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Home My WebLink AboutCC 2017-01-09 Agendas M RH NOKTH RICHLAND HILLS CITY OF NORTH RICHLAND HILLS CITY COUNCIL AGENDA 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TX 76180 MONDAY, JANUARY 9, 2017 WORK SESSION: 6:00 PM Held in the City Council Work Room CALL TO ORDER 1. Discuss items from regular City Council meeting 2. Welcome and introduction - public official, public employee or citizen. 3. Review the North Richland Hills City Wide Trail and Route System Plan EXECUTIVE SESSION The City Council 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 City Council to seek advice from the city attorney (551.071) as to the posted subject matter of this City Council meeting. The City Council 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. 1. Section 551.072: Deliberate the purchase, exchange, lease or value of real property - (1) 6720 NE Loop 820 and (2) 9005 Grand Avenue. REGULAR MEETING: Immediately following executive session (but no earlier than 7:00 p.m.) Held in the City Hall Council Chambers Monday, January 9, 2017 City Council Agenda Page 1 of 3 A. CALL TO ORDER A.1 INVOCATION - COUNCIL MEMBER TURNAGE A.2 PLEDGE - COUNCIL MEMBER TURNAGE A.3 SPECIAL PRESENTATION(S) AND RECOGNITION(S) A.3.1 Presentation of 2016 Christmas Lighting Awards A.4 CITIZENS PRESENTATION An opportunity for citizens to address the City Council on matters which are not scheduled for consideration by the City Council or another City Board or Commission at a later date. In order to address the Council, please complete a Public Meeting Appearance Card and present it to the City Secretary prior to the start of the Council meeting. A.5 REMOVAL OF ITEM(S) FROM CONSENT AGENDA B. CONSIDER APPROVAL OF CONSENT AGENDA ITEMS B.1 Approve minutes of the regular December 12, 2016 City Council meeting. B.2 Modify the 2017 City Council meeting schedule. B.3 Approve purchase of turf equipment and riding mowers from John Deere for the Iron Horse Golf Course in the amount of$129,619.90. B.4 Authorize the city manager to execute a contract with DFW Double D Contracting, LLC d/b/a Double D Contracting, LLC for the installation of three pedestrian bridges at NRH2O in the amount of$71,500. C. PUBLIC HEARINGS C.1 ZC 2016-18, Ordinance No. 3442, Public Hearing and consideration of a request from Dustin Austin for a Zoning Change from AG Agricultural to R-2 Single Family Residential on 2.79 acres located at 8149 Precinct Line Road. C.2 SUP 2016-05, Ordinance No. 3441, Public Hearing and consideration of a request from Icon Consulting Engineers, Inc., for a Special Use Permit for a Drive Through Building less than 1,400 square feet located at 6244 Rufe Snow Drive. Monday, January 9, 2017 City Council Agenda Page 2 of 3 D. PLANNING AND DEVELOPMENT E. PUBLIC WORKS E.1 Approve the award of Project RFP No. 16-025 to DFW Services, LLC for the construction of Boulevard 26 Utility Burial Project (ED0601) in the amount of$1,296,100.00. F. GENERAL ITEMS G. EXECUTIVE SESSION ITEMS - CITY COUNCIL MAY TAKE ACTION ON ANY ITEM DISCUSSED IN EXECUTIVE SESSION LISTED ON WORK SESSION AGENDA H. INFORMATION AND REPORTS - MAYOR PRO TEM WELCH H.1 Announcements I. 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, January 6, 2017 at 3:00 PM. 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, January 9, 2017 City Council Agenda Page 3 of 3 ?g1kH NORTH KICHL,AND HILLS CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 09, 2017 SUBJECT: Discuss items from regular City Council meeting. PRESENTER: Mark Hindman, City Manager SUMMARY: The purpose of this item is to allow City Council the opportunity to discuss any item on the regular agenda. GENERAL DESCRIPTION: The purpose of this standing item is to allow City Council the opportunity to inquire about items that are posted for discussion and deliberation on the regular City Council agenda. City Council is encouraged to ask staff questions to clarify and/or provide additional information on items posted on the regular or consent agenda. City Council may also elect to move items from the regular agenda to the consent agenda upon receiving clarification from staff on posted regular agenda items. ?g1kH NORTH KICHL,AND HILLS CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 09, 2017 SUBJECT: Welcome and introduction — public official, public employee or citizen PRESENTER: Mark Hindman, City Manager SUMMARY: Introduction of public official, public employee or citizen in attendance at the meeting. GENERAL DESCRIPTION: The purpose of this item is to provide City staff or City Council the opportunity to recognize and introduce a public official, public employee or citizen in attendance at the meeting. MRH CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 9, 2017 SUBJECT: Review the North Richland Hills Citywide Trail and Route System Plan PRESENTER: Michael Wilson, Park Planner GENERAL DESCRIPTION: Included in the currently approved Parks and Recreation Capital Improvement Program Budget, the Citywide Trail and Route System Plan project provides for the preparation of a comprehensive trail and bike route system plan focusing on connecting our existing off-road trail network with schools, parks, transit-oriented developments, commercial districts, and other destinations throughout the city. Our consultant, Alta Planning + Design, was tasked with analyzing our existing transportation network and developing a list of opportunities for future investments in bicycle and pedestrian infrastructure. The consultant performed an initial analysis using the City's existing geospatial data, and later incorporated stakeholder input and field observations to refine their recommendations. The resulting plan is comprised of recommendations for intersection safety treatments, wayfinding improvements, and on-road bicycle facilities that will make our existing trail network safer and more connected. Implementation of these recommended facilities will, however, be dependent upon traffic analysis, available Right-of-Way, and potential impacts to other city services and budgets. Facility types and locations may be attuned as potential projects are studied and designed in greater detail. The Park and Recreation Board reviewed and discussed the Citywide Trail and Route System Plan at their October 3, 2016 meeting and unanimously recommended to forward the Plan to City Council for their review. Michael Wilson, Park Planner, will present the Plan and provide information about possible future funding opportunities to perform some of the projects. Staff will also seek the City Council's guidance on the next steps for the Citywide Trail and Route System Plan ranging from simply acknowledging its receipt to formal adoption as a regulating document. tl VX a / u" li F ' V 1' n 41 `` fI (1) � \ \ . _ / / \ \ c ` x G \ . .� ` , � LM m 0 LL �� st � � ��%ma _ �✓i;. � ... �t.. . ... �, , �. � 1 r a � f. J 3.. 1 1 ,,, ��; �.,�„ l �, ...., ti rc 5 �� ti, a , r _...� r r , � ... I �� . 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I a222 I J f \ z •- 4.0 t� 3 LL r LL V G9Syg�j�g�� ,,,.� f„�idd� Ftl $61111 $ww� mass � 3 T ff '�. w- 11 ry I L l� a j 1 .�._. e� P . a-+ L y (D c E W U O O •� 0 a cu Z L 0 O Co Hi 1 V e.\f l O gg J pl 11 l � aaawwm � ,i Nj r } ii ,,,. ___._. ?g1kH NOKTH KICHL,AND HILLS CITY COUNCIL MEMORANDUM FROM: Office of the City Manager DATE: January 9, 2017 SUBJECT: 2016 Christmas Lighting Awards PRESENTER: Kathy Luppy, Keep NRH Beautiful Chairman SUMMARY: Keep NRH Beautiful annually recognizes residents for beautifully decorating the outside of their homes during the holiday season. Residents were encouraged to submit nominations. The Keep NRH Beautiful Commission members judged all nominations on Sunday, December 11. Judging was based on theme, uniqueness and number of displays. One winner was chosen from each of nine geographical areas. The winners received an award sign for their yard and will be presented tonight with a certificate as well as a $25.00 gift card. GENERAL DESCRIPTION: Area 1 Art & Lori Kamenicky 3628 Dawn Area 2 Victor Horton, Jr, & Victoria Ciervo 4708 Blaney Area 3 Joe & Liesl Sanders 4921 Skylark Area 4 Fred & Ann Eustace 7512 Terry Court Area 5 Scott & Sarah Gasch 8600 Newman Area 6 Ayaz Khan 7420 Steward Area 7 Cameron & Nicole Weiss 7205 Stoneybrooke Area 8 Thomas Dellinger 7708 Evergreen Area 9 Jerry Jarzombek 8558 Shadybrooke RECOMMENDATION: To recognize the winners of the 2016 Christmas Lighting Awards. NNORTH RICHLANn HILLS MRH CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 09, 2017 SUBJECT: Approve minutes of the regular December 12, 2016 City Council meeting. PRESENTER: Alicia Richardson, City Secretary SUMMARY: The minutes are listed on the consent agenda and approved by majority vote of the Council at the City Council meetings. GENERAL DESCRIPTION: The City Secretary's Office prepares action minutes for each City Council meeting. The minutes for the previous meeting are placed on the consent agenda for review and approval by the City Council, which contributes to a time efficient meeting. Upon approval of the minutes, an electronic copy will be uploaded to the City's website. RECOMMENDATION: Approve minutes of the regular December 12, 2016 City Council meeting. MINUTES OF THE WORK SESSION AND REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS HELD IN THE CITY HALL 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TX 76180 DECEMBER 12, 2016 WORK SESSION The City Council of the City of North Richland Hills, Texas met in work session on the 12th day of December 2016 at 5:30 p.m. in the City Council Workroom prior to the 7:00 p.m. regular Council meeting. Present: Oscar Trevino Mayor Tim Welch Mayor Pro Tern Tito Rodriguez Council, Place 1 Rita Wright Oujesky Council, Place 2 Tom Lombard Council, Place 3 Tim Barth Council, Place 4 David Whitson Council, Place 5 Scott Turnage Council, Place 6 Staff Members: Mark Hindman City Manager Karen Bostic Assistant City Manager Paulette Hartman Assistant City Manager Jimmy Perdue Director of Public Safety Mike Curtis Managing Director Alicia Richardson City Secretary Maleshia B. Farmer City Attorney CALL TO ORDER Mayor Trevino called the meeting to order at 5:31 p.m. 1. DISCUSS ITEMS FROM REGULAR CITY COUNCIL MEETING Council had no questions for staff. 2. WELCOME AND INTRODUCTION - PUBLIC OFFICIAL, PUBLIC EMPLOYEE OR CITIZEN City Secretary Alicia Richardson introduced Chasity Karl, Records Analyst, new employee in the City Secretary's Office. December 12, 2016 City Council Meeting Minutes Page 1 of 12 3. SMITHFIELD STATION & IRON HORSE STATION BRANDING PRESENTATION City Manager Mark Hindman informed Council the branding presentation would be provided by John Pitstick of Our Country Homes and Jody Hanson of Anderson Hanson and Blanton. Ms. Hanson informed Council the Smithfield Station brand was inspired by the area's early history of cotton farming. The major industries relied on the railroad to transport the cotton to market. The St. Louis Southwestern Railway, nicknamed "The Cotton Belt Route", operated from 1891 to 1992. The logo was designed to reflect the proud history and future vision for the Smithfield Station. The Iron Horse Station brand was inspired by the steam-driven railroad engine mode of transportation. The image of the horse reflects the area's heritage. The contemporary logo has modern colors of gray and red/orange, which acknowledge iron and heat. Ms. Hanson commented that they are seeking consensus from Council to utilize the proposed brands to market the North Richland Hills Transit Oriented District areas. Mayor Trevino advised that he is not in favor of the color scheme. The Council had no objection to the proposed design. 