Loading...
HomeMy WebLinkAbout2171 Approving Right-of-Way Encroachment for Signage Located at 6150 NW Music BoulevardBILL NO. 2026-037 ORDINANCE NO. 2171 AN ORDINANCE APPROVING A RIGHT-OF-WAY ENCROACHMENT FOR SIGNAGE LOCATED AT 6150 NW MUSIC BOULEVARD WHEREAS, Live Nation Entertainment, Inc. ("Permittee") and the City of Riverside, Missouri ("City") are parties to that certain Second Amended and Restated Ground Lease Agreement dated October 3, 2024 (as amended, the "Ground Lease"), pursuant to which the City leases to Permittee, and Permittee lets from the City, the Premises (as defined in the Ground Lease) located at or about 6150 NW Music Boulevard; WHEREAS, Permittee desires to construct a sign in conjunction with the redevelopment of the Premises to consist of the Tenant Improvements (defined in the Ground Lease) commonly known as the Morton Amphitheater concert venue; and WHEREAS, due to configuration of the public right-of-way fronting the Premises, the Permittee has requested permission to locate said signage within the City right-of-way. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS: SECTION 1. That Permittee's request for its sign to be located on right-of-way fronting 6150 NW Music Boulevard, is hereby approved subject to the following terms and conditions: A. Permission is hereby given to Permittee to construct, instali, and maintain said sign and necessary appurtenances (collectively, the "Signage") in the public right-of- way as more particularly shown on the drawings contained in Exhibit A attached hereto and incorporated herein. B. That all materials and design of the Signage shall be subject to approval of the Director of Community Development upon application for a sign permit. Permittee will be responsible for notifying relevant utility companies in accordance with Missouri law (i.e., Missouri One Call) prior to beginning any Excavation (as defined in Section 319.015(4), RSMo). C. Permittee shall indemnify, hold harmless and defend the City, and its elected officials, officers, employees, and agents, from and against any or all claims, actions, suits, cross-claims, counterclaims, third party actions, damages, liabilities and expenses, including but not limited to attorney's fees, in connection with the loss of life, personal injury, bodily injury or damage to property arising from or out of the use by Permittee of the real property upon which its sign itself is located or the sign or any part thereof, or the installation, construction, maintenance, repair, or removal of the Signage, occasioned wholly or in part by any act or omission of Permittee, its agents, contractors, employees, members, or invitees, except to the extent caused by the gross negligence or willful misconduct of the City or its elected officials, officers, employees, or agents. D. Permittee shall keep (or cause to be kept) in force a policy of liability insurance in an amount not less than that required in Exhibit B. In the event that the Board of BILL NO. 2026-037 ORDINANCE NO. 2171 Aldermen .determines that the insurance requirements need to be modified, the insurance provided by Permittee shall be revised to conform to the new standards. E. If at any time the Board of Aldermen shall by ordinance require the removal of or change in the location of the sign pursuant to the revocation standards set forth below, Permittee agrees to promptly remove or change the location of the sign within ninety (90) days of written notice from the City in order to conform to the City's requirement, at Permittee's cost. F. This Ordinance only grants to Permittee revocable permission to encroach upon the City's right-of-way for the purposes contemplated herein, and nothing herein shall be deemed to grant Permittee an easement, lease, right, title or any other ownership interest in the City's right-of-way. G. The permission granted by this Ordinance is a revocable