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HomeMy WebLinkAboutPZ 2017-09-21 Agendas M RH NOKTH ILIC:HLAND HILLS CITY OF NORTH RICHLAND HILLS PLANNING AND ZONING COMMISSION AGENDA 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TX 76180 THURSDAY, SEPTEMBER 21, 2017 WORK SESSION: 6:30 PM Held in the City Council Work Room, 3rd Floor A. CALL TO ORDER A.1. Planning Manager report A.2. Discuss items from the regular Planning and Zoning Commission meeting. REGULAR MEETING: Immediately following worksession (but not earlier than 7:00 pm) A. CALL TO ORDER A.1 PLEDGE OF ALLEGIANCE A.2. Election of officers EXECUTIVE SESSION The Planning and Zoning Commission may enter into closed Executive Session as authorized by Chapter 551, Texas Government Code. Executive Session may be held at the end of the Regular Session or at any time during the meeting that a need arises for the Planning and Zoning Commission to seek advice from the city attorney (551.071) as to the posted subject matter of this Planning and Zoning Commission meeting. Thursday, September 21, 2017 Planning and Zoning Commission Agenda Page 1 of 3 The Planning and Zoning Commission may confer privately with its attorney to seek legal advice on any matter listed on the agenda or on any matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551, Texas Government Code. B. MINUTES B.1. Approve Minutes of the August 17, 2017, Planning and Zoning Commission meeting. C. PUBLIC HEARINGS C.1. SUP 2017-06 Public hearing and consideration of a request from Kevin Travell for a special use permit for an accessory building larger than 1,000 square feet on 2.015 acres located at 7504 Bursey Road. C.2. SUP 2017-05 Public hearing and consideration of a request from U-Haul for a special use permit for a waiver of the masonry requirement for an automobile shade structure on 3.089 acres located at 8213 Boulevard 26. C.3. SDP 2017-04 Public hearing and consideration of a request from Pacheco Koch Consulting Engineers, Inc., for a special development plan for the TEXRail Smithfield Station parking lot on 8.246 acres located at 6408 and 6416 Smithfield Road. D. PLANNING AND DEVELOPMENT D.1. RP 2017-06 Consideration of a request from Pacheco Koch Consulting Engineers, Inc., for a replat of Lots 2R1 and 11R1, Block H, Smithfield Addition on 8.246 acres located at 6408 and 6416 Smithfield Road. D.2. RP 2017-09 Consideration of a request from HP Civil Engineering, LLC for a replat of Lot 1R, Block C; Lot 2R, Block A; and Lot 1R, Block B, Hometown-Dolce Addition on 9.824 acres located at 8900 Vermillion Street, 6021 Ashbury Street, and 6021 Parker Boulevard. E. ADJOURNMENT Thursday, September 21, 2017 Planning and Zoning Commission Agenda Page 2 of 3 CERTIFICATION I do hereby certify that the above notice of meeting of the North Richland Hills Planning and Zoning Commission was posted at City Hall, City of North Richland Hills, Texas in compliance with Chapter 551, Texas Government Code on Friday, September 15, 2017 by 3:00 p.m. n Z,0, r h rY 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. Thursday, September 21, 2017 Planning and Zoning Commission Agenda Page 3 of 3 k4RH NOM If KICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21 , 2017 SUBJECT: Planning Manager report PRESENTER: Clayton Comstock, Planning Manager GENERAL DESCRIPTION: Staff will report on general announcements related to upcoming events and development activity in North Richland Hills and items of general interest to the Commission. IqRH PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21 , 2017 SUBJECT: Discuss items from the regular Planning and Zoning Commission meeting. PRESENTER: Clayton Comstock, Planning Manager SUMMARY: The purpose of this item is to allow the Planning and Zoning Commission the opportunity to discuss any item on the regular Planning and Zoning Commission agenda. GENERAL DESCRIPTION: The purpose of this item is to allow the Planning and Zoning Commission the opportunity to inquire about items that are posted for discussion and deliberation on the regular Planning and Zoning Commission agenda. The Commission is encouraged to ask staff questions to clarify and/or provide additional information on items posted on the regular agenda. k4RH NOM If KICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21 , 2017 SUBJECT: Election of officers PRESENTER: Clayton Comstock, Planning Manager SUMMARY: The Planning and Zoning Commission will elect the following officer positions. This item was postponed from the August 17, 2017, meeting since all Commissioners were not in attendance. • Chair • Vice-Chair • Secretary k4RH NOM If KICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21 , 2017 SUBJECT: Approve minutes of the August 17, 2017, Planning and Zoning Commission meeting. PRESENTER: Clayton Comstock, Planning Manager SUMMARY: The minutes are approved by majority vote of the Commission at the Planning and Zoning Commission meetings. GENERAL DESCRIPTION: The Planning and Zoning Office prepares action minutes for each Planning and Zoning Commission meeting. The minutes from each meeting are placed on a later agenda for review and approval by the Commission. Upon approval of the minutes, an electronic copy will be uploaded to the City's website. RECOMMENDATION: Approve minutes of the August 17, 2017, Planning and Zoning Commission meeting. MINUTES OF THE WORK SESSION AND REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF NORTH RICHLAND HILLS, TEXAS HELD IN THE CITY HALL, 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TX 76180 AUGUST 17, 2017 WORK SESSION The Planning and Zoning Commission of the City of North Richland Hills, Texas met in work session on the 17th day of August, 2017 at 6:30 p.m. in the City Council Workroom prior to the 7:00 p.m. regular Planning and Zoning Commission meeting. Present: Randall Shiflet Place 4, Chairman Don Bowen Place 3, Secretary Justin Welborn Place 1 Steven Cooper Place 7 Mason Orr Ex-Officio Absent: Bill Schopper Place 6, Vice Chairman Jerry Tyner Place 2 Kathy Luppy Place 5 Staff Members: Clayton Comstock Planning Manager Clayton Husband Principal Planner Chad VanSteenberg Planner John Chapman Planning Technician A. CALL TO ORDER Chairman Randall Shiflet called the meeting to order at 6:31 p.m. A.1. PLANNING MANAGER REPORT Planning Manager Clayton Comstock announced the upcoming events in the city and gave a summary of City Council Action from their August 7, 2017 meeting. Commissioner Justin Welborn discussed notes taken from a Residential Strategies Presentation to Southwest Bank on August 16, 2017. August 17, 2017 Planning and Zoning Commission Meeting Minutes Page 1 of 6 Chairman Randall Shiflet asked staff if the Strategic Plan Committee will consider the information shared by Commissioner Welborn. Mr. Comstock stated the Committee would receive the information presented by Commissioner Welborn. Chairman Shiflet stated based on the information presented by Commissioner Welborn, North Richland Hills is in an interesting position having a wide variety of lot sizes. Commissioner Welborn added that the Committee has talked a lot about density and what to do with the last of the vacant land. Mr. Comstock stated that the Committee has talked about what the future of density should be for North Richland Hills' remaining developable property. Mr. Welborn stated the city will look far different in 50 years compared to recently developed, or developing cities in north Texas. Chairman Shiflet asked if the election of officers could be moved to the September 7, 2017 meeting due to missing members. Chairman Shiflet also encouraged the Commissioners to attend meetings as much as possible. A.2. DISCUSS ITEMS FROM THE REGULAR PLANNING AND ZONING COMMISSION MEETING. Principal Planner Clayton Husband discussed items on the agenda and asked for questions. Chairman Shiflet clarified earlier remarks concerning the Commission's attendance record. Chairman Shiflet adjourned the meeting at 6:51 p.m. REGULAR MEETING A. CALL TO ORDER Chairman Randall Shiflet called the meeting to order at 7:00 p.m. August 17, 2017 Planning and Zoning Commission Meeting Minutes Page 2 of 6 Present: Randall Shiflet Place 4, Chairman Don Bowen Place 3, Secretary Justin Welborn Place 1 Steven Cooper Place 7 Mason Orr Ex-Officio Absent: Bill Schopper Place 6, Vice Chairman Jerry Tyner Place 2 Kathy Luppy Place 5 Staff Members: Clayton Comstock Planning Manager Clayton Husband Principal Planner Chad VanSteenberg Planner John Chapman Planning Technician A.1 PLEDGE OF ALLEGIANCE Ex-Officio Mason Orr led the Pledge of Allegiance to the United States and Texas flags. Chairman Randall Shiflet recognized Mark Haynes for his eleven years of service to the City of North Richland Hills and the Planning and Zoning Commission. A.2. ELECTION OF OFFICERS Chairman Randall Shiflet postponed the election of officers to the September 7, 2017 Planning and Zoning Commission meeting. B. MINUTES B.1. APPROVE MINUTES OF THE AUGUST 3, 2017, PLANNING AND ZONING COMMISSION MEETING. APPROVED A MOTION WAS MADE BY COMMISSIONER COOPER, SECONDED BY COMMISSIONER BOWEN TO APPROVE MINUTES OF THE AUGUST 3, 2017, PLANNING AND ZONING COMMISSION MEETING. MOTION TO APPROVE CARRIED 4-0. August 17, 2017 Planning and Zoning Commission Meeting Minutes Page 3 of 6 C PUBLIC HEARINGS CA. SUP 2017-05 PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM U-HAUL FOR A SPECIAL USE PERMIT FOR A WAIVER OF THE MASONRY REQUIREMENT FOR AN AUTOMOBILE SHADE STRUCTURE ON 3.089 ACRES LOCATED AT 8213 BOULEVARD 26. PUBLIC HEARING CONTINUED TO SEPTEMBER 7, 2017. CONTINUED Chairman Randall Shiflet introduced the item, opened the public hearing, and called for Principal Planner Clayton Husband to introduce the request. Principal Planner Clayton Husband introduced the request. A MOTION WAS MADE BY COMMISSIONER COOPER, SECONDED BY COMMISSIONER WELBORN TO CONTINUE SUP 2017-05 TO THE SEPTEMBER 7, 2017 PLANNING AND ZONING MEETING. MOTION TO CONTINUE