 70808 v James R. Mcllwam COMPANIES SIGN LOCATION LEASE 2115-01 Renewal Lease # THIS LEASE AGREEMENT, made this 24th day of March, 2006, by and between Russell C. Hall (hereinafter referred to as "Lessor') and THE LAMAR COMPANIES (hereinafter referred to as "Lessee"), provides WITNESSETH "LESSOR hereby leases to LESSEE, it successors or assigns, as much of the hereinafter described lease premises as may be necessary for the construction, repair and relocation of an outdoor advertising structure ("sign"), including necessary structures, advertising devices, utility service, power poles, communications devices and connections, with the right of access to and egress from the sign by LESSEE'S employees, contractors, agents and vehicles and the right to survey, post, illuminate and maintain advertisements on the sign, and to modify the sign to have as many advertising faces, including changeable copy faces or electronic faces, as are allowed by local and state law, and to maintain telecommunications devices or other activities necessary or useful in LESSEE'S use of the sign. Any discrepancies or errors in the location and orientation of the sign are deemed waived by LESSOR upon LESSOR'S acceptance of the first rental payment due after the construction of the sign. The premises are a portion of the property located in the County/Parish of St Lucie, State of Florida, more particularly described as: W/S US 1.5 MI N/O WALTON ROAD 1. This Lease shall be for a term of ten (10) years commencing on the fast day of the calendar month following the date of completion of construction of the sign, or, if this is a renewal Lease. We term begin 3-1-2006 ("commencement date")./ERSE P.9y�r5 A&-r DfK,77t✓E"� 3/r�aoa�5,0 I3. LESSOR agrees not to erect or allow any other' off -premise advertising stmctme(s), other an %ESSEE'S,* LESSOR further agrees not to erect or allow any other obstnution of highway view or any vegetation that may obstruct the highway view of its sign. LESSEE is hereby authorized to remove any such other advertising structure, obstruction or vegetation at its option. 4. LESSEE may terminate this lease upon giving thirty (30) days written notice in the event that the sign becomes entirely or partially obstructed in any way t�K jaAdsofte,, If LESSEE is prevented from constructing or maintaining a sign at the premises by reason of any final governmental law, regulation, subdivision or building restriction, order or other action, LESSEE may elect to terminate ibis lease. In the event of termination of this Lease prior to expiration, LESSOR will return to LESSEE any unearned rentals on a nm rota hack DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF',. ,�ICE62MF38 7. In the event of any change of ownership of the property herein leased, LESSOR agrees to notify LESSEE promptly of the name, address, and phone number of the new owner, and LESSOR f other agrees to give the new owner formal written notice of the existence of this lease and to deliver a copy thereof to such new owner at or before closing. In the event that LESSEE assigns this lease, assignee will be fully obligated under this Lease and LESSEE will no longer be bound by the lease. This lease is binding upon the personal representatives, heirs, executors, successors, and assigns of both LESSEE and LESSOR S. In the event of condemnation of the subject premises or any part thereof by proper authorities, or relocation of the highway, the LESSOR grants to the LESSEE the right to relocate its sign on LESSOR'S remaining property adjoining the condemned property or the relocated highway. Any condemnation award for LESSEE'S property shall accrue to LESSEE. 