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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. ATTEST: Melissa McChesney,Ci ···••••••••••··· .•· **,.A,, ••• .. ,..... .. . . . . . . (S EAL ) . . . . . . •• ,.A,, •• •· .......... * * ... ·• ••••······•••• Kathleen L. Rose, Mayor BILL NO. 2026-037 ORDINANCE NO. 2171 EXHIBIT A PLAN DRAWINGS [Drawing and structural submittal to be inserted prior to execution] 36.00' B-B Proposed Sanitary Sewer • Parcel ID: 23-3.0-07-200-001-004.000 Property Address: 3910 NW HELENA Owner. RIVERSIDE LOGISTICS CENTRE - 2 LLC Industrial Building Proposed Gates , 3 lj 1 •C% 3 "t 1:1• 1"-L:s: c. C 4i.3-ii11.41-4 m 0 CC -43 sa 7 Parcel ID:23-3.0-07-100-001-001.000 Property Address: 5700 NW 39TH ST Owner. LINK REAL ESTATE LLC Industrial Building -39th Street -2 Proposed Hydrant (Typ) LOT2 521orer8 - L C v c Proposed Private Road Levee Easement 0 0 Parcel ID: 23-3.0-07-100-002-008.000 23-3.0-07-100-002-007.000 23-3.0-07-100-002-006.000 23-3.0-07-100-002-005.000 Owner City of Riverside, MO GA Parking Entrance Proposed GA Perking Dueue/ LeveCritical Zone i Proposed Gate 48.00 B-B Owner. City of Riverside 2950 NW Vivian Road Riverside, MO 64150-1502 Applicant: Live Nation 9348 Civic Center Drive Beverly Hills, California 90210 Parcel ID: 23-3.0-07-200-002-001.000 Owner. City of Riverside, MO Proposed Detention Pond LOT 1 1117950SY ^3.6661c. Proposed Public Road 96.32' 1 82.24' _ Proposed _ Proposed Monument Sign 400 A. mho' MsAe 0 R'( 1"=150' 0 75' 150' Sign Permit Plan General Layout 04124011 n,on.wu,.w w DATE REVISION a.Iwar O6c.402, uc: Sheet 01 Music Boulevard A N Proposed Monument Sign 94.10' Horizons Parkway Sign Permit Plan Monument Sign Plan NO. DATE REVISION DRAWN BY CHECKED BY TCD HES MO Certificate of Authority: E-2010033630 O R 1"=10' 0 5 t,r 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 ' " DIAMETER): Fu = 125 KSI, (OVER )14" TO 1" DIAMETER): FU = 115 KSI, (OVER 1" TO 1-Y" DIAMETER): FU = 105 KSI, (OVER 1-Y4" TO 1-Yz" DIAMETER): FU = 100 KSI NUMBER PE-2013026269 1 t4 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 El ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 ELROD 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22, FOUNDATION NOTES: 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. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 W/DEFORMATIONS CONFORMING TO ASTM A-305. EXCAVATION IS TO BE IN COMPLIANCE WITH OSHA REGULATIONS AND SHALL HAVE A LEVEL BOTTOM FREE OF LOOSE SOIL, WATER AND DEBRIS. WHERE EXTREME FROST DEPTH IS BELOW BOTTOM OF FOUNDATION, EXCAVATE TO 6 INCHES BELOW FROST DEPTH AND INCREASE CONCRETE QUANTITY. 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. 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. REINFORCING STEEL SHALL BE FREE FROM MUD, OIL OR OTHER NONMETALLIC COATINGS THAT DECREASE BOND. MAINTAIN A MINIMUM 3" CLEAR DISTANCE FROM FACE OF CONCRETE TO ALL REINFORCING STEEL, UNLESS OTHERWISE NOTED ON DRAWING. 