4. DISCUSS THE SCOPE AND PROCESS FOR THE 2018 STRATEGIC PLAN (I.E. COMPREHENSIVE PLAN) Assistant City Manager Paulette Hartman explained the philosophy and need for a Strategic Plan to guide decisions and planning for the City of North Richland Hills. Planning Manager Clayton Comstock outlined the scope of the project and timeline for implementing the plan. Staffs intention is to create a Strategic Plan that is specific, measurable, achievable, realistic and time bound. A committee, comprised of 15 members, will identify goals and principles for the Strategic Plan. Mr. Comstock advised that the Plan includes: updated existing land use characteristics of the City and current build-out rate; revised population projections; small area plans; community design standards; infill and redevelopment strategy; transportation plan; and economic development strategy. Staff envisions the 15-member committee, Strategic Plan Advisory Committee, conducting monthly meetings for one year beginning in March 2017. The meetings would either be held on Tuesday or Thursday. The membership of the committee could consist of: three (3) council members, two (2) Planning and Zoning Commission December 12, 2016 City Council Meeting Minutes Page 2 of 12 members, and ten (10) members of the community, which could include existing board/commission members. Staff will schedule outreach and input meetings with the Committee and focus groups and existing organizations, such as: HOA boards, developers / real estate professionals, businesses, Citizen Civic Academy participants, Youth Advisory Committee, and school district administrations and boards. Mr. Comstock reviewed the project timeline with Council. Council discussed the project and membership of the Committee. Mayor Trevino commented that he would like Mayor Pro Tern Welch to serve on the committee with Council members Wright Oujesky and Barth. Mayor Trevino asked Council if they had any opposition. There was no opposition from Council. Council discussed representation that would be best for the Committee and provided direction to Staff. 5. DISCUSS 2017 CITY COUNCIL MEETING SCHEDULE City Secretary Alicia Richardson informed Council the purpose of this item is to discuss the 2017 City Council meeting schedule. There are two meetings during the year that conflict with the Independent School District spring break and the Texas Election Code to canvass election results. In addition to the meetings (March 13 and May 22), the City Council traditionally cancels the second meeting in November and December. In light of the conflicts, staff recommends that Council reschedule the March 13 and May 22 meetings to March 6 and May 15, respectively. Council had no objection to modifying the 2017 meeting schedule as presented by staff and to cancel the November 27 and December 25 meetings. Ms. Richardson informed Council an item would be brought forward at the next meeting to formally modify the 2017 meeting schedule. EXECUTIVE SESSION Mayor Trevino announced at 6:16 p.m. that the Council would adjourn into Executive Session as authorized by Chapter 551, Texas Government Code, specifically Section 551.072: deliberate the purchase, exchange, lease or value of real property - (1) 7301 NE Loop 820 and (2) Davis Boulevard and Mid Cities Boulevard intersection and 551.074: personnel matters to deliberate the employment, evaluation, and duties of public employees - city manager. Executive Session began at 6:23 p.m. and concluded at 7:00 p.M. Mayor Trevino announced at 7:00 p.m. that Council would convene to the regular City Council meeting. December 12, 2016 City Council Meeting Minutes Page 3 of 12 REGULAR MEETING A. CALL TO ORDER Mayor Trevino called the meeting to order December 12, 2016 at 7:05 p.m. Present: Oscar Trevino Mayor Tim Welch Mayor Pro Tern Tito Rodriguez Council, Place 1 Rita Wright Oujesky Council, Place 2 Tom Lombard Council, Place 3 Tim Barth Council, Place 4 David Whitson Council, Place 5 Scott Turnage Council, Place 6 Staff Members: Mark Hindman City Manager Alicia Richardson City Secretary Maleshia B. Farmer City Attorney A.1 INVOCATION Council member Whitson gave the invocation. A.2 PLEDGE Council member Whitson led the pledge of allegiance to the United States and Texas flags. A.3 SPECIAL PRESENTATION(S) AND RECOGNITION(S) There were no items for this category. A.4 CITIZENS PRESENTATION There were no requests to speak from the public. A.5 REMOVAL OF ITEM(S) FROM CONSENT AGENDA No items were removed from the consent agenda. B. CONSIDER APPROVAL OF CONSENT AGENDA ITEMS APPROVED December 12, 2016 City Council Meeting Minutes Page 4 of 12 A MOTION WAS MADE BY COUNCIL MEMBER TURNAGE, SECONDED BY COUNCIL MEMBER WRIGHT OUJESKY TO APPROVE THE CONSENT AGENDA. MOTION TO APPROVE CARRIED 7-0. B.1 APPROVE MINUTES OF THE REGULAR NOVEMBER 14, 2016 CITY COUNCIL MEETING. B.2 AUTHORIZE THE CITY MANAGER TO EXECUTE A THREE (3) YEAR CONTRACT WITH SHI GOVERNMENT SOLUTIONS FOR MICROSOFT ENTERPRISE AGREEMENT WITH AN ANNUAL PAYMENT OF $116,292.00. B.3 AUTHORIZE CITY MANAGER TO EXECUTE AN INTERLOCAL AGREEMENT FOR THE PURCHASE OF GOODS AND SERVICES WITH THE CITY OF BAYTOWN. B.4 APPROVE CHANGE ORDER TO BID 17-001 THE PURCHASE OF THREE FIRE APPARATUS WITH SIDDONS-MARTIN EMERGENCY GROUP, L.L.C. B.5 APPROVE PURCHASE TO MOTOROLA SOLUTIONS, INC. FOR PUBLIC SAFETY RADIOS AND ACCESSORIES IN THE AMOUNT OF $94,424.72. B.6 AUTHORIZE PAYMENT TO THE CITY OF FORT WORTH FOR THE ANNUAL RADIO SYSTEM SERVICES INFRASTRUCTURE IN THE AMOUNT OF $154,965.00. B.7 ADOPT JOINT RESOLUTION AUTHORIZING THE ANNUAL RENEWAL OF AN INTERLOCAL AGREEMENT WITH TARRANT COUNTY FOR 800 MHZ RADIO MAINTENANCE SERVICES. B.8 AUTHORIZE PURCHASE FROM FARRWEST ENVIRONMENTAL SUPPLY, INC, AS GRANT FIDUCIARY FOR NORTHEAST FIRE DEPARTMENT ASSOCIATION (NEFDA), FOR REPLACEMENT HAZARDOUS MATERIALS IDENTIFICATION TOOL IN THE AMOUNT OF $68,551.00. B.9 AUTHORIZE PURCHASE FROM CASCO INDUSTRIES, INC FOR REPLACEMENT BREATHING APPARATUS EQUIPMENT AND ASSOCIATED PARTS IN THE AMOUNT OF $399,561.45. B.10 AUTHORIZE PURCHASE FROM ATLAS UTILITY SUPPLY COMPANY FOR BADGER WATER METER UNITS IN AN AMOUNT NOT TO EXCEED $400,000. December 12, 2016 City Council Meeting Minutes Page 5 of 12 C. PUBLIC HEARINGS C.1 ZC 2016-16, ORDINANCE NO. 3439, PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM POINT BLANK RANGE & GUN SHOP FOR A ZONING CHANGE TO REVISE PLANNED DEVELOPMENT 41 FOR THE PURPOSE OF INCLUDING THE "INDOOR SHOOTING RANGE" USE ON 2.1 ACRES LOCATED AT 6201 NE LOOP 820. APPROVED Mayor Trevino opened the public hearing and called on Planning Manager Clayton Comstock to present the item. Planning Manager Clayton Comstock informed Council the applicant is requesting a zoning change for property (former Staples building) located at 6201 NE Loop 820 to add the use of an "indoor shooting range". The area is designated on the Comprehensive Land Use Plan as "Transit Oriented Development" and the current zoning is NR-PD 41 Non-Residential Planned Development. Mr. Comstock provided site photos of the property. Mr. Tom Millingham, owner of Point Blank Range, informed Council their first gun range opened four years ago and they currently have nine locations and two under construction. He is excited to open a range in Texas and honored to be a part of the North Richland Hills community. The proposed range will be approximately 8,800 square feet. He informed Council they promote responsible firearm ownership. The shooting lanes are constructed of AR 500 Steel, bullet proof glass, ballistic rubber, and triple HEPA filtration system. The range will have 20+ climate controlled shooting lanes (25 yards), which will accomodate both long guns and handguns. Mr. Millingham informed Council that membership is not required, but range passes will be available for purchase. The facility will offer several classes for the beginner and expert shooter. He informed Council approximately $2,000,000 will be invested in the building. He plans to have five or six stores in the Dallas/Fort Worth area. Mr. Millingham commented that at the request of staff, limestone will be incorporated into the building. He also commented that he is willing to increase the screening height of the ventilation to 10' to ensure adequate screening of the equipment. He commented that 90% of the customers come from within a 10-mile radius. Given the demographics of the area, customers may be coming from a 5-mile radius. In response to Mayor Pro Tern Welch's question, Mr. Millingham informed Council there is approximately 860,000 people within a 10-mile radius. His current locations are successful with the population base of 350,000 to 375,000. The population base is large enough to support both businesses. December 12, 2016 City Council Meeting Minutes Page 6 of 12 In response to Council member Lombard's question, Mr. Millingham informed Council he has two locations that are refurbished stand alone buildings and one refurbished building that is an endcap in a shopping center. He commented that they will begin work in January and the range should be opening within six months. He informed Council that he is looking to open up additional ranges in the Dallas/Fort Worth area. In response to Council member Rodriguez's question, Mr. Millingham advised their hours of operation are Monday - Friday from 10:00 a.m. - 9:00 p.m., Saturday from 8:00 a.m. - 8:00 p.m., and Sunday from 8:00 a.m. - 6:00 p.m. The range will be open 362 days out of the year. They are closed on Thanksgiving, Christmas, and Easter. In response to Council member Lombard's question, Mr. Millingham advised that lanes are first come first served, and those who purchased a pass can reserve a lane. Mr. Comstock presented staffs report. He reviewed the NR-PD permitted uses and proposed site improvements. The improvements include: 6-foot sidewalk along Loop 820; 6-foot sidewalk along Iron Horse Boulevard; replace light fixtures along Iron Horse Boulevard with "bell style" fixtures and "wrapping" light pole bases in Leuders limestone; opaque metal gates on dumpster enclosure; screening of ventialtion system in rear; and building and landscaping improvements as shown on plans. The Planning and Zoning Commission, at their November 17, 2016 meeting, recommended approval with a vote of 6-0, subject to the ventilation equipment screening at the rear of the building being enclosed and eight feet (8') in height and some color articulation. In response to Council member Lombard's question, Mr. Comstock clarified the ordinance before Council this evening includes the recommended language of the Planning and Zoning Commission. In response to Mayor Trevino's question, Mr. Comstock informed Council the length of the wall at the rear of the building is approximately 40' to 50'. Mayor Trevino asked for anyone wishing to speak on the item to come forward. There being no one wishing to speak, Mayor Trevino closed the public hearing. Mr. Comstock informed Council that staff is requesting a reservation of land at the far southwest corner of the property, which is the northeast corner of the intersection of Iron Horse Boulevard and Northeast Loop 820. This land would be a future gateway feature into the Iron Horse Transit Oriented Development (TOD). A MOTION WAS MADE BY COUNCIL MEMBER LOMBARD, SECONDED BY COUNCIL MEMBER RODRIGUEZ TO APPROVE ORDINANCE NO. 3439. December 12, 2016 City Council Meeting Minutes Page 7 of 12 Council member Turnage advised that he would like the 10' wall to be an option for the property owner. He would be in favor of some type of articulation for the fence at the rear of the building. Council member Turnage asked Council member Lombard to consider amending the motion to increase the screening wall on the rear of the building to 10' with some form of articulation, which could include some painting. Council member Lombard accepted the amendment and Council member Rodriguez seconded the amendment. Council member Wright Oujesky expressed that she is not in favor of the location for the proposed gun range. Council member Lombard thanked staff for working with businesses and developers to redevelop this area. A MOTION WAS MADE BY COUNCIL MEMBER LOMBARD, SECONDED BY COUNCIL MEMBER RODRIGUEZ TO APPROVE ORDINANCE NO. 3439, WITH THE STIPULATION THAT THE SCREENING WALL ON THE REAR OF THE BUILDING BE 10' IN HEIGHT WITH SOME FORM OF ARTICULATION, WHICH COULD INCLUDE PAINTING. MOTION TO APPROVE CARRIED 6-1, WITH COUNCIL MEMBER WRIGHT OUJESKY