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SRB 2024-06-24 Agendas
t4RH NOKTH KICH�AND HILL CITY OF NORTH RICHLAND HILLS SIGN REVIEW BOARD AGENDA 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TX 76180 MONDAY, JUNE 24, 2024 The North Richland Hills City Council, sitting as the Sign Review Board, will meet immediately following the 7:00 p.m. June 24, 2024 City Council meeting. REGULAR MEETING: 7:00 PM Held in the Council Chamber A. CALL TO ORDER B. PUBLIC COMMENTS An opportunity for citizens to address the Sign Review Board on matters which are scheduled on this agenda for consideration by the Board, but not scheduled as a public hearing. In order to address the Sign Review Board during public comments, a Public Meeting Appearance Card must be completed and presented to the recording secretary prior to the start of the Sign Review Board meeting. C. ACTION ITEMS C.1 Approve the minutes of the April 22, 2024 SignReview Board meeting. D. PUBLIC HEARINGS D.1 SRB24-0012 Public hearing and consideration of a request from Signs Manuacturinq and Maintenance Corp for a variance to Chapter 106 (Signs) o the North Richland Hills Code of Ordinances at 6450 Rufe Snow Drive, being 0.6 acres described as Lot 7A, Block 1, North Park Plaza. Monday, June 24, 2024 Sign Review Board Agenda Page 1 of 2 D-2 SRB24-0013 Public hearing and consideration of a request from Hoar Construction for a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances at 8851 Boulevard 26, being 5.52 acres described as Lot 4R1, Block 2, Walker Branch Addition. E. ADJOURNMENT Certification I do hereby certify that the above notice of meeting of the North Richland Hills City Council was posted at City Hall, City of North Richland Hills, Texas in compliance with Chapter 551, Texas Government Code on Friday, June 21, 2024 by 3:00 PM. Traci Henderson Assistant City Secretary This facility is wheelchair accessible and accessible parking spaces are available. Requests for accommodations or interpretive services must be made 48 hours prior to this meeting. Please contact the City Secretary's office at 817-427-6060 for further information. Monday, June 24, 2024 Sign Review Board Agenda Page 2 of 2 "I r*4w NOLa`C`H KIC"HLAND HILLS SIGN REVIEW BOARD MEMORANDUM FROM: The Office of the City Manager DATE: June 24, 2024 SUBJECT: Approve minutes of the April 22, 2024 regular Sign Review Board meeting. PRESENTER: Traci Henderson, Assistant City Secretary GENERAL DESCRIPTION: The City Secretary's Office prepares action minutes for each Sign Review Board meeting. The minutes for the previous meeting are placed on the agenda for review and approval by the Board. Upon approval of the minutes, an electronic copy will be uploaded to the City's website. RECOMMENDATION: Approve the minutes of the April 22, 2024 regular Sign Review Board meeting. MINUTES OF THE SIGN REVIEW BOARD OF THE CITY OF NORTH RICHLAND HILLS, TEXAS HELD IN THE CITY HALL 4301 CITY POINT DRIVE APRIL 22, 2024 REGULAR MEETING The City Council of the City of North Richland Hills, Texas met as the Sign Review Board on the 22nd day of April after the 7.00 p.m. City Council meeting. Present: Oscar Trevino Chair Tito Rodriguez Board member Rita Wright Oujesky Board member Suzy Compton Board member Mason Orr Board member Blake Vaugn Board member Scott Turnage Board member Absent: Kelvin Deupree Board member Staff Members: Paulette Hartman City Manager Trudy Lewis Assistant City Manager Caroline Waggoner Assistant City Manager Alicia Richardson City Secretary/Chief Governance Officer Cara Leahy White Interim City Attorney Traci Henderson Assistant City Secretary A. CALL TO ORDER Chair Trevino called the Sign Review Board meeting to order at 8.31 p.m. B. PUBLIC COMMENTS There were no requests to speak from the public. C. ACTION ITEMS C.1 APPROVE MINUTES OF THE AUGUST 28, 2023 SIGN REVIEW BOARD MEETING. APPROVED April 22, 2024 Sign Review Board Meeting Minutes Page 1 of 5 A MOTION WAS MADE BY BOARD MEMBER WRIGHT OUIESKY, SECONDED BY BOARD MEMBER TURNAGE TO APPROVE MINUTES OF THE AUGUST 28, 2023 SIGN REVIEW BOARD MEETING. MOTION TO APPROVE CARRIED 7-0. D. PUBLIC HEARINGS D.1 SRB24-0009 PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM HANCOCK SIGN COMPANY FOR A VARIANCE TO CHAPTER 106 (SIGNS) OF THE NORTH RICHLAND HILLS CODE OF ORDINANCES AT 5131 RUFE SNOW DRIVE, BEING 1.02 ACRES DESCRIBED AS LOT 6, BLOCK 4, TAPP ADDITION. APPROVED Chair Trevino opened the public hearing and called on Managing Director of Development Services Clayton Comstock to introduce the item. Mr. Comstock informed the Board the applicant is requesting a variance to Chapter 106 (signs) of the North Richland Hills Code of Ordinances. Specifically wall signs permitted on two building elevations. Located at 5131 Rufe Snow Drive being 11.59 acres. This is the previous Chick-fil-A location. Mr. Comstock provided site photos of the property. Applicant representative Tavis Browne, 5050 Quorum Drive, Dallas, Texas presented request and was available to answer questions. Mr. Browne informed the Board the applicant is requesting wall signs on all four sides for the new Jason's Deli. Mr. Browne provided renderings/elevations and sign photos. Mr. Browne also stated there will be landscape improvements. Mr. Browne was available to answer questions from the Board. Mr. Comstock presented staff's report stating Section 106-13(b)(1) of the sign regulations permits a structure to have wall signage on a maximum of two building sides, and those building sides must have a street frontage or public entrance. The applicant proposes to construct wall signs on all four sides of the building. Mr. Comstock stated the sizes of the wall signs are compliant with the sign regulations and the existing pole sign cannot be used. Mr. Comstock reviewed options for Board consideration. The Board may approve the request as presented, approve the variance with conditions, or deny the variance. Mr. Comstock was available to answer questions. Chair Trevino asked the City Secretary to call on those who completed a public meeting April 22, 2024 Sign Review Board Meeting Minutes Page 2 of 5 appearance form to speak during the public hearing. There being no forms submitted, Chair Trevino asked if there was anyone in the audience wishing to speak on the item to come forward. There being no one wishing to speak, Chair Trevino closed the public hearing. A MOTION WAS MADE BY BOARD MEMBER ORR, SECONDED BY BOARD MEMBER COMPTON TO APPROVE SRB24-0009, AS PRESENTED. MOTION TO APPROVE CARRIED 7-0. D.2 SRB24-0010 PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM SIGN REMEDY INC FOR A VARIANCE TO CHAPTER 106 (SIGNS) OF THE NORTH RICHLAND HILLS CODE OF ORDINANCES AT 8225 NORTHEAST PARKWAY, BEING 1.69 ACRES DESCRIBED AS LOT 3R1, BLOCK 2, CULP ADDITION. APPROVED Chair Trevino opened the public hearing and called on Senior Planner Clayton Husband to introduce the item. Mr. Husband informed the Board the applicant is requesting a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances. Specifically to allow a wall sign to exceed fifty (50) square feet. Located at 8225 Northeast Parkway being 1.69 acres located in the Transit Oriented Development District. Mr. Husband provided site photos of the property. Applicant representative Leia Young, 21281 Blair Road, Conroe, Texas, presented the item. Ms. Young informed the Board this site was formerly Service King and is now Crash Champions. The sign being proposed is smaller than the previous Service King Repair sign but larger than the current code allows. Ms. Young provided photos of previous, and proposed signage. Ms. Young was available to answer questions. Mr. Husband presented staffs report stating the request is to construct a 103.17-square-foot wall sign above the building