license only, is not an easement or other interest in real property, and may be exercised by Permittee and, subject to the City's recognition and all terms of this Ordinance, any successor-in-interest that succeeds to Permittee's interest under the Ground Lease. H. The permission given pursuant to this Ordinance may be revoked by ordinance adopted by the Board of Aldermen upon finding, at its sole discretion, such revocation is necessary to address: (i) a necessity for public infrastructure or safety as reasonably determined by the City engineer; or (ii) a Tenant Default under the Ground Lease (as defined therein) that remains uncured beyond all applicable notice and cure periods. In such event, the revocation shall be effective ninety (90) days following Permittee's receipt of written notice of such revocation (including a signed copy of such ordinance) and, within such 90-day period, the Permittee shall cause the removal of the sign and the restoration of the affected portion of the public right-of-way to its original condition insofar as is practical without expense to the City. Notwithstanding the foregoing, if the Board of Aldermen finds in such ordinance that the Signage or its continued presence in the public right-of-way presents an immediate threat to public health, safety, or welfare, or materially interferes with emergency access, traffic safety, public utilities, or other critical public operations, the revocation may be made effective immediately upon Permittee's receipt of written notice of the ordinance, or on such shorter period as may be stated in the ordinance, and Permittee shall promptly remove the Signage and restore the affected portion of the public right-of-way as directed by the City. I. Permittee evidences its agreement and acceptance of these terms and conditions by executing Exhibit C. SECTION 2. That this Ordinance shall be in full force and effect from and after its passage, adoption, and approval by the Mayor, and remain in effect until the expiration or earlier termination of the Ground Lease in accordance with its terms, unless sooner revoked or terminated pursuant to this Ordinance. BILL NO. 2026-037 ORDINANCE NO. 2171 SECTION 3. The City hereby authorizes the Mayor, the City Administrator, City Clerk and other appropriate City officials to take any and all actions as may be deemed necessary or convenient to carry out and comply with the intent of this Ordinance, and to execute and deliver for and on behalf of the City all certificates, instruments, agreements and other documents, as may be necessary or convenient to perform all matters herein authorized BE IT REMEMBERED that the above was read two times by heading only, PASSED AND APPROVED by a majority of the Board of Aldermen and APPROVED by the Mayor of the City of Riverside, Missouri, this 5th day of May 2026. /s/ Kathleen L. Rose Kathleen L. Rose, Mayor ATTEST: /s/ Melissa McChesney Melissa McChesney, City Clerk BILL NO. 2026-037 EXHIBIT A PLAN DRAWINGS ORDINANCE NO. 2171 [Drawing and structural submittal to be inserted prior to execution] Sign Permit Plan 22-2024 Morton Amphitheater Riverside, MO General Layout 1 04/24/2026 Original Submittal DRAWN BY TCO CHECKED BY MES Renaissance Infrastructure Consulting 5015 NW Canal Street, Suite 100 Riverside, Missouri 64150 816.800.0950 www.ric-consult.com Sheet 01 Owner: City of Riverside 2950 NW Vivion Road Riverside, MO 64150-1502 Applicant: Live Nation 9348 Civic Center Drive Beverly Hills, California 90210 Sign Permit Plan 22-2024 Morton Amphitheater Riverside, MO Monument Sign Plan 1 04/24/2026 Original Submittal DRAWN BY TCO CHECKED BY MES Renaissance Infrastructure Consulting 5015 NW Canal Street, Suite 100 Riverside, Missouri 64150 816.800.0950 www.ric-consult.com Sheet 02 GENERAL NOTES: 1. DO NOT GUESS. DIRECT ALL QUESTIONS CONCERNING THIS DRAWING TO ELROD ENGINEERING, LLC.