VOTING AGAINST. C.2 ZC 2016-11, ORDINANCE NO. 3440, PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM HAMILTON DUFFY P.C. FOR A ZONING CHANGE FROM AG AGRICULTURAL TO R-1 SINGLE FAMILY AND R-2 SINGLE FAMILY ON APPROXIMATELY 0.61 ACRES LOCATED AT 6816 MEADOW ROAD. APPROVED Mayor Trevino opened the public hearing and called on Principal Planner Clayton Husband to introduce the item. Principal Planner Clayton Husband introduced item C.2, ZC 2016-11 and companion item D.1, FP 2016-09. The applicant is requesting a zoning change from AG Agricultural to R-1 Single Family and R-2 Single Family for the purpose of incorporating property with adjacent property to become part of a subdivision on Frankie B and Buck Streets. The area is designated on the Comprehensive Land Use Plan as Low Density Residential and December 12, 2016 City Council Meeting Minutes Page 8 of 12 the current zoning is AG Agricultural. Item D.1, FP 2016-09 is not associated directly with the zoning case, but is located to the south at the 7500 block of Buck Street. Mr. Husband provided site photos of the property. Applicant David Zimmerman, 7524 Frankie B Street, informed Council that he purchased property on Frankie B Street and Buck Street. He had the opportunity to purchase additional land from an adjacent property owner and foreclosed lots from the county for tax delinquency. He proposes to build eight (8) homes on 3.5 acres. Council had no questions for the applicant. Mr. Husband presented staffs report. The owner proposes to create four lots for future construction of single-family residences. The proposed lots will have frontage on Buck Street. The proposed final plat is consistent with the preliminary plat and meets the requirements of the zoning ordinance and subdivision regulations. The Planning and Zoning Commission, at their December 1, 2016 meeting, recommended approval with a vote of 6-0 for both ZC 2016-11 and FP 2016-09. Mayor Trevino asked for anyone wishing to speak on the item to come forward. There being no one wishing to speak, Mayor Trevino closed the public hearing. A MOTION WAS MADE BY COUNCIL MEMBER WRIGHT OUJESKY, SECONDED BY COUNCIL MEMBER WHITSON TO APPROVE ORDINANCE NO. 3440, MOTION TO APPROVE CARRIED 7-0. D. PLANNING AND DEVELOPMENT D.1 FP 2016-09 CONSIDERATION OF A REQUEST FROM Z FAMILY ENTERPRISES LLC FOR A FINAL PLAT OF HEWITT ESTATES ADDITION ON 1.535 ACRES LOCATED IN THE 7500 BLOCK OF BUCK STREET. APPROVED This item was presented in conjunction with item C2. A MOTION WAS MADE BY COUNCIL MEMBER LOMBARD, SECONDED BY MAYOR PRO TEM WELCH TO APPROVE FP 2016-09. MOTION TO APPROVE CARRIED 7-0. December 12, 2016 City Council Meeting Minutes Page 9 of 12 D.2 FP 2016-10 CONSIDERATION OF A REQUEST FROM KENNETH AND KRISTY COLLINS FOR A FINAL PLAT OF LOT 6, BLOCK 2, CREEKSIDE ESTATES ADDITION ON 1.003 ACRES LOCATED AT 8724 STEWART DRIVE. APPROVED Mayor Trevino informed Council the applicant has an ill child and is not able to attend the meeting. The Council's policy requires an applicant to be present, but it is certainly understandable why they are not in attendance. Mayor Trevino asked Council if they had any opposition to consider the request without the applicants. There was no opposition from Council. Principal Planner Clayton Husband informed Council the purpose of the final plat is to create a single lot for the construction of a single-family house on the property. The area is designated on the Comprehensive Land Use Plan as Low Density Residential and the current zoning is R-1 Single-Family Residential. The proposed final plat is consistent with the preliminary plat and meets the requirements of the zoning ordinance and subdivision regulations. The Planning and Zoning Commission, at their November 17, 2016 meeting, recommended approval with a vote of 4-0. Mr. Husband provided site photos of the property. A MOTION WAS MADE BY COUNCIL MEMBER TURNAGE, SECONDED BY COUNCIL MEMBER WRIGHT OUJESKY TO APPROVE FP 2016-10. MOTION TO APPROVE CARRIED 7-0. E. PUBLIC WORKS There were no items for this category. F. GENERAL ITEMS There were no items for this category. G. EXECUTIVE SESSION ITEMS - CITY COUNCIL MAY TAKE ACTION ON ANY ITEM DISCUSSED IN EXECUTIVE SESSION LISTED ON WORK SESSION AGENDA APPROVED Mayor Trevino announced that action is necessary as a result of the discussion in Executive Session pursuant to Section 551.074: personnel matters to deliberate the employment, evaluation, and duties of public employees - city manager. December 12, 2016 City Council Meeting Minutes Page 10 of 12 A MOTION WAS MADE BY MAYOR PRO TEM WELCH, SECONDED BY COUNCIL MEMBER RODRIGUEZ TO APPROVE AN AMENDMENT TO THE EMPLOYMENT CONTRACT WITH THE CITY OF NORTH RICHLAND HILLS AND CITY MANAGER MARK HINDMAN. MOTION TO APPROVE CARRIED 7-0. H. INFORMATION AND REPORTS H.1 ANNOUNCEMENTS Mayor Pro Tern Welch made the following announcements. The North Richland Hills Police and Fire Departments are holding a toy and food drive to benefit those who are less fortunate in our community. Residents are encouraged to share in the holiday spirit be dropping off new, unwrapped toys and nonperishable food items to the Police Department or any NRH Fire Station. Donations will be accepted through December 20. City Hall and other non-emergency city offices will be closed for the holidays on Monday, December 26 and January 2. Garbage and recycling schedules will not change. Monday collections will be made as normal. The December 26 City Council Meeting has been canceled. Our next regular meeting is scheduled for January 9 at 7:00 p.m. Kudos Korner - Sarah Green in the Parks & Recreation Department - A citizen sent an email thanking Sarah and the city for the Signal Art Program. "It makes me smile daily. Thanks for making my neighborhood cool," he stated. Many people may not know that Sarah was the artist who created the "Hollywood Cowboys" images that have been on the signal boxes for the past few years and she is also behind the creation of the new artwork honoring 20th century music legends. North Richland Hills is very fortunate to have someone with her talent and creativity. I. ADJOURNMENT Mayor Trevino adjourned the meeting at 8:14 p.m. Oscar Trevino, Mayor December 12, 2016 City Council Meeting Minutes Page 11 of 12 Alicia Richardson, City Secretary December 12, 2016 City Council Meeting Minutes Page 12 of 12 MRH CITY COUNCIL MEMORANDUM FROM: The Office of the City DATE: January 09, 2017 Manager SUBJECT: Modify the 2017 City Council meeting schedule. PRESENTER: Alicia Richardson, City Secretary SUMMARY: The City Council will take action to modify the 2017 meeting schedule to cancel the November 27 and December 25 City Council meetings and reschedule the March 13 and May 22 meetings to March 6 and May 15, respectively. GENERAL DESCRIPTION: The regular scheduled City Council meetings are held on the second and fourth Monday of each month. There are occasions when meetings conflict with holiday, state and national conferences, and statutory requirements outlined in the Texas Election Code. Historically, the City Council meeting schedule has been modified to either cancel or reschedule a meeting that is scheduled close to the Thanksgiving or Christmas holiday. Staff identified a couple of meetings—March 13 and May 22—that conflict with the independent school district and election calendars. On December 12, 2016, during the City Council work session, City Council directed staff to cancel the November 27 and December 25 meetings and reschedule the March 13 and May 22 meetings to March 6 and May 15, respectively. This item is placed on the agenda to formally modify the 2017 City Council meeting schedule. The Planning and Development department provides a development meeting calendar to assist developers with the management of their submittals. The 2017 meeting schedule represents the action of City Council. RECOMMENDATION: Modify the 2017 City Council meeting schedule. MRH CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 9, 2017 SUBJECT: Approve purchase of turf equipment and riding mowers from John Deere for the Iron Horse Golf Course in the amount of$129,619.90. PRESENTER: Tim Doyle, Fleet Services Superintendent SUMMARY: In the 2016-17 adopted budget, $130,707 was allocated for replacing equipment for the Iron Horse Golf Course. This item is to authorize the purchase of turf equipment in the amount of $129,619.90. GENERAL DESCRIPTION: In the 2016-17 adopted budget, Council approved funding in the amount of $130,707 to replace turf equipment at the Iron Horse Golf Course. Most of the equipment averages a 7-year replacement cycle. The City of North Richland Hills is a member of several inter-local groups and utilized existing contracts with John Deere Dealerships and Professional Turf Products through the Local Government Purchasing Cooperative (BuyBoard contract 447-14) to request quotes on the equipment needed. The John Deere contract requires the purchase order for their equipment to be made out to John Deere via the local dealership of Austin Turf & Tractor. The following items will be procured for the Iron Horse Golf Course. Quantity Description Cost 1 John Deere 2500E-Cut Greens Mower $49,470.28 1 John Deere 2500E-Cut Greens Mower $49,470.28 1 John Deere X997R Mower $19,255.48 John Deere MY16 1200A Bunker & Field 1 Rake $11,423.86 Grand Total $129,619.90 MRH The Local Government Code states that purchases made through a cooperative purchasing agreement satisfy any state law that would require the City to solicit competitive bids. RECOMMENDATION: Approve purchase of turf equipment and riding mowers from John Deere for the Iron Horse Golf Course in the amount of $129,619.90. CERTIFICATE OF INTERESTED PARTIES FORM 1295 left Complete Nos. 1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1,2, 3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2016-14$946 Deere&Company Cary, NC United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 12/27/2016 being filed. City of North Richland Hills Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. 14265674 Equipment 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. X 6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct, BAi1BAA AflAANN WILLIAMS .$? F BARB lealon Number 191310 k® My Co , ExpEvea ;� rru •— Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP/SEAL ABOVE Sworn to and subscribed before me, by the said ��,-.�\ ,� �-,-,. this the �day 20_ t&?,to certify which,witness my hand and seal of office. u M' uMLd"�..'.' C„ �'r .,.