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. DO NOT WELD REINFORCING STEEL. REINFORCEMENT SHALL BE PLACED AS DETAILED ON THE DESIGN DRAWINGS & "TIED" SECURELY TO PREVENT MOVEMENT DURING CONCRETE POUR. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. 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. TUBE IS NOT REQUIRED TO BE FILLED WITH CONCRETE. 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. AIR CONTENT - EXPOSURE CLASS F2 & F3, +/- 1.5%: AGGREGATE SIZE Xi" = 7% AGGREGATE SIZE " = 6% AGGREGATE SIZE 1" = 6% 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. 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. 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. 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. 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". MECHANICAL VIBRATORS SHALL BE USED TO CONSOLIDATE CONCRETE AROUND SUPPORT AND/OR REINFORCEMENT. CONCRETE MUST BE ALLOWED TO CURE FOR 21 DAYS PRIOR TO INSTALLING REMAINING STAGES OF STRUCTURE OR SIGN CABINET(S). Archetype 9611 James Ave. S Minneapolis, MN 55431 GENERAL NOTES Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. Date Revision By 01 02 01/21/2025 01/29/2026 BOLT & SPREAD FOOTING 28'-3' REV TUBE10x10x1 /2 ANM ANM s-1 L2x2xX6 STEEL ANGLE (TYPICAL) a � 1 11. O IE___ O O E11 SECTION SCALE: 1" = 1'-0" )14 Mk • As711. NUMBER PE-2013026269 01/29/2026 7co A307 BOLTS (TYPICAL) 4Yz'� Y4 4 SIDES ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 13'-10Y4." CAP TOP OF TUBE — SIGN CABINETS BY OTHERS ELECTRICAL CONNECTION BY OTHERS POLE & BASE COVER BY OTHERS FINISHED GRADE N 1b N DIRECTION OF OVERTURNING 1'-6" 1'-6" 1'-6" 1'-6" 2'-6" CAP TOP OF TUBE SIGN CABINETS BY OTHERS ELECTRICAL CONNECTION BY OTHERS POLE & BASE COVER BY OTHERS STRUCTURE FRONT ELEVATION STRUCTURE SIDE ELEVATION SCALE: Y" = 1'-0" SCALE: Y" = 1'-0" Archetype 9611 James Ave. S Minneapolis, MN 55431 28'-3" OAH PYLON No. Date Revision By Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 01 02 01 21 2025 01/29/2026 BOLT & SPREAD FOOTING 28'-3" REV TUBE10x10x1 /2 ANM ANM S-2 2'-6" If 1'-oY2" SECTION SCALE: 1" = 1'-0" -oY2" C DIRECTION OF OVERTURNING 01)z" F1554 Gr.105 THREADED ROD W/ 25" EMBEDMENT 2'-6" LEVELING NUT / 8X8Xj" AND WASHER J STEEL GUSSET ?I' I 't 4'* `' try k:fiNf l UBFR'I NUMBER PE-2013026269 / ss�oN� iG 01/29/2026 DETAIL SCALE: 1" = 1'-0" i TYP 1h" STEEL BASE PLATE BASE COVER AND THREADED RODS REMOVED FOR CLARITY 8x8x STEEL GUSSET 01 %" HOLES FOR 1X" F1554 Gr.105 THREADED ROD W/ 25" EMBEDMENT FINISHED GRADE POLE & BASE COVER BY OTHERS WASHER, NUT AND JAM -NUT HIGH -STRENGTH NON -SHRINK GROUT 1)¢" STEEL BASE PLATE ♦ 6 5'-0" 1 -6" II 1 2'-6" 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 DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 5000PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. POLE & BASE COVER BY OTHERS 1)" STEEL BASE PLATE W/ 01)c F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT 1 10'-0" STRUCTURE FRONT ELEVATION SCALE: j" = 1'-0" ELECTRICAL CONNECTION BY OTHERS (11) #7 REBAR 7'-9" VERTICAL