(615-890-9405) 2. DO NOT SCALE THIS DRAWING. 3. GRAPHICS ARE NOT TO BE REPRODUCED FROM THIS DRAWING. 4. STRUCTURAL STEEL PLATE & ANGLE SHALL CONFORM TO ASTM A36 (FY (YIELD)= 36 KSI). 5. STRUCTURAL STEEL SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM A500 GRADE "B" (FY (YIELD) = 46 KSI) OR ASTM A500 GRADE "C" (FY (YIELD) = 50 KSI). 6. ALUMINUM STRUCTURAL SHAPES SHALL CONFORM TO THE SPECIFICATIONS FROM THE ALUMINUM ASSOCIATION'S ALUMINUM DESIGN MANUAL 2020 FOR 6061-T6; SQUARE/RECTANGULAR TUBE & ROUND PIPE (FY:35KSI UNWELDED) PLATE AND ANGLE (FY:35KS1 UNWELDED) ALL STRUCTURAL SHAPES (WELDED FY:15KSI s 0.375" THICK, 11KSI >0.375" THICK) 7. FOR WELDING ALUMINUM, USE 5356 ALLOY ELECTRODES FOR 6061 BASE METAL. 8. TUBE WITH DIMPLED WALLS, BENT CONNECTION ELEMENTS SHALL NOT BE USED. 9. BREACH OPENINGS OF ANY SIZE IN THE WALL OF ANY TUBE SECTIONS ARE STRICTLY PROHIBITED. 10. ALL METAL NOT SPECIFIED AS ALUMINUM SHALL BE STEEL. 11. STEEL WELDING TO CONFORM TO RECOMMENDATIONS AS PUBLISHED BY THE AMERICAN WELDING SOCIETY D1.1. 12. ALUMINUM WELDING TO CONFORM TO RECOMMENDATIONS AS PUBLISHED BY THE AMERICAN WELDING SOCIETY D1.2. 13. WORKMEN WHO WILL PERFORM WELDING OPERATIONS SHALL BE CERTIFIED FOR THE APPLICABLE WELDING PROCEDURE. 14. FOR WELDING STEEL, USE E70 SERIES LOW HYDROGEN ELECTRODES. 15. FABRICATED STEEL SHALL BE CLEANED OF MILL SCALE, OIL, & OTHER SURFACE CONTAMINATES PRIOR TO PAINTING. 16. ALL STEEL, TUBE SECTIONS(EXPOSED AND EMBEDDED), AND SPLICE CONNECTIONS MUST BE PRIMED, PAINTED AND ALLOWED TO CURE PRIOR TO SHIPPING TO SITE. 17. DISSIMILAR METALS ALL STEEL, MUST BE PRIMED, PAINTED AND ALLOWED TO CURE PRIOR TO SHIPPING TO SITE. THE INTERFACE BETWEEN DISSIMILAR METALS SHALL BE PROTECTED FROM CORROSION DUE TO ELECTROLYTIC PROCESSES BY MEANS OF PROTECTIVE COATINGS OR GASKET MATERIAL BETWEEN SURFACES. 18. ALTERATION TO ANY FABRICATED PART OF THE STRUCTURE BY USE OF A CUTTING TORCH OR ANY OTHER MEANS IS PROHIBITED WITHOUT THE CONSENT OF THE ENGINEER. 19. THE BASE SECTION OF TUBE SHALL BE "PLUMB" BEFORE CONTINUING WITH THE ERECTION PROCEDURE. 20. ANY HOLES CUT IN PIPE FOR HANDLING MUST BE COMPLETELY FILLED WTH WELD MATERIAL AND GROUND SMOOTH. 21. UNLESS NOTED OTHERWISE, BOLTS TO BE ASTM F3125 GR A325. BOLTS, NUTS, FLAT & LOCK WASHERS TO BE ZINC PLATED OR HOT -DIP GALVANIZE, WITH THREADS EXCLUDED FROM THE SHEAR PLANE. VENDOR SHALL USE A METHOD FOR TIGHTENING BOLTS SUCH THAT PROPER PRE -LOAD IS OBTAINED AS SPECIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION & THE INDUSTRIAL FASTENERS INSTITUTE. 22. EACH TUBE SECTION SHALL BE "PLUMB" AND STABILIZED BY WELDING PRIOR TO SETTING NEXT PIPE STAGE. 23. FOR ALL SLOTS, USE A TEMPLATE TO ENSURE PROPER SIZE AND CORRECT LOCATION. 24. SLOT WELDING SHALL BE ACCOMPLISHED AS FOUR 516" FILLET WELDS PLACED IN THE FOUR SIDES OF THE SLOT (FREE OF FLUX). AFTER WIRE BRUSHING, THE SLOT MUST BE COMPLETELY FILLED WITH WELD MATERIAL AND GROUND SMOOTH. NO OTHER PROCEDURE FOR FILLING THE SLOTS SHALL BE USED. 25. REFER TO CALLOUTS IN THE DRAWING FOR THREADED ROD MATERIAL WITH THE FOLLOWING PROPERTIES: A36 CARBON STEEL (ALL SIZES): Fu = 58 KSI A193 GRADE B7 CARBON ALLOY STEEL (ALL SIZES): Fu = 125 KSI A193 GRADE B8 CLASS 1 STAINLESS STEEL (ALL SIZES): Fu = 75 KSI A193 GRADE 138 CLASS 2 STAINLESS STEEL (UP TO 3/4" DIAMETER): Fu = 125 KSI, (OVER 3/4" TO 1" DIAMETER): FU = 115 KSI, (OVER 1" TO 1-1/4" DIAMETER): FU = 105 KSI, (OVER 1-1/4" TO 1-1/2" DIAMETER): FU = 100 KSI FOUNDATION NOTES: 1. CONCRETE SHALL BE READY MIXED; DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH AS STATED IN FOUNDATION CRITERIA BELOW. WATER IS NOT TO BE ADDED TO CONCRETE AT JOB SITE. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 W/DEFORMATIONS CONFORMING TO ASTM A-305. 3. EXCAVATION IS TO BE IN COMPLIANCE WITH OSHA REGULATIONS AND SHALL HAVE A LEVEL BOTTOM FREE OF LOOSE SOIL, WATER AND DEBRIS. 