� Signature of officer administering oath Printed name of officer adrninistedng oath Title of officer adrni tering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 MRH CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 9, 2017 SUBJECT: Authorize the city manager to execute a contract with DFW Double D Contracting, LLC d/b/a Double D Contracting, LLC for the installation of three pedestrian bridges at NRH2O in the amount of$71,500. PRESENTER: Bill Thornton, Parks and Recreation Assistant Director SUMMARY: City Council is being asked to award a construction contract to DFW Double D Contracting, LLC d/b/a Double D Contracting, LLC ("Double D Contracting, LLC') to install three pedestrian bridges and make associated access improvements at NRH2O. GENERAL DESCRIPTION: The approved Aquatic Park Capital Projects budget provides funding for the replacement of three pedestrian bridges over the NRH2O Endless River (WP1702). These bridges were originally installed when the park opened in 1995 and are now over 21 years old. Through the years the bridges have been impacted by exposure to sun, rain, pool chemicals, water and heavy pedestrian use. Staff is recommending Double D Contracting, LLC for the installation of the bridges. Double D Contracting, LLC has an annual contract with city for general contracting services. Since the project represents a public pedestrian improvement, barrier free access meeting the Texas Accessibility Standards requires an accessible route from the slide entry pool to the rest of the park. This contract provides for the required access improvements related to the new bridges. Fabrication of the bridges is being provided by Larwel Industries. Larwel Industries had the low bid and they will design, manufacture and deliver the three bridges prior to March, 2017. Given that the bid for the fabrication of the bridges came in at less than $50,000 approval of City Council was not required. The contract with Larwel did not include the installation of the bridges and that is why a separate bridge installation contract is necessary with Double D Contracting, LLC. Double D Contracting, LLC is a Fort Worth Based company. The company successfully completed a wide range of municipal projects, particularly for the Facilities and Construction Department, Parks and Recreation Department and NRH2O in the City of North Richland Hills. MRH RECOMMENDATION: Authorize the city manager to execute a contract with DFW Double D Contracting, LLC d/b/a Double D Contracting, LLC for the installation of three pedestrian bridges at NRH2O in the amount of$71,500. CONSTRUCTION AGREEMENT THIS CONSTRUCTION AGREEMENT is made and entered by and between DFW DOUBLE D CONTRACTING, LLC, D/B/A DOUBLE D CONTRACTING, LLC, (hereinafter referred to as "Contractor"), and the CITY OF NORTH RICHLAND HILLS, TEXAS, a municipal corporation (hereinafter referred to as "City"), to be effective from and after the date hereinafter provided. For and in consideration of the covenants and agreements contained herein, and for the mutual benefits to be obtained hereby,the parties hereto agree as follows: I. The parties agree that the contract documents shall consist of the following: 1. This written construction agreement; 2. General Conditions; 3. Project Conditions; 4. The plans/Drawings for Endless River Bridges-ADA Access at NRHZO; 5. The following listed and numbered addenda: None; 6. Payment Bond; 7. Performance Bond; 8. The Contractor's Proposal (Bid Form); 9. Insurance Certificate(s) These contract documents form the construction agreement and are a part of this construction agreement as if fully set forth herein. The contract documents are complementary and what is called for by one shall be as binding as if called for by all. In the event of an inconsistency in any of the provisions of the contract documents, the inconsistency shall be resolved by giving precedence to the contract documents in the order in which they are listed above. THE WORKS II. Contractor shall provide all labor, supervision, materials and equipment necessary to perform all work required by the contract documents in connection with the Endless River Bridges-ADA acces for Bridge 1 as a part of WP 1702 TIME OF COMMENCEMENT; COMPLETION IIl. Contractor shall commence work within ten (10) calendar days after receiving from City a notice to proceed. Contractor agrees that all work hereunder shall be substantially complete on or before April 15, 2017. CONTRACT SUM IV. The City shall pay the Contractor in current funds for the performance of the work, subject to additions and deductions by change orders as provided in the contract documents, the amount of SEVENTY ONE THOUSAND FIVE HUNDRED DOLARS ($71,500). Payment will be due upon completion of work. CHOICE OF LAW; VENUE V. The parties agree that the laws of the State of Texas shall govern the interpretation, validity, performance and enforcement of this construction agreement, and that the exclusive venue for any legal proceeding involving this construction agreement shall be Tarrant County, Texas. No additional work shall be authorized or charged for unless authorized by a change order signed by a person authorized by the City to do so. In the event of litigation between the parties, the prevailing party shall be entitled to reasonable attorney fees. INSURANCE VI. The Contractor shall, at his own expense, maintain and keep in force insurance coverage in the minimum amounts as specified in the general conditions and specifications of bid 15-022 General Services Contract, with the City as an additional named insured providing primary coverage. Certificates of coverage, including workers compensation insurance, must be submitted with the contract. Insurance coverage must also cover all subcontractors employed by Contractor. Insurance coverage shall be written by companies approved by the State of Texas and acceptable to the Owner. All required insurance certificates must be submitted prior to commencement of work. ENTIRE AGREEMENT; AMENDMENTS; BINDING EFFECT VIL This construction agreement, including the contract documents listed in Paragraph I represents the entire and integrated agreement between City and the Contractor, and supersedes all prior negotiations, representations, or agreements, either written or oral. This construction agreement may be amended only by written instrument signed by both City and Contractor. EFFECTIVE DATE VIII. This construction agreement, shall be effective upon the date of execution by Contractor, provided the City executes the same within ten (10) working days after said execution by Contractor. IN WITNESS WHEREOF, the parties have executed this construction agreement upon the year and date indicated beneath their signatures hereto. CITY OF NORTH RICHLAND HILLS DEW DOUBLE D CONT'RACT'ING, LLC D/B/A DOUBLE D CONTRACTING, LLC City Manager Danny v ,, BY: BY: 1 :,f , " Y b �( Y Sr., DATE: TITLE: President DATE: 1 <:.wy ` 17 ATTEST: ATTEST: t, re V , T1110,141 Alicia Richardson, City Secretary APPROVED AS TO FORM: Maleshia Farmer, Attorney for the City CERTIFICATE OF INTERESTED PARTIES FORM 1295 loll Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2,3,5,and 6 it there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2017-150693 DFW Double D Contracting, LLC d/b/a Double D Contracting LLC Fort Worth,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 01/05/2017 being filed. City of North Richland Hills Date Acknowledged: I - 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract, 15-022 Concrete/steel work 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. X DAVIT I swear,or affirm,under penalty of pegury9,that the above disclosure is true and correct. Lt >IrnF A I G 0 T XO S 30 20P xvrr Ccei 8awy ID t24692472 ✓ ,[. .,� / � wr Signature of a0 -orize�ad nt of contracting business entity AFFIX NOTARY STAMP/SEAL ABOVE t r�� this 20_-��__-_.,to certify which,witness my hand and seal of off v`1 l( -� ��V �.� Q �t r the / day of Sworn to and subscribed before me,b the said � � ✓ ffice. i Signature of officer administerii g 0*— Printed name of officer administering oath Title of officer adnri istering oath Forms provided by Texas Ethics Commission www,ethics.state.tx.us Version V1.0.277 ?g1kH NORTH RICHL,AND HILLS CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 9, 2017 SUBJECT: ZC 2016-18, Ordinance No. 3442, Public Hearing and consideration of a request from Dustin Austin for a Zoning Change from AG Agricultural to R-2 Single Family on 2.79 acres located at 8149 Precinct Line Road. PRESENTER: Clayton Comstock, Planning Manager SUMMARY: On behalf of property owner Coude Partners Ltd., Dustin Austin is requesting a zoning change from AG Agricultural to R-2 Single Family Residential on 2.79 acres located at 8149 Precinct Line Road. GENERAL DESCRIPTION: The applicant is requesting a zoning change with the intent to develop the property as a single-family residential subdivision. A zoning change to R-2 Single Family Residential and a preliminary plat were approved in June 2016 on the property immediately to the north. The developer proposes to incorporate this property into the proposed subdivision. While the property abuts the Thornbridge subdivision on the west side, there are not any potential street connections between the two developments. A revised preliminary plat will be submitted following action on the zoning change application. COMPREHENSIVE PLAN: The Comprehensive Plan classifies this area as "Low Density Residential." This designation provides areas for the development of traditional, low-density single-family detached dwelling units. The Comprehensive Plan includes the following site-specific recommendation for this area of Precinct Line Road. While the proposed R-2 zoning district is consistent with the underlying land use recommendation, the application should also be reviewed in context with this policy. North Precinct Line Transition Area This area indudes deep rural estate lots that backup to single-family residential development, but are directly south of the North Tarrant Parkway commercial area. This area could develop as traditional single-family or include a mixed-use development. The area represents a major entrance into the City of North Richland Hills. The massing of fgftH NORTH KICHL,AND HILLS property will be essential to the proper development of this area, specifically a minimum commitment of five acres should be required for consideration of a zoning change request in order to: minimize curb cuts, provide for shared access, and provide logical geographic development of the area. The minimum commitment of five acres is also encouraged to avoid piecemeal development patterns and negative impacts on existing neighborhoods. The transition of existing land uses should require a minimum commitment of five acres with 500 feet of frontage on Precinct Line Road for a zoning request to be considered. Conceptual plans will be required with traffic access and land use considerations for the entire area. This transition area backs to the Thornbridge neighborhood to the west and south. Specifically, the city should minimize conflicts between residential and nonresidential land uses in order to protect property values and the interests of both, and should take the following initiatives: • Develop initiatives to address improving this northern gateway into the city, which could include development of urban design standards including parking, sidewalk, streetscape and landscape standards. CURRENT ZONING: The property is currently zoned AG Agricultural. PROPOSED ZONING: The proposed zoning is R-2 Single Family Residential. The R-2 district is intended to provide areas for low-density development of single-family detached dwelling units that are constructed at an approximate density of 4.0 units per acre. SURROUNDING ZONING I LAND USE: North: R-2 Single-Family Residential Low Density Residential West: R-2 Single-Family Residential Low Density Residential South: AG Agricultural I Low Density Residential East: Located in Colleyville PLAT STATUS: The property is currently unplatted. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission conducted a public hearing and considered this item at the December 15, 2016, meeting and voted 5-0 to recommend approval. RECOMMENDATION: Approve Ordinance No. 3442. / LL L L North Tarrant Pkwy 7 Ciry of Collevville Lavaca TO 0 S' rt r a � // �/ � / f � �,/$� � I��j,riJifr �/wiii��ti L� ��'�% rt�� a /� r-i//� <D��% � � %� 1 I !%� f, rll i �� II �i�� r l0 , (�' ( �9�j/� iJ% �o f �� i ✓ "�9� f i �� i , „ rnridge�"Drr� ' � % ', � Jf� /� „�„ , / : ,oi , a / / is l� �� l�� "^' � r� �� j� � g �,,, �.. �{ �1� v� � °j rj � � �� i � �j '`' a i r " iii �� is i h{ r ��l�fll I lI 1 Ii � 4w� ,(ln��i( �� h4 pll�i!