FRONT & BACK MATS FINISHED GRADE (9) #7 REBAR 9'-6" HORIZONTAL FRONT & BACK MATS 1'-6" II a 2'-6" 11¢" STEEL BASE PLATE W/ 01)¢" F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT ELECTRICAL CONNECTION BY OTHERS STRUCTURE SIDE ELEVATION SCALE: %" = 1'-0" Drawn ANM Checked EE Job# Created ERA 100z7105 01/15/2026 E ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 281-3" OAH LATERAL WALL FOUNDATION Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. 01 02 Date _ Revision B 01/21/2025 BOLT & SPREAD FOOTING ANM 01/29/2026 28.-3" REV TUBE10x10x1/2 ANM S-3 FINISHED GRADE 5-0" HSS10X10X1<Z" STEEL SUPPORT TUBE POLE & BASE COVER BY OTHERS 1V STEEL BASE PLATE W/ 01Xc F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT ELECTRICAL CONNECTION BY OTHERS (10) #6 REBAR 12'-6" LONG TOP & BOTTOM MATS STRUCTURE FRONT ELEVATION SCALE: )i" = 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 5000PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION Drawn Checked EE Job# Created ANM ERA 100z7105 01/15/2026 E ELROD ENGINEERING 887 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 615-890-9405 0 Archetype 9611 James Ave. S Minneapolis, MN 55431 • . • • .10 e! _• • •, 13'-0" HSS10X10X)i" STEEL SUPPORT TUBE POLE & BASE COVER BY OTHERS 1Y" STEEL BASE PLATE W/ 01h" F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT • •: . • STRUCTURE SIDE ELEVATION SCALE: 3" = 1'-0" 281-3" OAH SPREAD FOOTING FOUNDATION No. Date Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 01 02 01 21 /2025 01/29/2026 •'I - :1 FINISHED GRADE ELECTRICAL CONNECTION BY OTHERS (13) #6 REBAR 9'-6" LONG TOP & BOTTOM MATS Revision BOLT & SPREAD FOOTING 28.-3" REV TUBE10x10x1/2 By ANM ANM S-4 5'-6" CABINET BY OTHERS —\ -- L2x2x)(6 STEEL ANGLE (TYPICAL) — CABINET BY OTHERS SECTION SCALE: 3" = 1'-0" NUMBER PE-2013026269 Drawn ANM s` 0NAL 6' Checked ERA 0Y4" SAE J429 Gr 5 BOLT 0Y" SELF DRILLING SCREW (TYPICAL) HSS4X4XY STEEL SUPPORT TUBE 01 29 2026 EE Job# 100z7105 Created 01/15/2026 00 7.0 1• I 3'-4" CAP TOP OF TUBE HSS4x4xY STEEL SUPPORT TUBE N HSS4x4xY4 STEEL SUPPORT TUBE C S5 I 10" hh 10" 3" ACCENT TUBE -tut, SIGN CABINETS BY OTHERS POLE & BASE COVER BY OTHER FINISHED GRADE ELROD ENGINEERING S87 Seven Oaks Blvd., Suite 1010 Smyrna, TN 37167 61S-S90-940S 1'-2" I I 1'-2" STRUCTURE FRONT ELEVATION SCALE: Y" = 1'-0" Archetype 9611 James Ave. S Minneapolis, MN 55431 10' OAH PYLON Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 No. 01 02 6" CAP TOP OF TUBE SIGN CABINETS BY OTHERS — HSS4x4xY STEEL SUPPORT TUBE STEEL ANGLE SUPPORT BY OTHERS POLE & BASE COVER BY OTHER FINISHED GRADE STRUCTURE SIDE ELEVATION SCALE: 7" = 1'-0" Date 01 21/2025 01/29/2026 Revision BOLT & SPREAD FOOTING 28'-3' REV TUBE10x10x1 /2 BY ANM ANM S-5 C STEEL POLE & BASE COVER BY OTHER 01" F1554 A36 THREADED ROD W/ 18" EMBEDMENT )6" STEEL BASE PLATE LEVELING NUT AND WASHER 2X2X)i" STEEL GUSSET DIRECTION OF OVERTURNING co NUMBER • . P13-2013026269 ssj N 01/29/2026 1'-2" DETAIL SCALE: i) " = 1'-0" 1'-0" 13/4' 02" 1 ' " 1.