CARRIED 4-0. C.2. TR 2017-05 PUBLIC HEARING TO CONSIDER AMENDMENTS TO SECTIONS 118-631, TABLE OF PERMITTED USES, AND 118-633, SPECIAL LAND USE REGULATIONS, OF THE NORTH RICHLAND HILLS ZONING ORDINANCE REGARDING NETWORK NODES AS A UTILITY, ACCESSORY, AND INCIDENTAL USE. APPROVED Chairman Randall Shiflet introduced the item, opened the public hearing, and called for Principal Planner Clayton to present the request. Mr. Husband presented the request. Chairman Shiflet asked for anyone wishing to speak for or against the request to come forward, seeing no one, he closed the public hearing. Chairman Shiflet asked staff to clarify what the appropriate language of the approval needs to be. Mr. Husband stated a single motion is all that is required. August 17, 2017 Planning and Zoning Commission Meeting Minutes Page 4 of 6 Chiarman Shiflet commented that this ordiance was created to be in compliance with new state law. A MOTION WAS MADE BY COMMISSIONER WELBORN, SECONDED BY COMMISSIONER COOPER TO APPROVE TR 2017-05. MOTION TO APPROVE CARRIED 4-0. D. PLANNING AND DEVELOPMENT D.1. PP 2017-04 CONSIDERATION OF A REQUEST FROM STONE CREEK REAL ESTATE PARTNERS, LLC, FOR A PRELIMINARY PLAT OF AMUNDSON ADDITION, BLOCK A, LOTS 3-6, ON 6.91 ACRES LOCATED AT 8500 CARDINAL LANE. APPROVED Chairman Randall Shiflet introduced items D.1. and D.2. and stated the requests would be presented in conjunction with each other. Chairman Shiflet called for Principal Planner Clayton Husband to present the request. Mr. Husband presented the request. Chairman Shiflet called for the applicant to present their request. Trevor Truss, 8241 Mid Cities Boulevard, North Richland Hills, Texas 76182 presented the request. Chairman Shiflet called for Mr. Husband to present the staff report. Mr. Husband presented the staff report. Chairman Shiflet asked about access to Cardinal Lane. Mr. Husband stated there is no driveway connection to Cardinal Lane. A MOTION WAS MADE BY COMMISSIONER WELBORN, SECONDED BY COMMISSIONER COOPER TO APPROVE PP 2017-04. MOTION TO APPROVE CARRIED 4-0. August 17, 2017 Planning and Zoning Commission Meeting Minutes Page 5 of 6 D.2. FP 2017-05 CONSIDERATION OF A REQUEST FROM STONE CREEK REAL ESTATE PARTNERS, LLC, FOR A FINAL PLAT OF AMUNDSON ADDITION, BLOCK A, LOTS 3-6, ON 6.91 ACRES LOCATED AT 8500 CARDINAL LANE. APPROVED Item D.2. was presented in conjunction with item D.1. A MOTION WAS MADE BY COMMISSIONER COOPER, SECONDED BY COMMISSIONER BOWEN TO APPROVE FP 2017-05. MOTION TO APPROVE CARRIED 4-0. E. ADJOURNMENT Chairman Randall Shiflet adjourned the meeting at 7:17 p.m. Randall Shiflet, Chairman Attest: Don Bowen, Secretary August 17, 2017 Planning and Zoning Commission Meeting Minutes Page 6 of 6 k4RH NOM If KICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21 , 2017 SUBJECT: SUP 2017-06 Public Hearing and consideration of a request from Kevin Travell for a special use permit for an accessory building larger than 1 ,000 square feet on 2.015 acres located at 7504 Bursey Road. PRESENTER: Clayton Husband, Principal Planner SUMMARY: On behalf of Dohrman and Francie Wintermute, Kevin Travell is requesting a Special Use Permit to authorize the construction of an accessory building larger than 1,000 square feet in floor area on a 2.015-acre lot located at 7504 Bursey Road. GENERAL DESCRIPTION: The property under consideration is located on the south side of Bursey Road between Londonderry Drive and Bursey Road South. The lot is 2.015 acres (87,773 square feet) in size, and the owners completed renovations of the house in 2016. The owner also propose to construct a 1,500-square-foot accessory building with a 750-square-foot attached covered parking area. The attached letter provided by the owner explains their request in more detail and describes the overall plan for the property and proposed uses for the building. Section 118-718(c) of the zoning ordinance establishes the requirements and standards for permanent accessory buildings and structures. The proposed accessory building is compliant with all development standards except for floor area and building height. For lots greater than 40,000 square feet in area, the zoning ordinance allows for consideration of a special use permit for varying from specific development standards, which are described in the table below. Maximum floor area 1,500 square foot building (30' x 50') 1,000 square feet 750 square foot covered parking (30' x 25') Maximum building height 17 feet 6 inches to peak of roof 15 feet (4:12 roof pitch matches house) MRHNOVI If KICHLAND HILLS A site plan, floor plan, and elevation of the building are attached. The building is located near the middle of the lot, with side setbacks of 52 feet and 94 feet and a rear setback of 114 feet. Garage doors are located on the north and south sides of the building, and the building is connected to the main house and street by a paved driveway. All exterior walls of the building are proposed to be brick. There are four existing accessory buildings on the property. The owner has indicated their intent to remove these buildings from the property as part of the construction of the proposed building. Photos of the buildings and a map showing their location on the property is also attached. Special Use Permit The zoning ordinance provides that special use permits may establish reasonable conditions of approval on the operation and location of the use to reduce its effect on adjacent or surrounding properties. The following are the proposed conditions of approval for this SUP application. 1 . Permitted use. A special use permit is authorized for one (1) accessory building with covered parking on the property. 2. Building size. The accessory building must not exceed one thousand five hundred (1,500) square feet in floor area. The covered parking area attached to the building must not exceed seven hundred fifty (750) square feet. 3. Building height. The accessory building must not exceed 17 feet 6 inches in overall height. 4. Removal of existing buildings. The four existing buildings shown on the attached exhibit must be removed from the property prior to the required final inspection of the approved accessory building. DRC Recommendation The Development Review Committee's recommendation for denial of the special use permit application is based on the following. 1 . In December 2014, City Council adopted revisions to standards related to the size of accessory buildings. The standards were updated to allow for buildings up to 1 ,000 square feet in floor area on lots 40,000 square feet or larger. Prior to this update, the size depended on zoning designation, and property owners would typically request a zoning change to R-1-S to allow for a larger accessory building. The revisions were intended to help balance community interest in larger accessory buildings on estate and acreage lots with the policy of limiting the use of the R-1-S district to targeted areas in the city. 2. Alternative development options exist to achieve the desired accessory building square footage on the lot. A 1,000 square foot permanent accessory building may be combined with two 200-square-foot temporary accessory building to MRHNOVI If KICHLAND HILLS provide a near equivalent amount of floor space. Both buildings are permitted by right on the property without the need for approval of a specific use permit. COMPREHENSIVE PLAN: This area is designated on the Comprehensive Land Use Plan as "Low Density Residential." This designation is intended to provide areas for the development of traditional, low-density single-family detached dwelling units. CURRENT ZONING: The property is currently zoned R-1 Single Family Residential. PROPOSED ZONING: The applicant is requesting a special use permit for an accessory building larger than 1 ,000 square feet in floor area. SURROUNDING ZONING I LAND USE: North: R-2 Single-Family Residential Low Density Residential West: R-1 Single-Family Residential Low Density Residential South: R-2 Single-Family Residential Low Density Residential East: R-1 Single-Family Residential Low Density Residential PLAT STATUS: The property is currently platted as Oakvale Addition, Block 1 , Lot 4. CITY COUNCIL: The City Council will consider this request at the October 2, 2017, meeting following a recommendation by the Planning and Zoning Commission. RECOMMENDATION: Deny SUP 2017-06. 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'kd' �, r .. �,x 1,14 Ft, PUBLIC HEARING NOTICE N0KT`F4 KICI-ILAND WI.. -5 CASE: SUP 2017-06 NAME ADDRESS CITY, STATE ZIP You are receiving this notice because you are a property owner of record within 200 feet of the property shown on the attached map as the Special Use Permit request. APPLICANT Kevin Travell LOCATION 7504 Bursey Road REQUEST Public hearing and consideration of a request from Kevin Travell for a Special Use Permit of Oakvale Addition, Block 1, Lot 4 on 2.015 acres located at 7504 Bursey Road. DESCRIPTION Request for to build a 1,500 permanent secondary structure and remove all other secondary permanent and temporary structures on the property. PUBLIC HEARING DATE Planning and Zoning Commission 7:00 PM Thursday, September 21, 2017 City Council 7:00 PM Monday, October 9, 2017 MEETING LOCATION City Council Chambers - 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 City Council public hearing. Because changes are made to requests during the public hearing process, you are encouraged to follow the request through to final action by City Council. Planning& Zoning Department 1 4301 City Point Drive - NRH 76180 817-427-6300 1 www.nrhtx.com I planning @nrhtx.com ................... BURSEY RD j% VIN RD tP T ...... . . . . . z !F. N A Feet Prepared by Planning 9/5/2017 0 100 200 400 600 e00 m Praposed SYniclura a V i �I ( u.t Yes f.h [Lp 5 }} 4 l Owner Name Address City, St Zip ALSBROOKS, ROBERT 7513 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 BALOGA, CHARLES THOMAS 7520 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 