entrance facing the street. The proposed sign is approximately 17.5 feet wide by 5.75 feet tall. Mr. Husband reviewed options for Board consideration. The Board may approve the request as presented, approve the variance with conditions, or deny the variance. Mr. Husband stated an affirmative vote of four (4) Board members is required to approve the variance, and was available to answer questions. Chair Trevino asked the City Secretary to call on those who completed a public meeting appearance form to speak during the public hearing. There being no forms submitted, April 22, 2024 Sign Review Board Meeting Minutes Page 3 of 5 Chair Trevino asked if there was anyone in the audience wishing to speak on the item to come forward. There being no one wishing to speak, Chair Trevino closed the public hearing. A MOTION WAS MADE BY BOARD MEMBER TURNAGE, SECONDED BY BOARD MEMBER RODRIGUEZ TO APPROVE SRB24-0010, AS PRESENTED. MOTION TO APPROVE CARRIED 7-0. D.3 SRB24-0011 PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM HOAR CONSTRUCTION FOR A VARIANCE TO CHAPTER 106 (SIGNS) OF THE NORTH RICHLAND HILLS CODE OF ORDINANCES AT 8851 BOULEVARD 26, BEING 5.52 ACRES DESCRIBED AS LOT 4R1, BLOCK 2, WALKER BRANCH ADDITION. APPROVED Chair Trevino opened the public hearing and called on Managing Director of Development Services Clayton Comstock to introduce the item. Mr. Comstock informed the Board the applicant is requesting a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances. The site is 5.52 acres at 8851 Boulevard 26. The applicant is requesting a variance to allow for a pole sign on the property. Applicant representative Jeremy Augillen, General Manager for Peppa Pig Theme Park, presented the item. Joining Mr. Aguillen was Jonathon Houdin, Senior Manager of the Product Delivery Team. Mr. Aguillen informed the Board on the progress of the project and provided photos of the proposed signage and location and stated they plan to open mid to late summer 2024. Mr. Aguillen was available to answer questions. Mr. Comstock presented staffs report. Mr. Comstock stated the sign regulations permits a property to have one monument sign per street frontage. The applicant proposes to construct a pole sign adjacent to Boulevard 26. The proposed sign structure is 13 feet in height, with a sign message area of 82.5 square feet. The design of the sign includes a 4.5-foot tall masonry base with 50 square feet of landscaping around the base. The sign would be located at south corner of the property off Boulevard 26. Mr. Comstock reviewed options for Board consideration. Staff recommends cast stone topper on masonry base; address is required; sign to be illuminated; single row of 5-gallon shrubs 36" on center at the sign base and must be outside the sight visibility triangle. The board may approve the request as presented, approve the variance with conditions, or deny the variance. An affirmative vote of four (4) Board members is April 22, 2024 Sign Review Board Meeting Minutes Page 4 of 5 required to approve the variance. Mr. Comstock was available to answer questions. Chair Trevino asked the City Secretary to call on those who completed a public meeting appearance form to speak during the public hearing. There being no forms submitted, Chair Trevino asked if there was anyone in the audience wishing to speak on the item to come forward. There being no one wishing to speak, Chair Trevino closed the public hearing. A MOTION WAS MADE BY BOARD MEMBER WRIGHT OUIESKY, SECONDED BY BOARD MEMBER RODRIGUEZ TO APPROVE SRB24-0011, VARIANCE WITH CONDITIONS. MOTION TO APPROVE CARRIED 7-0. E. ADJOURNMENT Chair Trevino adjourned the Sign Review Board meeting at 8.58 p.m. Jack McCarty, Chair Traci Henderson, Assistant City Secretary April 22, 2024 Sign Review Board Meeting Minutes Page 5 of 5 "K NOKTH KICHLAND HILLS SIGN REVIEW BOARD MEMORANDUM FROM: The Office of the City Manager DATE: June 24, 2024 SUBJECT: SRB24-0012 Public hearing and consideration of a request from Signs Manufacturing and Maintenance Corp for a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances at 6450 Rufe Snow Drive, being 0.62 acres described as Lot 7A, Block 1, North Park Plaza. PRESENTER: Clayton Comstock, Managing Director of Development Services SUMMARY: On behalf of DCTN3 589 N Richland Hills TX LLC (owner) and Strickland Brothers Oil Change (tenant), Signs Manufacturing and Maintenance Corp is requesting a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances. The site is located at 6450 Rufe Snow Drive. The applicant is requesting a variance to allow wall signs on three elevations of the building. GENERAL DESCRIPTION: The site is located on the east side of Rufe Snow Drive,just north of Mid-Cities Boulevard. The subject property is the location of a Strickland Brothers oil change business. The 1,725-square-foot building is a new store that opened in March 2024. The site is adjacent to a shopping center on the south and single-family residences to the east. The building is constructed at an angle on the property, facing southwest and aligning with the adjacent shopping center. The building has wall signs on the north and south sides of the building. ' " In April 2024, the sign contractor for Strickland Brothers applied for a sign permit to add a wall sign to the side of the building facing Rufe Snow Drive. As part of the plan review, it was noted that wall signs were already constructed on two sides , of the building. The sign regulations limit wall signs to two elevations of a building. The owner 10 considered modifications to the existing signs to f ' comply with the standards. However, they "'T ultimately decided to seek a variance to allow the third wall sign as proposed. "K NOKTH KICHLAND HILLS The supporting materials for the variance application are attached. The materials include a copy of the application explaining the reasoning for the variance request and other relevant documents. An analysis of the request and relevant codes is below. ANALYSIS The variance request is related to standards for wall signs, which are contained in .Scaiipir „-„11 („N „)(„11) of the sign regulations. Section 106-13(b)(1) of the sign regulations permits a structure to have wall signage on a maximum of two building faces, and those building faces must have a street frontage or public entrance. There are existing wall signs on the north and south sides of the building, which face internal driving and maneuvering areas on the property. The applicant proposes to add a third wall sign on the side of the building facing Rufe Snow Drive, which would require approval of a variance from the wall sign standards. A summary of the location and design of the wall sign is shown in the exhibits below. Detailed sign drawings of proposed and existing signs are attached. The size of the proposed wall sign is compliant with the sign regulations. 421 �7 ------------ IN 1 J n _ i yM65T EL6VATIpN ,•'^ LOCATION FOR NEW LOGO SIGN ilk BUILDING ELEVATION SHOWING SIGN LOCATION The request is being processed as a variance application, which would waive certain sign standards for the property. The Board may include appropriate conditions as part of the approval of a variance request. The affirmative vote of four Board members is required to approve a variance. A public hearing is required for consideration of a request for variance. Notice of the public hearing was published in the newspaper and mailed to all owners of real property within 200 feet of the site. OPTIONS FOR BOARD CONSIDERATION The Sign Review Board has the following options on this application. 