� rN 111i�/,= ,�r � '/ t � ��% JP�"; �� /� `CHL,q o NOTICE OF PUBLIC HEARINGS CITY OF NORTH RICHLAND HILLS 9��j ::' PLANNING AND ZONING COMMISSION rEx AND CITY COUNCIL Case Number: ZC 2016-18 Applicant: Dustin Austin Location: 8149 Precinct Line Road You are receiving this notice because you are a property owner of record within 200 feet of the property shown on the attached map. Purpose of Public Hearing: A Public Hearing is being held to consider a request from Dustin Austin for a Zoning Change from AG Agricultural to R-2 Single Family Residential on 2.79 acres located at 8149 Precinct Line Road. Public Hearing Schedule: Public Hearing Dates: PLANNING AND ZONING COMMISSION 7:00 PM THURSDAY, DECEMBER 15, 2016 CITY COUNCIL 7:00 PM MONDAY, JANUARY 9, 2017 Both Meeting Locations: CITY COUNCIL CHAMBERS 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TEXAS If you have any questions or wish to submit a petition or letter concerning the above request, please contact: Planning Department- City of North Richland Hills 4301 City Point Drive North Richland Hills, Texas 76180 Phone (817) 427-6300 Fax (817) 427-6303 KELLER INDEPENDENT SCHOOL DISTRICT CITY OF COLLEYVILLE BEATEN PATH DEVELOPMENT LLC ATTN: HUDSON HUFF COMMUNITY DEVELOPMENT 700 W HARWOOD RD STE G2 350 KELLER PARKWAY 100 MAIN STREET KELLER, TX 76244 COLLEYVILLE, TX 76034 HURST TX 76054 COUDE PARTNERS LTD KNOX KAREN ANN ETAL BAMBERGER DORIS IRREV TRUST Attention: % CHARLES BAMBERGER 1906 DARTMOUTH CT Attention: CHARLES BAMBERGER 416 S HENDERSON ST ARLINGTON TX 76015-3213 416 S HENDERSON ST FORT WORTH TX 76104-1017 FORT WORTH TX 76104 WOODHAM MICHELE D LIZAK BRIAN J HICKS JUDITH 8220 FENWICK DR 8224 FENWICK DR 8228 FENWICK DR NRH TX 76182-8648 NRH TX 76182-8648 NRH TX 76182 LARSON JEFFRY L E MOORE REVOCABLE TRUST HARTMAN MICHAEL D LARSON LINDA L Attention:ERIC WAYNE MOORE TRUSTEE HARTMAN PAULETTE A 8232 FENWICK DR PO BOX 667 9117 THORNRIDGE DR FORT WORTH TX 76182-8648 BEDFORD TX 76095 NRH TX 76182 BRESETTE RONALD E NGUYEN JIMMY NHAN 8229 FENWICK DR NGUYEN ANH NRH TX 76182 8225 FENWICK DR NRH TX 76182-8649 ORDINANCE NO. 3442 ZONING CASE ZC 2016-18 AN ORDINANCE OF THE CITY OF NORTH RICHLAND HILLS, TEXAS AMENDING THE ZONING ORDINANCE OF THE CITY OF NORTH RICHLAND HILLS, AND THE ZONING MAP OF THE CITY OF NORTH RICHLAND HILLS, TEXAS BY REZONING A 2.79 ACRE TRACT OF PROPERTY LOCATED AT 8149 PRECINCT LINE ROAD FROM AG (AGRICULTURE) TO R-2 (SINGLE FAMILY RESIDENTIAL) ZONING; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL ORDINANCES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VIOLATIONS HEREOF; PROVIDING A SAVINGS CLAUSE; PROVIDING FOR PUBLICATION; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of North Richland Hills, Texas is a home-rule municipality located in Tarrant County, Texas acting under its charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, the Zoning Ordinance of the City of North Richland Hills regulates and restricts the location and use of buildings, structures, and land for trade, industry, residence, and other purposes, and provides for the establishment of zoning districts of such number, shape, and area as may be best suited to carry out these regulations; and WHEREAS, the owner of the property containing approximately 2.79 acres of land described in Exhibit "A" and shown on Exhibit "B" attached hereto, located at 8149 Precinct Line Road (the `Property") has filed an application to rezone the Property from its present classification of AG (agriculture) to R- 2 (single family residential); and WHEREAS, the Planning and Zoning Commission of the City of North Richland Hills, Texas held a public hearing on December 15, 2016, and the City Council of the City of North Richland Hills, Texas, held a public hearing on January 9, 2017, with respect to the zoning change described herein; and WHEREAS, the City has complied with all requirements of Chapter 211 of the Local Government Code, the Zoning Ordinance of the City of North Richland Hills, and all other laws dealing with notice, publication, and procedural requirements for rezoning the Property; and WHEREAS, upon review of the application, and after such public hearing, the City Council finds that granting the request herein furthers the purpose of zoning as set forth in the Zoning Ordinance of the City of North Richland Ordinance No. 3442 ZC 2016-18 Page 1 of 3 Hills and that the zoning change should be granted, subject to the conditions imposed herein. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: Section 1: That the Zoning Ordinance of the City of North Richland Hills is hereby amended by rezoning from AG (agriculture) to R-2 (single family residential) a 2.79 acre tract located at 8149 Precinct Line Road as described on Exhibit "A° and shown on Exhibit °B° attached hereto and incorporated for all purposes. Section 2: That the official zoning map of the City of North Richland Hills is amended and the Planning Manager is directed to revise the official zoning map to reflect the approved R-2 (residential) zoning, as set forth above. Section 3: The use of the property described above shall be subject to all applicable regulations contained in the Building and Land Use Regulations and all other applicable and pertinent ordinances of the City of North Richland Hills. Section 4: The zoning district as herein established has been made in accordance with a comprehensive plan for the purpose of promoting the health, safety, morals and general welfare of the community. Section 5: This Ordinance shall be cumulative of all provisions of ordinances and of the Code of Ordinances of the City of North Richland Hills, Texas, as amended, except when the provisions of this Ordinance are in direct conflict with the provisions of such ordinances and such code, in which event the conflicting provisions of such ordinances and such code are hereby repealed. Section 6: It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, and phrases of this Ordinance are severable, and if any section, paragraph, sentence, clause, or phrase of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining sections, paragraphs, sentences, clauses, and phrases of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional section, paragraph, sentence, clause or phrase. Section 7: Any person, firm or corporation violating any provision of the Zoning Ordinance and the zoning map of the City of North Richland Hills as amended hereby shall be deemed guilty of a misdemeanor and upon final conviction thereof fined in an amount not to exceed Two Thousand Dollars Ordinance No. 3442 ZC 2016-18 Page 2 of 3 ($2,000.00). Each day any such violation shall be allowed to continue shall constitute a separate violation and punishable hereunder. Section 8: All rights and remedies of the City of North Richland Hills are expressly saved as to any and all violations of the provisions of any ordinances governing zoning that have accrued at the time of the effective date of this Ordinance; and, as to such accrued violations and all pending litigation, both civil and criminal, whether pending in court or not, under such ordinances, same shall not be affected by this Ordinance but may be prosecuted until final disposition by the courts. Section 9: The City Secretary is hereby authorized and directed to cause the publication of the descriptive caption and penalty clause of this ordinance two times. Section 10: This ordinance shall be in full force and effect immediately after publication as required by Section 9 hereof. AND IT IS SO ORDAINED. PASSED AND APPROVED on the 9th day of January, 2017. CITY OF NORTH RICHLAND HILLS By: Oscar Trevino, Mayor ATTEST: Alicia Richardson, City Secretary Approved as to form and legality: Maleshia Farmer, City Attorney Approved as to content: Clayton Comstock, Planning Manager Ordinance No. 3442 ZC 2016-18 Page 3 of 3 0 4- 4-3 U ti CU �^ G .� ro w CU 4-J Fj ro.n d (p O m 4 � i� u °1 [n g~ & °'� 'a ° moo 4i►%. S a�*T3 ro Q m u 4-$ t in 13 T L O L O ro O � ro .ti CL)�� `°� '~ °L.� L S D en A to f 4-1 °� U) �10% en C QN O L y `� y u -0C] -0 v d O C� L C N d n U .ti�* T .,y s0 .0 t ro C i9 y L3 u N~~ •qpt N t!7 w Tp 47 2 o c ro OS � T N 23 ' ' a.0 y L L ++..ti '� ro 01 t0 aJ cg� C m n i mN Q �y S ID ui y I �s u) NN co CU a , °„ 3c ce$' +' §, m � L ° °aw Cul 3c ro QKn I&- CL) c�n� �0r. oro +' CD >45 cu ro n �'� r- cnr cn °u CU ----------- ------------ -------------- --------- ----, -.------,„,,_,----- LU .............. ZO aVOa 3Nn IONIZOdd Ti 2 �z r- -------- - Ell ii I k�g MOCI 29C)IdNdOHi PBOM Gull Pulwid OW Ito M9 ga g y m mV Ir H!i 2 0- 111 S i ti c A-M 8 9 I ig ''J!11 its it ro , 184 IN bM I Ell I W il;MH fit R.:6 oi 'N' =f ;t i ('D x a) -2 c 08 xm SE C'i 0 (0 3: 5 MOO t cwqwta twl -- ..._ —.......---................... ---- .,n,.,., ,.,.,., ..._ � Ap °k trW p skp # i .a P�v y$ 11 h n A$ pEkd q5�` �3 d� e�.2 Pg �CE9 { $ r q p fN 5 ddH fia "F.�� y�J�bN F �`dOi13Nn MNiU321d oz oei Hinos a 9 m c f 3nwaXOUnN33 I _ � _ a i U T > R m I ----------- ------------ -------------- --------- ----, -.------,„,,_,----- LU .............. ZO aVOa 3Nn IONIZOdd Ti 2 �z r- -------- - Ell ii I k�g MOCI 29C)IdNdOHi PBOM Gull Pulwid OW Ito M9 ga g y m mV Ir H!i 2 0- 111 S i ti c A-M 8 9 I ig ''J!11 its it ro , 184 IN bM I Ell I W il;MH fit R.:6 oi 'N' =f ;t i ('D x a) -2 c 08 xm SE C'i 0 (0 3: 5 MOO t cwqwta twl EXCERPT FROM THE MINUTES OF THE DECEMBER 15, 2016 PLANNING AND ZONING COMMISSION MEETING ZC 2016-18 PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM DUSTIN AUSTIN FOR A ZONING CHANGE FROM AG AGRICULTURAL TO R-2 SINGLE FAMILY RESIDENTIAL ON 2.79 ACRES LOCATED AT 8149 PRECINCT LINE ROAD. APPROVED Planning Manager Clayton Comstock introduced the zoning request. John Pitstick, 700 West Harwood Road, Hurst, TX came forward representing Dustin Austin with Our Country Homes. Mr. Pitstick provided details about their request. Mr. Comstock presented the staff report. Chairman Randall Shiflet opened the public hearing and asked if anyone wished to speak. Seeing no one, he closed the public hearing and requested a motion. A MOTION WAS MADE BY COMMISSIONER BOWEN, SECONDED BY COMMISSIONER LUPPY TO APPROVE ZC 2016-18. MOTION TO APPROVE CARRIED 5-0. ?g1kH NORTH KICHL,AND HILLS CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 9, 2017 SUBJECT: SUP 2016-05, Ordinance No. 3441, Public Hearing and consideration of a request from Icon Consulting Engineers, Inc., for a Special Use Permit for a Drive Through Building less than 1,400 square feet located at 6244 Rufe Snow Drive. PRESENTER: Clayton Husband, Principal Planner SUMMARY: Icon Consulting Engineers is requesting a Special Use Permit (SUP) to allow the construction of a drive-through coffee shop at 6244 Rufe Snow Drive. The proposed building would replace the existing drive-through shop on the property. The size of the building is less than 1,400 square feet in floor area, which requires approval of an SUP. The proposed development also includes landscaping improvements in the area of the building. The property is generally located at southeast corner of Rufe Snow Drive and Mid-Cities Boulevard and south of the 99¢ Only Store. GENERAL DESCRIPTION: The site under consideration is an existing drive-through building located in a shopping center parking lot. The building is situated in front of a retail center anchored by 99¢ Only Store and Pancho's Mexican Buffet and has been used previously for coffee and shaved ice sales. The applicant proposes to demolish the existing building and construct a new drive-through coffee shop at the same location. Section 118-631 of the zoning ordinance requires SUP approval for a drive-through building that is less than 1,400 square feet in floor area. The proposed building is 483 square feet in floor area. As a frame of reference, the existing building is 266 square feet. The owner has applied for an SUP to allow a building of this size at this location. A general site layout is shown below in Figure 1, and a complete site plan package for the proposed coffee shop is attached. Additional landscaping is proposed around the building and in a new parking lot island. Traffic access to the building is from the internal parking area of the shopping center. The drive-through lane closest to Rufe Snow Drive will be separated from the adjacent driving aisle with a curb to prevent the queue of vehicles from backing up into the drive approach. Similar to the existing business, the proposed operation provides two drive-through lanes with canopies over the pickup windows. Building materials include stone and glass with a metal roof and canopies. ?g1kH NORTH KICHL,AND HILLS e, � J U i Figure 1. General site layout. SUP CONDITIONS. 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 to permit a drive-through building of less than 1,400 square feet in floor area, as shown on the site plan in Exhibit "A". 2. Landscaping improvements. Landscaping on the site must conform to the landscape plan, as shown in Exhibit "B". 