BELCHER, LARRY C 7901 KENDRA LN FORT WORTH,TX 76182 BLALOCK, EUDY E 7509 WOODHAVEN DR FORT WORTH,TX 76182 BRADY, DEBORAH DELL 1004 SAN JACINTO AVE TEXAS CITY,TX 77590 DEUPREE, KELVIN J 7500 WOODHAVEN DR FORT WORTH,TX 76182 DUGGAR,J EFFERY A 7525 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 FARRELL,TERENCE M 7905 KENDRA LN NORTH RICHLAND HILLS,TX 76182 FRAZER,JACQUELINE 7420 BURSEY RD NORTH RICHLAND HILLS,TX 76182 FULLER, RANDALL 7500 BURSEY RD NORTH RICHLAND HILLS,TX 76182 GARAKAN IAN,STEVEN 7504 WOODHAVEN DR FORT WORTH,TX 76182 GILLEAN,JAMES R 7901 ARLIE LN NORTH RICHLAND HILLS,TX 76182 GROSS,TIM A 7904 KENDRA LN NORTH RICHLAND HILLS,TX 76182 HESSOCK, MELISSA PO BOX 820846 NORTH RICHLAND HILLS,TX 76182 WORTH, CAROL L 7512 WOODHAVEN DR FORT WORTH,TX 76182 KALOSA,SUSANNE 7517 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 LANE, CONNIE 7449 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 LENSING, ALAN 7508 BURSEY RD NORTH RICHLAND HILLS,TX 76182 MCCUTCHEON, MATTHEW 7457 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 MORRISON, PAUL L 7453 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 MULLENIX, MITCHELL 7900 KANDY LN NORTH RICHLAND HILLS,TX 76182 NUTT, MICHAELT 7905 KANDY LN NORTH RICHLAND HILLS,TX 76182 REI NATION LLC 130TIMBER CREEK DR CORDOVA,TN 38018 SALVUCCI, KEITH D 1620 NOTRE DAME AVE BELMONT, CA 94002 SAVAGE, DAVID 7512 BURSEY RD NORTH RICHLAND HILLS,TX 76182 STEYN, DESMOND 7900 KENDRA LN FORT WORTH,TX 76182 THOMPSON, RICKY L 7901 KANDY LN FORT WORTH,TX 76182 WALKER, NARA STAHL 7837 AMY LN NORTH RICHLAND HILLS,TX 76182 WALKER,ZACHARY M 7508 WOODHAVEN DR NORTH RICHLAND HILLS,TX 76182 WINTERMUTE, DOHRMAN 7504 BURSEY RD NORTH RICHLAND HILLS,TX 76182 YOUNG, STEPHANIE ANN 7505 WOODHAVEN DR FORT WORTH,TX 76182 a (AUG 0 ^ 2017 July 24, 2017 City of North Richland Hills ATTN: David Pendley 4901 City Point Dr. North Richland Hills,Texas 76180 Ref:Special Use Permit for 7504 Bursey Rd City Representatives for NRH, I would like to introduce myself and family and provide you with background information on why we are requesting a special use permit for 7504 Bursey Rd. My name is Dohrman Wintermute, my wife's name is Francie and our 18 year-old son, Ryan,is a senior at Birdville High School. I've been a resident of North Richland Hills for over 25 years and were very proud to live in such a great city. We purchased our home on Bursey Road in December 2015 after falling In love with the large oak trees and natural beauty of the property. in 2016,we completed extensive renovations to the home,adding additional rooms and updating to current standards. Unfortunately,there are four unsightly existing older structures that carne with the property when we purchased it. Please see attached diagrams noting the location of the structures on the property and pictures of the structures. Our long-term goal has been to replace the structures with a single structure designed to meet our needs,consistent with the design of the house. We are asking that you please approve a special use permit for a 30'x 50'garage/workshop with 30'x 25' covered carport. Maintaining a property of this size, with a large number of trees, requires significant lawn equipment and tools in order keep the property looking nice.We'd like to store these items in the garage/workshop to give the property a clean and neat appearance.The design of the detached garage/workshop will match the style of the house and be used to store mowing/yard equipment,a Kawasaki Mule,trailer,woodworking equipment and provide covered parking for my son's pickup.We've also included a general storage area due to limited attic space in our home after raising the ceilings as part of our renovations last year.This area will be used to store items typically stored in an attic. Thank you in advance for considering our request and please let us know if you have questions or need additional information. Sincerely, Dohrman & Francie Wintermute Z969G sexal'Sill H Pual4017i] EIM 1000 pd 6asm8 VCSG „�n�l NIACIN"_ q.� nw . x, 1V AS NJISK'aaddd a�aa.... tee,. 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WX' utl Y eX 4WWN M6 WMU N"rA ,KKWA/ Y HYWWf w Y b, L 5 M r u`8 tl CC{ a{:mmw,nn me maw M w uax.e Ma- {mr wawvu o.M ,M w� ✓-p,Aka !m rgmw maxrvY� wi�auv�n M.arw Nu w�4WxmrcNwa,r Y:m xwt YMn w.oWMq" ; vv NW ('."ll<lYul Yslf ae.-1yCtl ri m'Y4 <Ce{.quafivrry x,+ ,uYZ{' XwmMn om u'"' uwr RECE VF-,D ._ ...._....__......... _ _ .._ ..__.._... . . . _..... �t AUG 07 2017 ` Qx''� :o D€ctures of E.x sti^g Buildings RECEIVED Y AUG 0 7 2017 6617 1 ry IS DEV �� 1 i q a sn to � � � ✓^L n � Y rah `eh ru�mpwa N � V A vum�d fn"•!+°y+w Ni m1 u4�o IIN ... ,. i �r! y� i 7.fi%' fg1tH NORTH RICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21, 2017 SUBJECT: SUP 2017-05 Public Hearing and consideration of a request from U- Haul for a special use permit for a waiver of the masonry requirement for an automobile shade structure on 3.089 acres located at 8213 Boulevard 26. PRESENTER: Clayton Husband, Principal Planner SUMMARY: U-Haul is requesting a special use permit to authorize a waiver of the masonry requirement for a new automobile shade structure to be constructed at the U-Haul self- storage facility located at 8213 Boulevard 26. GENERAL DESCRIPTION: Section 118-713 of the zoning ordinance establishes standards for permanent and temporary auto shade covers. Permanent shade covers are permanently attached to the ground with a rigid framework and flexible membrane canopy that covers an area of 500 square feet or more. The shade covers are allowed to be constructed in the front, side, or rear yards of the property, provided they do not obstruct emergency vehicle access. The covers must be a solid subdued color and may not contain any advertising sign or logos. The applicant proposes to construct one automobile shade structure on the property. The shade cover would be located on the east side of the building approximately 125 feet from the driveway and 63 feet from the building entrance. The canopy is 1,000 square feet in area, measuring 40 feet in length and 25 feet in width, and is supported by tubular steel posts at each corner of the structure. The canopy material is a flexible membrane of a dark green color. Information from the applicant about the request is attached, which includes the canopy location, construction details, and a description of work to be performed under the canopy. Since the shade covers are considered structures, the construction standards related exterior materials are applicable. This requires that the columns for the shade cover be constructed with a masonry material such as brick or stone. The applicant has applied for an SUP to authorize a waiver of this requirement, as permitted by the zoning ordinance. 1gFkH NORTH RICHLAND HILLS Special Use Permit The zoning ordinance provides that special use permits may establish reasonable conditions of approval on the operation and location of the use to reduce its effect on adjacent or surrounding properties. The following are the proposed conditions of approval for this SUP application. 1 . Permitted structure. A waiver of the masonry requirement is authorized for one (1) shade cover. The shade structure shall not exceed one thousand (1 ,000) square feet in area. 2. Development standards. Development of the property shall comply with the C-2 Commercial zoning district and the standards described below. a. The location and setbacks of the shade structure shall be as shown on the attached site plan. b. The support columns shall be steel columns with a powder coat finish. c. Landscape planting areas shall be installed on both sides of the driveway entrance on Boulevard 26. Each planting area shall be at least fifty (50) square feet in area and contain at least fifteen (15) evergreen shrubs or ornamental grasses. d. All wall pack lights on the exterior of the building shall be replaced with conforming fixtures as provided in Section 118-728 of the zoning ordinance. The use of luminous tube lighting on the building or shade structure is prohibited. 3. Operational standards. The following activities are permitted to be performed under the shade structure. General vehicle repair or installation of vehicle accessories is prohibited outside the building. a. Receive and dispatch trucks and trailers, including visual inspection of conditions of vehicle, tires, body, and fluids. b. Cleaning of windshields and mirrors. c. Demonstration of vehicle operation to customers. COMPREHENSIVE PLAN: This area is designated on the Comprehensive Land Use Plan as "Retail'. This designation is intended to permit a variety of retail trade, personal and business service establishments, and offices. CURRENT ZONING: The property is currently zoned C-2 Commercial. A special use permit for the self-storage facility was approved for the site in 1995. PROPOSED ZONING: The applicant is requesting a special use permit to authorize a waiver of the masonry requirements for the columns of the shade structure. 1g1kH NORTH RICHLAND HILLS SURROUNDING ZONING I LAND USE: North: Planned Development I High Density Residential / Multi-Family West: C-1 Commercial Office South: C-1 Commercial Retail East: C-2 Commercial Retail PLAT STATUS: The property is currently platted as Amerco Addition, Block A, Lot 1 . CITY COUNCIL: The City Council will consider this request at the October 2, 2017, meeting following a recommendation by the Planning and Zoning Commission. RECOMMENDATION: Approve SUP 2017-06, subject to the stated SUP conditions. u 0 Y a 0 0 z a N O oe v z O z � z o � o W 1' 1' W Qe Q� od PIDS °. 0 0 0 3 SID opPP �P 00 oPP PLO 0 ania OOVUO100 aura OOVHO100 0 a0 smi m i O N Y N N a V O Z 210 808 N o��OP r �� dry l/� %, �ii���/gym� +�((/�,/rG u ��, ��,� /il' � r� "� r i�� p YS ✓ii//,Y'� I '� � i r ra�n�re��N „v1�VJ off � ,u, ���0/1 irr�� ii» .1,� �, n,t�i � � � , �, � „ / � G ,n rs! ; ,,, �i 1 I; .f �yi , I w �916�r wjv� ,i ivxmwt e'w, mr�nwflfi u� �i,)/r ly'd, P,��rn �tG iu( �'�„ b / �U � h i , � � 1 ® �. �� i %i 1 %�� t% � // rl/ � Y n � ® � � // �i � %/� �ti' `� °"'iy✓ii� �; �� ���n 1� f i i !