1. Approve the variance as presented. This action would approve variances to the sign standards for wall signs and allow wall signs on three elevations of the building as presented. "K NOKTH KICHLAND HILLS 2. Approve the variance with conditions. This action would approve variances to the sign standards for wall signs, subject to the owner making modifications to its size, location, or design as directed by the Board. 3. Deny the variance. This action would require the signs to be built in compliance with wall sign standards, which allows signs only on two elevations of the building. RECOMMENDATION: Approve SRB24-0012. GLENHURST "C"S' �. ................ .................... a� 4s mumullll ....... ... III GLENWOOD Z 10� LLI LL ARBORBROOK Prepared by Planning 1/4/2023 N DISCLAIMER:This product is for informational purposes and may not nr I I Feet have been prepared for or be suitable for legal,engineering,or surveying N 0 62.5 125 250 375 500 purposes.It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. i r � � v�� 'Wil'✓/% 0C i I I III,II r CIO, ti CIO, 11 , � I i t !v gp � a r �l " a Prepared by Planning 1/4/2023 N DISCLAIMER:This product is for informational purposes and may not nI I Feet have been prepared for or be suitable for legal,engineering,orsurveying N 0 62.5 125 250 375 500 purposes.It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. " RH PUBLIC HEARING NOTICE NO TH KICH AND HILLS CASE: SRB24-0012 You are receiving this notice because you are a property owner of record within 200 feet of the property requesting a sign variance as shown on the attached map. APPLICANT Signs Manufacturing and Maintenance Corp LOCATION 6450 Rufe Snow Drive REQUEST Public hearing and consideration of a request from Signs Manufacturing and Maintenance Corp for a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances at 6450 Rufe Snow Drive, 0.62 acres described as Lot 7A, Block 1, North Park Plaza. DESCRIPTION Variance request to allow a third wall sign on the building facing Rufe Snow Drive. The sign regulations allow for wall signs on 2 sides of the building. PUBLIC HEARING DATES Sign Review Board 7:00 PM June 24, 2024 MEETING LOCATION City Council Chamber-Third Floor 4301 City Point Drive North Richland Hills, Texas People interested in submitting letters of support or opposition are encouraged to contact the Planning & Zoning Department for additional information. Letters must be received by the close of the Sign Review Board public hearing. Because changes could be made to requests during the public hearing process,you are encouraged to follow the request through to final action by the Board. Planning and Zoning Department 1 4301 City Point Drive - NRH, TX 76180 817-427-6300 1 www.nrhtx.com I planning@nrhtx.com t prt 'F (1�l i JiK i � � � ` e ii9��''.-a Ji � l��r�D�T� .-�a 1 r�m�✓io�r9� %//�� i X i I"iv�+'�i Iry � +i"ia r ➢ �r�:!G Ih@ — ✓� v p "" uumxw.w.w.w.w.mw.xm.w.w a imm%uu a uun w.w.w.w.w.w.w.w.xxw m xa p �a uJ — x :a r &ST EVLEVATI11"N wmMa �r r Planning and Zoning Department 4301 City Point Drive - NRH, TX 76180 817-427-6300 1 www.nrhtx.com I planning@nrhtx.com NOTIFIED PROPERTY OWNERS SRB24-0012 BRITTAIN,JOHN K 2600 POOL RD GRAPEVINE,TX 76051 COOLEY,FREDDIE L 6505 MEADOW LAKES DR NORTH RICHLAND HILLS,TX 76180 FARMER,PHYLLIS 6801 GLENWOOD DR NORTH RICHLAND HILLS,TX 76182 GL&TH MO-TEX PROPERTIES LLC 6300 PAPER SHELL WAY FORT WORTH,TX 76179 HOME SFR BORROWER III LLC 3505 KOGER BLVD STE 400 DULUTH,GA 30096 JC PACE LTD 420 THROCKMORTON ST STE 710 FORT WORTH,TX 76102 LFP PROPERTIES INC 7505 GLENVIEW DR RICHLAND HILLS,TX 76180 MANDALA VENTURES LLC 8833 MAPLE RIDGE TR KELLER,TX 76244 MOSHER,ALICE MARIE 6413 SUNSET RD NORTH RICHLAND HILLS,TX 76182 OWENS,DANIEL 6505 SUNSET RD NORTH RICHLAND HILLS,TX 76182 REYES,MELVIN ELIAS 6417 SUNSET RD NORTH RICHLAND HILLS,TX 76182 RUIZ,JUAN ALBERTO 6429 SUNSET RD NORTH RICHLAND HILLS,TX 76182 SCHULTZ,JEFFREY PHILLIP 945 VIRGINIA LN SAGINAW,TX 76179 WALLING,SHIRLEYANN 6425 SUNSET RD NORTH RICHLAND HILLS,TX 76182 WILLIAM WAUGH HOLDINGS LLC SERIES 002 10903 ALDER CIR DALLAS,TX 75238 6509 6801, "" uu� iuuuumAu umum� V� ,"....... 6824 uvw�mmm umuu oo ,,".^" 6501 6812 6816 6820 ippppppl 6808 6800 6437 " 6500 681Z 44s 6433 6805°U�f�b � IIII 6809 6813 ti �lllll 6801 s a 6429 49�s 6425 GLENWOOD I� � 6421 oti 6800 f 6804 6808 6417 Z ILL 6400 641 6805 X 6801 6409 6440 6405 w ....... OVA 'mm uuum uu um �muuumw "'m�"m'�' uuuuu 6401 6800 6300 6333 Prepared by Planning 1/4/2023 N DISCLAIMER:This product is for informational purposes and may not n Feet have been prepared for or be suitable for legal,engineering,or surveying N 0 35 70 140 210 280 purposes.It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. APPLICATION INFORMATION Sign Review Board Case SRB24-0012 6450 Rufe Snow Drive, North Richland Hills,Texas The following information was submitted with the application on the NRH E-SERVICES PORTAL on May 13,2024. SIGN REVIEW BOARD APPLICATION 1. List the pertinent section(s) of the Sign Regulations and indicate the specific interpretation(s), variance(s), or nonconforming use exception(s) being requested. Sec. 118-464. -General conditions. 2. State the grounds for the request and detail any special conditions that cause hardships that in your opinion justify the variances or exceptions being requested. Explain any unique circumstances, if applicable, not considered by the Sign Regulations. The Ground sign is basically ineffective as most all the ground signs are with this type of application. Four lanes of traffic PLUS a middle median with only a TOTAL HEIGHT of 64"and the average height of a midsize passenger vehicle being 52", any car that crosses in front of the sign creates an issue of not being able to see the sign. This is why the Sign Industry shy's away from ground signs as they actually cause a traffic hazard issue in trying to see past the moving traffic to read the ground sign.Add to the fact that the copy is only approx. 8"tall and has a maximum readership distance of only 240, passengers in vehicles strain to see and identify copy on a sign. The tower sign alleviates that issue completely. Size and location on the tower are the highest degree of Identification and Advertising for this location. Readability is excellent and adequate for decision making when this location is a destination. The ground sign is less than 50%effective compared to the tower signage. The ground sign copy is small, the height of the ground sign presents an inability to read the text because of the copy size and obstructed view of the sign at 64"to the TOP OF THE SIGN and the copy itself is even lower. I I w I r 1 IpM ;p �i r fli /r ", / r 1f �r SI ` w r n r Illliiiul / IIIIII r / V/ I r Tx 2328 Flomnce Avenue Thlsd p dthed g g p y �O APPROVED `� Il 11,IFI STRICKLANOBROTHERS NIGH—CHLANO HILLS,82 X' a n th rt C,p t 5 C I. 1111 fig50 RUFE SNOW,NORTH RICHLANO HILLS,TX,Jfi182 C ClnClnnatl,011145206 p t.th d U S Copy gh-L d h II I ICI V OAVIO ESTEP Atlantic...Plll";;!_ IIt.I 31A202gRKER (513)241-6775 FAX(513)241-5060 and m y -b reprod d used I.avy u.11 ESSICA REYNOLOS T nnerwth -theepr d tten consent PAGE Sign Company sN uudml ml a apm uu u a fAtl in Sig c p ny 1 III) I IF�1 h 107031 STRICKLAND BROTHERS_N RICHLANO HILLS_T W PERMIT, NEW LOGO SIGN TO BE ADDED TO TOWER � � 1111 Igo P. �a III I I — d I —I-- tias V t ,2 III A b 1IL 11 E �r t , 2328 Flomnce Avenue Thlsd p dthed g g p y �O APPROVED Il 11,IFN STRICKLANO BROTHERS NORTH RICHLANO HILLS,TX X' anth rt fAtl t 5 , I. I111 fig88 RUFE SNOW,NORTH RICHLANO HILLS,TX,76182 C Cincinnati,OM 45206 p t Red d U.S.yCopy ght L d h UL Il ICI V JESS ESTEP Atlantic IIt.I 31AN RKER (513)241-6775 FAX(513)241-5060 andm y ➢b repmd d used nany lull luIu ESSICA REYNOLOS T nnerWith--ie Sir d tten consent PAGE Sign CompanyIIII a apm ull u a ntl nncsg c p ny 2 „iw, rIII IIF�1,11: 1070315TRICKLANO BROTHERS_N RICHLANO HILLS_�WESTPERMI�, 9� a9 -o �o L111 00 0 o i WEST ELEVATION 2328 FIOPence Avenue Thlsd p dthed g g p y �O APPROVED Il 11,IFN STRICKLANO BROTHERS NORTH RICHLANO HILLS,TX X' anth rt fAtl t 5 C I. I111 fig88 RUFE SNOW,NORTH RICHLANO HILLS,TX,76182 C Cincinnati,OM 45206 p t Red d U.S.yCopy ght L d h UL I' ICI V JESS ESTEP Atlantic IIt.I 31AN RKER (513)241-6775 FAX(513)241-5060 andm y—b rep.d d used nany u.11 uIu ESSICA REYNOLOS T nnerWith--ie Sir d tten consent PAGE Sign CompanysNuudmlml a apm uu u a Atl nncsg c p ny 3 „iw, rIII IIF�1,11: 1070315TRICKLANO BROTHERS_N RICHLANO HILLS_�WESTPERMI�, lsi OF TOTAL STORE FRONT AREA ----. ----. 