4. WHERE EXTREME FROST DEPTH IS BELOW BOTTOM OF FOUNDATION, EXCAVATE TO 6 INCHES BELOW FROST DEPTH AND INCREASE CONCRETE QUANTITY. 5. BEARING SURFACES FOR FOUNDATIONS SHOULD NOT BE DISTURBED OR LEFT EXPOSED DURING INCLEMENT WEATHER- SATURATION OF THE ON -SITE SOILS CAN CAUSE A LOSS OF STRENGTH AND INCREASED COMPRESSIBILITY. IF CONSTRUCTION OCCURS DURING INCLEMENT WEATHER, AND PLACEMENT OF THE FOUNDATION IS NOT POSSIBLE AT TIME EXCAVATED, A LAYER OF LEAN CONCRETE SHOULD BE PLACED ON THE BEARING SURFACE FOR PROTECTION. 6. IF RAIN IS EXPECTED WITHIN 24 HOURS OF COMPLETING THE CONCRETE POUR, THE CONCRETE MUST BE COVERED. IF TEMPERATURES ARE EXPECTED TO DROP BELOW 40 DEGREES WITHIN THE NEXT 24 HOURS OF COMPLETING THE CONCRETE POUR, THEN CONCRETE IS TO BE COVERED AND PROTECTED TO PREVENT HEAT LOSS AND FREEZING. 7. REINFORCING STEEL SHALL BE FREE FROM MUD, OIL OR OTHER NONMETALLIC COATINGS THAT DECREASE BOND. 8. MAINTAIN A MINIMUM 3" CLEAR DISTANCE FROM FACE OF CONCRETE TO ALL REINFORCING STEEL, UNLESS OTHERWISE NOTED ON DRAWING. 9. THE BASE TUBE IS TO BE PROTECTED WITH AN ADDITIONAL ASPHALTIC COATING APPLIED TO TUBE 12" ABOVE TOP OF FINISHED GRADE PRIOR TO CONCRETE POUR. APPROVED BRANDS OF ASPHALTIC COATINGS ARE 'GARDNER NON-FIBERED" AND "HENRY NON-FIBERED" ASPHALTIC COATING. 10. DO NOT WELD REINFORCING STEEL. REINFORCEMENT SHALL BE PLACED AS DETAILED ON THE DESIGN DRAWINGS & "TIED" SECURELY TO PREVENT MOVEMENT DURING CONCRETE POUR. 11. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. 12. DO NOT COLD JOINT CONCRETE. FOUNDATION MUST BE POURED CONTINUOUSLY UNTIL ALL CONCRETE HAS BEEN PLACED. CONCRETE MUST BE POURED AS A WORKABLE MIXTURE WITH A SLUMP BETWEEN 4"-6". ALL CONCRETE MIXING TRUCKS MUST THOROUGHLY AND COMPLETELY MIX THE CONCRETE PRIOR TO POURING. 13. TUBE IS NOT REQUIRED TO BE FILLED WITH CONCRETE. 14. ADDITIONAL WATER IS NOT TO BE ADDED TO CONCRETE ON SITE. ADDITIONAL WATER DECREASES THE STRENGTH OF THE CONCRETE MIXTURE. CONCRETE SHOULD BE REJECTED IN LIEU OF CHANGING CONCRETE MIXTURE ON SITE. 15. AIR CONTENT - EXPOSURE CLASS F2 & F3, +/- 1.5%: AGGREGATE SIZE 1/2" = 7% AGGREGATE SIZE 3/4" = 6% AGGREGATE SIZE 1" = 6% 16. VENDOR SHOULD WORK THE TOP OF THE CONCRETE TO ENSURE ALL ROCK HAS BEEN COVERED BY CEMENT AND TOP OF CONCRETE FOUNDATION IS LEVEL. TOP OF CONCRETE MAY BE BROOM FINISHED. 17. ANCHORS SHALL BE SECURELY MOUNTED USING AN ANCHOR SETTING TEMPLATE TO AVOID MOVEMENT DURING CONCRETE POUR. EXTREME CAUTION SHOULD BE EXERCISED TO INSURE ORIENTATION, ALIGNMENT, AND PROJECTION OF THREADS, AND TO AVOID FOULING THREADS WITH CONCRETE DURING POUR. 18. SIGN CONTRACTOR SHALL PACK THE SPACE BETWEEN THE BASE PLATE AND THE TOP OF CONCRETE SOLID WTH HIGH STRENGTH NON -SHRINK NON-PETALLIC GROUT. DO NOT USE CONCRETE MIX FOR GROUT. WORKMEN EXPERIENCED IN THE USE OF NON -SHRINK GROUT SHALL PERFORM GROUTING. 19. WHERE ANCHOR BOLTS ARE REQUIRED, ANCHOR BOLTS SHALL BE CUT FROM ROUND ROD AND SHALL CONFORM TO A.S.T.M. A36 STEEL. EXPOSED SURFACES SHALL BE HOT -DIP GALVANIZED OR COATED TO PREVENT CORROSION. 20. NOTE OVERALL LENGTH OF ANCHORS AND AMOUNT OF THREADING REQUIRED ON EACH END OF ANCHOR ROD PER DETAILS ON EACH DRAWING. THREADING SHALL BE CAREFULLY CONTROLLED TO AVOID OVER -CUTTING OR UNDER -CUTTING OF THREADS. NUT SHALL MOVE FREELY BY HAND WITHOUT "WOBBLE". 21. MECHANICAL VIBRATORS SHALL BE USED TO CONSOLIDATE CONCRETE AROUND SUPPORT AND/OR REINFORCEMENT. 