9. LESSEE agrees to indemnify LESSOR from all claims of injury and damages to LESSOR or third parties caused by the installation, operation, maintenance, or dismantling of LESSEE'S sign during the term of this lease. LESSEE further agrees to repair any damage to the premises or property at the premises resulting from the installation, operation, maintenance, or dismantling of the sign, less ordinary wear and tear. 10. LESSOR agrees to indemnify LESSEE from any and all damages, liability, costs and expenses, including attorney's \ fees, resulting from any inaccuracy in or nonfulfillment of any representation, warranty or obligation of LESSOR herein. 13. If required by LESSEE, LESSOR will execute and acknowledge a memorandum of Lease suitable for recordation. 14. This Lease is NOT BINDING UNTIL ACCEPTED by the General Manager of a Lamar Advertising Company. THE BY: DATE: VICE-PRESIDENT/GENERAL MANAGER Address of LESSEE: LESSOR: RUSSELL C. HALL DATE: 772-- F7qP- ' i V- LESSOR'S TELEPHONE NUMBER LESSOR'S SOCIAL SECURITY NUMBER Tax ID Parcel /i (for land on which sign is located) LESSOR'S SOCIAL SECURITY NUMBER Address of LESSOR 0/o DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1I ,CEMAIF38 Cellular Design Plant Sign Off Plant Name: Lakeland, FL Company Number: 20 Lease Number: 2115 Sub: 1 Lamar Location Description: US 1, .5 MI N/O WALTON ROAD Site Address: 8767 SE Town Plave Blvd., St. Lucie, FL 34952 Syscom Site ID Number: 93410 Carrier: Sprint Design Plan Number: Ml90XSRRL Approved by: Date: DocuSign Envelope ID: 120AA5ED-EB03-492E-9DF^^ _��CEB21341738 Cellular Design Plant Sign Off Plant Name: Lakeland, FL Company Number: 20 Lease Number: 8755 Sub: 1 Lamar Location Description: US 1, 600' S/0 KITTERMAN RD Site Address: 6649 FL-5, Fort Pierce, FL 34952 Syscom Site ID Number: 93398 Carrier: Sprint Design Plan Number: Ml90XSRRV Appro, Date: DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 IN) • r 'x 4 sprin t �_+,��D SITE INFORMATION PROPERTY OWNER: LAMAR 2845 W. KING STREET COCOA, FL 32926 PHONE:,(321) 631-7855 LATITUDE (NAD83): 27.308780- LONGITUDE (NAD83): —80.311000" COUNTY: ST. LUCIE COUNTY ZONING JURISDICTION: ST. LUCIE COUNTY POWER COMPANY: FLORIDA POWER & LIGHT SPRINT CONTACT: RUSSELL BURGIN PHONE: (913) 315-3129 EMAIL RUSSELL.BURGINOSPRINT.COM SYSCOM CONTACT: MICHELLE DEAN 1250 E. HALLANDALE BEACH BLVD. STE 501 HALLANDALE BEACH, FLORIDA 33009 OFFICE (305) 456-6504 CELL (602) 769-5793 EMAIL MICHELLE.DEANOSYSCOMTELECOM.COM ahead AREA MAP, SITE 1 Y e'in n t _ p — .s ij +t LOCATION MAP �� 9rtxipL Ma PROJECT N LAMAR SITE ID NUMBER: . 2 SYSCOM SITE ID NUMBER: 9 SITE CASCADE: N SITE ADDRESS: 8 1P SITE TYPE L PROJECT DESCRIPTION • INSTALL (1) NEW OMNI ANTENNA SF • INSTALL (1) NEW FIRM • . INSTALL (1) NEW RELAY • INSTALL (1) GPS ANTENNA �l F APPLICABLE CODES �- ALL WORK SMALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PUNS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. • FLORIDA BUILDING CODE, 6TH EDITION (2017) BUILDING • FLORIDA BUILDING CODE, 6TH EDITION (2017) PLUMBING • FLORIDA BUILDING CODE, SUM EDITION (2017) MECHANICAL • FLORIDA BUILDING CODE, 6TH EDITION (2017) FUEL GAS DowSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 NOTES 1. ANY PROPERTY INFORMATION OUTSIDE THE EXISTING COMPOUND AREA IS BASED ON AERIAL PHOTOGRAPHY AND NOT FROM A SURVEY OR FIELD MEASUREMENTS AND IS SHOWN FOR REFERENCE ONLY. THE DOCUMENTATION OR LOCATION OF ANY INGRESS/EGRESS OR UTILITY EASEMENTS HAVE NOT BEEN PROVIDED TO FORESITE GROUP AND THEREFORE ARE NOT SHOWN ON THESE DRAWINGS. CPARKING� 2. THE EXISTING ABOVE GROUND CONDITIONS LOT REFLECTED ON THESE DRAWINGS ARE BASED ON SITE VISIT COMPLETED BY FORESITE GROUP ON 05/18/2018. I E I` I EXISTING POWER METER, DISCONNECT AND AC PANEL (SEE SHEET E-1 FOR DETAILS) DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 1 EXISTING BILLBOARD (FRONT VIEW) DocuSign Envelope ID: 120AA5ED-EB03492B-9DF1-C7BCEB2B4F38 NOTES: I. THE EXISTING BUILDING AND FOUNDATION WERE DESIGNED BY OTHERS. 2. THE BUILDING ELEVATION SHOWN IS FOR REFERENCE ONLY. 3. PROPOSED ANTENNA AND EQUIPMENT TO BE MOUNTED IN ACCORDANCE WITH REQUIREMENTS OF MOUNT ANALYSIS AND STRUCTURAL OPINION LETTER. CONTRACTOR TO REFER TO AND COMPLY WITH SIGNED do SEALED ANALYSIS COMPLETED BY FORESITE GROUP INC. PRIOR TO ORDERING OR INSTALUNG PROPOSED EQUIPMENT ON BUILDING 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND IDENTIFYING ANY EXISTING CONFLICTS (INCLUDING BUT NOT LIMITED TO EXISTING CONDUITS, SAFETY CUMBS, EFQ AND DETERMINING TEMPORARY BRACING OR RELOCATION REQUIRED FOR INSTALLATION OF THE PROPOSED EQUIPMENT. THE CONTRACTOR SHALL RESTORE ALL RELOCATED ITEMS TO PREVIOUS CONDITIONS. 5. CONTRACTOR TO PAINT ANY EQUIPMENT TO MATCH EXISTING STRUCTURE. EQUIPMENT SHOULD BE PAINTED PPG LAMAR BROWN UC65378, UNLESS OTHERWISE SPECIFIED. E EXISTING HANDRAIL i PLAN VIEW OF EXISTING BILLBOARD SCALE: N.T.S TRUE NORTH DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 NOTE: SEE NOTES ON SHEET A-2.1 PROPOSED OMNI ANTENNA, ALPHA WIRELESS MODEL #AW3477-SI (SEE SHEET A-4) PROPOSED iRELAY, AIRSPAN MODEL #iRELAY 460 OR 464 (SEE SHEET A-6) - PROPOSED ANGLE BRACKET, 1-60xr , OR APPROVED EQUAL (10- LONG), (TYP. OF 2) PROPOSED U-BOLTS, SITEPROI MODEL# U81300, OR APPROVED EQUAL (TYP. OF 4) CONTRACTOR TO PROVIDE ALL NEEDED HARDWARE PROPOSED NOKIA FWHR RADIO (SEE SHEET A-5) - PROPOSED ANTENNA MOUNT PIPE 2.5 SCH. 40 (27/a- O.D.). 12'-0" LONG EXISTING W-SHAPE COLUMN EXISTING BILLBOARD UPRIGHT (FRONT VIEW SHOWING ATTACHMENT) PROPOSED BOLT ASSEMBLY EXISTING W-SHAPE COLUMN NOTE: SEE NOTES ON SHEET A-2. 3 EXISTING BILLBOARD OF (SIDE VIEW SHOWING ATTACH MI--- 1:I 'I rj DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 E 0 lM _2496 =2690MHz Omni Antenna (Dual Port, Omni,+/-45o Polarisation, 3 x VET) 'The parameters in this speci6weonfollow the definitions and recommendations per NGMN P-Basta, Release 9.6 RF Specifications - Frequency Range Per Input MHz 2496-2690 Polarisation: NA /45-Slant Linear Gain Over all TIBs del 8.5 Azimuth Beamwldth Degree 360 Elevation Beamwidth Degree 12 Electrical Downtilt: Degree TW-T2W Elei;tdcal Downtilt Deviation Degree < 1 Impedance - Ohms 50 VSWR NA, 1.4 Return Loss: tl8> 15 Isolation dB> 28 Passive lntermotlulaticn dBc< -150 Upper Sldelobe Suppression. Peak to 20' dB> 18 Cross Polar Discrimination at Sector d8> 12 Maximum Effective Power Per Pon W 50 kAecfianicaf8pecificalions Dimensions (Lx0) man (in) man (in) 780 (30.7) x 120 (4.7) x 120 (4.7) Dimensions (Lx0) mm (in) !no Bracket arm (in) 1300 (51.1) x 178 (7.0) x 120 (4.7) Packing San(LxWxD) turn (in) 880(34.6) x 190(7.4) x 250(9.8) Net Weight (antenna) kg Rh) 3.2 (7.0) Net Weight (mount) kg(Ib) 2(4A) Shipping Weight kg Qb) 6.2 (13.6) Connector Quantity NA Mini Dins Connector Position NA Bottom Mounting Ml NA CL-V-126 Windload calculation loam F=1/2'p'(Cdp'AfWA Windload Frontal N 180 Survival Wind Speed kmlh 200(125) Radome Material NA UV -Stabilised PVC Radome Colour RAL 7035 Product Compliance Environmental NA RoHS Lightening Protection NA DC Grounded Cold Temperature Survival Celsius 40 Hot Temperature Survival Celsius -70 Note: Independent Adjustable Tilton each of 3 sectors CL-V-1.26 Data Sheet i DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 6M Connwtian not, lriny. T 75039 (972)3743M TD-LTE, Band 41, 2 x 20W Mini -Macro Radio (FWHR) Radio Connections (FWHR) 120V AC R346 copper Etherne backhaulports Radio Clearances (FWHRI 47/63 Hd ul Not used ( Bluetooth antenna(LM) SFP fiber Ethernet backhaul port (5X,LX,BX,G-PONar E-PON) ' Rshl 5tf 1 t RF Mt Port - TX/RX-M RF Ain Part - TXIRI(-D 1 to 20W RF Pawer GPSRFPan Ito 20W RF Purser Mio1DIN4.1-9.5(f) N-Tvoe 10 Mini DIN 4.1-9.5 in NokMarovafiog Gasket attadeCtosMf rear e j; l Nokia ACpoeorcable B78 use .Minimum claarancen Recomnrcndedelears. FmrO 50.0.97 H) 500.(ia.Min) Rear 35 mm(IMMit' noor(1.]amfu Too Its, .ON in) H"hl m me and o 10 mm (0." u,) Bohm Ito mm(3.N in) Wo mm(1191 M) teR 10.(0.30iry.) to mm(0.39 aryl, 6000 Commflon Ddw, Irving. T 75039 (972) 3743" Radio Specifications (FWHT) Description lgrs=gift, Size/dimensions(HxWxD) !x 1i Weight/mass &volume Ids Operational temperature range 40E-+ Stone temperature range -40E-1 Coohng fans None Cold start capable Yes Ingress Protection Rating IP6510u AC in ut voltage rana 90-264 Pourer consumption, max 36GW fir. FCC &UL approved Yes TD-LTE operating frequencies (Band 41) FuU bans Low ban Hieh bar 4 of supported LTE carriers 2 LTETx/Rx ports&type 2x4.1/9 LTE RF Tx output power 1-20WI Synchronization required Integrat Backhaul method 1Gigabi 1 Gi abi' Power over Ethernet(POE) port _ IEE Installation mounting method Iory Seismic Zone-4 Unit color Telegrdy Paintable Iyes(fok Nokia GPS Antenna (FMWD) Description 5 eciicatloni Operating frequency 1575.42 MHz Mteonn 26d0i Po6rizatizatirn f4ght hand tircu Horizontal beamwidth 360' - © Amenraport N-type lml Weight 0316s f0.14 kg1 The width of the band straps should be less than'/V DocuSian Envelone ID: 120AA5ED-EB03-4928-9DF1-C7BCEB2B4F38 ,RFIElectrlcal Specifications Contra Frequency 1575.42 MHz 310 MHz Gain - 3dBic@9W .2 dBic @ 20' Polarization Right Hand Circular Current Draw 7.5 mA @ 3.3VDC (typical) Low Noise Amplifier Specifications Nominal Impedance: 50 Ohm VSWR: 1.5:1 (Typical) @ 5.0v 1.0:1 (Typical) @ 3.3V Nominal Gain: @ 3.3VOC: 25 dB @ 5VDC: 25.5 dB Noise Figure: 3.1 dB (typical) Voltage: 2.7 - 5VDC Meehanieal Specifications _ Connector 1 N-Type Environmental Specifcations,-_, Out-ofband Filter Rejection Chart iRelay iRelay is Airspan's innovative new portfolio of be<'....' olm Relay. LTE Relay is an out of band relay solution using differ backhaul and access links. The Relay leverages existing LTE provide a backhaul solution for small cell deployments. iRelay supports all 3GPP TDD and FDD frequency bands, ens, with existing LTE deployments. It preserves Quality of Servic to -end solution which provides one-w-one QCI mapping bel backhaul