70" ----. - MAXALLOWED28U USED 60 ail N Ufa pll.G " FRONT:41 SQUARE FEET-QU,t&114N'i111II'"W'M 2"SCALE SPECIFICATIONS:ILLUMINATED WALL LOGO 3 COLORS USED EXISTING FACADE 01gIGIly Pamea vinyl Palm IIIM PME'131 ppppIWNN'a PMCC00LCPIIYIU Se 10I, .040"ALUMINUM LETTER RETURNS PAINTED BLACK Ii, Y,�I IWIuuW7 11 1 J IL I RTII,) PRE 427, CLAC-11% 1"TRIMCAP BONDED TO FACE,#8 PAN HEAD SCREWS TO RETURNS-PAINTED BLACK uilI NOTE:2"TRIMCAPS FOR LETTERS 54"AND LARGER 0 PMse2a� PMS4 0.125"ACM BACKS(PRE-FINISHED WHITE)FASTENED TO RETURNS. SEALW/VOC COMPLIANT 360 WHITE LATEX CAULKTO PREVENT MOISTURE PENETRATION. #Y t1 GENERAL NOTES: 0 WHITE LED MODULES , , THIS SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS 3/16"WHITE ACRYLIC FACESWITH TRANSLUCENT VINYL PRINT U OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE. • AND BONDED PER NEC 600.]/NEC 260 DISCONNECT SWITCH UL OUTDOOR RATED TOGGLE TYPE W/NEOPRENE BOOT PER NEC 600-6 •GROUNDED EXISTING BRANCH CIRCUIT IN COMPLIANCE WITH NEC 600.5,NOT TO O O, EXCEED 20AMP5 PRIMARY ELECTRICAL FEED IN 1/2"FLEX UL CONDUIT/CUSTOMER SUPPLIED ULJUNCTION BOX MOF, o� •SIGN IS TO BE UL LISTED PER NEC 600.3 •UL DISCONNECT SWITCH PER NEC 600.6-REQUIRED PER SIGN POWER SUPPLIES WITHIN UL ENCLOSURE(REMOVABLE LID),1/4"X 1"MIN SCREWS FORF�rFRIORSIONAOF ONLY d sFRF COMPONENT BEFORE LEAVING MANUFACTURER.FOR MULTIPLE SIGNS,A DISCONNECT IS PERMITTED BUT NOT REQUIRED FOR EACH SECTION SECTION VIEW: m -THE LOCATION OFTHE DISCONNECT SWITCH AFTER INSTALLATION NTS SHALL COMPLY WITH ARTICLE 600.6(A)(1)PER NEC ., 2328 FIOtance Avenue Taln tlh p pr[ytf d g 5g C p y O APPROVED � Il 11,IFN STRICKLANDBROTHERS NORTHRICHLANO X,76182 X' C Cincinnati,OH 45206 p t Red d U.S.Copy ghtL d h II UL I. I111 D-DEFE SNOW,NORTH RICHLANO HILLS,TX,Jfi182 NB /II IIt.I 31V2024 EP (513)241 6775 FAX(513)241 5060 and m y t b repmd d used In y u.11l �u ESSICA REYNOLDS T nn—th tthe p, d tt o Ent y PAGE I'.I III 1312024RYAN RKER Atlantic Sign Company atm alllltlii:slll mnco�apmaA ii coma tAtl ntLsg c p ny 4 M, * „iw, IIII IIiI 1070315TRICKLAND BROTHERS_N RICHLAND HILLS_ STPERMI, ALL SIGNS AFTER THIS ARE EXISTING I I IIII Igo P. �a III I I - d — -- ties o V t ,2 III a� p-IF, j wE Ego „,„ , 2328 Flomnce Avenue Thlsd p dthed g g p y �O APPROVED ` Il 11,IFN STRICKLANO BROTHERS NORTH RICHLANO HILLS,TX anth rt fAtl t 5 , I. I111 fig88 RUFE SNOW,NORTH RICHLANO HILLS,TX,76182 C Cincinnati,OM 45206 p t Red d U.S.yCopy ght L d h UL I' ICI V JESS ESTEP Atlantic Sig. IIt.I 31AN RKER (513)241-6775 FAX(513)241-5060 and my—b rep.d d used I.any l u.l l l u�u ESSICA REYNOLOS T nnerWith--ie r d tten consent PAGE Sign sNuudmlml a apm uu u a Atl nncc p ny 5 „iw, rIII IIF�1,11: 1070315TRICKLANO BROTHERS_N RICHLANO HILLS_�WESTPERMI�, IIIIIIIIIIIIEx�7�s�363,�„o���.,,�°�°E PMs<2�� 11 R°°rPr�� Pns«a� I MAR°°�a���aTao a a 0 0 0 9 s= z NORTH ELEVATION 000 =�=000 000 SOUTH ELEVATION 2328 Fletence Avenue Thlsd p dthed g g p y �O APPROVED Il 11,IFN 15111�RICKLAEINM,NORTH NICHINCHIU-1, LL5,TX X' remain the property fAt t 5 C I. I111 DAV RUFESNOW,NORTH RICHLANO HILLS,TX,Jfi182 C Cincinnati,011145206 p t cted d U.S.Copyright L d h II V�: 'i/ I,I V OAVIO ESTEP fil anntl I It.I 31AN RKER (513)241-6775 FAX(513)241-5060 and m y not be repmd d used n any u.11 u�u ESSICA REYNOLOS T nnerwth athenti expr d tten consent PAGE c Sign Company °rer'aillllitI I sIIII^mnco�apmar iiy co�a fAtl nncsg Company ny 6 �" rlll IIF�I,iI: 1070315TRICKLANO BROTHERS_N RICHLANO HILLS_1X_WEST PERMIT, lsi OF TOTAL STORE FRONT AREA ----. ----. 70" ----. - MAXALLOWED28U USED 60 ail N Ufa pll.G " FRONT:41 SQUARE FEET-QU,t&114N'i111II'"W'M 2"SCALE SPECIFICATIONS:ILLUMINATED WALL LOGO 3 COLORS USED EXISTING FACADE 01gIGIly Pamea vinyl Palm IIIM PME'131 ppppIWNN'a PMCC00LCPIIYIU Se 10I, .040"ALUMINUM LETTER RETURNS PAINTED BLACK Ii, Y,�I IWIuuW7 11 1 J IL I RTII,) PRE 427, CLAC-11% 1"TRIMCAP BONDED TO FACE,#8 PAN HEAD SCREWS TO RETURNS-PAINTED BLACK uilI NOTE:2"TRIMCAPS FOR LETTERS 54"AND LARGER 0 PMse2a� PMS4 0.125"ACM BACKS(PRE-FINISHED WHITE)FASTENED TO RETURNS. SEALW/VOC COMPLIANT 360 WHITE LATEX CAULKTO PREVENT MOISTURE PENETRATION. #Y t1 GENERAL NOTES: 0 WHITE LED MODULES , , THIS SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS 3/16"WHITE ACRYLIC FACESWITH TRANSLUCENT VINYL PRINT U OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE. • AND BONDED PER NEC 600.]/NEC 260 DISCONNECT SWITCH UL OUTDOOR RATED TOGGLE TYPE W/NEOPRENE BOOT PER NEC 600-6 •GROUNDED EXISTING BRANCH CIRCUIT IN COMPLIANCE WITH NEC 600.5,NOT TO O O, EXCEED 20AMP5 PRIMARY ELECTRICAL FEED IN 1/2"FLEX UL CONDUIT/CUSTOMER SUPPLIED ULJUNCTION BOX MOF, o� •SIGN IS TO BE UL LISTED PER NEC 600.3 •UL DISCONNECT SWITCH PER NEC 600.6-REQUIRED PER SIGN POWER SUPPLIES WITHIN UL ENCLOSURE(REMOVABLE LID),1/4"X 1"MIN SCREWS FORF�rFRIORSIONAOF ONLY d sFRF COMPONENT BEFORE LEAVING MANUFACTURER.FOR MULTIPLE SIGNS,A DISCONNECT IS PERMITTED BUT NOT REQUIRED FOR EACH SECTION SECTION VIEW: m -THE LOCATION OFTHE DISCONNECT SWITCH AFTER INSTALLATION NTS SHALL COMPLY WITH ARTICLE 600.6(A)(1)PER NEC ., 2328 FIOtance Avenue Taln tlh p pr[ytf d g 5g C p y O APPROVED � Il 11,IFN STRICKLANDBROTHERS NORTHRICHLANO X,76182 X' C Cincinnati,OH 45206 p t Red d U.S.Copy ghtL d h II UL I. I111 D-DEFE SNOW,NORTH RICHLANO HILLS,TX,Jfi182 NB /II IIt.I 31V2024 EP (513)241 6775 FAX(513)241 5060 and m y t b repmd d used In y u.11l �u ESSICA REYNOLDS T nn—th tthe p, d tt o Ent y PAGE I'.I III 1312024RYAN RKER Atlantic Sign Company atm alllltlii:slll mnco�apmaA ii coma tAtl ntLsg c p ny 7 M, * „iw, IIII IIiI 1070315TRICKLAND BROTHERS_N RICHLAND HILLS_ STPERMI, 15%OF TOTAL STOREFRONT AREA '14W ALLOWED28U USED>tl ----. ----. ----. ----. --24 2" ----. ----. ----. ----. ----J, I FRONT:28 SQUARE FEET•gl$UAIV''ll"II'"W 2 3/8"SCALE SPECIFICATIONS:ILLUMINATED CHANNEL LETTERS 3 COLORS USED o EXISTING FACADE I .040"ALUMINUM LETTER RETURNS PAINTED WHITE � I..".. WHITE f I 1"TRIMCAP BONDED TO FACE,#8 PAN HEAD SCREWS TO RETURNS-PAINTED WHITE NOTE:2"TRI MCAPS FOR LETTERS 54"AND LARGER QI.125"ACM BACKS(PRE-FINISHED WHITE)FASTENED TO RETURNS. SEAL W/VOC COMPLIANT 360 WHITE LATEX CA LK TO PREVENT MOISTURE PENETRATION. PI r ) WHITE LED MODULES GENERAL NOTES: ^III/III THIS SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS 3/16"WHITE ACRYLIC FACES FLEX C I, OF ARTICLE 6000E THE NATIONAL ELECTRICAL CODE. ,L •GROU N DED AN D BON DED PER N EC 600.7/N EC 250 DISCONNECT SWITCH UL OUTDOOR RATED TOGGLE TYPE W/NEOPRENE BOOT PER NEC 600-6 1/2 MAX •EXISTING BRANCH CIRCUIT IN COMPLIANCE WITH NEC 600.5,NOT TO ONNECTORS O. EXCEED 20AMPS O PRIMARY ELECTRICAL FEED IN 1/2"FLEX UL CONDUIT/CUSTOMER SUPPLIED ULJUNCTION BOX MOF, �o� SIGN is To BE UL LISTED PER NEC 600.3 •UL DISCONNECT SWITCH PER NEC 600.6-REQUIRED PER SIGN POWER SUPPLIES WITHIN UL ENCLOSURE(REMOVABLE LID),1/4"X 1"MIN SCREWS Foa111a.R1I-AOE X COMPONENT BEFORE LEAVING MANUFACTURER.FOR MULTIPLE SIGNS,A DISCONNECT IS PERMITTED BUT NOT REQUIRED FOR EACH SECTION """''"I" 900 0 0 o SECTION VIEW: •THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION WW,ry��������� NTS SHALL COMPLY WITH ARTICLE 600.6(A)(1)PER NEC ., 2328 FIOtance Avenue Taln tlh p prtytf d g 5g C p y O AFFROVED � Il 11,IFN STRICKLANDBROTHERS NIGH—CHLANO X,76182 X' C Cincinnati,OH 45206 p t Red d U.S.Copy L d h II UL I. III II D-DEFE SNOW,NORTH RICHLANO HILLS,TX,Jfi182 Atlantic NB /II IIt.I 31V2024 EP (513)2416775 FAX(513)2415060 andmay th rep d d used In y III �u ESSICA REYNOLDS T n., Th tthe expr d —co ent y PAGE I'.I III I I—N PARKER Sign Company atm alllltlii:slll mnco�apmare ii coma tAtl nt�sg c p nv 8 4, * „iw, III)I)AIAI 107031 STRICKLAND BROTHERS_NRICHLANDHILLS_TX-SFPERMI, 211 LIMESTONE MASONRY CAP -a=U= -- -- 11081,--. � .... PAINTED INKY BLUE -7191, ----. ----. ----. 