22. CONCRETE MUST BE ALLOWED TO CURE FOR 21 DAYS PRIOR TO INSTALLING REMAINING STAGES OF STRUCTURE OR SIGN CABINET(S). [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 GENERAL NOTES Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1 /2 ANM S-1 [drawings of full sign rendering with front and side elevations] SECTION A SCALE: 1" = 1' - 0" STRUCTURE FRONT ELEVATION SCALE: 1/4" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 1/4" = 1' - 0" [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 28'-3" OAH PYLON Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1 /2 ANM S-2 FOUNDATION DESIGN CRITERIA THIS CONCRETE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-19 ALLOWABLE LATERAL SOIL PRESSURE = 100PSF/FT WITH 2X INCREASE APPLIED. CONCRETE SHALL DEVEOPMENT A MINIMUM COMPRESSIVE STRENGTH OF 5000PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. [drawings of sign structure front and side elevations with steel support tubes, pole and base covers, washers and nuts, grout and steel gussets] SECTION B SCALE: 1" = 1' - 0" DETAIL 1 SCALE: 1"= 1' - 0" STRUCTURE FRONT ELEVATION SCALE: 3/8" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 3/8" = 1' - 0" [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 28'-3" OAH LATERAL WALL FOUNDATION Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1/2 ANM S-3 [drawings of steel support tube, pole and base cover, steel base plate, and rebar for structure front and side elevations] STRUCTURE FRONT ELEVATION SCALE: 1/8" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 3/8" = 1' - 0" FOUNDATION DESIGN CRITERIA THIS CONCRETE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-19 ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 5000PSF IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 28'-3" OAH SPREAD FOOTING FOUNDATION Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1 /2 ANM S-4 [drawings of steel support tube structure front and side elevations] SECTION 3 [steel support tubes, cabinet and bolts] SCALE: 3" = 1' - 0" STRUCTURE FRONT ELEVATION SCALE: 3/4" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 3/4" = 1' - 0" [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 10' OAH PYLON Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1 /2 ANM S-5 FOUNDATION DESIGN CRITERIA THIS CONCRETE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-19 ALLOWABLE LATERAL SOIL PRESSURE = 100 PSF/FT WITH 2X INCREASE APPLIED. CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500PSF IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 10' OAH LATERAL WALL FOUNDATION Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1 /2 ANM S-6 [drawings of footing foundation specifications] FOUNDATION DESIGN CRITERIA THIS CONCRETE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-19 ALLOWABLE LATERAL SOIL PRESSURE = 2,500 PSF. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. STRUCTURE FRONT ELEVATION SCALE: 3/4" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 3/4" = 1' - 0" [engineer's seal] STATE OF MISSOURI ERNEST ROBERTS ADLEY JR NUMBER PE-2013026269 PROFESSIONAL ENGINEER 01/29/2026 DESIGN CRITERIA BUILDING CODE: IBC 2018/ASCE 7-16 ANALYSIS: LRFD-AISC 15TH CHAPTER 16: SECTION 1609.3.1 ULTIMATE WIND SPEED VULT = 115 MPH NOMINAL WIND SPEED VASD = 89.1 MPH RISK CATEGORY: II VASD = VuuT O EXPOSURE: C Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 10' OAH SPREAD FOOTING FOUNDATION Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. | Date | Revision | By 01 01/21/2025 BOLT & SPREAD FOOTING ANM 02 01/29/2026 28'-3' REV TUBE10x10x1 /2 ANM S-7 [sign specifications] Q 1114085-01 Live Nation Riverside Sign Type: A01 - Primary Gateway DF Pylon 1 DF Pylon Elevation Scale: 1/4" = 1' - 0" Color Schedule P1 GISW6468 Hunt Club P2 SW6677 Goldenrod P3 SW7568 Neutral Ground P4 SW9147 Favorite Jeans P5 SW6868 Real Red P6 BM2064-10 Bold Blue P7 SW7069 Iron Ore P8 20% PMS 7604 V1 BM HC-189 Chrome Green (PMS 343C) V2 BM 2131-10 Black Satin (PMS Black 3C) V3 MP 19952 Black Hole Metallic V4 PMS 3435C V5 Pantone P 12-4C V6 BM2148-70 Mountain Peak White (230-49) V7 PMS 4023C P9 BM OC-17 White Dove P10 BM 2087-10 Neon Red P11 BM 2132-20 Wire Frame Glasses V8 Color Match TBD V9 Burgundy Trans Vinyl (230-49) V10 Antique White Opaque Vinyl (220-90) M1 Aluminum M2 Steel | Painted P7 A1 2447 White Acrylic C1 PMS 282C C2 PMS 116C C3 PMS 270C Note: All Paint Colors are Satin Finish All Printed Vinyl: C/W/C, Clear