networks. Relay contains a sophisticated multi -band antenna system,, over 360 degrees to enable connectivity across any band, in contains algorithms to ensure connectivity with the highest maximum capacity, and can also be directed to alternative cr operator. Most importantly. iRelay does not require any chant eNode8s, and supports 3GPP Release 9 onwards. iRelay supports tight of loose integration with the LTE acces run as a standalone small cell backhaul solution,' }let the acress to provide a single box, single manage .:Hut Airspan can supply iRelay modules for integration with 3rd p Specifications Summary iRelay460 3GPP Specs: 3GPP Rat 9/10 Channel Bandwidth: 3/5/10/15/20t Spectrum: Most 3GPP Bai Duplexing: FDD add TDD UE Category: 6 Downtink MIMO: 2x2 MIMO Uplink MIMO: SISO only Modulation: DL:QPSK/16Q, ' UL: QPSK/16Q Transmission Modes: TM 3/4/9 DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 CONDUIT ,D AT THE SOURCE METER BREAKER DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 EXISTING BREAKER PANEL PROPOSED 20A-2P BREAKER INSTALLED IN EXISTING 100A BREAKER PANEL EXISTING METER (1) PROPOSED 1" CONDUIT FOR POWER SERVICE TO ANTENNA ASSEMBLY I OI I NOTES 1. VERTICAL CONDUIT/PIPE TO BE SUPPORTED 12' O.C. (TYP.) AND WITHIN 3' OF ANY JUNCTION BOX. 2. FASTENER TYPES FOR STRAPS A. FOR WOOD: 3/16" STAINLESS STEEL WOOD SCREW W/ MIN. 1 „ EMBEDMENT B. FOR CONCRETE: 3/16" TAPCON CONCRETE SCREW W/ MIN. 1" EMBEDMENT C. FOR METAL 3/16" STAINLESS STEEL SELF —TAPPING SCREW 3. FASTENER TYPES FOR STEEL CHANNEL STRUT, 12' O.C., MIN. OF 2 A. FOR WOOD: 3/16- STAINLESS STEEL WOOD SCREW W/ MIN. 1 1/2" EMBEDMENT B. FOR SOUD CONCRETE: 1/2" HILTI HIT HY150 EPDXY ANCHOR W/ MIN 2" EMBEDMENT EXISTING CONDUIT 1 ELECTRICAL ONE -LINE DIAGRAM SCALE: N.T.S KEY NOTE LEGEND: 0 5/8'%1 5/8' STEEL CHANNEL STRUT O NEW RGS CONDUIT, PVC CONDUIT OR STEEL PIPE. TYPE AND SIZE ACCORDING TO PLANS 03. STEEL STRUCTURAL MEMBER NEW METAL BEAM CLAMP (1 PER EACH SIDE), TO BE SIZED IN RELATION TO NEW CONDUIT DIAMETER. (HEX NUTS AND U BOLT INCLUDED) EXISTING UTIL 120/240V, FROM ELECTRICAL SERVICE PROVIDER NEW METAL CONDUIT HAN',- SIZED IN RELATION TO NE 'DU NEW METAL CONDUIT CLAMP, DIAMI NEW CONDUIT DIAMETER i7� SPRING NUT FOR STEEL CHANNEL 8O. NEW METAL CONDUIT STRAP, DIAMI NEW CONDUIT DIAMETER 0 FOR FASTENER TYPES, REFER TO I 1 9 �� DocuSign Envelope ID: 120AA5ED-ES03-492B-9DF1-C7BCEB2B4F38 MINI MACRO ANTENNA GROUND LEADS (TYP.) q2 GREEN INSULATED GROUND LEAD (TYP.) SECTOR GROUND BAR (TYP.) TOP BILLBOARD GROUND BAR ANTENNA (TYP.) DETAIL SCHEMATIC IN NATURE ONLY. REFERENCE CURRENT RFDS FOR EXACT NUMBER OF ANTENNAS, RRU.s, ETC. EXISTING GROUND w 2 TYP. GROUND BAR CONNECTION SCALE N.T.S. 2 HOLE LUG i #2 AWG GRN — PRIMARY GROUND BARS METAL ENCLOSURE I STALLATION NOTES: 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT 1 3. APPLY ANTI -OXIDANT COMPOUND TO MATING SUR 4. USE SOLID COPPER WIRE AND MECHANICAL 2-HO 3 GROUND CONNECTION DETAIL SCALE: N.T.S. I -BEAM OR C-CHANNEL CITF PRn ANGI F AnAPTFR FnR DocuSign Envelope ID: 120AA5ED-EB03492B-9DF1-C7BCEB2B4F38 EXISTING BILLBOARD EXISTING ELECTF DocuSign Envelope ID: 120AA5ED-EB03-492B-9DF1-C7BCEB2B4F38 GENERAL NOTE5: FOR THE PURPOSE OF THE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - LAMAR ENGINEER - FORESITE GROUP CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY NTH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPUCABLE REGULATIONS. S. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERNSE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER. S. CONTRACTOR SHALL DETERMINE FINAL ROUTING OF CONDUIT, POWER. FIBER. AND GROUNDING CABLES SHOWN ON THE POWER & GROUNDING DRAWINGS. 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, STRUCTURES, ETC. ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE PROPOSED CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS. 11. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 12. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING NTH OWNER TO DISCUSS ALLASPECTS OF THE CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMIUAR WITH AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH ACTIVITY. 13. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED PRIOR TO COMMENCEMENT OF WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE NTH ACCEPTED CONSTRUCTION PRACTICES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORMWORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME ALL WORK SHALL BE IN ACCORDANCE NTH LOCAL CODES. 15. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS, AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER AND SAFE PERFORMANCE OF THE WORK. 16. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION NTH PERFORMANCE OF WORK ON THIS PROJECT. ALL WORK SHALL COMPLY NTH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO COMMENCEMENT OF WORK. SITE WORK, 1. THE CONTRACTOR SHALL CONTACT UTIUTY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER. GAS, ELECTRIC, AND OTHER U71UTIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR DURING ANY SUBSURFACE ACTIVITIES LOCATED AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. IF APPLICABLE. THIS FULL INCLUDE BUT NOT BE UNITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS, PROJECT SPECIFICATIONS AND OWNER SPECIFICATIONS. 4. IF NECESSARY, RUBBISH. STUMPS, DEBRIS. STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. S. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE NTH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF OWNER AND/OR LOCAL UTILITIES. 5. THE CONTRACTOR SHALL COORDINATE WORK HOURS & STAGING AREAS AS REQUIRED. 6. CONTRACTOR TO N011FY OWNER OF CONSTRUCTION START DATE WELL IN ADVANCE OF CONSTRUCTION. SITE MAINTENANCE, 1. REMOVE STAINING OR REACTIVE MATERIALS FROM NEW AND EXISTING SURFACES IMMEDIATELY. REMOVE HAZARDOUS ACCUMULATIONS OF DEBRIS PROMPTLY, AT LEAST DAILY. CONFINE DUST PRODUCING OPERATIONS DURING CUTTING, DRILLING. PAINTING AND FINISHING. THERE SHOULD BE NO OVER SPRAYING PAINT IN PARKING AREA. VACUUM IMMEDIATELY AFTER COMPLETION. 2. THERE SHALL NOT BE ANY CREATION OF NOISE OUTSIDE THE NORMAL HOURS OF 7 AM TO 6 PM, OR AS REQUIRED BY THE JURISDICTION. NOISE SHOULD BE KEPT TO A MINIMUM THROUGHOUT CONSTRUCTION. 3. NOISE AND EXISTING BUILDING STRUCTURE VIBRATION GENERATED BY CONSTRUCTION PROCEDURES, EQUIPMENT, TOOL AND OPERATIONS ARE TO BE KEPT TO A PRACTICABLE MINIMUM. WHERE USE OF HIGH NOISE LEVEL EQUIPMENT IS UNAVOIDABLE, AND CAN BE HEARD, CONFINE TO HOURS BEFORE 7 A,M. AND AFTER 6 P.M. MONDAY THROUGH FRIDAY OR AS AGREED TO BY BUILDING OWNER. 4. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR 2 ABC WITHIN 75FT OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE LEGALLY OFF SITE ALL RUBBISH. WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. 