86" � INTERN M CAB INET ILLUMINATED _716" OF cT VImYL--TBD ----. WITH WHITE LEDS s<ooLaRti+ ° CABINET AND RETAINERS RVI"YL_="-T°D PAINTED BLACK "1091"KY6LpE s°as ---- FLAT LEXAN FACES VINYL GRAPHICS ST ■ . SLEEVE MOUNTED ON 6.625"CENTER POLE BROTHERS p�r.ry.^^ MINIMUM OF 8"MASONRY TE . AROUND ENTIRE SIGN IL CHANG BRICK TO MATCH BUILDING 21"DEEP t 3/8"PVC LETTERS OF CABINET PAINTED WHITE - Y MOUNTED FLUSH 20" NON ILLUMINATED 712" MASONRYTO MATCH BUILDING 42" 30" MINIMUM 8"SURROUNDING SIGN " DOUBL r 11 E FACED SIGN-FRONT labSQUARE FEET) V 1 SIDE: SCALE 3/4"SCALE ., TX 2328 Fletence Avenue Taln tlh p prtyt,d g 5g C p y O AFFROVED Il 11,IFN STRl CKLANDBROTHERS NORTHRICHLANO HILLS,82 X' C Cincinnati,OH 45206 P t Red d U.S.Copy ghtL d h II UL I. I111 D-DEFE SNOW,NORTH RICHLANO HILLS,TX,Jfi182 .Plll" NB /II IIt.I 31V2024 EP - - - - (513)2416775 FAX(513)2415060 andm y tb reprod d used n y u.l11 �u ESSICA REYNOLDS T n--th tth—pr d tt—o ent y PAGE I'.I III I RYAN PARKER Atlantic Sign Company atNaiillltlii:slljignco�apmare ii coma Intl ntDsg c p nv 9 M, * „iw, III)IIF�FII 107031 STRICKLAND BROTHERS_N RICHLAND HILLS_T W-ST PERM!, ...., ...., ...., ...., Payed Df4 ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ....,w, 11545'Al.BERNARDO COURT Page 2&4 w µ LAW y SUITE 201 SAN DIEGO.CA 92127 °�) I PROJECTId ANAGER�SULLAINWENGCOId I I PHONE.1-85E3115150 FAX:1-85&'773534 OR SULLA^,A1r'/"1 v 11 4\4 PROJECT. STRICKLAND BROTHERS-MONUMENT SIGN-N50 BLED$NOW,NORTH RICHLAND HILLS,Tx DATE: 9-14-2623 4 mmp 1 PROJECT4: 42353 ENGINEER: JD IIIIIIP L!Isar \� I:'I(I It'd(:'Y Ph.,nc 9�8-312 1,0 Fax:8,8-7 7-3534 CLIENT: ATLANTIC SIGN COMPANr LAST REVISED: PROJECT:STRICKLAND BROTHERS DATE: 9/14/23 91 1 T 11 C F/I PROJ.NO.:42353 ENGINEER JD CLIENT:ATLANTIC SIGN COMPANY 15, ou n,1ts..pnds,feet unless Cored otherwise . Applied Wind Loads;from ASCE 7-16 PIPEIPIER FOOTING F=q2*G*Cf*Af with qz=0.002561<21<rK,V (29.3.2&29.4) C1= 1.635 (Fig.29 3 1) max.height=4.50 Kb 1.0 (26.6.2)(1 o unless unusual Wndscape) 5= 2.83 Yt Kz from table 28.3-1 Exposure=c Kd= 0.85 for signs(table 26.6-1) L. V= 115 mph G= 0.85 (26.9) weight- R203 kips A I I. 1 3A rflVlzv slh= 0.630 MDL= o.00 k-ft Bls 2.53 /M /P PDIe on-then I ght at preesure w,nd ✓' 1 4 ° n ,,,„: .y LOads c t section cg K, qz q.'G'Cf nr shear Moment Ms„ 0.8 R850 24.5 3400 S D0 0 0 ar 114 1l kGl1\IVkY 2 3.08333333 R950 24.5 34.00 20.3 690 2129 XI >.'I J" III: 20-3 690 213 (U.,) k-ft m=31 c G)d(7tl I On'IIIVG PH- 0.24 kip M= 2.13 k-ft M=sgnCMnL2+M,,,2) Cd 1111 II I_"..... M,sgd(1.2MnL'+1.OM,r2)= 2.13 k-fl tl 11 s Pole Design section;pipe M„<H,M„with M f"z f,= 35 ksi -0_9 I H Mjk41 2 regd(i) Sze('I) t(in) 2 USE II I I I/,+ION at grade 2.1 0.81 2.5 0.203 1.4 65TD PIPE, Mr,27.8 k-ft e Footing Design footprint:round 1„ I ICIV (.D t d" 11. t%Jd ��-1.3 INC 15P5-32 16C Table 180v25ecron51806.34,180].3? S=(1.3x2x) 1, ISIl.IV \I \ I ✓" +�✓ B P=0.54 kip Si=Sxd/3 A=2.34xP/(S1xh) S=400 WINIH 10CIII i I' II:oRn hAl IUL J'LCWAYA I, IVl S1=468 d-O.SxA(1+(1+4.36x h/A)^.5) IBG 180T-3 21 L AS A 1 7 1 L 96 IHIA11, fle�n Clc6N3e�'+',v�' A=1.79 111\ ICJI'Iv /la rcIi / v i'r,F ill l<till 7t 4'�S G4 t' !,I a s7owa���a /,. r u �'1 In 1 I v111 1 my 1 n�: footing:1' -B' dia. 3' -6" deep 1- 111. '2I ION ll1, I I1II "1[ 1? 9-14-23 it V1CFu_Sol AId11;^F;11 LI,,,!➢00IPLI) 'I" \ lI1A.NUJ0d5 r111 INIIl 'In1C.IJl'ARIC01HIIV, ., 2328 Florence Avenue Taln tlh p pndt,d B 5g C p y O AFFROVED Il 11,IFR 145p�RI IRLANOBROTHERS NORTHRICHLANO X,76182 X' C Cincinnati,OH 45206 r t Red d U.S.Copy ght L d h II UL I. II I 64511 ROFE SNOW,NORTH RICHLAND HILLS,TX,Jfi182 fil anntl...Plll";;!_ NB /II I I,I 31y2024 EP (513)2416775 i FAX(513)2415060 andm y tb repmd d used in y u.IL u ESSICA REYNOLOS T nnerwth tthe expr d tten co y PAGE I'.I III 1112-RKER ent 18 c Sign Company atNaii111uIIHs1111 mnconM llma9 ii corn Intl nt�sg c p ny 10* M, * „iw, IIII IIF�I,iI 10J0315TRICKLANO BROTHERS_N RICHLAND HILLS_�WESTPERMI, Page 4 of 4 n��YiC SULLAWAY Pl1.nx 2R]R.SD C. IHR Page 3of4 ��„W II1 iE �( n6: 11 .gnetcmm M'III 1 Ji I.EI-�I �(:''r Yhoo..-31x xI V} "1771514 PROJECT:STRICKLAND BROTHERS DATE: 9/14/23 PROD.NO.:42353 ENGINEER: JD wlili; SULLAW^Y IISa w.a tii-� b n �n yzl�, CLIENT:ATLANTIC SIGN COMPANY �IIh 1 ,`4 C r I j E f I I N I 3 Ph Longitude Direction units,pounds feet-mess nmad ome,&i PROJECT:STRICKLAND BROTHERS DATE: 9/14/23 applied shear at grade v= 0.49 kip unfactored load 0.817 k LRFD PROJ.NO.:42353 ENGINEER: JD applied moment at grade m= 1.278 kip-ft unfactored load 2.13 k-ft -RFD CLIENT:ATLANTIC SIGN COMPANY depth cf soil above footing hs 0 ft Is units;pounds,feat unless nmed tharwi- allowable soil bearing p= 2.0 ksf Applied Wind Loads;from ASCE 7-16 MASONRY/SPREAD FOOTING weight of CMU can w1=0.346 k (9'-4".ff-21/4"x1'-7)x0.1251,cf F=gz'GCf'Af with qz=0.00256KzKz1KdV (29.3.2&29.4) weight of masonry base w2=4.334 k ((2'-3 3/4"10"xV-10"))xV-4"x0.125kef Cf= 1.416 (Fig.29.3-1) max.height=5.33 Total weight w= 4.7 k (w1+w2) Kn 1.0 (26-82)(=1-0-maSS nasa -dscapa) s= 5.33 Spread Footing Design Kz from table 28.3-1 Exposure=c Kd= 0.85 for signs(table 25.6-1) moment m= 1.8 k-ft at base of footing V= 115 mph Footing size(ft) b=11.00 L= 1.5 h= 1.00 S=4.1 G= 0.85 (26.9) weight= 0-278 kips Footing Weight= 2.5 k sifin.go weight= 4.7 k sail 0.00 t-l=d.is s/h= 1.000 M-L= 0.00 k-ft Overturning: M 5 M,>1.SM 3.0352 ok B IS= 1.69 soil pressure; max= 0.862 ksf ok forces on concrete pad; V= 5.3 k V,= 9 k Pale Smi height at pressure wind M= 2 k-ft Mr= 3 k-ft Leads omponent gai c g. 14 q. q,'GCI AI r shear Moment Mw Check Slah; 1 0.8 0.850 24.5 29.43 15.0 442 368 =0.9 fy= 50 ksi f,= 2.5 ksi 150 IIS02 2 3-08333333 0.850 245 2943 5.2 153 471 Flexure As 0.15 d= 6.0 In 3 4.82291667 0.850 24.5 29.43 5.8 171 825 I,M,p�,A,f,(d-a12)= 48 k-in =4.04 k-ft Mr-+M„ ak 4 5.23958333 0.850 24.5 29.43 1.8 52 270 .-AI)0.85fui 0.032 In sums 27 rm.8 817 1.93 (M„�) k-ft a =2.4 Check minimum A„m,=2sgn(fjbdff,�= 1.98 200bdt, 2.64 or1-333A5 0.20 In' for s/h=1,add 10%(rice fig.29.4-1): x 1.10 2.13 Use As= 6.20 in' P,- 0.33 kip M= 2-13 k-ft M-Sgn(Mor`+M„`) short direction vs 2/(I3+1)= 0.8 with 3- 1.5 short direction; yAs 0.16 in' M,-sgn(1.2M-I2+1.OMi- 2.13 k-ft USE#4 @ 12"Each Way Shear;I,v,42sgrt(f")bd )IVY 59.4 =015 v,=0V" ok ., 2328 Florence Avenue Taln drawing p ndJ Atli g 5g C p y O APPROVED " Il 11,IFN STRI CKLAND OWNORS NORTHRICHLANO X,76182 X' C Cincinnati OH 455206 p t Red d U.S.Copy ght L d hall UL I. II I II P DAVID ESTuIE SNOW,NORTH RICHLANO HILLS,TX,Jfi182 Atlantic.Pill" NB /II IIt.I 31y2024 EE - - - - (613)2416776 FAX(613)2416060 andm y tb repnad d used in y u.11l �u ESSICA RUNOLDS 1 nnerwth tJI expr d tten co y PAGE I'.I III 1312024RYAN RKER ant 18 Sign Company dmNaiilii llnsllll mnconM lllmauiiy coo fAd nt�sg c p ny 11 IIII II-11 1070315TRICKLAND BROTHERS_N RICHLAND HILLS Ix WESTPERMI, "K NOKTH KICHLAND HILLS SIGN REVIEW BOARD MEMORANDUM FROM: The Office of the City Manager DATE: June 24, 2024 SUBJECT: SRB24-0013 Public hearing and consideration of a request from Hoar Construction for a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances at 8851 Boulevard 26, being 5.52 acres described as Lot 4R1, Block 2, Walker Branch Addition. PRESENTER: Clayton Comstock, Managing Director of Development Services SUMMARY: On behalf of