3. Building improvements. The following design criteria shall apply to the building. a. The exterior appearance of the building must comply with the plans as shown in Exhibit "C". b. The screening for the refuse container must conform to the plan as shown in Exhibit "C. c. The height of the building must not exceed 20 feet. 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 services establishments, and offices. CURRENT ZONING: The property is currently zoned C-1 Commercial. This district is intended to provide for development of retail service, and office uses principally serving community and regional needs. This C-1 district should be located on the periphery of ?g1kH NORTH KICHL,AND HILLS residential neighborhoods and be confined to intersections of major arterial streets. It is also appropriate for major retail corridors as shown on the comprehensive plan. PROPOSED ZONING: The applicant is requesting a Special Use Permit to allow a drive-through building that is less than 1,400 square feet in floor area. Any use permitted by right in the C-1 Commercial District would also be permitted in this building, since the SUP is for the building itself and not any particular use. These uses could include retail sales, food and beverage sales, beer and wine sales, office uses, florist, and wedding chapel, among others. With a 483 square foot building footprint, however, any occupancy or product inventory will be physically limited. Because the building's site plan and elevations are tied to the SUP, any alteration or addition would require additional approval by City Council. DEVELOPMENT REVIEW COMMITTEE DISCUSSION: The Development Review Committee (DRC) discussed this case at length. Initial concerns included furthering the use of the kiosk in this center given the history of businesses at this location as well as the general lack of success of businesses located in kiosks. DRC members also expressed concern regarding the height and size of the new building and whether it would impede the visibility of the businesses in the retail center. These concerns were discussed with the applicant. The applicant wanted to move forward with the application and consideration by the Planning and Zoning Commission and City Council. In addition to modifications to the building height, the applicant complied with DRC's recommendation to separate the drive thru lanes with a curb and to provide improved landscaping. The DRC certified the case and staff is recommending approval of the SUP because there was consensus among the group that the new building as well as the upgraded landscaping represented an improvement to what exists in this space now as well as an overall improvement to the center. Other than the size of the building, the case complies with applicable zoning and building codes in addition to the additional conditions recommended should the SUP be adopted. SURROUNDING ZONING I LAND USE: North: C-1 Commercial Retail West: C-1 Commercial Retail South: C-1 Commercial Retail East: C-1 Commercial Retail PLAT STATUS: The property is currently platted as Lot 5R, Block 1, Northland Shopping Center Addition. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission conducted a public hearing and considered this item at the December 15, 2016, meeting and voted 5-0 to recommend approval. RECOMMENDATION: Approve Ordinance No. 3441. 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L. /�/f „, �r� �� „ I 'a / '%(< �o // `CHL,q o NOTICE OF PUBLIC HEARINGS CITY OF NORTH RICHLAND HILLS 9��j ::' PLANNING AND ZONING COMMISSION rEx AND CITY COUNCIL Case Number: SUP 2016-05 Applicant: Icon Consulting Engineers, Inc Location: 6244 Rufe Snow Drive You are receiving this notice because you are a property owner of record within 200 feet of the property shown on the attached map. Purpose of Public Hearing: A Public Hearing is being held to consider a request from Icon Consulting Engineers, Inc, for a Special Use Permit for a Drive Through Building less than 1,400 square feet located at 6244 Rufe Snow Drive. Public Hearing Schedule: Public Hearing Dates: PLANNING AND ZONING COMMISSION 7:00 PM THURSDAY, DECEMBER 15, 2016 CITY COUNCIL 7:00 PM MONDAY, JANUARY 9, 2017 Both Meeting Locations: CITY COUNCIL CHAMBERS 4301 CITY POINT DRIVE NORTH RICHLAND HILLS, TEXAS If you have any questions or wish to submit a petition or letter concerning the above request, please contact: Planning Department- City of North Richland Hills 4301 City Point Drive North Richland Hills, Texas 76180 Phone (817) 427-6300 Fax (817) 427-6303 CITY OF WATAUGA WC SOUTH PROPERTIES LTD PRTNSP INTERFIRST BANK RICHLAND PLANNING AND DEVELOPMENT 3113 S UNIVERSITY DR STE 600 Attention:ATTN CORP REAL ESTATE 7105 WHITLEY ROAD FORT WORTH TX 76109-5692 101 N TYRON ST STE 3800 WATAUGA, TX 76148 CHARLOTTE NC 28255-0001 STAR DELANO LLC 18100 VON KARMAN AVE STE 500 IRVINE CA 92612 ORDINANCE NO. 3441 SUP 2016-05 AN ORDINANCE OF THE CITY OF NORTH RICHLAND HILLS, TEXAS, AMENDING THE ZONING ORDINANCE OF THE CITY OF NORTH RICHLAND HILLS BY APPROVING A SPECIAL USE PERMIT TO AUTHORIZE A DRIVE-THROUGH BUILDING OF LESS THAN 1,400 SQUARE FEET IN FLOOR AREA TO BE LOCATED AT 6244 RUFE SNOW DRIVE; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL ORDINANCES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VIOLATIONS HEREOF; PROVIDING A SAVINGS CLAUSE; PROVIDING FOR PUBLICATION; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of North Richland Hills, Texas is a home-rule municipality located in Tarrant County, Texas acting under its charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, the Zoning Ordinance of the City of North Richland Hills regulates and restricts the location and use of buildings, structures, and land for trade, industry, residence, and other purposes, and provides for the establishment of zoning districts of such number, shape, and area as may be best suited to carry out these regulations; and WHEREAS, the Zoning Ordinance of the City of North Richland Hills requires the issuance of a Special Use Permit for a drive-through building of less than 1,400 square feet in floor area in all zoning districts; and WHEREAS, the tenant of the property located at 6244 Rufe Snow Drive has filed an application for a Special Use Permit to allow a drive-through building of less than 1,400 square feet in floor area; and WHEREAS, the Planning and Zoning Commission of the City of North Richland Hills, Texas held a public hearing on December 15, 2016, and the City Council of the City of North Richland Hills, Texas, held a public hearing on January 9, 2017, with respect to the Special Use Permit described herein; and WHEREAS, the City has complied with all requirements of Chapter 211 of the Local Government Code, the Zoning Ordinance of the City of North Richland Hills, and all other laws dealing with notice, publication, and procedural requirements for the approval of a Special Use Permit on the property; and WHEREAS, upon review of the application, and after such public hearing, the City Council finds that granting the request herein furthers the purpose of Ordinance 3441 SUP 2016-05 Page 1 of 4 zoning as set forth in the Zoning Ordinance of the City of North Richland Hills and that the Special Use Permit should be granted, subject to the conditions imposed herein. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: Section 1: THAT the Zoning Ordinance of the City of North Richland Hills is hereby amended by approving a special use permit to authorize a drive-through building of less than 1,400 square feet in floor area on Lot 5R, Block 1, Northland Shopping Center Addition, North Richland Hills, Tarrant County, Texas, commonly referred to as 6244 Rufe Snow Drive. Section 2: The City Council finds that the information submitted by the applicant pursuant to the requirements of the Zoning Ordinance is sufficient to approve the Special Use Permit in accordance with the requirements hereof, subject to the following conditions: 1. Permitted use. A special use permit is authorized to permit a drive-through building of less than 1,400 square feet in floor area, as shown in Exhibit "A." 2. Landscaping improvements. Landscaping on the site must conform to the landscape plan, as shown in Exhibit "A." 3. Building and operational standards. The following criteria shall apply to the building. a. The exterior appearance of the building must comply with the plans as shown in Exhibit "A." b. The screening for the refuse container must conform to the plan as shown in Exhibit "A." c. The height of the building must not exceed 20 feet. Section 3: That the official map of the City of North Richland Hills is amended and the Planning Manager is directed to revise the official zoning map to reflect the approved special use permit, as set forth above. Section 4: The use of the property described above shall be subject to all applicable regulations contained in the Building and Land Use Regulations and all other applicable and pertinent ordinances of the City of North Richland Hills. Ordinance 3441 SUP 2016-05 Page 2 of 4 Section 5: This Ordinance shall be cumulative of all provisions of ordinances and of the Code of Ordinances of the City of North Richland Hills, Texas, as amended, except when the provisions of this Ordinance are in direct conflict with the provisions of such ordinances and such code, in which event the conflicting provisions of such ordinances and such code are hereby repealed. Section 6: It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, and phrases of this Ordinance are severable, and if any section, paragraph, sentence, clause, or phrase of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining sections, paragraphs, sentences, clauses, and phrases of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional section, paragraph, sentence, clause or phrase. Section 7: Any person, firm or corporation violating any provision of the Zoning Ordinance and the zoning map of the City of North Richland Hills as amended hereby shall be deemed guilty of a misdemeanor and upon final conviction thereof fined in an amount not to exceed Two Thousand Dollars ($2,000.00). Each day any such violation shall be allowed to continue shall constitute a separate violation and punishable hereunder. Section 8: All rights and remedies of the City of North Richland Hills are expressly saved as to any and all violations of the provisions of any ordinances governing zoning that have accrued at the time of the effective date of this Ordinance; and, as to such accrued violations and all pending litigation, both civil and criminal, whether pending in court or not, under such ordinances, same shall not be affected by this Ordinance but may be prosecuted until final disposition by the courts. Section 9: The City Secretary is hereby authorized and directed to cause the publication of the descriptive caption and penalty clause of this ordinance two times. Section 10: This ordinance shall be in full force and effect immediately after publication as required by Section 9 hereof. AND IT IS SO ORDAINED. PASSED AND APPROVED on the 9th day of January, 2017. Ordinance 3441 SUP 2016-05 Page 3 of 4 CITY OF NORTH RICHLAND HILLS By: Oscar Trevino, Mayor ATTEST: Alicia Richardson, City Secretary Approved as to form and legality: Maleshia Farmer, City Attorney Approved as to content: Clayton Comstock, Planning Manager Ordinance 3441 SUP 2016-05 Page 4 of 4 2 N a 4 ------ — moo i w�ka a� ry a S " Sew W ha a i i e g � a o 0-440.7 191 ID g t� avaamoNS aaria .......... ¢P. Y gg� H �N�, 04 R H� I 4 H VA I H�p Ha aV qN, H iW Ino ffi N'H H fi �Ifl @p io i TH A h?,0 NM hi, MH 9 'M FA jyj/oo Jf Iq w. rd �fi -- --------- / 5 � E W F 4 airy�+fit' _ U W 0 02 � rc N © a o Q i ? F 3H 6 e "f5 €v5 a e — lilt j 3 t:H w Ti � - d )r d e < v � e 7,' 2 € to a a F w P a ! d< L e t m 3 I =a II 3 F£ 9` Ell _ t y P Y P p } 3 { 4 P5 "t Ss 1 - w7 + Fr € L £4 W b y gp 3 m g I .a - _. F 3 3 W °. - IIII= a q f IE m N a �� pff k3K EUZSYI L,44 5 JCry 5_& BLS' R ��W M u y rfl.! 0..0 j P J I s w� dff ,fw �Lre �aae �!,ry a e You g, 10P NTIkW uy-�'s t � µkv > °> �vod ��rf5 g . W 'EM u! s"rr.n u� W,rr 4 r g WW h W!s ��tl 4 