------------- HSS4X4X) STEEL �1 SUPPORT TUBE U)6" STEEL BASE PLATE HSS4X4XY STEEL SUPPORT TUBE - 3" ACCENT TUBE WASHER, NUT AND JAM -NUT ___ — HIGH -STRENGTH NON -SHRINK GROUT 13/ „ 4 - 1A" ADJUSTMENT SLOTS FOR 01" F1554 A36 THREADED ROD W/ 18" EMBEDMENT 2x206 STEEL GUSSET SECTION j5) SCALE: 1h" = 1'-0" 3'- 4" 10" S-6 3" ACCENT TUBE 10" I I I I HSS4x4x) STEEL I I� SUPPORT TUBE 1I-2" I I I I I 1 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 DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. POLE & BASE POLE & BASE COVER BY OTHER COVER BY OTHER /- FINISHED GRADE ` ° °° ° ° 4 ° ° LI -y ° ° 4 II T °4 r° a A- ° °° ° 1 ° It- .. o • n ° ° ° 4 ° 4 ° ° n ° ° o • 4° ° ° ° FINISHED GRADE %" STEEL BASE PLATE W/ ° 01" F1554 A36 THREADED ROD W/ 18" EMBEDMENT 6'-0" STRUCTURE FRONT ELEVATION SCALE: kt" = 1'-0" (6) #5 REBAR 3'-6" VERTICAL FRONT & BACK MATS 10" I I I I 1'-2 ° 4 4 e° 4 ° 4 4 4 4 4 HSS4x4x4 STEEL SUPPORT TUBE 4 • ° 4 • ° %" STEEL BASE PLATE W/ 01" F1554 A36 THREADED ROD W/ 18" EMBEDMENT - (6) #5 REBAR 4'-6" HORIZONTAL • FRONT & BACK MATS • ° 2'-0" STRUCTURE SIDE ELEVATION SCALE: j" = 1'-0" Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 E 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. 01 02 Date 01/21/2025 01/29/2026 Revision BOLT & SPREAD FOOTING 28'-3' REV TUBE10x10x1/2 By ANM ANM S-6 1 .11, „!,4'. i1d1';'T1 OBEE t MJMFER " p�\ P13-2013026269 , 01/29/2026 3'-4" I I I I I I 1 l h - 3" ACCENT TUBE I io 4 10" 1 —2 ° HSS4x4xY STEEL SUPPORT TUBE POLE & BASE COVER BY OTHER • a a ° 4 4 as 4 4 a 4 ° d ° • d •° ° °• 6'-0" STRUCTURE FRONT ELEVATION SCALE: 3" = 1'-0" FINISHED GRADE " STEEL BASE PLATE W/ 01" F1554 A36 THREADED ROD W/ 18" EMBEDMENT (6) #6 REBAR 2'-9" LONG TOP & BOTTOM MATS POLE & BASE COVER BY OTHER FINISHED GRADE (4) #6 REBAR 5-6" LONG TOP & BOTTOM MATS 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 2500PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. HSS4x4xi STEEL SUPPORT TUBE n • ° d a° 3'-3" %" STEEL BASE PLATE W/ 01" F1554 A36 THREADED ROD W/ 18" EMBEDMENT STRUCTURE SIDE ELEVATION SCALE: 3" = 1'-0" Drawn ANM Checked ERA EE Job# 100z7105 Created 01/15/2026 E ELROD ENGINEERING 887 Seven Oaks Surd., Suite 1010 Smyrna, TN 37167 615-890-9405 Archetype 9611 James Ave. S Minneapolis, MN 55431 10' OAH SPREAD FOOTING FOUNDATION No. Date Revision Morton Amphitheater 6150 NW Music Blvd. Riverside, MO 64150 01 02 01/21%2025 01/29/2026 BOLT & SPREAD FOOTING 28'-3" REV T1JBE10x10x1 /2 By ANM ANM 3-7 8" RADIUS CORNERS at MAKE SURE ARROW POINTS IN THE DIRECTION OF THE VENUE DF Pylon Elevation 32" PROFILE Scale: 1/4" = 1,2 P3 Q 1114085-01 Sign Type: A01 - Primary Gateway DF Pylon Color Schedule GISW6468 Hunt Club SW6677 Goldenrod SW7568 Neutral Glou I`J SW9147 Favorite Jeans mSW6868 Real Red BM2064-10 Bold Blue 12 SW7069 Iron Ore 20% PMS 7604 P8 MORTON AMPHITHEATER LIVE MUSIC ILLUMINATED SIGN (CONCEPTUAL) mBM HC-189 Chrome Green P9 BM OC-17 White Dove (PMS 343C) mBM 2131-10 Black Satin BM 2087-10 Neon Red (PMS Black 3C) nd m MP 19952 Black Hole 1211 BM 