Merlin Entertainments, Hoar Construction is requesting a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances. The site is located at 8851 Boulevard 26. The applicant is requesting a variance to allow thematic signage on the fence adjacent to Boulevard 26. GENERAL DESCRIPTION: The site is located on the northwest side of Boulevard 26 adjacent to the NRH2O Family Water Park. The subject property is the former location of the Mountasia entertainment facility and is currently being redeveloped into a Peppa Pig theme park. The park will include a fence around the perimeter of the site. Most of the fence adjacent to Boulevard 26 and the southeast tip of the property would be a precast concrete wall, with other portions of the fence being vinyl-coated chain link similar to the NRH2O Family Water Park. During the building permit review for the fence, it was noted that the plans indicated a portion of the wall adjacent to Boulevard 26 would include thematic graphics associated with the park. For commercial properties, the sign regulations allow permanent signs including ground signs, such as monument signs, and wall signs attached to buildings. The regulations do not include any allowances or standards for signage on fences. Due to the unusual nature of the proposed signage, the owner is seeking a variance to allow thematic graphics to be installed on the fence adjacent to Boulevard 26. far:, "K NOKTH KICHLAND HILLS The supporting materials for the variance application are attached. The materials include a copy of the application explaining the reasoning for the variance request; an exhibit showing the location and construction details of the concrete wall; and exhibits showing the type, size, and location of the thematic graphics to be placed on the wall. The request is being processed as a variance application, which would waive certain sign standards for the property. The Board may include appropriate conditions as part of the approval of a variance request. The affirmative vote of four Board members is required to approve a variance. On April 22, 2024, the Board approved a separate variance application to allow a pole sign to be constructed on the property. A public hearing is required for consideration of a request for variance. Notice of the public hearing was published in the newspaper and mailed to all owners of real property within 200 feet of the site. OPTIONS FOR BOARD CONSIDERATION The Sign Review Board has the following options on this application. 1. Approve the variance as presented. This action would approve variances to the sign standards and allow thematic graphics on the perimeter wall to be constructed as presented. 2. Approve the variance with conditions. This action would approve variances to the sign standards for ground signs, subject to the owner making modifications to its size, location, or design as directed by the Board. 3. Deny the variance. This action would require signs to be built in compliance with sign standards, which would not permit thematic graphics on the perimeter wall. RECOMMENDATION: Approve SRB24-0013. ......... .... '19 N .......................... .... ]1 LSTEa ,.., ........... / r .................5�„P�TFCICFC : : � _...y., e................................ �IIV� i u 4i � IIIIIIIIIIIIIIIIIIIIIIII u�m��W � �p� !C�'BR1AN � cV wjip0w II o Q W�6 a III„r �.7 m uuuuuuuuuWllll ....(7 Z.... wu 0�.......... ..... ,,.-��,,. pplppi�VW°VIIVW VVVVIIVVW� U u u II@ 6 1-101 �6 Q kill 0 ... a.. NON DISCLAIMER:This product is for informational purposes and may not N have been prepared for or be suitable for legal,engineering,or surveying n Feet purposes.It does not represent an on-the-ground survey and represents N 0 200 400 800 1,200 1,600 only the approximate relative location of property boundaries. ` fir a �l% � E v« �"" • `yr x �d m Mire),� '� a,"Vri '' r �" w���aikYfr �Pr� I „�� �Mr r, �f���.�M '.- i!.,5v, • �e;���'S fish �ij/pu;�"i�r ;r ✓/ y k �„ %r } yn %ir;.;k& 1�ar r 1 u, r, 4ar,,. ,r �/�! � ,5�' �l✓�✓%y� ,��///fib/ �a fir" �� rel I ,/`i 1 Ca ;,� y � �;' u f r � r II I u ' / r "i W j ,� rn ✓ !f ;y � w . ri� J r� /lr r r � I`�"^. � r,� ! � y�f f w''r >✓ �,r,,,,,,,�„ � L' ,,,,m�lY ,l•ro, ,! /� J „/°�a,.r r� � ,,A i1 �,� F, l/i% ' Il' r�$'f.',r N1 � P/�A<�a`�^',� ='U /f!i//If r��:V��,u y�rJ ,,{'�d yrv','"��'baS 1"• �f w r v ""f `",. /� � ± ;' { "rr{r� az /`''� � r t✓�rre :Hn f�'krj�?r" r p , }� �,,: r/� xwr a✓ r/ r�r c� �� /� r 1 • r r / ��IIC�I r ,, • �" �,k J%� �ll ff/'lr(ril l� r :✓' %I rrr/r(firir fwy�/ ' • ", ". o/ r ur 1. r1 f1r(f l�fr��t ✓ lfi , i "„ ;; ,,,.. � ' :..: 4 � ,�''u"w d: 'P✓� :,;. �; :=, 11(rriry .,r ��� DISCLAIMER:This product is for informational purposes and may not N have been prepared for or be suitable for legal,engineering,or surveying n Feet purposes.It does not represent an on-the-ground survey and represents N 0 200 400 800 1,200 1,600 only the approximate relative location of property boundaries. " RH PUBLIC HEARING NOTICE NO TH KICH AND HILLS CASE: SRB24-0013 You are receiving this notice because you are a property owner of record within 200 feet of the property requesting a sign variance as shown on the attached map. APPLICANT Hoar Construction LOCATION 8851 Boulevard 26 REQUEST Public hearingand consideration of a requestfrom Hoar Construction for a variance to Chapter 106 (Signs) of the North Richland Hills Code of Ordinances at 8851 Boulevard 26, being 5.52 acres described as Lot 4R1, Block 2, Walker Branch Addition. DESCRIPTION Variance request to allow a signage on a screening wall adjacent to Boulevard 26. PUBLIC HEARING DATES Sign Review Board 7:00 PM Monday, June 24, 2024 MEETING LOCATION City Council Chamber-Third Floor 4301 City Point Drive North Richland Hills, Texas People interested in submitting letters of support or opposition are encouraged to contact the Planning & Zoning Department for additional information. Letters must be received by the close of the Sign Review Board public hearing. Because changes could be made to requests during the public hearing process,you are encouraged to follow the request through to final action by the Board. Planning and Zoning Department 1 4301 City Point Drive - NRH, TX 76180 817-427-6300 1 www.nrhtx.com I planning@nrhtx.com E a17� � r�s( rM � d>r ��r � ' ✓ChM'rr,,,, �d� � � b�~a � � � � "� �,� �� / ffVy /�I U x M �fM1� � ' d '� ��/ ,i F r r r�✓�Nl g,� f/ � g r P g a /li Y � � IIIIIIIIIIIIIII �� I � r � 1, I J�7yJJJJJy'J�JJJ/)JJ�ygi)JJJ�' , Planning and Zoning Department 4301 City Point Drive - NRH, TX 76180 817-427-6300 1 www.nrhtx.com I planning@nrhtx.com NOTIFIED PROPERTY OWNERS SRB24-0013 CITY OF HURST COMMUNITY DEVELOPMENT 1505 PRECINCT LINE RD HURSTTX 76054 MERLIN ENTERTAINMENTS THEME PARK LLC 25 WEST ST BH15 1LD LINK HOUSE DORSET ENGLAND UK BH15 1LD SDI#2637 N RICHLAND HILLSTX 1015 S MAIN ST DUNCANVILLE TX 75137 ORASCOM GROUP LLC 1521 WAGONWHEELTRL KELLERTX 76248 TARRANT COUNTY JUNIOR COLLEGE 5301 CAMPUS DR FORT WORTH TX 76119 8403 ............... ............... ............... 7 . ............... .... .. ............. 9001 9 8867 001 8350 8735 wN 8875 lip ................ ................... ............... ............... ............... ................. 