aGrr �+ ' Eu $vusm £1W § gw4 °� uiw Ids a y r �, a "fin ✓3 d as r 'a $W W is iF s4~�r #ry g...........i ��E xw M �o U `ism I w j is .k z S wv rc� JNI'9NI IiV 3.'Z JA1. Ji. l L.1=.1/�i3 M 3J>Ef�_O1 :'ll�tl..Y'i132- Id4T�Jl� I Jtl�.'134131 _ Y1J40:11 EXCERPT FROM THE MINUTES OF THE DECEMBER 15, 2016 PLANNING AND ZONING COMMISSION MEETING SUP 2016-05 PUBLIC HEARING AND CONSIDERATION OF A REQUEST FROM ICON CONSULTING ENGINEERS, INC., FOR A SPECIAL USE PERMIT FOR A DRIVE THROUGH BUILDING LESS THAN 1,400 SQUARE FEET LOCATED AT 6244 RUFE SNOW DRIVE. APPROVED Principal Planner Clayton Husband introduced the Special Use Permit request. Applicant, Mark Waddles, 900 SW 5th St, Portland, OR, came forward and provided details of the SUP request. Chairman Randall Shiflet opened the public hearing. Mr. Husband presented the staff report. Chairman Randall Shiflet called forward anyone wishing to speak. Seeing no one, he closed the public hearing. A MOTION WAS MADE BY COMMISSIONER COOPER, SECONDED BY COMMISSIONER LUPPY TO APPROVE SUP 2016-05 SUBJECT TO THE RECOMMENDED CONDITIONS. MOTION TO APPROVE CARRIED 5-0. ?g1kH NORTH KICHL,AND HILLS CITY COUNCIL MEMORANDUM From: The Office of the City Manager Date: January 9, 2017 Subject: Approve the award of Project RFB No. 16-025 to DFW Services, LLC for the construction of Boulevard 26 Utility Burial Project (ED0601) in the amount of$1,296,100.00. Presenter: Mike Curtis, Managing Director Summary: The City Council is being asked to award a construction contract for the TIF 1 Expansion Project identified as "Boulevard 26 Utility Burial" (Parchman St. to Glenview Dr.). General Description: On November 9, 2016, a Bid Opening was conducted for the Boulevard 26 Utility Burial (Parchman St. to Glenview Dr.). The project consists of burying approximately half a mile of above ground utilities located along Boulevard 26 and adding light poles. This project is a cooperative effort between the Public Works, Planning & Inspection and the Economic Development Departments. Notice of the City's intent to bid was advertised in local newspapers, as required by State statute, and posted on the City's website. The bid opening was postponed once due to only one bid being presented at the first deadline. Bids were open at the second deadline on November 9th since the City received three bids. The bids are provided below: CONTRACTOR NAME BASE BID BASE BID + ALT BID DFW Services, LLC $ 1,176,037.00 $ 1,296,100.00 Rumsey Construction $ 954,809.75 $ 1,504,389.75 Atkins Brothers Equipment Co. $ 1,913,930.00 $ 2,309,560.00 The design engineer recommends awarding the contract to the lowest bidder: DFW Services, LLC, who has successfully completed several projects of similar scale for Oncor and AT&T. NRH Construction is anticipated to begin by late winter, and will take approximately six months to complete. There is sufficient construction funding available within the capital project for this award. Recommendation: Award base bid plus Alternate bid No. 16-025 to DFW Services, LLC in the amount of $1,296,100.00 for construction of the Boulevard 26 Utility Burial Project and authorize the City Manager to execute such agreement. NC1 K I-i R. I C: I-1 LA N D H I L L S islitH 'rffF C1ry of CFf01 C e PURCHASING DEPARTMENT REQUEST FOR BID BOULEVARD 26 UTILITY BURIAL PROJECT (ED0601) BIDS DUE TUESDAY, OCTOBER 11, 2016 TABLE OF CONTENTS SECTION I BIDDING DOCUMENTS Notice to Bidders Special Instructions to Bidders Financial Statement Liabilities and Net Worth Experience Record Equipment Schedule Bid Form • Bid Schedule • Bid Item Descriptions • Conflict of Interest Questionnaire SECTION II CONTRACTUAL DOCUMENTS Standard Form of Construction Agreement (Contract) General Conditions Insurance Requirements Performance Bond Payment Bond Maintenance Bond Non-Collusion Affadavit of Bidder Bid Certification Compliance with House Bill 1295 Contractor's Release to City Contractor's Affidavit of Final Payment SECTION III TECHNICAL SPECIFICATIONS SECTION IV SPECIAL PROVISIONS SECTION I BIDDING DOCUMENTS NOTICE TO BIDDERS SEALED BIDS on forms prepared by the Engineer will be received by the office of the Purchasing Manager of the City of North Richland Hills at City Hall (4301 City Point Dr., North Richland Hills, TX 76180) until 2:00 p.m. (local time) on Tuesday, October 11, 2016, forfurnishing all labor, material, equipment and the performance of all work required for: BOULEVARD 26 UTILITY BURIAL PROJECT at which time and place the bids will be publicly opened, read aloud and retained by the Purchasing Department for tabulation, checking and evaluation. COMPLETED BID FORMS shall be submitted in sealed envelopes upon the blank Bid Form furnished in the Construction Specifications. Sealed envelopes shall be marked: "BOULEVARD 26 UTILITY BURIAL PROJECT'— DO NOT OPEN UNTIL 2:00 p.m. on Tuesday, October 11 , 2016. COMPLETED BID FORMS shall be accompanied by a Bid Guaranty consisting of either a cashier's check or a Bid Bond on the form included or similar form of Surety Company (FACISIMILES WILL NOT BE CONSIDERED RESPONSIVE) made payable to The City of North Richland Hills, and in the amount of five percent (5%) of the total amount of the largest amount bid as a guarantee that if the bid is accepted, the bidder will execute the Contract and furnish the required Bonds, within the time-frame indicated in the Bid Form, to the City of North Richland Hills. BIDDERS should carefully examine the plans, specifications and otherdocuments; visit the site of the work; fully inform themselves as to all conditions and matters that can in any way affect the work or the costs thereof. Should a bidder find discrepancies or omissions from the plans, specifications or any other documents or should he/she be in doubt as to the meaning, he/she should at once notify the Purchasing Manager and obtain clarification prior to submitting any bid. PLANS AND SPECIFICATIONS and contract documents may be examined without charge at the City of North Richland Hills City Hall (4301 City Point Dr.) Purchasing Department. Copies of said documents may be obtained from Cobb, Fendley & Associates (2801 Network Boulevard Suite 800, Frisco, TX 75034) upon a non- refundable payment of $50.00 per set, accompanied by the contractor's name, contact name, address, telephone number and fax number. Plans will also be available online at,____....___„.civc s:tusa.,.cc m and u�nnsw„. ubllic._ualrrha e.,c m.under the project name "Boulevard 26 Utility Burial Project". 1 - 1 Notice to Bidders A NON-MANDATORY PRE-BID CONFERENCE has been scheduled for this Project at City Hall in the Community Room, (4301 City Point Dr., North Richland Hills, Texas 76180), at 10:00 AM Tuesday, October 4, 2016. The City will not respond to any questions and/or comments regarding this Project after this date. Minimum wage rates to all laborers and mechanics on the project must not be less than as provided in the Contract Documents and Wage Provisions must particularly comply with all other applicable wage laws of the State of Texas. The right is reserved, as the interest of the City of North Richland Hills may require, to reject any and all bids, to waive any informality in the bids received, and to select a bid best suited to the City of North Richland Hills' best interest. In case of ambiguity or lack of clearness in stating bid prices, the City of North Richland Hills reserves the right to adopt the most advantageous construction thereof, or to reject any or all bids. No bid may be withdrawn within sixty (60) days after the date on which bids are opened. CITY OF NORTH RICHLAND HILLS Scott Kendall Purchasing Manager ADVERTISEMENT DATES: • Friday, September 16, 2016 • Wednesday, September 21, 2016 I - 2 Notice to Bidders SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: A certified check or cashier's check or acceptable bidder's bond made payable to the City of North Richland Hills, Texas, in an amount of five percent (5%) of the bid submitted must accompany each bid as a guarantee that if awarded the contract, the bidder will promptly enter into a contract and execute such bonds as are required. 2. QUALIFICATION OF BIDDERS: No pre-qualification of bidders is required. However, in consideration of the bids, the City of North Richland Hills may require bidders to furnish a written experience record and a financial statement or the most recent audited financial statement of the firm. The City of North Richland Hills reserves the right to use these items of data to influence a decision as to the award of the contract. Bidders need not submit a statement of experience and financial condition unless requested to do so by the City of North Richland Hills. 3. CONFLICT OF INTEREST QUESTIONNAIRE: Bidders are required to complete the Conflict of Interest Questionnaire and to submit this completed form along with their bid form documents. 4. WAGE RATES: Attention is called to the fact that not less than the prevailing wage rates as hereinafter set forth in the Special Provisions of these Contract Documents, which are made a part hereof, must be paid on this project. 5. PRE-BID CONFERENCE: A NON-MANDATORY Pre-Bidders Conference will be conducted at City Hall in the Community Room, 4301 City Point Dr., North Richland Hills, Texas, 76180 at 10:00 AM on Tuesday, October 4, 2016. 1 - 3 Special Instructions to Bidders 6. BID SCHEDULE FORMS: Bidders may submit their bids on their own Bid Schedule form; however, any discrepancies between the Bid Schedule in this document and a bidder's own Bid Schedule may be reason for the City to reject such bid. 7. BONDS: A performance bond and a payment bond, each in the amount of not less than one hundred percent (100%) of the contract price, conditioned upon the faithful performance of the contract and upon payment of all persons supplying labor or furnishing materials, will be required on this project. Additionally, a two (2) year maintenance bond, in the amount of not less than twenty percent (20%) of the final contract price, will be required on this project. H. POWER OF ATTORNEY: Attorneys-in-Fact who sign bid bonds or contract bonds must file with each bond a certified and current copy of their power of attorney. 9. STANDARD SPECIFICATIONS: All work required by this project shall be in accordance with the "Public Works Design Manual" adopted by the City of North Richland Hills and the "Public Works Construction Standards- North Central Texas" adopted by the North Central Texas Council of Governments (NCTCOG), October 2004 Edition, except as modified in the Contract Documents. Where a conflict exists between the"Public Works Design Manual" and the "Public Works Construction Standards- North Central Texas", the "Public Works Design Manual" shall govern. Copies of both of these standards are included in the Contract Documents by reference and are made a part thereof. Omission of any section from this project's Contract Documents does not mean that such section is not applicable to this project. 10. UNIT PRICE CONTRACT: The contract for this project is a "Unit Price" Contract. As such, the City of North Richland Hills reserves the right to add and/or delete quantities to specific pay items. The City of North Richland Hills may further delete an entire unit price pay item if the City of North Richland Hills desires. The City of North Richland Hills reserves the right to increase or decrease the amount of work to be done by any amount not to be exceeded by twenty-five percent (25%) of the original contract amount. In the event the increase pertains to items not originally bid, the Contractor shall submit a bid in writing to the City of North Richland Hills for approval. I - 4 Special Instructions to Bidders It is further agreed that lump sum prices may be increased to cover additional work ordered by the City of North Richland Hills but not shown on the plans or required by the specifications, in accordance with the provisions of the general conditions; similarly, lump sum prices may be decreased to cover deletion of work so ordered. The City of North Richland Hills reserves the right to reject the Contractor's bid on such extra work and secure such work to be done other than by said Contractor. 