Matte Laminate Illuminated Channel Letters Illuminate Cabinets & Faux Neon 120VAC - 804.62 Total W - 6.71A 8000 Lbs Total Weight Description (Cont.) Illumination TOP CAB: PRISM SYNERGY MINI 5000K WHITE LED UNITS 120 LE.D. MODULES - 67 LINEAL FEET TOTAL PRIMARY CAB: PRISM SYNERGY SS SIGNBOX 3 5000K LED UNITS67 LE.D. MODULES - 67 LINEAL FEET TOTAL SECONDARY CAB: PRISM SYNERGY MINI 5000K WHITE LED UNITS 120 L.E.D. MODULES - 67 LINEAL FEET TOTAL (PER SIDE) TRINARY CAB: PRISM SYNERGY MINI 5000K WHITE LED UNITS 78 L.E.D. MODULES - 44 LINEAL FEET TOTAL CHANNEL ARROWS: PRISM SYNERGY MINI 5000K WHITE LED UNITS 39 LE.D. MODULES - 28 LINEAL FEET TOTAL (8) SUPERIOR 96W 24V POWER SUPPLY (H96W-SD-24) 115-277 VAC - 60 HZ - 1.OA@115 VAC 1 0.45A@277VAC PHOTOCEL, DIMMER & TIMER CONTROLLER PRINCIPAL SLOAN UNIVERSAL DIMMING CONTROLLER SKU: SL701666, PRINCIPAL SLOAN UNIVERSAL DIMMING CONTROLLER G Pole Covers 2" X 2" X 3/16" ALUMINUM ANGLE FRAMES - .090 ALUMINUM RETURNS (BREAK -FORMED) - REAR PANEL REMOVABLE FOR SERVICE - PAINTED Cl H Escutcheon Covers 2" X 2" X 3/16" ALUMINUM ANGLE FRAMES -.090 ALUMINUM RETURNS - 1/8" ALUMINUM TOP (CNC) - REMOVABLE FOR SERVICE (PAINTED C1) I Mounts 10" X 10" X 1/2" WALL HEAVY STEEL SQUARE TUBES POSTS 30" X 30" X 1 1/2" STEEL MOUNTING PLATES - 8" X 3/4" STEEL GUSSETS (WELDED CONSTRUCTION) - PAINTED P7 J Vinyl Address GF230 PRINTED VINYL PRINTED TO MATCH P3 APPLIED TO POSTS CLOSEST TO HORIZONS PARKWAY K Install ATTACHED UPPER SIGN ASSEMBLIES OVER (2) 10" HEAVY STEEL TUBES - ATTACHED SECONDARY & TRINARY CABINET SIGNS TO EXTERIOR OF 10" HEAVY STEEL TUBES - FILLED PANELS HAS NEEDED - STEEL BASE PLATES ANCHORED TO 99" X 120" X 60" CONCRETE PIER FOOTING -11/2" DIAMETER THREADED STEEL ANCHORS - 25" MINIMUM EMBEDMENT (PER ENGINEERING DETAILS) Description A DF Top Cabinet 2" X 2" X 3/16" WALL ALUMINUM ANGLE FRAME-1/8" ROUTED ALUMINUM FACE (CNC) - 1/2" CLEAR ACRYLIC PUSH-THRU GRAPHICS (CNC) (1/4" PROJECTION) - SECOND SURFACE WHITE VINYL DIFFUSER (3635-30) - DIGITALLY PRINTED VINYL OVERLAY (113630) - COLOR TO MATCH P3 (COLORADO) (C/W/C) APPLIED FIRST SURFACE -.090 ALUMINUM RETURNS (1/8" ALUM SERVICE DOORS ON TOP RETURN) - PAINTED TO Cl B DF Primary Cabinet 2" X 2" X 3/16" WALL ALUMINUM ANGLE FRAME - 21/2" X 1/8" ALUMINUM ANGLE RETAINERS (CNC) -.090 ALUMINUM RETURNS - PAINTED C1 - END RETAINERS & RETURNS ASSEMBLY REMOVABLE FOR SERVICE - 1/8" ROUTED ALUMINUM FACE (CNC) - PAINTED Cl - 1/2" CLEAR ACRYLIC PUSH-THRU GRAPHICS (CNC) (1/4" PROJECTION) - SECOND SURFACE WHITE VINYL DIFFUSER (3635-30) - DIGITALLY PRINTED VINYL GRAPHICS (113630) - COLOR TO MATCH Cl, C2, & C3 (COLORADO) (C/W/C) - APPLIED FIRST SURFACE C SF Secondary Cabinets 1" X 4" X 3/16" WALL ALUMINUM CHANNEL FRAME - 1/8" ROUTED ALUMINUM FACE (CNC) -.090 ALUMINUM RETURNS (REOVE FACE FOR SERVICE) - PAINTED TO C1 - 1/2" CLEAR ACRYLIC PUSH-THRU GRAPHICS (CNC) (1/4" PROJECTION) SECOND SURFACE WHITE VINYL DIFFUSER (3635-30) DIGITALLY PRINTED VINYL GRAPHICS (113630) - COLOR TO MATCH C2 (COLORADO) (C/W/C) - APPLIED FIRST SURFACE D SF Trinary Cabinet 1" X 4" X 3/16" WALL ALUMINUM CHANNEL FRAME - 1/8" ROUTED ALUMINUM FACE (CNC) -.090 ALUMINUM RETURNS (REOVE FACE FOR SERVICE) - PAINTED TO C1 - 1/2" CLEAR ACRYLIC PUSH-THRU GRAPHICS (CNC) (1/4" PROJECTION) SECOND SURFACE WHITE VINYL DIFFUSER (3635-30) E Channel Arrow Accents DF ARROW ENDS:.063 X 6" ALUMINUM RETURNS - 1/8" ROUTED ALUMINUM INSET FACE (CNC) (PAINTED C2) - FACE RING INSET 1" INTO RETURN - 1/2" CLEAR ACRYLIC PUSH-THRU FAUX NEON GRAPHIC (CNC) (1/4" PROJECTION) - ROUNDED OVER - MILL FINISH - SECOND SURFACE WHITE VINYL DIFFUSER (3635-30) - CENTER BAFFLES F Faux Neon Borders ELUXTRA PROFLEX COLORED LED NEON - MOUNTING CHANNELS, WIRING, AND CONNECTORS (146 FT (APPROX.)) 