828 8515 8733 8613 im IIIII WIC 87�� /8551 DISCLAIMER:This product is for informational purposes and may not N --------L have been prepared for or be suitable for legal,engineering,or surveying Feet r I J purposes It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 0 80 160 320 480 640 APPLICATION INFORMATION Sign Review Board Case SRB24-0013 8851 Boulevard 26, North Richland Hills,Texas The following information was submitted with the application on the NRH E-SERVICES PORTAL on May 16,2024. SIGN REVIEW BOARD APPLICATION 1. List the pertinent section(s) of the Sign Regulations and indicate the specific interpretation(s), variance(s), or nonconforming use exception(s) being requested. New theme park-requesting signage on the exterior perimeter fence 2. State the grounds for the request and detail any special conditions that cause hardships that in your opinion justify the variances or exceptions being requested. Explain any unique circumstances, if applicable, not considered by the Sign Regulations. Perimeter fence around the entire theme park and would like to place signage on this fence at the front entrance APPROACI�i WEl,.,C0ME G I 1C DAI.A.AS w kda�srri�,, d �r 21 Additional 1011 added to soften edge FRONT ELEVATION i II III I ')Jy/"dlyJ'��Jy J)JJf PPTf 2023-DF_-FiF_S-ADT-001 �/Gi�� PEPPA PIG DALLAS IN(Yr IPIP I OViIID Peppa Family Car Relief DALLAS,TEXAS I:inal location and vvall detail tbc, TABLE OF CONTENTS GENERAL NOTES PAGE TAG DISCRIPTION. NOTE I DISCRIPLION. 259 0 COVER PAGE 1 ALL DIMENSIONS ARE IN INCHS U N 0. 2 259.1 OVERALL DETAIL 3 2592�FINISHDETAIL REVISIONS ��IPTIO NTTAL DRAWING 7 PEPA FAMILY CAR f , IRA Attract-1,Enters nment Solutions """""""'"" PROJECTN R-mone a���s ° PEPPA PIG DALLAS 328 Bus ness Rark el d 6F6 n FEm PP40 Peppa Family Car Relief 0 ASESJacksonville FL 32256 DALLAS TEXAS 0 258.0 (904)2606689 �F a, CLIENT DRAWN BY ENGINEER, Lc'@# (ARCH REF 1 4UANITY Date dv MEHDI AMINI Ilmllmllmllmllmllmllml aandesoluaons.com '""'"""` Teo TBD 2240.258 1 denuery2 zoza IN CDT AIPIP I OV I D 100-5/161, Intel location and vvall detail tbc, ....................................................................................................................................................................................................................................................................... j, �VERAI DETAIL 3/4!'TYPE ONE PVC ATTACHED TO WALL W/ STAINLESS THREADED ROD 9-1116, 133-3/9' Cis (Z3 c:3 C�3 HIV LOCATION A--li,,,,&E —'.IA FROJECT# R-m—: ------------- k 81W. 6F6 PEPPA PIG DALLAS Peppa Family Car Relief 2240 DALLAS,TEXAS IL k—vill,FL 32256 ZL 258.1 ASES ..(s9'0"4')'"2'6'0'.6'61 9 CLIENT� DRAWN BY IENGINEER, �� LOB ARCH REF IQUANITY Date MEHDI INI Ilmllmllmllmllmllmllml --d—IA—s—m TBD I I TED 2240.258 1 h—n 2,2024 IN CDT AIPIP I OV I D inal location andwall detail tbc, ......................................................................................................................................................................................................................................................................... WHITE (PAINTED EDGES VINYL PRINT ON FACE) I............ rTi..........m COLOR DETAIL LIM"M17 A—i—1,1"l—i" S81A.- JECT# R-mo—------ ------ 1132813.si— Park W. PEPPA PIG DALLAS Peppa Family Car Relief 2240 DALLAS,TEXAS IL k—vill,FL 32256 258.2 ASES (s9O4)260.6689 CLIENT� DRAWNBY INIIIIIR, I F1*4 AICI III WIMITY iNte,1 TEE 2 --d—IA—s—m TBD 1 0.258 1 h—ry2,2024 PEPPA PIG DALLAS IN(Yr IPIP I OViIID Grandpa Pig Family Car Relief DALLAS,TEXAS I:inal location and vvall detail tbc, TABLE OF CONTENTS GENERAL NOTES PAGE TAG DISCRIPTION. NOTE I DISCRIPLION. 259 0 COVER PAGE 1 ALL DIMENSIONS ARE IN INCHS U N 0. 2 2E9.1 OVERALL DETAIL 3 2E92�FINISHDETAIL REVISIONS ��IPTIO NTTAL DRAWING 7 GRANDPA PIG FAMILY CAR RELIEF IRA Attract-1,Enterranm—Solutions """""""'"" PROJECTN Rao�a�ooa a���s ° PEPPA PIG DALLAS 328 Bus ness Rark el d 6F6 n FEm 224p Grandpa Plg Family Car Relief 0 ASESJacksonville FL 32256 DALLAS TEXAS 0 �f Cf1 0 (904)2606689 �F a, CLIENT �DRAWNBY ENGINEER, Lc'@# (ARCH REF 14UANITY Date Ld�7 MEHDI AMINI Ilmllmllmllmllmllmllml aandesoluaons.com '""'"""` Teo TBD 2240.259 1 denuery2 zoza IN CDT AIPIP I OV I D 3/4!'TYPE ONE PVC inal location and wall detail tbc,ATTACHED TO WALL W/ STAINLESS THREADED ROD ......................................................................................................................................................................................................................................................................... 9w %msMo- o "N �VERAL DETAIL -1"1rz 1 0 100 26-15/16" 112-7/16" (Z3 LOCATION C�3 A--li,,,,&E .IA FROJECT# R-mo- ------------- III 1",in...Park 81W. FEm PEPPA PIG DALLAS Grandpa Pig Family Car Relief 2240 DALLAS,TEXAS IL Jacksonville FL 32256 ZL 259.1 ASES (s9O4)260.6689 CLIENT� DRAWNBY IENGINEER, �� LOB ARCH REF IQUANITY Date MEHDI INI Ilmllmllmllmllmllmllml --d—IA—s—m TBD I I TED 2240.259 1 h—n 2,2024 IN CYT AIPIP I OV I ID inal location and wall detail tbc, ft�TE ........................................................................................................................................................................................................................................................................ (PAINTED EDGES VINYL PRINT ON FACE) mff&ft, 0,00......14', COLOR DETAIL -I�1TS LM7 Attract,,,,&Enters m—t S81,ti FROJECT0 R-mo— III 1",in...Park I,d.o6F6 PEPPA PIG DALLAS Grandpa Pig Family Car Relief ------------- 2240 DALLAS,TEXAS IL Jacksonville FL 32256 259.2 ASES ('904)260.6689 CLIENT� DRAWNBY ENGINEER, :: LOB ARCH REF IQUANITY D,te, 2L --&sol.aons.— TBD 1 TED h- 2240.259 1 ry2,2024 I I PEPPA PIG DALLAS IN(Yr IPIP I OVIire Mr. Potato Car Relief DALLAS,TEXAS I:inal location and vvall detail tbc, TABLE OF CONTENTS GENERAL NOTES PAGE TAG DISCRIPTION. NOTE I DISCRIPLION. 260 0 COVER PAGE 1 ALL DIMENSIONS ARE IN INCHS U N 0. 2 26D.1 OVERALL DETAIL 3 26D2�FINISHDETAIL REVISIONS ��IPTIO NTTAL DRAWING Mr.Potato Car Relief W� �EN 1111 �r IRA �3F .fin, Ataact on&Enters nment Solutions """""""'"" PROJECTN R-mona a���s ° PEPPA PIG DALLAS 328 Bus ness Pa k el d PP40 Mr Potato Car Relief 0 ASESJacksonville FL 32256 DALLAS TEXAS 0 2CU.0 (904)2606689 �F a, CLIENT DRAWN BY ENGINEER, Lc'@# (ARCH REF 1 4UANITY D fS VV MEHDI AMINI Ilmllmllmllmllmllmllml aandesoluaons.com '""'"""` Teo TBD 2240.260 1 denuery2 zoza IN CDT AIPIP I OV I D inal locaflon and wall detail tbc, ......................................................................................................................................................................................................................................................................... 314!'TYPE ONE PVC A/9' ATTACHED TO WALL W/ STAINLESS THREADED ROD �VERAL DETAIL 63-7/8" 18- 157-5/16" LOCATION LIM"M17 A—i—1,1"l—m—,181.ti FROJECT0 R-mo- 0 ------------- 1132813.�m—P�k W. PEPPA PIG DALLAS Mr.Potato Car Relief 2240 DALLAS,TEXAS IL k—vill,FL 32256 ZL 260.1 ASES (s9O4)260.6689 CLIENT� DRAWNBY ENCINEER, JOB* ARCH REF IQUANITY Da�, TBD IMEHDI INI I TED 2240.260 1 Jmmu 2,2024 IN CDT AIPIP I OV I ID I:inal locaflon and wall detail tbc, ......................................................................................................................................................................................................................................................................... WHITE (PAINTED EDGES VINYL PRINT ON FACE) J t � COLOR DETAIL A--li,,,,&E —5.1A FROJECT# R-mo- ------------- k 81�d. PEPPA PIG DALLAS Mr.Potato Car Relief 2240 DALLAS,TEXAS IL k—vill,FL 32256 ZL 260.2 ASES ..(s9'0"4')'"2'6'0'.6'61 9 CLIENT� DRAWN BY IENGINEER, ���OB* ARCH REF IQUANITY Da�, MEHDI INI Ilmllmllmllmllmllmllml --d—IA—s.— TBD I I TED 2240.260 1 Jmmu 2,2024 PEPPA PIG DALLAS IN CYT IPIP I OVIID Blue School Bus Relief DALLAS,TEXAS I:inal location and vvall detail tbc, TABLE OF CONTENTS GENERAL NOTES PAGE TAG DISCRIPTION. NOTE I DISCRIPLION. 2610 COVER PAGE 1 ALL DIMENSIONS ARE IN INCHS U N 0. 2 261.1 OVERALL DETAIL 3 2612 FINISH DETAIL REVISIONS ��IPTIO NTTAL DRAWING BLUE SCHOOL BUS RELIEF 47 IRA Ataact on&Enters nment 9oluaons """""""'"" PROJ6CTN R-mone a���s ° PEPPA PIG DALLAS 11328 Busness Park Blvd TM` 2240 Blue School Bus Relief 0 - ---------- ASESfacksonhlle FL 32256 .u=amp===^rsxereem. DALLAS TEXAS 0 261.0 (904)2606689 �F a, CLIENT DRAWN BY ENGINEER, Lc'@# (ARCH REF 1 4UANITY DaS VV I MEHDI AMINI Ilmllmllmllmllmllmllml aandesolutions.com '""'"" TBD TBD 2240.261 1 daaaaP22024 IN CYT AIPIP I OV I D inal locaflon and vvall detail tbc, 152-9/16" .......... 