2132-20 Wire Metallic Frame Glasses mPMS 3435C I'51 Pantone P 12-4C [vII Color Match TBD V6 BM2148-70 Mountain m Burgundy Trans Vinyl Peak White (230-49) V7 PMS 4023C v10 Antique White Opaque Vinyl (220-90) M1 Al IC21 Aluminum Steel I Painted P7 2447 White Acrylic PMS 282C PMS 116C 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 Pole Covers 2" X 2" X 3/16" ALUMINUM ANGLE FRAMES - .090 ALUMINUM RETURNS (BREAK -FORMED) - REAR PANEL REMOVABLE FOR SERVICE - PAINTED Cl Escutcheon Covers 2" X 2" X 3/16" ALUMINUM ANGLE FRAMES -.090 ALUMINUM RETURNS - 1/8" ALUMINUM TOP (CNC) - REMOVABLE FOR SERVICE (PAINTED C1) 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 Vinyl Address GF230 PRINTED VINYL PRINTED TO MATCH P3 APPLIED TO POSTS CLOSEST TO HORIZONS PARKWAY 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) Live Nation Riverside Description AO 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 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 © 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 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) 0 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 0 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 Rev 1 - 12.02.25 Rev 2 - 12.11.25 Rev 3 - 01.05.26 Rev 4 - 01.14.26 Rev 5 - 01.23.26 designer: DG Rev 6 - 01.30.26 Rev 1- 02.09.26 Rev 8- 3.5.26 DLVinyl Address Added Rev 9 - 4.9.26 JB 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 1114085-01 Live Nation Riverside 21" 143" 108" 99" 166 1/4" 119 7/8" 75" 114" 119 1/2" 10" DF Pylon Construction Detail 22 (ALL DETAILS PENDING ENGINEERING REVIEW) 120" 12 9/16' P OT .b PE APP' ' ', MATELY THIS TO INSURE PRO SALT & RAIN SIZE , DEQUATE -. -• 2" ALUM ANGLE FRAME SERVICE DOORS 1/8" ALUM FACE 1/2" PUSH-THRU ACRYLIC 8" RADIUS CORNERS (FABRICATED) SS SIGNBOX 3 LED MODULE 10" SQ HEAVY STEEL TUBE REMOVE RETURN PANEL FOR SERVICE LED FAUX NEON BORDER 2 1/2" ALUM SQ TUBE BORDER 1/2" PUSH-THRU GRAPHICS FACE SECTION SUPPORT 2" ALUM ANGLE 2" X 4" ALUM CHANNEL 1/2" PUSH-THRU GRAPHICS 1/8" ALUM FACE VERTICAL SEAM 1/2" PUSH-THRU GRAPHICS 2" ALUM ANGLE FRAME 1" X 4" ALUM CHANNEL FRAME 1/2" PUSH-THRU GRAPHICS LED FAUX NEON BORDER 1/8" ALUM FACE 1" X 4" ALUM CHANNEL FRAME OPEN FACE CHANNEL 1/2" PUSH-THRU ACRYLIC (FAUX NEON) 1/8" ALUM FACE 1/2" PUSH-THRU GRAPHICS LED FAUX NEON BORDER .090 ALUM FACE ALUM ALIGNMENT PLATE ELECTRICAL SERVICE FABRICATED ESCUTCHEON COVER 1 1/2" STEEL MOUNTING PLATE 1 1/2" DIA THREADED STEEL ANCHORS CONCRETE FOOTING (BY OTHERS - DETAILS PER ENGINEER) 335" 24"- 18" 10" 2" ALUM ANGLE FRAME SERVICE DOORS 1/8" ALUM FACE 1/2" PUSH-THRU GRAPHICS SF CABINET 10" SQ HEAVY STEEL TUBE SS SIGNBOX 3 LED MODULE 1/2" PUSH-THRU GRAPHICS LED MODULES 1/8" ALUM FACE 1/2" PUSH-THRU GRAPHICS 1/2" PUSH-THRU GRAPHICS LED FAUX NEON BORDER 2 1/2" ALUM SQ TUBE BORDER 2" ALUM ANGLE FRAME — 1" X 4" ALUM CHANNEL FRAME 1/2" PUSH-THRU GRAPHICS LED FAUX NEON BORDER 1/8" ALUM FACE 1" X 4" ALUM CHANNEL FRAME OPEN FACE CHANNEL 1/2" PUSH-THRU ACRYLIC 1/2" PUSH-THRU GRAPHICS — 