�ii jd ii i/// � � ,�� 1 � , ,� Min n�i � / r L/�� K `;� � �'�� ��///nvi4{/r"/ii/i, , O / � � ///,";Gi//, ®II �D e �//IYO �/� �i � "" �Li;v v1 i i i i �1 � �// �� I n v" ,,,� �'vr,,, rr Y �% //� d� u i i i � M � � { � r�� ,w � I ¢® � �//// dli� ®! i ry, �� I iii, i�i 't a l%� „��rim�n lr tirl�r�/ �� �/ �M�„� ��®®° ., � ; , i III ” -� ,°, i lii © � �, l (1 �II ///;%//,Ali'±,� �' /, 4 �� l� II r P , � ' 'U,� �,,, � rP, � �;�, 1 �u ,�o, � �„ (%, �'�� � r A.:' i i ,il/ni � � � �� VVV � D i"! i„ �m m m m o e m m i,„ri ✓i� � .� �''� iii;<.. G x 1 A � '` o,,, � i �6 a a oao . o� o � .,, r,” 1 „�� , � .� ;, r i., � .0 i �� i ,. � r r, ;;�;,;� ° m.' o - �, iii,,,�-, a � IJ i/� ;; n,, _ < ', �� is , ;��� � , a rt r �, hi✓' i® % ` � o ✓ � % , � � � � � �� ,r,,,� ¢,e © m i ✓,�ii���r a ;t r ry ` � , „s v Ii � � � � � ® i irm �i(d(��� p� fY / e° � AAA � %4k�p 44" �� / , %. �Q ,,..r.. p.°,. �,. �... 1//�, ,,.. r .//n .. 1,14 Ft, PUBLIC HEARING NOTICE NOK'FF] KICI-.BLAND WLI s CASE: SUP 2017-05 You are receiving this notice because you are a property owner of record within 200 feet of the property shown on the attached map as the Special Use Permit request. APPLICANT U-Haul LOCATION 8213 Boulevard 26 REQUEST Public hearing and consideration of a request from U-Haul for a Special Use Permit on Amerco Addition, Block A, Lot 1 on 3.089 acres located at 8213 Boulevard 26. DESCRIPTION Request a variance to the masonry requirement for the columns on a 25-foot by 40-foot permanent fabric canopy. PUBLIC HEARING DATE Planning and Zoning Commission 7:00 PM Thursday, September 21, 2017 City Council 7:00 PM Monday, October 9, 2017 MEETING LOCATION City Council Chambers - 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 City Council public hearing. Because changes are made to requests during the public hearing process, you are encouraged to follow the request through to final action by City Council. Planning& Zoning Department 1 4301 City Point Drive - NRH 76180 817-427-6300 1 www.nrhtx.com I planning @nrhtx.com ,,7` IO 0' s3.1�tt♦' L, -- - - --- 0 A KNI[6ei'IDL�LC�RSPINDC'RA,NIO&.51 qt i -Y1"r 1YP IWOYX BLUE' CAREN PIP,DLML A^RRUVEU U �` HY U-HALL GDVI TION UPARTMIF 6 40._u. i � I Nrt —i 'i'i- e 7 T r IE ` 116 � WW I tv3 '7---- ,1 1 0 J � 0 Q 00 a a o ,� z m o ~ o U n5z HARWOOD RD �QO m CLARK ST Q J m m C o coo o� N A nnr-L-Jr-IFeet Prepared by Planning 8/1/2017 0 50100 200 300 400 Name Attention Address City, St Zip SKYLINE NORSTAR USA 1 621 COWBOYS PKWY STE 200 IRVING,TX 75063 SILVER CREEK 11 NORSTAR USA 621 COWBOYS PKWY STE 200 IRVING,TX 75063 TUBB FAMILY PROPERTIES PO BOX 161639 FORT WORTH,TX 76161 TUBB FAMILY PROPERTIES PO BOX 161639 FORT WORTH,TX 76161 TUBB FAMILY PROPERTIES PO BOX 161639 FORT WORTH,TX 76161 TWELVE SAC SELF STORAGE CORP 1250 E MISSOURI AVE PHOENIX,AZ 85014 AMERCO REAL EST CO OF TX INC PO BOX 29046 PHOENIX,AZ 85038 CREATIVE CHILD CARE INC 6862 GRAPEVINE HWY RICHLAND HILLS,TX 76180 JGOODEN LLC PO BOX 161279 FORT WORTH,TX 76161 PRYOR,BRENDA K PO BOX 638 NEWARK,TX 76071 SW DIST OF CHRISTIAN&MISSION 5148 TREEPOINT DR ARLINGTON,TX 76017 BIRDVILLE INDEPENDENT SCHOOL DISCTRICT ATTN:KATIE BOWMAN 6125 EAST BELKNAP HALTOM CITY,TX 76117 Mr. Husband, Please consider this email as my acknowledgment of all the comments supplied by the Development Review Committee in regard to the request for an SUP to place a Canopy on our property at 8221 Blvd 26 in North Richland Hills. I have have attached the Certificates of Flame Resistance supplied by the manufacturer of the canopy material, and have attached a picture showing the placement of the canopy. The measurements for placement are as follows: 1) Canopy is 63' from building A ( as identified below) 2) Canopy is 118' from building B 3) Canopy is 72' from the property line to the north 4) Canopy is 148' from Blvd. 26 5) Canopy is 10' from the fire lane My reply to the comments from the Development Review Committee ....... 1) The swatch will be dropped by your local office today. 2) A description of the work to be performed under the canopy would be consistent with the every day work of a truck "share" business. Employees will receive and dispatch trucks and trailers from this area. Duties would include: • With the customer's help - ensure all lights are working properly • Walk around vehicle to inspect condition of tires, driving cab, outside &inside van body • Lift hood and visually inspect fluids • Cleaning windshield and mirrors • Demonstrating to customer how to open van body door latch, attach & secure ramp, securing trailer to hitch receiver, etc. This canopy would allow our employees to do this daily work with some relief from the direct sun. 3) I appreciate your consideration for a waiver from the masonry requirement. We have installed over 40 of these canopies at various U-Haul Centers throughout DEW and through trial and error, have found that masonry leads to more damage should a customer impact one of the poles. The poles are securely placed in the ground (per specs) and when this has occurred, we simply replaced the pole. Thank you for your diligence and time spent on this matter. Please let me know if I can be of any further assistance or answer any other questions Kenneth Birch Marketing Company President U-Haul Compay of Fort Worth p r %1 r r , /r �� ✓� // r r/ rl r'� r f� f ��/ "fii J l ri �� ' �"%�// � „,�r I✓i //'�/� �// i fi r/, I ri/'"rriYH9"* 4 i��� �r i l �� u "r , Illlllnnnnnn r„�.., III rJ�I� �IIIIII f �I� rH f� � �� �� ✓ r / � r � I I r / Y lil I ” IV p•" I u^;> mo /J,r�, %/i17�!'7,r'r���'/rr /� n(%f/r;, I"w (I jilil'4'I I � f' �%✓� �Il, �l� , /� 7%/� Y, „' '�r/�, '�/, /AJ1 /y J �� �j���1/�/7ii I li f;' ' I ✓ I f, � �r °-� % / f,��i/� r ! �� � V� fl� �%/l l� � ' I /7''''''"""c���if � � �r rd - ,✓ . f , fl r tiunxr;; II III 'I 'I� Itsty � � ��NI Jf ;Dye 1 � fo w I V jjj GENERAL NOTES NON-CANTILEVERED FREESTANDING CANOPY GENERAL➢ESIGN: CANOPY DESIGN TO BE HIP STRUCTURE. SHOP DRAWINGS A NON—CANTILEVERED CANOPY IS TLPICALLY USED AT D&R AREAS, OR WHERE ROOD MUST BE APPROVED BY U-HAUL CONSTRUCTION DEPARTMENT PRIOR TO RUN-OFF DOES NOT REQUIRE REDIRECTION, ORDER/MANUFACTURE. DESIGN UOADS DESIGN TO MEET OR EXCEED ME REQUIREMENTS OF THE DRUG FCC_AND/OR LOCAL GOVERNING W, sOUARf LOS COLUMN. REFER TO APPROVED DRAWINGS. CODE REFER TC SHOP DRAWINGS PGR PROJECT SPECIFIC DESIGN/ENGINEERING AND GEOGRAPHICAL ANCHOR RODS WITH HEW HEX CONDITIONS FOR LIVE LOADS. NUT$ FIAT WASHERS. LOCK WASHERS, LEVELING NUTS.REFER DRAWINGS NOTES; V Tb APPROVED DRAWWGS. DESIGN STRUCTURE TO 5 PSF SNOW LEAD. FABRIC TOP TO BE REMOVED IF SNOW ACCUMULATION i ""1-1/2' NON-SHRINK CRWT IS ANTICIPATED. "BROMIDE TAPER FABRIC TOW1110 a REMOVIES IFDONOR EXCEEE W7P:F-90 MPH ARA ANTSIRATAVp STANDARD SLOPE 102 FINISHED PAVEMENT STRUCTURAL STEEL SHALL CONFORM TO ABC SPECIFICATIONS AND CODE OF STANDARD PRACTICES. V STEEL MATERIAL SCHEDULE: 11 7 lxWs SPEC'IF"I AJ N' Tr 111 HER TUBE STEEL AM ARCO. GRADE B. ROUND HSS OR STEEL PIPE ASTM ARCO, GRADE B OR ASTM ASS, GRAPE B. ROUND STEEL LJON6 ASTM A600 u GUSSET PLATES ASTM A38 -REFER CONCRETE PIER WINGS. . 1� REFER TO APPRpYED DRAWINGS. HEX BOLTS ASTM A325 a� --- NUiy ASTM A563 1 \:ELE4RC CO[EGUII FOR LCGHUNB WASHERS ASW F436 LEY STORES) REINFORCING STEEL ASTM A615. GRADE 50 (GALVANIZED) Ep APPROVED�RAWINGS�W) ANCHOR RODS ASTM F1554 GRADE 55 (GALVANIZED) WELDING ELECTRODES 610%k : -VERTICAL RE6W (GALVANIZED) ._.....- ___ ..... .._._...... ......_- PER APPROVED DRAWING'S. ALL WELDING SHALL CONFORM TO AWS D1.1 3" CLEAR MIN, FABRIC! USE-KNITTEXW COLOURSHAUE OR FABRIC IN LIKE AND RIND PER LOCAL CANOPY MANUFACTURER. APPROVED COLORS ARE "RAINFOREST'AND "ROYAL BLUE" ('KNIITEX" GOLDEN), REFER TO FABRIC TO BE LUV PSTABILIZED HIGH U-HAUL CONSTRUCTION DEPARTMENT EASED ON POLYETHYLENE, WITH MONOFIIAMENT YARN AND TAPE ' PRESSED DRAWIN,,,,"R„ CONSTRUCTION AND LOCK-STITCH KNITTED TO ENSURE MATERIAL WILL NOT TENS, FRAY OR UNRAVEL IF cur. FOOTING DETAIL-SECTION STEEL CABLE: CABLE 1'0 BE 3/9'0, TWO STRAND CORE GALVANIZED WE ROPE WITH A HREANING STRENGTH VALUE OF 14,000 LOS. GALVANIZED STEEL. CABLE CLAMPS PIER FOOTING CABLES SHALL BE PER THROUGH THE FABRIC SLEEVES AROUND THE PERMEIER OF THE CANOPY DIAMETER PER AND TENSIONED UNTIL THE FABRIC PANEL. (DESIGNED PURPOSELY UNDERSIZED) REACHES A TAUNT POPOVER DRAWN.,'__ APPEARANCE, -FARE PLATE PER APPROVED CONVINCE CANOPY HARRIS ANCHOR RODS CANOPY STRUCTURE PER APPROVED DRAWINGS PEUARE HOB COLUMN VAV ip// �V PER APPROVED DRAWINGS p \ ✓4k` r'.SLEEVED/SWAGED RIDGE TO TL � 1 ppp VA - - RAFTER CONNECTION, PER Y p RIDGE FROM � MANUFACTURER. Y i n\\ CANOPY ABOVE-.-` 07 o 4( 1 P y' FOOTING DETAIL-PLAN VIEW ao' o^..(OR_BAR APPDA, Dft4wINCS) PLAN VIEW i-CANOPY iABRIC f/ �. "HN STRUCTURE. ___ --- TYPICAL. F 1 •• TRDCJ AL MEMBERS TO _ COATED -WHITE'. NxcY Vaw TYPICAL UPS COLUMN COLUMN w � POWDER COATED 'WHITE", rrPlr:A.. 4 SURFACE--MOUNTED 1 t I_J PLATE ME FOOTING, L I L I SIDE VIEW -SEE DETAIL. END VIEW AMERCCa FREESTANDING CANOPY FILE NAME:FrcctalaTOtuJ f;anOpy.4lmiU SHEET: �+yf �T�i SECTION REALCb ■pq�COMPANY REVISED: N.T S.VViO�i6i SCALE; N.7,S. G 2010 AMERCA REAL ESTATE COMPANY DETAIL CONSTRUCT )ON & RENO'✓ATION -2727 NURTH GCNTRALAVEMTE,9-NORTH - PHOENIX ARIZONA 85004 PH:;602)2v63-6502 FAX:(802)277-10?J 20X40 DESIGN CRITERIA t. ALL STRUCTURAL WORK SHALL CONFORM TO THE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND MEET THE REQUIREMENTS OF THE 2OOX INTERNATIONAL BUILDING CODE AND THE APPLICABLE BUILDING CODE AMENDMENTS. THE ARCHITECTURAL DRAWINGS SHALL GOVERN ALL DIMENSIONS. Z OCCUPANCY CATEGORY: 1 3, ROOF LIVE LOADS: • BASIC ROOF LIVE LOAD 5 PSF 4. SNOW LOADS: • GROUND SNOW LOAD (Pg) XX PSF • FLAT ROOF SNOW LOAD (Pf) XX PSF • SNOW EXPOSURE FACTOR, Ce 1.0 • SNOW LOAD IMPORTANCE FACTOR, Is 0.80 • THERMAL FACTOR, Ct 1.2 5. WIND LOADS: • BASIC WIND SPEED (3—SECOND GUST) XXX MPH • WIND IMPORTANCE FACTOR, Iw 1.0 • WIND EXPOSURE °C" • COMPONENTS AND CLADDING PRESSURE ROOF 14.5 PSF 6. EARTHQUAKE LOADS: • SEISMIC IMPORTANCE FACTOR, le 1.0 • MAPPED SPECTRAL RESPONSE ACCELERATION, Ss X.XX %g • MAPPED SPECTRAL RESPONSE ACCELERATION, S1 X.XX %g • SITE CLASS (ASSUMED) D • SPECTRAL RESPONSE COEFFICIENT, SDs X.XX %g • SPECTRAL RESPONSE COEFFICIENT, SDI X.XX %g • SEISMIC DESIGN CATEGORY A • BASIC SEISMIC—FORCE—RESISTING SYSTEM ORMSW • SEISMIC RESPONSE COEFFICIENT, Cs X.XX • RESPONSE MODIFICATION FACTOR, R 2 • DESIGN BASE SHEAR, V X.XX KIP • ANALYSIS PROCEDURE USED EQUIV. LATERAL FORCE 7. SEE PLANS FOR ADDITIONAL LOADING CRITERIA. GENERAL CONDITIONS 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERT ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION, AS TO SAFETY PRECAUTIONS AND PROGRAMS. 3. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY AND STABILITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS. IMMEDIATELY NOTIFY THE ENGINEER AND/OR ARCHITECT OF ANY DISCREPANCIES FOUND DURING FIELD VERIFICATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING THE WORK. 5. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER AND/OR ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS, ALL CHANGES REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER AND/OR ARCHITECT. UNAUTHORIZED DEVIATIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6, THE CONTRACTOR SHALL SHORE OR CRIB THE STRUCTURE FOR ALL CONSTRUCTION LOADS WHICH EXCEED THE NOTED DESIGN LOADS. DO NOT APPLY ANY ERECTION OR CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. 7. ALL STRUCTURAL WORK THAT IS COMPOSED OF COMPONENTS DESIGNED BY OTHERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND SUPERVISED BY THE MANUFACTURER'S REPRESENTATIVE(S) DURING THE MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION AS REQUIRED. Page 1 Of 14 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER. 9. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THOSE STANDARDS, UNLESS OTHERWISE NOTED. 10. COORDINATE ALL CONSTRUCTION ACCESS AND OPERATIONS FOR ALL WORK THAT OCCURS ADJACENT TO AN EXISTING STRUCTURE AS NECESSARY TO AVOID DISRUPTION TO SAID STRUCTURE. 11. ALL STRUCTURAL CONSTRUCTION DOCUMENTS (DRAWINGS, DETAILS, CALCULATIONS, AND ALL OTHER STRUCTURAL INFORMATION) PROVIDED ARE THE PROPERTY OF U-HAUL INTERNATIONAL / AMERCO REAL ESTATE (U-HAUL) AND ARE FOR USE ON THIS PROJECT ONLY. ANY OTHER USE OF THE STRUCTURAL CONSTRUCTION DOCUMENTS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PREMISSION OF U-HAUL 12. THE SCOPE OF SERVICES CARRIED OUT BY U-HAUL DOES NOT INCLUDE A FIELD REVIEW DURING CONSTRUCTION UNLESS OTHERWISE AGREED UPON IN WRITING. THE CONSTRUCTION DOCUMENTS ARE ISSUED WITH THE UNDERSTANDING THAT THE CONTRACTOR IS SOLELY RESPONSIBILITY FOR VERIFING ALL WORK IS CARRIED OUT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THAT ANY DISCREPANCIES OR OMISSIONS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND ENGINEER. 13. IF DRAWINGS AND CALCULATIONS ARE PROVIDED ELECTRONICALLY; COPIES OF THE ORIGINAL CONSTRUCTION DOCUMENTS AS DESIGNED BY U-HAUL HAVE BEEN RETAINED BY U-HAUL. U-HAUL IS NOT RESPONSIBILITY FOR ANY SUBSEQUENT CHANGES TO THE REPRODUCIBLE ORIGINAL CONSTRUCTION DOCUMENTS (LE, DOCUMENTS PROVIDED ELECTRONICALLY) WHICH ARE NOT MADE OR OTHERWISE COMMUNICATED IN WRITING BY U-HAUL SHOP DRAWINGS / DEFERRED STRUCTURAL SUBMITTALS 1. THE CONTRACTOR SHALL SUBMIT A MINIMUM OF THREE COPIES OF THE FOLLOWING SHOP DRAWINGS (MAXIMUM SCALE 1/8: = 1'-(f) TO THE ARCHITECT/ENGINEER PRIOR TO THE FABRICATION OF ANY STRUCTURAL COMPONENTS (ONE COPY TO BE RETAINED BY THE ARCHITECT AND ENGINEER). AS A MINIMUM, ALL SHOP DRAWING SUBMITTALS SHOULD INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS OF INSTALLATION AND CONNECTIONS, AND MATERIAL SPECIFICATIONS, UNLESS OTHERWISE NOTED. 2. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. BEFORE BEING SUBMITTED FOR REVIEW, ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND BEAR THE CHECKER'S INITIALS AND SHALL BE REVIEWED BY THE CONTRACTOR FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND HAVE AN APPROVAL STAMP PLACED ON EACH SHOP DRAWING INDICATING SUCH. ANY SHOP DRAWING NOT CHECKED OR REVIEWED BY THE FABRICATOR AND CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW MAY BE REJECTED AND RETURNED WITHOUT REVIEW. 3. IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. 4. DESIGN AND DETAILING SHALL BE PERFORMED USING RATIONAL ENGINEERING DESIGN PRACTICES AND BE BASED ON STANDARD PRACTICES IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS AND THE BUILDING CODE AND ALL APPLICABLE BUILDING CODE AMENDMENTS. 5. THE ENGINEER'S REVIEW IS TO VERIFY CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE PERTINENT CONTRACT DOCUMENTS. THE ENGINEER'S RENEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. B. AS A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW: REINFORCING STEEL IN REINFORCED CONCRETE AND MASONRY CONSTRUCTION - INCLUDE DETAILS OF ALL BENT BARS, VERTICAL REINFORCING AND HORIZONTAL BOND BEAM REINFORCING. INCLUDE PLANS AND ELEVATIONS AS REQUIRED TO CLEARLY SHOW ALL REINFORCING. s ALL CONCRETE CONSTRUCTION - SUBMIT A CONCRETE MIX DESIGN FOR EACH CONCRETE STRENGTH, AS A MINIMUM, EACH DESIGN SHALL INCLUDE PROPORTIONS OF CEMENT, FINE AND COURSE AGGREGATES, AND WATER, GRADATION OF COMBINED AGGREGATES, AND CONCRETE COMPRESSIVE TEST RESULTS. CERTIFICATION SHALL BE FROM AN ACCEPTABLE TESTING LABORATORY, STRUCTURAL STEEL -IF STEEL CANOPY IS NOT PROVIDED BY U-HAUL, SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED (CALCULATIONS ONLY) BY A QUALIFIED PROFESSIONAL ENGINEER. CALCULATIONS SHALL INCLUDE AS A MINIMUM, ALL LOADS, STRESSES, AND DEFLECTIONS ASSOCIATED WITH EACH MEMBER AND/OR CONNECTION. Page 2 Of 14 1 SHOP DRAWINGS / DEFERRED STRUCTURAL SUBMITTALS (eon"t) 7, OTHER SUBMITTALS MAY BE REQUIRED PER THE SPECIFICATIONS OR THE SEPARATE NOTES CONTAINED HEREIN. 8. TEMPORARY OR PERMANENT SYSTEMS OR FRAMING MEMBERS THAT ARE NOT SPECIFICALLY DESIGNED, DETAILED, OR SPECIFIED IN THE CONTRACT DOCUMENTS BUT ARE REQUIRED TO COMPLETE THE FINISHED STRUCTURE, SHALL BE DESIGNED AND DETAILED BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER, ALL REQUESTED SUBMITTALS FOR THESE SYSTEMS OR FRAMING MEMBERS SHALL BE SIGNED AND SEALED BY SAID QUALIFIED PROFESSIONAL ENGINEER. 9. ALL SIGNED AND SEALED SHOP DRAWINGS AND/OR CALCULATIONS THAT ARE REQUIRED TO BE SUBMITTED FOR REVIEW SHALL BE DONE BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER, 10. A QUALIFIED PROFESSIONAL ENGINEER IS A PROFESSIONAL ENGINEER WHO IS LEGALLY REGISTERED AND LICENSED TO PROVIDE ENGINEERING SERVICES IN THE JURISDICTION IN WHICH THE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES RELATED TO THE WORK SUBMITTED. SAID ENGINEER SHALL BE CAPABLE OF PERFORMING DESIGN AND DETAILING USING RATIONAL ENGINEERING DESIGN PRACTICES BASED ON STANDARD PRACTICES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE BUILDING CODE, AND ALL APPLICABLE BUILDING CODE AMENDMENTS. FOUNDATION DESIGN 1. ASSUMED GEOTECHNICAL INFORMATION: ALLOWABLE SOIL PRESSURE 1,500 PSF 2. FOOTINGS SHALL BEAR AT LEAST XX" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON THE DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. 1 ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING THE DESIGN BEARING PRESSURE NOTED HEREIN. 4. ALL SOIL SURROUNDING AND BENEATH ALL FOOTINGS, SLABS, ETC. SHALL BE PROTECTED AGAINST FROST OR FREEZING DURING CONSTRUCTION. 5. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR FOUNDATION DESIGN WHEN A GEOTECHNICAL REPORT IS NOT PROVIDED TO THE ARCHITECT AND/OR ENGINEER. 6. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ONSITE SOIL CONDITIONS. 7. THE CONTRACTOR SHOULD EMPLOY A PROFESSIONAL GEOTECHNICAL ENGINEER TO INSPECT THE FOUNDATIONS AND BEARING LEVELS AND VERIFY THAT THE MATERIAL ON WHICH THE FOUNDATIONS WILL BEAR HAS AT LEAST THE ABOVE NOTED CAPACITY AND GIVE RECOMMENDATIONS FOR SUBGRADE PREPARATION. STRICTLY FOLLOW GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR SUBBASE AND FOOTING BEARING MATERIAL AND PREPARATION AS REQUIRED. 8. IMMEDIATELY NOTIFY THE ENGINEER AND/OR ARCHITECT IF UNSUITABLE SOIL OR SOIL CONDITIONS AT VARIANCE WITH THE GEOTECHNICAL REPORT IS DISCOVERED AT THE FOOTING ELEVATIONS SPECIFIED. 9. THE EXISTENCE OF UNDERGROUND STRUCTURES AND/OR UTILITIES IS NOT KNOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER OR NECESSARY AUTHORITIES THE LOCATIONS OF ALL EXISTING UNDERGROUND STRUCTURES AND/OR UTILITIES. 10. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, DRAINS, CONDUITS, PIPES, ETC., THE BOTTOM OF FOOTING SHALL BE SET AT OR BELOW THE INVERT ELEVATION OF THE ADJACENT ELEMENT. CAST—IN—PLACE CONCRETE 1. ALL REINFORCED CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE° (ACI 318) OF THE AMERICAN CONCRETE INSTBUTE. 2, ALL REINFORCED CONCRETE MIX DESIGNS SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE' (ACI 301) OF THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL FABRICATION AND PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE 'MANUAL OF STANDARD PRACTICE" (CRSI MSP-1) OF THE CONCRETE REINFORCING STEEL INSTITUTE AND THE 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' (ACI 301) AND "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) OF THE AMERICAN CONCRETE INSTITUTE. Page 3 Of 14 4. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PCF+) CONFORMING TO ASTM C94 WITH AL CEMENT CONFORMING TO ASTM C150, PIPE I OR II, MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AND 3/4" FOR WALLS AND SLABS, CONFORMING TO ASTM C31 5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (Ac) AT 28 DAYS, SLUMP AND MAXIMUM WATER/CEMENT RATIO REQUIREMENTS: e ALL CONCRETE - 3000 PSI 2" — 4" SLUMP' W/C RATIO = .58 6. OBTAIN EACH TYPE OF CEMENT OF THE SAME BRAND FROM THE SAME MANUFACTURER'S PLANT, EACH AGGREGATE FROM ONE SOURCE, AND EACH ADMIXTURE FROM THE SAME MANUFACTURER. 7. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE ENTRAINED AIR IN ACCORDANCE WITH SECTION 1904 OF THE IBC, 8. FOR AIR ENTRAINED CONCRETE — MAXIMUM W/C RATIO = .44 9. ALL GROUT SHALL BE NONMETALLIC SHRINKAGE—RESISTANT GROUT PROVIDED BY A MANUFACTURER APPROVED IN WRITING BY THE STRUCTURAL ENGINEER AND INSTALLED AND MIXED PER THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS EQUAL TO 5000 PSI. 10. REINFORCEMENT: • DEFORMED BARS ASTM A615, GRADE 60 • GALVANIZED REINFORCEMENT ASTM A767, CLASS II 11. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE COVER UNLESS OTHERWISE NOTED: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE SURFACES IN CONTACT WITH SOIL OR EXPOSED TO • EARTH OR WEATHER (#6 BARS OR LARGER) 2" (#5 BARS OR SMALLER) 1-1/2" • COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" • CONCRETE SURFACES NOT IN CONTACT WITH SOIL OR EXPOSED TO WEATHER INCLUDING WALLS AND TOP AND BOTTOM OF SLABS 1" 12. WELDING OF REINFORCING BARS IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. IF WELDING OF REINFORCING IS NECESSARY, IT SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4. REINFORCING STEEL FOR WELDED ASSEMBLIES SHALL CONFORM TO ASTM A706 SPECIFICATIONS. 13. SPLICED BARS SHALL HAVE A MINIMUM LAP OF CLASS B TENSION LAP SPLICE PER TYPICAL DETAILS. 14, GALVANIZED REINFORCING SHALL BE TREATED TO PREVENT REDUCTION OF BOND. OTHERWISE PROVIDE SPLICE LENGTHES EQUIVILANT TO EPDXY COATED REINFORCING. 15. ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BE LAPPED WITH A CLASS B SPLICE OR 36 x BAR DIAMETER (WHICHEVER IS GREATER) UNLESS OTHERWISE NOTED. 16. REINFORCING BARS TO EXTEND 12 BAR DIAMETERS BUT NOT LESS THAN 12" BEYOND BAR BENDS, UNLESS OTHERWISE NOTED. 17. PROVIDE ADDITIONAL BARS AS SHOWN IN TYPICAL DETAILS. 18. ALL REINFORCING STEEL SHALL BE SET AND TIED IN PLACE PRIOR TO POURING OF CONCRETE. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER IN WRITING. 19. PROVIDE CORROSION RESISTANT ACCESSORIES SUCH AS PLASTIC COATED (NOT PLASTIC TIPPED) OR STAINLESS STEEL CHAIRS IN ALL EXPOSED CONCRETE CONSTRUCTION. PRECAST CONCRETE CHAIRS OR SAND PLATE CHAIRS SHALL BE USED FOR THE SUPPORT OF REINFORCING ON GRADE. CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED. 20, ALL EXPOSED CORNERS OF CONCRETE TO HAVE 3/4" MINIMUM CHAMFER UNLESS OTHERWISE NOTED. 21. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1-1/2 HOURS AFTER WATER HAS BEEN ADDED TO THE CEMENT AND AGGREGATE. ADDITION OF WATER TO THE MIX AT THE PROJECT SITE IS STRICTLY PROHIBITED. ALL WATER MUST BE ADDED AT THE BATCH PLANT ONLY. 22. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CONCRETE OPENINGS AND/OR PENETRATIONS REQUIRED FOR OTHER TRADES PRIOR TO PLACING CONCRETE, 23. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REGLETS, PIPE SLEEVES, CONDUITS OR OTHER ITEMS TO BE EMBEDDED OR PASSED THROUGH CONCRETE. Page 4 Of 14 CONCRETE/MASONRY ANCHORS 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE KWIK BOLT TZ (ICC ESR-1917) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. 2. ADHESIVE ANCHORS SHALL BE HIT-RE 500-SD (ICC ESR-2322) INTO CONCRETE AND HIT HY 150 MAX (ESR-1967) INTO MASONRY AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT, 1 ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS. 4. WHEN USING ADHESIVE ANCHORING SYSTEMS THE MANUFACTURER SHALL SUPPLY THE ANCHOR AND ADHESIVE, UNLESS OTHERWISE NOTED. 5, ALL ALTERNATE PRODUCTS SHALL HAVE A CURRENT ICC EVALUATION REPORT. 6. ANCHORS INSTALLED INTO MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS UNLESS OTHERWISE NOTED. IF GROUTED CELLS ARE NOT ENCOUNTERED, BREAK INTO CELL AND GROUT SOLID 8°, 7. ALL ANCHORS SHALL BE APPROVED FOR USE WITH CRACKED CONCRETE AND CONFORM TO CURRENT ICC ES REPORT (ICC-ES AC193 FOR MECHANICAL ANCHORS AND ICC-ES AC308 FOR ADHESIVE ANCHORS). 8. INSTALL ALL ANCHORS IN STRICT ACCORDANCE WITH ALL APPLICABLE ICC-ES AND BUILDING CODE REQUIREMENTS. ALL ANCHOR SPACING, EMBEDMENT, EDGE DISTANCE, AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. REFER TO SECTIONS AND DETAILS ON THE DRAWINGS FOR ADDITIONAL INFORMATION. 9. ALL PERSONNEL INSTALLING MECHANICAL/ADHESIVE ANCHORS SHALL BE TRAINED BY THE PRODUCT MANUFACTURER ON PROPER INSTALLATION TECHNIQUES. TRAINING DOCUMENTATION FROM THE MANUFACTURER SHALL BE AVAILABLE UPON REQUEST. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND WITH THE 'SPECIAGATION FOR STRUCTURAL STEEL BUILDINGS" (1989 EDITION) OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND WITH THE 13TH EDITION OF THE "STEEL CONSTRUCTION MANUAL° OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 3. GRADE OF STEEL • OTHER SHAPES, PLATE, AND BARS ASTM A36 • HOLLOW STRUCTURAL SHAPES (HISS) ASTM A500, GRADE B • STEEL PIPE ASTM A53 TYPE E, GR. B • GALVANIZED STRUCTURAL STEEL STRUCTURAL SHAPES AND RODS ASTM A123 BOLTS, FASTENERS AND HARDWARE ASTM A153 • ANCHOR RODS ASTM F1554, GR. 36 • THREADED ROD ASTM A36 4. ALL FIELD CONNECTIONS SHALL USE BOLTS, UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD INSTALLED BOLTS SHALL BE 3/4" DIA ASTM A325 TYPE N BOLTS IN STANDARD HOLES, AND SNUG TIGHT, UNLESS OTHERWISE NOTED. ALL BOLTED CONNECTIONS SHALL HAVE 2 BOLTS MINIMUM, UNLESS OTHERWISE NOTED. 5. HARDENED WASHERS CONFORMING TO ASTM F436 SHALL BE USED AT A325 BOLTS AND A490 BOLTS USED IN FRICTION CONNECTION AND OVERSIZED AND SHORT SLOTTED HOLES. 5/16-THICK PLATE WASHERS OF STRUCTURAL GRADE MATERIAL SHALL BE USED AT LONG SLOTTED HOLES. WASHERS SHALL HAVE A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION. 6, ALL MODIFICATIONS REQUIRED FOR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS, AND MADE DURING SHOP FABRICATION. FIELD BURNING OF STRUCTURAL STEEL IS PROHIBITED. Page 5 Of 14 7. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS CIA "STRUCTURAL WELDING CODE-STEEL". WELDING FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRODES. WELDERS SHALL BE AWS CERTIFIED_ SUBMIT COPY OF ALL CERTIFICATIONS TO THE ENGINEER. SURFACES TO BE WELDED SHALL BE WIRE BRUSHED CLEAN BEFORE WELDING. B. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. SPECIAL STRUCTURAL INSPECTIONS 1. THE OWNER WILL HIRE AN INSPECTION AGENCY OR RETAIN THE ENGINEER OF RECORD TO PERFORM ALL REQUIRED SPECIAL INSPECTIONS AND TEST. 2, SPECIAL STRUCTURAL INSPECTIONS SHALL BE CONDUCTED AND DOCUMENTED AS PER CHAPTER 17 OF THE IBC AND ALL APPLICABLE AMENDMENTS FOR THE FOLLOWING ITEMS OR AS REQUIRED BY THE BUILDING OFFICIAL: • STEEL CONSTRUCTION STEEL CONSTRUCTION MINIMUM SPECIAL INSPECTION: GENERAL CONFORMANCE AND BOLTS ONLY; ALL WELDING TO BE PRE-QUALIFIED SHOP WELDS WHERE POSSIBLE, PERFORMED IN A SHOP AND BY A WELDER THAT IS AWS CERTIFIED. ALL STEEL FABRICATORS THAT ARE NOT PRE-APPROVED BY THE BUILDING OFFICIAL SHALL BE INSPECTED IN ACCORDANCE WITH SECTION 1704.2 OF THE IBC. • CONCRETE CONSTRUCTION • ANCHOR BOLTS IN PRE-DRILLED HOLES IN CONCRETE OR IN MASONRY • SITE SOIL CONDITIONS (AS REQUIRED; SEE FOUNDATION DESIGN NOTES) 3. ALL SPECIAL INSPECTIONS SHALL BE CONDUCTED BY A QUALIFIED SPECIAL INSPECTOR AS DETERMINED BY THE BUILDING OFFICIAL AND/OR PERFORMED UNDER THE SUPERVISION OF THE ENGINEER OF RECORD. 4, A STATEMENT OF SPECIAL STRUCTURAL INSPECTION IN ACCORDANCE WITH SECTION 1705 OF THE IBC SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO BEGINNING OF ANY SPECIAL STRUCTURAL INSPECTIONS BY THE SPECIAL INSPECTOR. 5. SPECIAL STRUCTURAL INSPECTION REPORTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD IN ACCORDANCE WITH SECTION 1704 OF THE IBC, Page 6 Of 14 - -- ; 1 � 44 ?1 ��� I 1 1 20'x40' STEEL CANOPY FOUNDATION PLAN son E: 714°=,-0° ------ -- - -- -------- -------- - - - ------ i . I i � ryP I S11 I I ( I I I I ' I I 1 I i __ G&YMZM HS5.&W/16 OR 1 APFMD EOWV,w + I 1 I I I 64L4Ah2E0 NS IOXhC199 OR K"AAW EM IYP. D'Ra'ACOLOURSHAOE'RAINPORESV OR ROYAL'SUE7 CANOPY OR EOUAL:APPROVED BY U HAUL OONSIRUMON DEPARTMENT. 2 20'x40' STEEL CANOPY PLAN Page 7 Of 14 --- ------- `--- `-` --------- f\ LOLL,„q Rrviti'%@iOLMRSNhO['IwNFtlaESY Ck-' 5.11 ROYk 81W OAHOPY OR FAUAL APPROVED Bt'U—HAUL CONS UCTIPN oEPORRAEW. W-1. LI20'x4O' STEEL CANOPY SIDE ELEVATION SCALE 1W-1'-0° �TTCOLOURSHADE 'RALNFORS”OR 'ROYAL BLUE' CANOPY OR EpUA APP'K LJ BY U-HAUL CONSTRUCTION OvaARUdNT. b ------------ cavnti¢ ess easo�n25 OR �APPftOYFC[QUO,T1P. SJi;r 1 R i 4 20'x40' STEEL CANOPY SIDE ELEVATION SCALE: 1(4'=1-0" Page 8 Of 14 LAP SPLICE LENGTHS (IN.) LENaTHS r - -- -- - N. BAR lAP 2500 P51 3000 PSI 3500 PSI 4000 PSI _ _ 4690 PSI 500D PSI SEE CUSS TOP B4'E OTHER PARS TOP WS- OTHER EARS TOP BARSs OTHER EARS 1 11&Va' OTHER BARS 70P BAESSS OTHER BARS TOP EARSS OTHER 3AR8 CASE lT AS6 2CA18 iG2 ?CASE iG45E 2CASE i E 2GA20 1G4SE 2CASE 1 SE 21-19 1C 8 2GSE 1�CABE 2CASE CASE CASE 1 Si 2048E 1 E WE 1 55f 2 A 24 36 2! 22 33 17 2S 29 30 16 —43.,.I. 19 28 15 22 18 27 14 21 tI 25 113 20_ #3 B 31 46 24 38 28 42 22 33 25 39 20 30 25 37 10 28 23 I 35 16 1 2V 22 33 17 25 - 1 24 A 32_� 47 24 35 29 43 22 33 27 AD 21 31 25 37 19 29 24 35 18 27 23 34 17 26 41 61X32 47 38 56 29__43 35 52 27 40 33 49 25 37 1 31 4S 24 35 29 44 23 34 #5 L- A 39 59 30 45 36 54 28 42 33 50 26 39 - 31 47 24 36 3D 44 23 , 34 28 42 22 32 I B 51 77 39 59 47 1 70 36 54 43 65 33 50 1 41 61 31I 36 57 30 r 44^ 36 54 28 42 5 A 47 7; 36 54 43 fi5 33 50 4Q 60 31 46 37 56 29 1 43 35 63 27 41 34 -50 26 39 B 51 92 47 71 56 84 A} 65 52 78 40 60 49 73 37 56 46 69 36 ` 44 55 34 50 A 69 103 5} 79 63 94 48 72 58 87 46 67 54 81 42 63 51 37 49 59 49 73 38 56 B 89 134 69 ID3 81 122 63 94 ZS 113 58 87 77 106 54 Bt 67 100 57 77 53 95 49 73 1 8 A 78 117 60 90 72 107 56 83 _66 99 51 77 62 93 48 72 59 88 45 1 68 56 83 43 64 B 102 153 78 117 93 1139 72� 107 88 129 66 99 81 121 62 93 76 114 59 68 72 103 56 83 4a A 88 132 68 102 87 721 62 93 15 112 58 86 7D 105 54 01 66 99 57 76 53 94 48 72 B 115 772 88 132 105 757 91 121 97 146 75 112 91 136 ]0 105 @6 128 66 99_ _6I_ 122 63 9¢ A 100 143 J] 115 91 136 70 105 84 126 65 97 J9 118 61 91 74 111 57 36 71 106 54 81 1,}'701 B 129 194 1M 149 118 177 91 136 109 164 84 126 102 153 79 118 96 144 1 74 111 92 13] 71 106 —— 21, A 11D 165 65 i27 iDt f i51 78 ii6 y 03_ 140 72 106 87 131 67 101 82 123 ! 