6. AT PROJECT COMPLETION, REMOVE TEMPORARY SERVICES, CONSTRUCTION EQUIPMENT, TOOLS AND FAOUTIES, MOCKUPS, TEMPORARY STRUCTURES. SURPLUS MATERIALS. DEBRIS, AND RUBBISH FROM BUILDING OWNERS PROPERTY. PUT SITE IN NEAT, ORDERLY CONDITION, READY FOR USE. LEAVE ROOF AREAS, PIPE SPACES AND OTHER SPACES CLEAN AND FREE FROM DEBRIS ON A DAILY BASIS. 7. THE SITE AND/OR BUILDING SECURITY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION IN ORDER TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. EXISTING AND NEW EQUIPMENT AND MATERIALS REMAIN THE CONTRACTOR'S RESPONSIBIUTY AT ALL TIME DURING CONSTRUCTION. 8. THE TENANTS INGRESS AND EGRESS OF THE SITE AND/OR BUILDING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 9. THE CONTRACTOR SHALL TAKE ALL MEASURE NECESSARY TO MAINTAIN POLLUTION CONTROL, COMPLY NTH ALL GOVERNING REGULATION PERTAINING TO ENVIRONMENTAL PROTECTION, AND PROMPTLY REMOVE ALL DEBRIS AND ACCUMULATION OF MATERIALS RESULTING FROM THE WORK. 1. GENERAL CONTRACTOR IS TO DEMOLISH AND REMOVE FROM SITE (AND DISPOSE OF APPROPRIATELY) ALL ITEMS NOTED FOR DEMOUTION IN THE ARCHITECTURAL. CIVIL, ELECTRICAL AND/OR STRUCTURAL DRAWINGS. INCLUDING BELOWGRADE FOUNDATION AND STRUCTURES. CONTRACTOR SHALL COORDINATE WITH THE OWNER. REPRESENTATIVE THE DISPOSAL OF EQUIPMENT & MATERIALS. 2. GENERAL CONTRACTOR IS TO EXERCISE UTMOST CARE DURING DEMOLITION AND PROMPTLY INFORM THE ENGINEER OF ANY DEVIATION TO THE EXISTING STRUCTURE FROM WHAT IS SHOWN IN THESE PLANS PRIOR TO PROCEEDING WITH THE WORK. 3. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHORING, BRACING, PROVIDING LATERAL SUPPORT, AND FOR MAINTAINING THE INTEGRITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF THE DEMOLITION AND CONSTRUCTION AND SHALL PROVIDE, IF REQUIRED, SIGNED & SEALED SHOP DRAWINGS, BY A REGISTERED PROFESSIONAL ENGINEER, FOR THE SHORING OF ALL WALLS, BEAMS, SLABS, ROOF JOISTS, OR OTHER ELEVATED STRUCTURAL ITEMS, THAT ARE HAVING THE SUPPORT BELOW NOTED FOR DEMOUTION. 4. ANY DAMAGE DUE TO DEMOLITION, OR OTHER CONSTRUCTION ACTIVITIES, DONE TO ANY EXISTING SURFACE TO REMAIN SHALL BE REPAIRED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. CUTTING & PATCHING: 1. 00 NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY INDICATED. DRILL SLABS WHERE APPROVED. CORE DRILL CIRCULAR OPENINGS THROUGH CONCRETE SLAB. LINE DRILL FOR RECTANGULAR OPENINGS. MAKE OPENINGS OF PROPER SIZE FOR CONDUIT. DUCTS, PIPES AND OTHER IMES PASSING THROUGH OPENINGS. MAKE ALL NEW HOLES OR OPENINGS BE WEATHER TIGHT OR FIRE SAFE AS REQUIRED BY LOCAL BUILDING CODES & ORDINANCES. 2. PREPARE, SUBMIT AND RECEIVE APPROVAL OF SLEEVES AND OPENING DRAWINGS BEFORE LOCATING SLEEVES AND OPENINGS IN NEW CONSTRUCTION AND BEFORE DRIVING EXISTING STRUCTURE. SHOW EACH OPENING AND SLEEVE IN THE ENTIRE PROJECT. 3. SEAL WATER TIGHT AND PROJECT NTH FIRE PROOFING MATERIALS NEW SLEEVES AND OPENINGS THROUGH ROOFS, FLOORS AND INVERTICAL CHASES AS REQUIRED BY CODE AND INDUSTRY STANDARDS. ALL FLOOR AND WALL PENETRATIONS SHALL BE SEALED NTH FIRE RETARDANT COMPOUND MEETING ULCAJ5045. 4. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLES. 5. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES IS REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT AND A NEW FINISH IS NOT INDICATED, FILL RESULTING OPENINGS AND PATCH THE SURFACE AFTER DOING THE WORK AND FINISH TO MATCH ADJACENT EXISTING SURFACES. STRUCTURAL STRUCTURAL STEEL STRUCTURAL STEEL SI HARDWARE SHALL BE FIELD WELDS, UNCOATI ACCORDANCE NTH AS PIPES SHALL BE CAPF BOLTED CONNECTIONS MINIMUM OF TWO BOL' IF REQUIRED, WELDING CONFORM TO AISC. V PER TABLE J2.4 IN T SURFACES SHALL BE CON RFTE AND RFINI 1. ALL CONCRETE WORK 2. ALL CONCRETE SHALL UNLESS NOTED OTHER MAXIMUM COARSE ABC 3. REINFORCING STEEL St OTHERWISE l W REINFORCNM `LE! SHALL BE S, to. 4. THE FOLLOWING i.IINIMI NOTED OTHERNSE ON CONCRETE CAST CONCRETE EXPC #6 AND LP y5 AND S1 CONCRETE NOT CAST AGAINST' SLAB AND BEAMS ANI A CHAMFER OF 3/4- NOTED OTHERWISE, It S. INSTALLATION OF CON - WRITTEN RECOMMENDE MANUFACTURER'S REC IF DRILLING IN EXISTN BY ENGINEER. 6. WELDING IS PROHIBITET 7. ALL CONCRETE SHALL TEMPERATURE OF CAS FARENHEIT. B. DO NOT USE RETEMPE JOBSITE. 9. FOUNDATION INSTALLS BOLTS SHAL AIN 10. FOUNDATION 1N I: STRUCTURAL-.'iILA ELECTRICAL GENERAL ALL ELECTRICAL WORK CODE AND ALL LOCAL ALL UNDERGROUND CC CONDUITS EXPOSED At CONDUIT SHALL TRANC SEPARATION BETWEEN MARKING TAPE BURIEE ALL CONDUCTORS SHP SHALL BE STRANDED. CONDUCTORS AND STF ELECTRICAL DRAWINGS ELECTRICAL EOUIPMEN LOCATE ALL UNDERGR COMPANY AND ENGNE ALL EXPOSED CONDUTI PROVIDE 200 LB TEST COORDINATE ALL COM PROVIDE WEATHERPRO Lydia Galbraith From: Mayte Santamaria Sent: Thursday, November 08, 2018 1:42 PM To: Lydia Galbraith Subject: RE: telecommunication tower security fund question I just met with Heather. She and I discussed the item and the security fund cannot be waived. Based on the value and equipment installation details, the $5,000 security fund can be required, instead of the $25,000 security From: Mayte Santamaria Sent: Wednesday, November 07, 2018 3:45 PM To: Lydia Galbraith <galbraithl@stlucieco.org> Subject: FW: telecommunication tower security fund question I reached out again — hoping to get an answer. From: Mayte Santamaria Sent: Tuesday, November 06, 2018 5:42 PM To: Heather Young <youngh@stlucieco.ora>; Katherine Barbieri <Barbierik(@stlucieco.ore> Subject: RE: telecommunication tower security fund question Heather —would you have an opportunity to discuss this item later in the week? From: Mayte Santamaria Sent: Monday, October 29, 2018 8:38 AM To: Heather Young <youngh@stlucieco.org>; Katherine Barbieri <Barbierik@stlucieco.org> Subject: telecommunication tower security fund question Morning — Please see the comment from the Sprint representative on the antenna attached to a billboard and let me know your thoughts. Mayte H. Security Fund. Every telecommunications service provider shall establish a cash security fund, or provide the County with an irre determined to be abandoned under Section 7.10.23(R), in the event the owner fails to comply with the provisions of Section 7.10.23( I. For each commercial telecommunication tower, cell -on -wheels, and the initial set of antenna or antenna array ..... $25,000.00 2. For each co -located telecommunication provider's antenna or antenna array ..... 5,000.00 From: Lydia Galbraith Sent: Monday, October 29, 2018 7:56 AM To: Mayte Santamaria <santamariam@stlucieco.ora> Subject: FW: Compliance Letter PERMIT 1810-0133 / PERMIT 1810-0131 W. Cellular Design Plant Sign Off Plant Name: Lakeland, FL Company Number: 20 Lease Number: 2115 Sub: 1 r) Lamar Location Description: US 1, .5 MI N/O WALTON ROAD C? Site Address: 8767 SE Town Plave Blvd., St. Lucie, FL 34952 Syscom Site ID Number: 93410 Carrier: Sprint Desigr Appro, Date: SCANNED BY St. Lucie County