1/8" ALUM FACE LED FAUX NEON BORDER .090 ALUM FACE ALUM ALIGNMENT PLATE FABRICATED ESCUTCHEON COVER 1 1/2" STEEL MOUNTING PLATE GRADE 60" PROFILE/CUTAWAY 10" x 10" STEEL SQ TUBE 328" LENGTH 1 1/2" DIA THREADED STEEL ANCHORS CONCRETE FOOTING (BY OTHERS - DETAILS PER ENGINEER) Scale: 1/4" = 1'-0" on Archetype WHERE VISIONS ARE VISIBLE Gary Stemler 19526419603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2—12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be menulacturad by others without reimbursement for time spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner.OArchetype 1.2 1114085-01 Live Nation Riverside .090 ALUM RETURN I (REMOVABLE FOR SERVICE) ANGLE FRAME OCabinet ) Push-Thru Section a ELECTRICAL SERVICE POWER SUPPLY LOW VOLTAGE WIRING LED MODULE BAFFLE 1/2" PUSH THRU ACRYLIC 1/8" ALUM FACE Scale: NTS 30" 30" 12 1/2" 1 5/8" 3/4" STEEL GUSSET 1 2 10" STEEL TUBE It O 1 1/2" Steel Mounting Plate Detail (ALL DETAILS PENDING ENGINEERING REVIEW) 25" 2 1/2' 1 1/2" = 1" - 0" o Archetype WHERE VISIONS •RE VISIBLE Gary Stemler 1952 6419603 garys@archetypesign.com date: 11.09.25 Rev 1 — 12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 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 lime spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner.®Archetype 1.3 Q 1114085-01 Live Nation Riverside 2 1/2" 2 1/2" 0 Section Detail 1 Inl A BAFFLE LED MODULE 1/2" PUSH THRU ACRYLIC 1/8" ALUM FACE 10" SQ HEAVY STEEL TUBE LED FAUX NEON BORDER ANGLE FRAME 2 1/2" FABRICATED RETAINER HAT CHANNEL (TO PREVENT LIGHT LEAKS) 1/8" ALUM RETURN WEEP HOLE Scale: 1:2 0 Archetype WHERE VISIONS ARE VISIBLE Gary Stemler 1952 6419603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — Rev 10 — approval This print is meant es 0 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 olhere outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner.®Archetype 1.4 1114085-01 Live Nation Riverside o 1" X 4" ALUM CHANNEL FRAME COUTERSUNK FASTENER LED FAUX NEON BORDER O Section Detail ELECTRICAL SERVICE POWER SUPPL 1/8" ALUM FACE LOW VOLTAGE WIRING LED MODULE .090 ALUM BACK 1/2" PUSH THRU ACRYLIC Scale: NTS ® Section Detail (ARROW CHANNEL) 1" X 4" ALUM CHANNEL FRAME FILLER PANEL ANGLE MOUNT 1/8" ALUM FACE 1/8" ALUM SHAPING RING .090 ALUM BACK 1/8" ALUM FACE LOW VOLTAGE WIRING 1/2" PUSH THRU ACRYLIC LED MODULE LED MODULE 1/2" PUSH THRU ACRYLIC LED FAUX NEON BORDER COUTERSUNK FASTENER HAT CHANNEL (TO PREVENT LIGHT LEAKS) WEEP HOLE Scale: NTS • Archetype WHERE VISIONS ARE VISIBLE Gary Stemler 1 952 641 9603 garys@archetypesign.com date: 11.09.25 Rev 1 — 12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 are not meant to be exhibited b others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner.®Archetype 1.5 18" Q 1114085-01 Live Nation Riverside 3 PROFILE " Pole Cover I Escutcheon Cover Detail 10" SQ STEEL TUBE POLE COVER 090 ALUM (BREAK -FORMED) 090 ALUM ALIGNMENT PLATE 2" ANGLE. 