64 9 II? 60 90 B 143 215 110 185 131 198 ?Di 151 121 13? 93 140 114 170 87 1 131 107 _160 82 152 78 117 N A 133 199 102 153 121r 161 93 149 112 15@ 9fi 129 105 15] 81 121 99' 148 076 141 72 108 18 N A 177 265 136 209 161 242 124 186 149 224 115 172 140 97 ' 187 96 144 1 LAP SPLICE SCHEDULE FOR UNCOATED CONCRETE REINFORCING BARS Detail Notes: 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONC. 2 TENSION LAP—SPLICE LENGTHS ARE CALCULATED PER ACI 318, SECTIONS 12.15. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MIN. CODE REQUIREMENTS. 3. CASES i AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND CENTER—TO—CENTER SPACING OF THE BARS ARE DEFINED AS: BEAM OR COLUMNS: CASE 1 — COVER AT LEAST 1.0 db AND CENTER—TO—CENTER SPACING AT LEAST 2.0 db CASE 2 — COVER LESS THAN l.Odb OR CENTER—TO—CENTER SPACING LESS THAN 2_.0 db. ALL OTHERS: CASE 1 — COVER AT LEAST 1.0 db AND CENTER—TO—CENTER SPACING AT LEAST 3.Odb. CASE 2 — COVER LESS THAN 1.0 db OR CENTER—TO—CENTER SPACING LESS THAN 3.0 db 4. ACI 318 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS. 5. TOP BARS ARE HORIZ. BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW THE BARS, 6. FOR GRADE 40 REINFORCING BARS, MULTIPLY TABULATED VALUES BY 0.67 (12" LAP MIN.). FOR LIGHT WEIGHT CONC., MULTIPLY TABULATED VALUES BY 1.3. Page 9 Of 14 LAP-SPLICE LENGTH FOR UNCOATED REINFORCING BARS LENGTHS (IN.) SINGLE MAT DOUBLE MAT BARSIZE 1500 PSI 1800 PSI 2000 PSI 1500 PSI 1800 PSI 2000 PSI #3 19 17 17 19 17 17 #4 25 23 22 31 29 27 #5 31 29 27 49 45 42 #6 53 48 46 98 90 85 #7 67 61 58 133 122 116 #8 93 85 81 186 1 170 1 161 #9 119 108 103 237 216 205 NOTES: 1. LAP-SPLICE LENGTHS ARE CALCULATED PER 2006 IBC 2107.5. 2. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS. 3. FOR GRADE 40 REINFORCING BARS MULTIPLY TABULATED VALUES BY 0.67 (15° LAP MIN). 4. MECHANICAL SPLICE REQUIRED FOR BAR SIZES GREATER THAN #9. (MECHANICAL SPLICES SHALL DEVELOP 125% OF THE TENSILE STRENGTH OF THE BAR) 2 LAP SPLICE SCHEDULE FOR MASONRY REINFORCING BARS NOSCALE RECOMMENDED END I KS(All GRADES)D-FIWSHED DUAILINC DIMENSION Hw BEND DAMM9 A or G BAR 1B0'MOCKS _ 9G HOCKS SITES O in A ar G J A o[6 4 3 _5 4 -3-74—_ _ _______y 6 41/2 6 B i-0 IBP 3 5 1 4 10 ] '_2 8 6 it D 1-4 79 9 1-3 11 34 I-J 90 ID ID 1/4 1-5 1-0 3/4 1-IP ii 11 1/4 ��I 1-7 1-2 3/4_ _20 14 D 2$ 1 5 j2 2 iD 11 Sj 3 D 2­31 w Tli -3--5 — 4M Ed5MIC SIIRRUP/TJL HOCK WMENSONS(ALL GRADES) PAR 135' HOODS 9P HOOKS _ SUE D(ti,.) A or G H APPROX. A m C IN 3 112 41/4 3 4 4 2 4i/2 3 4112 5 2 1 2 5 1/2 3 3/4 6 T64 1/2 - B 4 1/2 6 !" ] 5 1 4 4 5 1/4 9 la 6 10 112 6 T A1L 5VECIFlC SIZES RECOMMENDED RX CR51 BU OW MEET MUMUM R UWEMENiS OF Cl 313 d Cai 1 REINFORCING STANDARD HOOKS SCALE SCALE NO Page 10 Of 14 REINFORCING DEVELOPMENT LENGTH OF STANDARD HOOKS TABLE-TYPICAL U.N.O. BAR CONCRETE MASONRY SIZE ALL ALL 3 9 5 4 11 6 5 14 8 6 17 9 7 20 10 8 22 12 9 25 -- 10 28 -- 11 31 -- 14 -- -- 18 -- -- TABLE NOTES: 1. DEVELOPMENT LENGTHS ARE CALCULATED PER ACI 318-05, 12.2.3, EQ. (12-1) FOR CONCRETE AND ACI 530-05, 2.1.10.5.1 FOR MASONRY. 2. DEVELOPMENT LENGTH SHALL BE INCREASED BY 30% FOR LIGHTWEIGHT CONCRETE. =REIN F. DVLPMNT STANDARD HOOKS TABLE NO SCALE TYP HSS HIP PER PLANS TYP STEEL ROD 1/2" DA X 1 3/4° LCNG COLUMN CAP. HISS 5.500x0.188 X— =I_ 6" LONG W/ 3f8" X 5 if2" 91A. __ �"_(2� 1/2 DIA A325 BOLT W/ STEEL GAP PL NUT WELDED TO ONE SIDE OF HIP TYP I (2) 1/2" DIA A325 THRU BOLT W/ WASHER AND NUT STEEL COLUMN PER P1ANS 6C =2ax4U STEEL CANOPY COLUMN CAP DETAIL NOSCA E Pagel 1 Of 14 CL COCMI & CONCRETE FOUNDATION FTC BEYOND I P TYP b,I STEEL COLUMN PER PLANS 112" THICK x 12" DIA STEEL BASE PL I I I I I I I 1 � I (6) 3/4" CIA ANCHOR RODS STEEL COLUMN PER PLANS----_,__ ! EQUALLY SPACED (16" MIN EMBED INTO FOOTING). 112" STEEL GUSSET PL STEEL BASE PL 1 1/2" NON-SHINK GROUT 'HARDSCAPE OR FINISH GRADE OR 1 1/4' NON-SHINK j `�' AS OCCURS. GROUT W/ 1/4" LEVELING PL ' N i I s � I z - CONCRETE PIER. REINFORCE W/ #5 VERT BARS EQUALLY z --- -_ SPACED AND #3 TIES M 6° O.C. VERTICALLY, PROVIDE DOUBLE TIES AT TOP OF PIER. ALL TIES TO -: ----- ENCOMPASS VERTICAL REINF AND -- -_- ANCHOR RODS AND BE TIED TO - VERTICAL REINF. i-� 2 Q" Ld20'x40' STEEL CANOPY FOUNDATION DETAIL 314SCA E: Page 12 Of 14 3/8" STEEL PL. CUT TO FORM RIDGE AND HIP SLEEVE. HSS —1/2° STIFFENER PL (ONE AT 4.5000,188 X 24" LONG RIDGE AND EACH HIP) (2) 1/2" DA A325 BOLT 2 0 HSS RIDGE PER PLANS W/ NUT WELDED TO SLEEVE TYP HSS HIP PER PLANS H _ 4 M TYP L710 20'x40' STEEL CANOPY HIP DETAIL NO SCALE RIDGE AND HIP SLEEVE. HSS 4.5004.188 X 24" LONG `.� 7/2" SDFFENFR PL BEYOND (ONE HSS HIP PER PLANS— ��� AT RIDGE AND EACH HIP) \HISS RIDGE PER PLANS \\ / .aa 2'-0" TYP l� 7YP� V 8C 201x40' STEEL CANOPY HIP/RIDGE DETAIL 314scaLE: "= 1'-0" Page 13 Of 14 f y ELEVATION PLAN (BOTTOM) 3/8° SS or GS CABLE O.N.O. 3/8" SS or GS CABLE U.N.O. 3/8" ROD TYP 3/ 6„ LANE TENSION HIP COMPRESSION CABLE USWO 3/8„ TURNBUCKLE OR SIMILAR. TENSION TO REMOVE CABLE SLACK TO TAUGHT CONDITION. DO NOT DEFLECT HIP MEMBERS DUE TO FXCFSSIVF TENSION 9C HIP COMPRESSION GABLE NO SCALE: SCALE Page 14 Of 14 fg1tH NORTH RICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21, 2017 SUBJECT: SDP 2017-04 Public Hearing and consideration of a request from Pacheco Koch Consulting Engineers, Inc., for a special development plan for the TEXRail Smithfield Station parking lot on 8.246 acres located at 6408 and 6416 Smithfield Road. PRESENTER: Clayton Comstock, Planning Manager SUMMARY: On behalf of the Fort Worth Transportation Authority, Pacheco Koch Consulting Engineers, Inc., is requesting approval of a special development plan (SDP) in the Smithfield Transit Oriented Development (TOD) District. The applicant proposes to construct a surface parking lot to serve the TEXRail commuter rail station that is presently under construction. The property is located at the southeast corner of Smithfield Road and the railroad right-of-way. GENERAL DESCRIPTION: The project is located within the "TOD Core" Character Zone of the Smithfield TOD District. The proposed special development plan is intended to authorize the use of the property as a surface parking lot. Under the TOD standards, the use of a property as a surface parking lot requires specific approval as part of a special development plan. The Smithfield TEXRail station platform is being constructed just east of Smithfield Road. The park-and-ride lot and associated drop-off lanes for the station will be constructed on the south side of the tracks. The lot provides 550 parking spaces for vehicles and a separate drive and turnaround for future bus service. Access to the parking lot is provided from Smithfield Road and a new street section of Cardinal Lane that is planned to serve as another connection from Smithfield Road to Davis Boulevard between Main Street and Mid-Cities Boulevard. The Cardinal Lane section will be constructed to provide access to the parking lot for drivers and buses. A copy of the site plan, landscape plan, and signage plan for the parking lot is attached. DRC REVIEW: The Development Review Committee (DRC) evaluated the proposal based on the design intent and standards for the Smithfield TOD area. A summary of the DRC review is detailed below. 1gFkH NORTH RICHLAND HILLS Streetscape design. The architectural plans for the station are intended to be emblematic of early 20th century materials that would have been used for railroad station platforms. The various streetscape elements, such as street lights, benches, trash receptacles, etc. will carry a classic, traditional theme rather than any contemporary or modern design. Signage. A 16-foot tall cast-concrete " Wo sign similar to the one shown at right is also proposed as part of this Special Development Plan. The sign would be located along Smithfield Road to �.r identify the entrance of the station's L park-and-ride lot. As monument signs are not permitted within the TOD Core unless along a major arterial such as Davis Boulevard or Mid-Cities Boulevard, special approval is required for this proposed sign. Landscaping. As has been the case with previous Special Development Plan applications, a reduction to the required parking lot landscaping is being requested as part of this application. As written, the TOD Code would require a considerable amount of parking lot landscape islands and trees. Due to the limited land area and need for a specific number of parking spaces, meeting the parking lot landscaping requirements was not feasible for this site. Additionally, future success of the station and surrounding transit-oriented development may require future investment in structured parking. At which time parking lot landscaping would be removed. COMPREHENSIVE PLAN & CURRENT ZONING: This area is designated on the Comprehensive Land Use Plan and is currently zoned Transit Oriented Development. The purpose of the transit oriented development code is to support the development of the community's station areas into pedestrian-oriented, mixed-use urban neighborhoods, with convenient access to rail transit, shopping, employment, housing, and neighborhood retail services. The goal of each station area is to encourage an efficient, compact land use pattern; encourage pedestrian activity; reduce the reliance on private automobiles; promote a more functional and attractive community through the use of recognized principles of urban design; and allow property owners flexibility in land use, while prescribing a high level of detail in building design and form. SPECIAL DEVELOPMENT PLAN: The applicant is requesting a special development plan for consideration of modifications to the standards of the transit oriented development district. The special development plan process is intended to allow IgRH NORTH RICHLAND HILLS applicants development flexibility to address specific market opportunities and/or contexts within the transit oriented development district. In evaluating a special development plan, the Planning and Zoning Commission and City Council must consider the extent to which the application meets the following: • the goals and intent of transit oriented development in the city; • provides an alternative "master plan" approach by consolidating multiple properties to create a predictable, market responsive development for the area; • fits the adjoining context by providing appropriate transitions; • provides public benefits such as usable civic and open spaces, livable streets, structured and shared parking, and linkages to transit; and, • does not hinder future opportunities for higher intensity transit oriented development. CITY COUNCIL: Following a recommendation from the Planning and Zoning Commission, a public hearing for this item will be held by the City Council at the October 9, 2017, meeting. RECOMMENDATION: Approve SDP 2017-04. 