8 Archetype WHERE VISIONS ARE VISIBLE Gary Stemler 1952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7- 02.09.26 Rev 3 - 01.05.26 Rev 8- 3.5.26 DLVinyl Address Added Rev 4 - 01.14.26 Rev 9 - 4.9.26 JB Rev 5 - 01.23.26 Rev 10 - approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request Designs contained herein ere not meant to be ezhrbited to others outside of included parties end employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in the creation of Mese designs or any resemblance. Drawings may conteln elements considered artistic intellectual property of Steve Carpenter, owner.OArchatype 1.1 [sign structure specifications] 114085-01 Live Nation Riverside 2 DF Pylon Construction Detail (ALL DETAILS PENDING ENGINEERING REVIEW) Scale: 1/4" = 1' - 0" Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype 1.2 [sign structure power supply specifications] 114085-01 Live Nation Riverside a Cabinet | Push-Thru Section Scale: NTS e 1 1/2" Steel Mounting Plate Detail (ALL DETAILS PENDING ENGINEERING REVIEW) 1 1/2" = 1' - 0" Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype 1.3 [sign structure/frame specifications] 114085-01 Live Nation Riverside b Section Detail Scale: 1:2 Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype 1.4 [sign structure front and side elevations] 114085-01 Live Nation Riverside c Section Detail Scale: NTS d Section Detail Scale: NTS Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype 1.5 [sign structure front and side elevations] 114085-01 Live Nation Riverside 3 Pole Cover | Escutcheon Cover Detail Scale: 1 1/2" = 1' - 0" 3a Pole Cover Detail Scale: 1 1/2" = 1' - 0" 3b Excutcheon Cover Detail Scale: 1 1/2" = 1' - 0" Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype 1.6 [sign structure front and side elevations] 3 Engineering Details (1 of 3) 114085-01 Live Nation Riverside SECTION B SCALE: 1" = 1' - 0" STRUCTURE FRONT ELEVATION SCALE: 1/4" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 1/4" = 1' - 0" Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype S-2 [sign structure front and side elevations] 3 Engineering Details (2 of 3) 114085-01 Live Nation Riverside FOUNDATION DESIGN CRITERIA THIS CONCRETE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-19 ALLOWABLE LATERAL SOIL PRESSURE = 100 PSF/FT WITH 2X INCREASE APPLIED. MINIMUM COMPRESSIVE STRENGTH OF 5000PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. SECTION B SCALE: 1" = 1' - 0" STRUCTURE FRONT ELEVATION SCALE: 3/8" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 3/8" = 1' - 0" Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype S-4 [sign structure front and side elevations] 3 Engineering Details (3 of 3) 114085-01 Live Nation Riverside STRUCTURE FRONT ELEVATION SCALE: 3/8" = 1' - 0" STRUCTURE SIDE ELEVATION SCALE: 3/8" = 1' - 0" FOUNDATION DESIGN CRITERIA THIS CONCRETE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-19 ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 5000PSF IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype S-4 [sign specifications] 114085-01 Live Nation Riverside 4 Electrical Run Access Locations 5 Vertical Pole Guide Detail (Typical) 6 Shipping Stand Concept Scale: NTS Archetype WHERE VISIONS ARE VISABLE Gary Semler | 952 641 9603 garys@archetypesign.com date: 11.09.25 designer: DG Rev 1 - 12.02.25 Rev 6 - 01.30.26 Rev 2 - 12.11.25 Rev 7 - 02.09.26 Rev 3 - 01.05.26 Rev 8 - Rev 4 - 01.14.26 Rev 9 - Rev 5 - 01.23.26 approval This print is meant as a representation of a sign shown in consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. (C)Archetype 1.10 BILL NO. 2026-037 ORDINANCE NO. 2171 EXHIBIT B INSURANCE REQUIREMENTS Permittee shall, at all times, maintain (or cause to be maintained) not less than the following insurance coverages and amounts, which may be satisfied through a combination of primary and umbrella/excess liability policies: COMMERCIAL GENERAL LIABILITY - Such coverage shall name the City, together with its employees, agents, and officers, as an additional insured, and have not less than the