2" ANGLE. ESCUTCHEON COVER 1/8" ALUM COVER 090 ALUM (BREAK -FORMED) WASHER, NUT, & JAM NUT 1" ANGLE 1 1/2" STEEL PLATE LEVELING NUT GRADE HIGH -STRENGTH NON -SHRINK GROUT 1 1/2" DIA THREADED ANCHORS CONCRETE FOOTING Scale: 1 1/2" = 1'-0" 32" 18" 18" Pole Cover Detail ® Excutcheon Cover Detail 32" 1/8" ALUM SERVICE DOOR COUNTERSUNK SCREWS 2" ANGLE ADJUSTMENT SLOTS MECHANICAL FASTENERS .090 ALUM POLE COVER (BREAK -FORMED) 10" SQ STEEL TUBE .090 ALUM ALIGNMENT PLATE Scale: 1 1/2" = 1'-0" COUNTERSUNK SCREWS .090 ALUM ALIGNMENT PLATE POLE COVER 2" ANGLE .090 ALUM POLE COVER (BREAK -FORMED) 10" SQ STEEL TUBE Scale: 1 1/2" = 1'-0" 4o Archetype WHERE VISIONS ARE VISIBLE Gary Stemler 19526419603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2—12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 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 the creation of these designs or any resemblance. Drawings may sontain elements considered artistic intellectual property of Steve Carpenter, owner.®Archetype 1.6 Q 1114085-01 Live Nation Riverside N 0 Engineering Details (1 of 3) 0a 13'-10" — CAP TOP OF TUBE LI • 0 co 0 0 j Wg NON 5'-0" 1'-6" 2'-6" 1-6" SIGN CABINETS BY OTHERS HSS10x10x) STEEL SUPPORT TUBE ELECTRICAL CONNECTION BY OTHERS T- POLE & BASE COVER BY OTHERS STRUCTURE FRONT ELEVATION SCALE: Y4" = 1'-0" FINISHED / GRADE DIRECTION OF OVERTURNING 2'-0" —6"--r-� 1 1'-6"I CAP TOP OF TUBE HSS10x10xii STEEL SUPPORT TUBE SIGN CABINETS BY OTHERS ELECTRICAL CONNECTION BY OTHERS POLE & BASE COVER BY OTHERS STRUCTURE SIDE ELEVATION SCALE: Y" = Scale: N/A Archetype WHERE VISIONS ARE VISIBLE Gary Stemier 1952 641 9603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 are not meant to be exhibited to others outside of included parties end employees. Designs received from Archetype may not be manufactured by others without reimbursement for lime spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner.®Archetype S-2 cD N 3 2'-6" 2)2" 1'-02" 1 r-0X" 2h. O 0 SECTION 0 O • SCALE: 1" = 1'-0" — 1)¢" STEEL BASE PLATE BASE COVER AND THREADED RODS REMOVED FOR CLARITY 8x8x% STEEL GUSSET 01%" HOLES FOR 1X" F1554 Gr.105 THREADED ROD W/ 25" EMBEDMENT DIREC I ION OF OVER I URNING 2'-6" 01) " F1554 Gr.105 THREADED ROD W/ 25" EMBEDMENT 0 LEVELING NUT 8X8X" AND WASHER STEEL GUSSET DETAIL SCALE: 1" = 1'-0" Engineering Details (2 of 3) FINISHED GRADE — POLE & BASE COVER BY OTHERS — WASHER, NUT AND JAM —NUT HIGH —STRENGTH NON —SHRINK GROUT 1Yz" STEEL BASE PLATE (I r 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 DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 5000PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. 5'-0" 1'-6"r II it 2'-6" 1'-6" i it 2'-6" POLE & BASE COVER BY OTHERS 1)" STEEL BASE PLATE W/ 01Y2" F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT • • 10'-0" STRUCTURE FRONT ELEVATION SCALE: %" = 1'-0" ELECTRICAL CONNECTION BY OTHERS (11) #7 REBAR 7-9" VERTICAL FRONT & BACK MATS FINISHED GRADE (9) #7 REBAR 9'-6" HORIZONTAL FRONT & BACK MATS 1114085-01 Live Nation Riverside HSS10X10M" STEEL SUPPORT TUBE POLE & BASE COVER BY OTHERS 1Xi" STEEL BASE