3/4!'TYPE ONE PVC ATTACHED TO WALL W/ STAINLESS THREADED ROD �VERAL DETAIL 45" 42-7/16" EZZ 0 ,0,0,001000 LOCATION LM7 A--li,,,,&E —'.1A FROJECT# R-mo- ------------- k 811 PEPPA PIG DALLAS Blue School Bus Relief 2240 DALLAS,TEXAS IL k—vill,FL 32256 ZL 261.1 ASES ..(s9'0"4')'"2'6'0'.6'61 9 CLIENT� DRAWN BY IENGINEER, �OB* ARCH REF IQUANITY Date, MEHDI INI --d—IA—s.— TBD I I TED 2240.261 1 Jmma 2,2024 IN CDT AIPIP I OV I D inal locaflon and wall detail tbc, ......................................................................................................................................................................................................................................................................... WHITE (PAINTED EDGES VINYL PRINT ON FACE) COLOR DETAIL Attract—1,Enters —,Solutions PROJECT# R-mo— PEPPA PIG DALLAS 11328 13.m—Park 31W. Blue School Bus Relief 2240 IL J��k—vill,FIE 32256 DALLAS,TEXAS 2L 261.2 ASES (s9O4)260.6689 CLIENT� DRAWNBY ENCINEER, :: LOB ARCH PET IQUANITY DRR,, MEHDI INI 1 TOO I TED 2240.261 h—P2,2024 PEPPA PIG DALLAS PLANE RELIEF N '1F A,IP'IP'IR OV IEII DALLAS,TEXAS Location tbc, Oi ientaion crP graphic;likely�C I:r¢=.changed TABLE OF CONTENTS GENERAL NOTES PAGE TAG DISCRIPTION. rOTtDIPTION 2b/0 COVER PAGE 1MENSICHS AREININ.,HS J.N.C. 2 2571 OVERALLDETAL :i 2b/2�FINISHDETAL REVISIONS # DATE DI SCRIPTION. Aoril3,2(7Z3 SUBMITTALDRAWING IIII�IIIIII ,,,,,III. Aaaa on&Enrerta nment Solut ons Inc ""°""�"°` PROJECT# Reosesone m°° W,°° PEPPA PIG DALLAS 11328 Bus ness Park Blvd 2240 PLANE RELIEF 0 - --------- ASESjuksonhlle FL32256 DALLAS TEXAS © 257.0 (904)2606689 CLIENT DRMAN BY' ti ENGINEER M REF 4UH JOBS ARCMlTY DaNe anduolut '"'"'°"'"` TBD Deik 1""'s TBD 2240.257 1 A1,13,B121 N 01F A,PIPIR OV�E D Location tbc, 289-1/2' Orin nlRaion oT graphic likely bo changed ,6 1 OVERALL DETAIL 28-1/2" T- 78—PLANE LOCATION \ El ME M— PER, Attract PROJECT# R--. PA PIG DALLAS ------------- 328 ,,i:,,FP,,kB PEP PLANE RELIEF '�d 2240 IL J� IL �� 257.1 &sowll, L32251 DALLAS,TEXAS MES (904)260.6689 CLIENT DRAWN BY ENGINEER :::�B# ARCH REF, QUANJJY duol.iom,o. 1:�D 2240257 1 DMtRApl13,20A 101F A,PPR OV IE IID Location tbc CDT&Trraicrn&graphic;likely To I')e changed BOTH ROPE PIECES PAINTED DARK BLUE OUTLINE COLOR EDGES PAINTED TO MATCH VINYL BANNER GRAPHIC VINYL PLANE GRAPHIC BANNER EDGED PAINTED TO MATCH DARK BLUE OUTLINE EDGED PAINTED WHITE ATIN FINISH UVAUTOMOTIVE SATIN FINISH wdN VINYL GRAPHIC FOR EARS ABOVE WALL m ii OR JC FINISH DETAIL Attacton&Entercanmerrc SoWto- °'"'='"m""^� PROJECT# R ione a PEPPA PIG DALLAS ----------- PLANE RELIEF sea eas lless Park Bmd .�, 2240 .. Jacksom lle FL 32266 DALLAS TEXAS 0 �fC7�f (904)2606689 a, CLIENT DRAWN By ENGINEER TG`* ARCH REF ;4URNITV' Late LJ/ L Ems ^ mac.. =A&ES —duolunom,om ""'"' Teo ° kt`"' TBD 2240.257 1 APm s,2023 m FENCING SCHEDULE SITE / i P ��a, vernxo ac�uvEx�rnxE � - �� �° .xo�xaxaaooE '' --- I r amoa..aa� a�.F ,awE @,oa�aa� 0 r�r , � 0 w WLU ps c)w �o O a x Precast wall is in red and then highlighted a yellow is where the signage reliefs will go � Y , f �„ ✓ // w 9g3eee LF 1.00 GENERAL NOTES: CODES AND STANDARDS � CUSTOMER Hoar Construction,LLC • STRUCTURAL DESIGN BASED ON THE 2018 INTERNATIONAL BUILDING CODE. eer rr Al Al 1 rw.a PROJECT DESIGN Peppa Pig • WIND SPEED=99 MPH(3 SEC GUST) 76.7 MPH(NOMINAL) 8851 Boulevard 26 • EXPOSURE-B North Richland Hills,TX76180 • Kd=0.85 • CONSTRUCTION TYPE-I OR II(NONCOMBUSTIBLE MATERIALS) PROJECT NUMBER: JD 4877 SOIL • PROPERTIES PER GEOTECH ENGINEERING REPORT, WALL TYPE: PROJECT NO.23-0162,PREPARED BY RINER ENGINEERING )WpP • ALLOWABLE BEARING CAPACITY=2000 PSF ; fj 8 Ft. Permawall 2.0(Sand Finish) • ALLOWABLE LATERAL PASSIVE PRESSURE=275 PCF CONCRETESTRENGTH ,,r'; WIND DESIGN:99 MPH(3 Second Gust) • MINIMUM 28 DAY COMPRESSIVE STRENGTH OF PRECAST 76.7 MPH(Nominal) ELEMENTS F'c=5,500 PSI v- • MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CAST IN EXPOSURE:B PLACE CONCRETE F'c=3,000 PSI MATERIALS: RISK CATEGORY:1 • CEMENT PER ASTM C-150 TYPE 1 AGGREGATES FOR CONCRETE: • NORMAL WEIGHT AGGREGATE:FINEAND COARSE • iII ��E OF j�� AGGREGATE PROVISIONS AND TEST METHODS SHALL t......,,.f tiP. dq MEET ASTM C33.MAXIMUM AGGREGATE SIZE OF 3/4". II 36o En®veer ngGmup,PLLC 5.•' �y(/�y S QQ ww 36Cen99rouP *0, ADMIXTURES II ���le p.................................p • NO ADMIXTURES SHALL CAUSE AN INCREASE IN x"�l V�Su rn „(' 1z01 easy 3rd St— 0 LLIAS K.JOHAMWIN ,%f Tulsa,OK74120 j/�/�gQ,•y :�v0 vv II I�� � elasla.nz4 SHRINKAGE WHEN TESTED IN ACCORDANCE WITH ASTM C494 AND C157 �� II DELIVERY OF CONCRETE: • DISCHARGE OF THE CONCRETE SHALL BE COMPLETED sR 03�27�2024 WITHIN 1-1/2 HOURS AFTER THE INTRODUCTION OF THE iII MIXING WATER TO THE CEMENT AND AGGREGATES OR THE INTRODUCTION OF TH E CEMENT TO TH E AGGREGATES. III Al Added Concrete Mow Strip • WATER SHALL NOT BE ADDED IN THE FIELD UNLESS iII APPROVED BYTHE ENGINEER. iII UTILITIES iII NOTES: • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 1)Contractor Shall Refer to Civil Drawings for Overall Wall Layout. LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES PERMACAST, LLC. DRAWING INDEX PRIOR TO CONSTRUCTING THE FENCE AND/OR FOUNDATIONS.CONTRACTOR SHALL NOTIFY LOCATION OF 6015 21st Street East,Bradenton,FL 34203 DWG.NO. TITLE ALL UTILITIES TO BOTH THE OWNER AND SITE ENGINEER TEL 888.977.9255 PRIOR TO CONSTRUCTING FENCEAND/OR FOUNDATIONS. SHEET 1 COVER SHEET&GENERAL NOTES SHEET 2 8'PERMAWALL 2.0 DIMENSIONS SHEET 3 2.0 FOUNDATION,COLUMN,&PANEL DETAILS (*):20'-0"-Contact Manufacturer for Exact Center to Center Distance 20'-0"(•) 20'-0"(•) 20'-0"(•) WALL PLAN VIEW-GENERAL DIMENSIONS -t2"CONCRETE SCALE}^=10 MOW STRIP 20'-0" 20'-0" 20'-0" STANDARD COLUMNS (PER CONTRACT) SAND FINISH GROUND SURFACE FOUNDATION SH EE E T 3) \ j\\j\\j\\j\\jj\\j\\j\\j\\ VAAXF,XFF OWNER IS RESPONSIBLE FOR DRAINAGE PATTERN AROUND NEW FENCE. •, TYPICAL 8 FT.X 2.0 WALL ELEVATION-GENERAL DIMENSIONS II SCALE}-1 0 4"Wall Panel 2-#3 Cont. Reinforcement w/#3 0••••••A••••••••••••••••••••••N.. 2"Min. 0 ELIAS R.JOHANNSSON 0 Clearance Ties @ 24"O.C. 0�"p",:...... 9""... — OM 03/27/2024 l � FERNAWF 2 o PERMAwALL�� CONCRETE MOW STRIP DETAIL SCALE:iz'=1'-0" 0; SHEET 2 .0 * Foundation Schedule Wall Height Diameter(Inches) Depth(Inches) #3 HORIZONTAL 8 ft.Wall Height 24"Diameter 72"Depth on 20 ft.Centers #3 VERTICAL SAND FINISH Optional Pre-Cast Column Cap (per contract).Cap to be Bonded with Concrete Bonding Adhesive. Follow Manufacturer's Instructions. 8 ft.X 20 ft. Panel (9)-#3'S HORIZONTAL (See Reinforcement This Sheet) REINFORCEMENT EQUALLY SPACED o 8-1/2"d X 14"w Column #3 VERTICAL REINFORCEMENT (See Reinforcement This Sheet) a @ 12"O/C 4" 6 LB./CY FORTA FERRA LL FIBERMESH IN PANELS AND BEAMS GRADE LEVEL GRADE LEVEL TYPICAL 8 ft.X 20 FT.(2.0)PERMASAND PANEL —III—III—III— — 11=1 Concrete Foundation SCALE:8"=1'0" 3,000 @ psi 20'-0"o.c. 1/2"CHAMFER 1/2"CHAMFER Precast Post to Bottom of Foundation (TYPICAL) (TYPICAL) 1/2"CHAMFER oo���oOp 1_2 0 (TYPICAL) o tiPt� OF Tfkq� 2 7 1 5.•' .s0 v3 3 p....:.......................:....p +M.iw rma r gar w'r nr n T r w a 0 ELIAS R.JOHANNSSON N�IN �IN�N • �IN �IN N for 8 FT.COLUMNS •'• 9 .'moo TYPICAL MACAST 2.0 �� oQ FOR PERMACAST 2.0 PANELS(20 FT.O/C) N� N IN N ��S/�NA1F.a`� • 3. 3.. SCALE:,"'=1._0" ��00 3" 8" 3 54 54 03/27/2024 #4 Ea.Corner(Typical) 22.. ITION T :AD,,_,PCVALL LINE SOLID POST DETAIL END SOLID POST DETAIL CORNER SOLID POST DETAIL 8-1/2"X 14" 8-1/2"X 14" 8-1/2"X 14 1 1 1 6x20 COLUMIN,PANEL OFOUNDATION DETAUS 0 g SHEET 3 -0