following limits: a. For all claims arising out of a single accident or occurrence: $4,000,000.00 b. For any one person in a single accident or occurrence: $1,000,000.00. All policies and certificates of insurance shall provide no less than thirty (30) days' prior written notice to City in the event of cancellation or non-renewal. As an alternative to maintaining (or causing to be maintained) the insurance required herein, Permittee may elect to self-insure for all or any portion of the coverage so required pursuant to a commercially reasonable self-insurance program approved by the City (such approval not to be unreasonably withheld, conditioned, or delayed). Permittee shall furnish City a certificate of insurance (or evidence of self-insurance, as applicable), satisfactory to City, evidencing that it has all the required insurance, and provide such certificate to the City prior to beginning construction activity to install the Signage. ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 7/1/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Alliant Insurance Services,Inc. 101 Park Ave 14th Fl New York NY 10178 License#:0C36861 INSURED LIVENAT-02 Live Nation Entertainment,Inc. 9348 Civic Center Drive Beverly Hills,CA 90210 CONTACT NAME: PHONE (A/C No. Ext.): 212-603-0200 FAX (A/C No.): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE | NAIC # INSURER A: Zurich American Insurance Comp 16535 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES | CERTIFICATE NUMBER: 2111797429 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. *LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE INCLUSIVE OF AMOUNTS REQUESTED BY THE CERTIFICATE HOLDER AND MAY NOT REFLECT POLICY LIMIT AMOUNTS IN EXCESS OF THOSE REQUESTED. *Not Applicable in WY INSR LTR | TYPE OF INSURANCE | ADDL INSD | SUBR WVD | POLICY EFF (MM/DD/YYYY) | POLICY EXP (MM/DD/YYYY) | LIMITS A X COMMERCIAL GENERAL - - LIABILITY GLO 1064137 08 11/1/2025 11/1/2026 EACH OCCURRENCE $4,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $4,000,000 MED EXP (Any one person) $ PERSONAL & ADV INJURY $4,000,000 GENERAL AGGREGATE $4,000,000 PRODUCTS - COMP/OP AGG $4,000,000 CLAIMS-MADE X OCCUR X 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PROJECT X LOC OTHER: AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON-OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAB OCCUR EXCESS LIAB CLAIMS-MADE DED RETENTION $ EACH OCCURRENCE $ AGGREGATE $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Y/N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS N/A PER STATUTE OTHER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The City of Riverside and each of their employees,agents,and officers are included as additional insureds on the general liability policy,but only with respect to liability that arises out of the acts or omissions of the Named Insured;or,those persons or organizations with whom the Named Insured has agreed to provide this insurance under written contract,but only to the extent of the liability assumed under such contract. Liability coverage is primary and non-contributory.Waiver of subrogation applies as per written contract.30 day’s notice of cancellation applies. CERTIFICATE HOLDER City of Riverside 2950 NW Vivion Road Riverside MO 64150 CANCELLATION SHOULD ANY OF THE- ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE /s/ ACORD 25 (2025/12)© 1988-2025 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BILL NO. 2026-037 ORDINANCE NO. 2171 EXHIBIT C ACCEPTANCE OF TERMS AND CONDITIONS Permittee hereby agrees and accepts the terms and conditions relating to the encroachment permit as contained in the closed copy of Ordinance No. 2171 adopted by the City Board of Aldermen on May 5, 2026. Permittee: Live Nation Entertainment, Inc., a Delaware corporation By: /s/ Louise Hart Printed Name: Louise Hart Title: Pro ject Director -Live Nation Date: 04/28/2026