PLATE W/ 01h" F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT ELECTRICAL CONNECTION BY OTHERS STRUCTURE SIDE ELEVATION SCALE: )6" = 1'-0" Scale: N/A • Archetype W. Gary Stemler 1952 641 9603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 are not meant to be exhibited b others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner.CArchetypa S-3 Q 114085-01 Live Nation Riverside FINISHED GRADE 5-0" 2'-6" STRUCTURE FRONT ELEVATION SCALE: N" = 1'-0" HSS10X10X$." STEEL SUPPORT TUBE POLE & BASE COVER BY OTHERS 1X" STEEL BASE PLATE W/ 01Y2" F1554 Gr.105 THREADED ROD, AND 25" EMBEDMENT ELECTRICAL CONNECTION BY OTHERS (10) #6 REBAR 12'-6" LONG TOP & BOTTOM MATS 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 5000PSI IN 28 DAYS. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. Q Engineering Details (3 of 3) 0 0 .I I I r�fl • • 4. l 1'-6" I 2'-6 2 HSS10X10X1¢" STEEL SUPPORT TUBE POLE & BASE COVER BY OTHERS 1h" STEEL BASE PLATE W/ 01)c F1554 Gr.105 THREADED ROD AND 25" EMBEDMENT 13'-0" STRUCTURE SIDE ELEVATION SCALE: )6" = 1'-0" FINISHED GRADE ELECTRICAL CONNECTION BY OTHERS Scale: N/A (13) #6 REBAR 9'-6" LONG TOP & BOTTOM MATS 0 Archetype WHERE VISIONS •RE VISIBLE Gary Stemler 1952 6419603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time went in the creation of these designs or any resemblance. Drawings may contain elements considered artistic ills Necklet property of Steve Carpenter, owner.®Archetype S-4 Q 1114085-01 Live Nation Riverside 1661/4'1 119 7/8" 21" 143" 24" r 149" 60 c.c 18" 108" 96" 30 3/8" Electrical Run Access Locations POWER SUPPLIES 4" ACCESS DOOR (FRONT) 2" VERTICAL ANGLE TUBE GUIDES - RUN ENTIRE HEIGHT OF CABINET (TYPICAL) 4" ACCESS DOOR (FRONT) 4" ACCESS DOOR (FRONT) 4" ACCESS DOOR (SIDE) ELECTRICAL SERVICE GRADE Scale: 1/4" = 1'-0" U Vertical Pole Guide Detail (Typical) 146" 6 Shipping Stand Concept 2" ANGLE SUPPORTS 2" VERTICAL ANGLE TUBE GUIDES - RUN ENTIRE HEIGHT OF CABINET 10" SQ STEEL POLE Scale: NTS 3" X 3" X 1/4" WALL SQ STEEL TUBE SHIPPING STANDS WELDED CONSTRUCTION MOUNT TO 2" VERTICAL ANGLE TUBE GUIDES LARGE CABINET SIGN NOTE: JUST ORDER PARTS - WILL WELD IN HOUSE Scale: NTS • Archetype WHERE VISIONS ARE VISIBLE Gary Stemler 1 952 6419603 garys@archetypesign.com date: 11.09.25 Rev 1-12.02.25 Rev 2 — 12.11.25 Rev 3 — 01.05.26 Rev 4 — 01.14.26 Rev 5 — 01.23.26 designer: DG Rev 6 — 01.30.26 Rev 7 — 02.09.26 Rev 8 — Rev 9 — 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 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 the creation of these designs or any resemblance. Drawings may contain elements considered artistic Intellectual property of Steve Carpenter, owner.OArchelype 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. 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. __ adopted by the City Board of Aldermen on May 5, 2026. Permittee: Live Nation Entertainment, Inc., a Delaware corporation By: Yf-• - Printed Name: Louise Hart ------------ Title: Pro ject Director -Live Nation Date: 04/28/2026