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DESCRIPTION Special Development Plan to construct a parking lot as the primary use of a property. PUBLIC HEARING DATE Planning and Zoning Commission 7:00 PM Thursday, September 21, 2017 City Council 7:00 PM Monday, October 9, 2017 MEETING LOCATION City Council Chambers - 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 City Council public hearing. Because changes are made to requests during the public hearing process, you are encouraged to follow the request through to final action by City Council. Planning& Zoning Department 1 4301 City Point Drive - NRH 76180 817-427-6300 1 www.nrhtx.com I planning @nrhtx.com Z N U U S I CARD H TH R MID-CITIES BLVD .O z .v 5 y a O� N A Feet Prepared by Planning 9/5/2017 0 100 200 400 600 800 I L - qoe sv — I J ••• � N'�.. 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Owner Name Address City, St Zip BATES REALTY LP 6433 DAVIS BLVD NORTH RICHLAND HILLS,TX 76182 BATES REALTY LP 2900 COUNTY ROAD 1217 CLEBURNE, TX 76033 BORDEN, JAMES 709 SINGING QUAILTRL HASLET,TX 76052 C &J ENTERPRISES PO BOX 1910 ROANOKE, TX 76262 DAVIS COMMONS LP 3113 S UNIVERSITY FL 6 DR FORT WORTH, TX 76109 FORT WORTH TRANSPORTATION AUTH 800 CHERRY ST STE 850 FORT WORTH, TX 76102 GOODMAN, VIRGINIA 6413 SMITHFIELD RD FORT WORTH, TX 76182 JOHNSON, JESSIE & VIRGINIA 6413 SMITHFIELD RD NORTH RICHLAND HILLS,TX 76182 NORTON, RALPH E 3005 OAKSHIRE ST DENTON, TX 76209 RUNYON, ERNEST LEE 5732 STARLING CIR HALTOM CITY, TX 76117 g m I a PI I w 9 6 Z oz IM Y .. .'"1 s a c � .g w ° W w, i f � I�p✓�q x I m.xm re� am nu . as g� II �° J� aww d � awm a I �6 00 i>•tl _ _4"9 i 0_ � 10 a w n. ---- _ Pq�0 OW 5G0 fl __ '-F I I 4 J I I I i I I & I � i I I I I I 0 IT F PIP", ION IP h4, [9w 1 7 F I pi f fa .............. lFii ads L A'S IM kjrl%1�411 ll� Id ---WIS.— i�4 .............. 02 z ZT Jd �zz z mu Fag wa> 8x M... pp 0 "< VE e At' ci INI iq J—1, W.m \ \ ( })\ } \ 90 / \ \/ ^ ^ � H . ` / / / - y 3 / Q / \ \ \ ) \ OW \ / \ o m ^ \_ } /\> ° / ' o :_:. \,: :„_., !\\ - - - : ::::,: (, o , :_ oo : / - w - : : ` ~~ o ° ° 0 \ \ \ : ? ww w � , . 92 \ : \ \ \ \ : ? - / \- - } z, , �. s w �} ` ` ^ ^ o. \ I. � \ m \ \ \ \ ) } _ «««} ( ()} }, � \ / \ lo } 0 „ ; ! \ w \ 0. / � , \ w m \ ` \ / ~ \ , \ 2 U y \■ ■: _ \ ■:CL } } } } } } \ » » . { \ { ) { \ / } , / « ) \ o « w< d z : s . / _ « _ « _ - : : : : \ / o «««} fg1tH NORTH RICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21, 2017 SUBJECT: RP 2017-06 Consideration of a request from Pacheco Koch Consulting Engineers, Inc., for a replat of Lots 2R1 and 11 R1, Block H, Smithfield Addition on 8.246 acres located at 6408 and 6416 Smithfield Road. PRESENTER: Clayton Comstock, Planning Manager SUMMARY: On behalf of the Fort Worth Transportation Authority, Pacheco Koch Consulting Engineers is requesting approval of a replat of Lots 2R1 and 11 R1, Block H, Smithfield Addition. This 8.246-acre subdivision includes two lots located on the east side of Smithfield Road and south of the railroad right-of-way. The proposed replat meets the requirements of the zoning ordinance and subdivision regulations. GENERAL DESCRIPTION: The property is currently platted as two adjacent lots, with separate plats approved in 1995 and 2005. The proposed replat would make the following changes to the previous plats for these two lots: 1 . Lot 2R1 would be created on the south side of the railroad right-of-way. This 6.749-acre lot is the location for the parking lot of the TEXRail station in the Smithfield transit oriented development (TOD) area. A special development plan application for the parking lot is a related item on the September 21 , 2017, agenda. 2. A 60-foot wide right-of-way dedication would be provided for Cardinal Lane. This new road is required by the regulating plan for the Smithfield TOD. The road will be constructed to provide access to the Smithfield station parking lot, and will ultimately connect Smithfield Road and Davis Boulevard. 3. Lot 11 R1 would be created on the south side of Cardinal Lane. This 0.855-acre lot would be available for future development as part of the Smithfield TOD. As required by Section 212.015 of the Texas Local Government Code and Section 110- 219 of the subdivision regulations, this replat will require a public hearing when the plat is considered the City Council. 1gFkH NORTH RICHLAND HILLS COMPREHENSIVE PLAN & CURRENT ZONING: This area is designated on the Comprehensive Land Use Plan and is currently zoned Transit Oriented Development. The purpose of the transit oriented development code is to support the development of the community's station areas into pedestrian-oriented, mixed-use urban neighborhoods, with convenient access to rail transit, shopping, employment, housing, and neighborhood retail services. The goal of each station area is to encourage an efficient, compact land use pattern; encourage pedestrian activity; reduce the reliance on private automobiles; promote a more functional and attractive community through the use of recognized principles of urban design; and allow property owners flexibility in land use, while prescribing a high level of detail in building design and form. SURROUNDING ZONING I LAND USE: North: TOD Transit Oriented Development Smithfield TOD West: TOD Transit Oriented Development Smithfield TOD South: TOD Transit Oriented Development Smithfield TOD East: TOD Transit Oriented Development Smithfield TOD PLAT STATUS: The property is currently platted as Lots 2R and 11R, Block H, Smithfield Addition. CITY COUNCIL: The City Council will consider this request at the October 9, 2017, meeting following a recommendation by the Planning and Zoning Commission. RECOMMENDATION: Approve RP 2017-06. 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VOA�za ')0 p yd�tS1� e' �E 1i; 2 k , \anti\ Yv l ef, yp m{n�aroa uow l �8 dp Qa9�,oa ga� p O O(J 073U y/lIP M 5�...- Q Eyso pad • � \ m��N �� �� y n�� \ d 1g1kH NORTH RICHLAND HILLS PLANNING AND ZONING COMMISSION MEMORANDUM FROM: The Office of the City Manager DATE: September 21, 2017 SUBJECT: RP 2017-09 Consideration of a request from HP Civil Engineering, LLC for a replat of Lot 1 R, Block C; Lot 2R, Block A; and Lot 1 R, Block B, Hometown-Dolce Addition on 9.824 acres located at 8900 Vermillion Street, 6021 Ashbury Street, and 6021 Parker Boulevard. PRESENTER: Clayton Comstock, Planning Manager SUMMARY: On behalf of Dolce Living Hometown, LLC, and Hometown Tract I, LLC, HP Civil Engineering is requesting approval of a replat of Lot 1 R, Block C; Lot 2R, Block A; and Lot 1 R, Block B, Hometown-Dolce Addition. This 9.824-acre subdivision includes three lots generally located south of Parker Boulevard along Ashbury Street and Vermillion Street. The proposed replat meets the requirements of the zoning ordinance and subdivision regulations. GENERAL DESCRIPTION: The proposed replat would make the following changes to the previous plats for Hometown-Dolce Addition: 1 . Lot 1X, Block B and the associated drainage easement would be abandoned. This lot was an open space lot and median in the right-of-way of Ashbury Drive. The median would not be constructed, but the open space area would be incorporated into Lot 1 R, Block B, on the north side of the street. 2. On Lot 1, Block C, the 20.5-foot sanitary sewer easement on the south side of the lot would be abandoned and replaced with a 20-foot sanitary sewer easement. This change would align the easement with the planned location of the sanitary sewer line. As required by Section 212.015 of the Texas Local Government Code and Section 110- 219 of the subdivision regulations, this replat will require a public hearing when the plat is considered by the City Council. COMPREHENSIVE PLAN: The Comprehensive Plan classifies this area as "Town Center," which directly relates to the Town Center zoning district. This designation establishes development standards to promote a sustainable, high quality, mixed-use 1g1kH NORTH RICHLAND HILLS development. The components of the district — buildings, streets, and public spaces — are intended to create and sustain an integrated pedestrian-friendly living environment. THOROUGHFARE PLAN: The development has frontage on Parker Boulevard, Ashbury Street, and Vermillion Street. On-street parking is provided on all streets. The streetscape will include sidewalks and street trees. CURRENT ZONING: The property is currently zoned TC Town Center. The site is also located in the Neighborhood Core and Neighborhood Center subzones. SURROUNDING ZONING I LAND USE: North: TC Town Center Town Center West: TC Town Center Town Center South: TC Town Center Town Center East: TC Town Center Town Center PLAT STATUS: The property is currently platted as Lot 1, Block C; Lot 2, Block A; and Lots 1 and 1X, Block B, Hometown-Dolce Addition. CITY COUNCIL: The City Council will consider this request at the October 9, 2017, meeting following a recommendation by the Planning and Zoning Commission. RECOMMENDATION: Approve RP 2017-09. jr, arm o� 4R; S X76 io: J RY ST Q O Q PJ� bbd JQ` J� �v QP ¢ h � z � o 3AV 3CIIV13CIV -J+ W as a3j SS3N rda Ho0b8�bW �S d0 ,, �y ,� ; . 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