11. MEASUREMENT AND PAYMENT: The basis of payment for the pay items noted in the proceeding pages shall be full compensation for furnishing all labor, materials, equipment and incidentals required to complete the work as specified and as shown in the project plans/drawings. Any item of work not specifically listed for payment but required by the project documents shall be considered an incidental item of the project and no specific payment will be made. 12. LIQUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT: The successful bidder, upon his/her failure or refusal to execute and deliver the contract and bonds required within ten (10)days after he/she has received notice of the acceptance of his/her bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his/her bond. 13. CONDITIONS OF WORK/OBLIGATION OF BIDDER: Each bidder must inform himself/herself fully of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his/her obligation(s) to furnish all material, labor, equipment and incidentals necessary to carry out the provisions of this contract. Insofar as possible, the Contractor, in carrying out his/her work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor or City of North Richland Hills public employees. At the time of the opening of bids each bidder will be presumed to have inspected the site and to have read and to be thoroughly familiar with the plans and Contract Documents (including all addenda). The failure or omission of any bidder to examine any form, instrument, or documents shall in no way relieve the bidderfrom any obligation in respect to his/her bid. I - 5 Special Instructions to Bidders 14. ADDENDA AND INTERPRETATIONS: Bidders wanting further information, interpretation or clarification of the Contract Documents must make their request in writing to the Engineer at least eight(8)days prior to bid opening. Answers to all such requests will be made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find discrepancies in, or omission from the Contract Documents, or should he/she be in doubt as to their meaning, he/she should at once notify the Engineer in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective bidder. The bid form as submitted by the bidder must be so constructed as to include any addenda issued by the Engineer prior to 24 hours of the opening bids, with the appropriate recognition of addenda so noted in the bid form. No interpretation of the meaning of plans, specifications or other pre-bid documents will be made to any bidder orally. Every request for such interpretation shall be in writing, addressed to the Director of Public Works, City of North Richland Hills, 4301 City Point Dr., North Richland Hills, TX 76180 and to be given consideration, must be received at least eight (8) days prior to the date fixed for the opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the specifications and plans which, if issued, will be mailed to all prospective bidders (at the respective addresses furnished on the Plan Holders Sheet), not later than three (3) days prior to the date fixed for opening of bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve the bidder from any obligation under his/her bid submitted. All addenda shall become part of the Contract Documents. 15. LAWS AND REGULATIONS: The bidder's attention is directed to the fact that all applicable State laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. 16. SUBMITTALS: Prior to any construction commencing on this project the Contractor shall submit the required submittals to the Director of Public Works and have his approval for all such submittals as required in the Technical Specifications. 1 - 6 Special Instructions to Bidders FINANCIAL STATEMENT Condition of Bidder at close of Business month, 20_ ASSETS LIABILITIES 1. Cash on Hand $ $ Cash in Bank $ $ Cash Elsewhere $ $ 2. Accounts receivable from completed contracts (exclusive of claims not approved for payment) $ $ 3. Accounts receivable from other sources than above $ $ 4. Amounts earned on uncompleted contracts (not included in Item 3) (Contract price on completed portion of uncompleted contracts less total cost of completed portion) $ $ 5. Deposits for bids on other guarantees $ 6. Notes Receivable Past Due $ Due 90 days $ Due Later $ 7. Interest Earned $ 8. Real Estate, Business Property, present value $ Other property, present value $ $ 9. Stocks and Bonds, Listed on Exchange $ $ Unlisted $ $ 10. Equipment, Machinery, Fixtures $ $ Less Depreciation $ $ 11. Other Assets $ TOTAL ASSETS $ $ 1 - 7 Financial Statement/Liabilities and Net Worth LIABILITIES AND NET WORTH ASSETS LIABILITIES 1. Notes Payable to Banks Regular $ (For Certified Checks) $ Equipment Obligations $ Others $ $ 2. Accounts Payable Current $ Past Due $ 3. Real Estate Mortgages $ $ 4. Other Liabilities $ 5. Reserves $ 6. Capital Stock Paid Up Common $ Preferred $ 7. Surplus $ TOTAL LIABILITIES $ $ 1 - 8 Financial Statement/Liabilities and Net Worth EXPERIENCE RECORD List of Projects your Organization has successfully completed: Amount of Date Name and Contract Award Type of Work Accepted Address of Owner List of Projects your Organization is now engaged in completing: Anticipated Amount of Date of Name and Contract Award Type of Work Completion Address of Owner 1 - 9 Experience and Current Workload List of Surety Bonds in Force on above Uncompleted Work: Date of Amount of Name and Contract Award Type of Bond Bond' Address of Surety 1 List every type of bond separately. If one project has more than one type of bond, list each and every bond for that project on a separate line. 1 - 10 Experience and Current Workload EQUIPMENT SCHEDULE List of Equipment owned by bidder that is in serviceable condition and available for use: Portions of work Bidder proposes to sublet if Awarded the Contract including amount and type: I - 11 Experience and Current Workload BID FORM FOR BOULEVARD 26 UTILITY BURIAL PROJECT FOR THE CITY OF NORTH RICHLAND HILLS, TEXAS (THIS BID FORM MUST BE COMPLETED IN ITS ENTIRETY, SUBMITTED IN ITS ENTIRETY AND NOT REMOVED FROM THE CONTRACT DOCUMENTS) Bid Opening Date: October 11 , 2016 TO: City of North Richland Hills 4301 City Point Dr. North Richland Hills, Texas 76180 FOR: BOULEVARD 26 UTILITY BURIAL PROJECT Pursuant to the foregoing "Notice to Bidders", the undersigned bidder, having thoroughly examined the Contract Documents, the site of the project and understanding the amount of work to be done and the prevailing conditions, hereby proposes to fully complete all of the work and requirements as provided in the plans and Contract Documents and binds himself/herself upon acceptance of this bid form to execute a contract and furnish such bonds as required and proposes to complete the work within the time stated and for the following prices: 1 - 12 Bid Form BOULEVARD 26 UTILITY BURIAL 16625 CITY OF NORTH RICHLAND HILLS BID SCHEDULE ITEM EST. UNIT ITEM DESCRIPTION AND UNIT PRICE(FILL IN SCRIPT) UNIT PRICE TOTAL AMOUNT NO. OTY. BASE BID GENERAL'G'ITEMS TEMPORARY TRAFFIC CONTROL compete in place,the sum of, G1.1 1 LS Ddlars $ $ and Cents per LUMP SUM SWPPP/EROSION CONTROL DEVICES compete in place,the sum of, G1.2 1 LS Ddlars $ $ and Centsper LUMP SUM TRENCH SAFETY SYSTEM oompete In place,the sum of, G1.3 1 LS Ddlars $ $ and —Cents per LUMP SUM REMOVE AND REPLACE EXISTING FENCE compete in place,the sum of, G1.4 1 LS Ddlars $ $ antl Cents per LUMP SUM BASE BID UTIUTY'U'ITEMS UTILITY TRENCH(6 FEET AND UNDER) complete in place,the sum of, U1.1 3,163 LF Dollars $ $ and Cents per LINEAR FOOT UTILITY TRENCH(OVER 6 FEET) compete in place,the sum of, U1.2 755 LF Dollars $ $ and Cents per LINEAR FOOT 4'PVC CONDUIT ompate in platy,the sum of, U1.3 9,045 LF Ddlars $ $ and Cents per LINEAR FOOT 6'PVC CONDUIT compete in place,the sum of, U1.4 4,708 LF Ddlars $ $ and Cents per LINEAR FOOT MULTI-DUCT ELECTRIC CONDUIT BY BORE ompete In place,the sum of, U1.5 779 LF Ddlars $ $ antl Cents per LINEAR FOOT MULTI-DUCT TELECOMMUNICATIONS CONDUIT BY BORE compete In place,the sum of, U1.6 701 LF Ddlars $ $ and Cents per LINEAR FOOT S'STEEL CASING compete In place,the sum of, U1.7 79 LF Ddlars $ $ and Cents per LINEAR FOOT 1 - 13 Bid Form BOULEVARD 26 UTILITY BURIAL 16625 CITY OF NORTH RICHLAND HILLS 16'STEEL CASING compete in place,the sum of, U1.8 1,401 LF Dollars $ $ and Cents per LINEAR FOOT METER PEDESTAL compete in place,the sum of, U1.9 1 EA Dollars $ $ and Cents per EACH PRECAST ELECTRIC PULLBO% compete in place,the sum of, U1.10 5 EA Ddlars $ $ and Cents per EACH GUARD POST compete in place,the sum of, U1.11 8 EA Dollars $ $ and Cents per EACH PRECAST AT&T MANHOLE compete in place,the sum of, U1.12 8 EA Dollars $ $ and Cents per EACH PRECAST CHARTER COMMUNICATIONS HANDHOLE compete in place,the sum of, U1.13 2 EA Dollars $ $ and Cents per EACH WATER LINE RELOCATION ompete in place,the sum of. 01.14 68 LF Dollars $ $ and Cents per LINEAR FOOT BASE BID MISCELLANEOUS-'M'ITEMS MISCELLANEOUS PAVING(ALLOWANCE) om lete in place,the sum of, M1.1 1 LS Ddlars $ 10,000.00 $ 10,OOD.00 and Cents per LUMPSUM MISCELLANEOUS UTILITY(ALLOWANGE) compete in place,the sum of, M1.2 1 LS Dollars $ 10,000.00 $ 10,000.00 and Cents per LUMP SUN] MISCELLANEOUS LANDSCAPING(ALLOWANCE) compete in place,the sum of, M1.3 1 LS Ddlars $ 15,000.00 $ 15.(00.00 and Cents per LUMP SUN] MISCELLANEOUS IRRIGATION(ALLOWANCE) compete in place,the sum of, MIA 1 LS Ddlars $ 10,000.00 $ 10.000.00 and Cenisper ITUMPSUM TOTAL AMOUNT Dollars BASE BID and Cents 1 - 14 Bid Form BOULEVARD 26 UTILITY BURIAL 16825 CITY OF NORTH RICHLAND HILLS ALTERNATE BID-'A'ITEMS 2'PVC CONDUIT compete in place,the sum of, A1.1 2,18] LF One Hundred FifyThousand Ddlars $ antl No Cents per LINEAR FOOT 2-PVC CONDUIT BY BORE compete in place,the sum of, A1.2 348 LF polars $ $ and Cents par LINEAR FOOT 4'STEEL CASING compete in place,the sum of, A1.3 348 LF One Hundred I'My Thousand Dollard $ and No Cents per LINEAR FOOT STREET LIGHT compete in place,the sum of, A1.4 11 EA Dollars $ $ and Cents per EACH TOTAL AMOUNT Dollars ALTERNATE BID and Cent. BID SCHEDULE-SUMMARY TOTAL BID AMOUNT BASE BID TOTAL Ddlars and Cents ALTERNATE BID TOTAL Ddlars and Cents BASE BID+ALTERNATE BID TOTAL Ddlars and Cents $ 1 - 15 Bid Form Description of General Bid Items: G1.1 Item 001 — Temporary Traffic Control. Payment shall include the preparation and implementation of traffic control plans prepared, signed, and sealed by an Engineer licensed to practice by the state of Texas, detailing the construction sequencing in accordance with the Plans and TMUTCD to be accepted by the Engineer and the City of North Richland Hills; supply, installation, maintenance, adjustments, replacements, removal, materials, equipment, labor, tools, and incidentals necessary for the placement and maintenance of all traffic control items, paid as a lump sum. G1.2 Item 002 — SWPPP/Erosion Control Devices. Payment shall include preparation of a Storm Water Pollution Prevention Plan (SWPPP) according to the State of Texas requirements and placement, maintenance, removal, and proper offsite disposal of erosion control devices as specified in the plans for the duration of the project including revegetation of disturbed areas (not otherwise paid for directly) paid as a lump sum. G1.3 Item 003 — Trench Safety System. Payment shall include the preparation and execution of a trench safety plan prepared, signed, and sealed by an Engineer licensed to practice by the state of Texas as required paid per lump sum. G1.4 Item 004 — Remove and Replace Existing Fence. Payment shall include the complete removal and subsequent replacement of existing chain link or wood fence and posts as necessary to perform the utility relocations indicated in the plans and disposed of offsite paid as a lump sum. Description of Utility Bid Items: UM Item 005 — Utility Trench (6 feet and under). Payment shall include the excavation of utility trench to a width sufficient to carry out utility conduit and/or appurtenance installations, at a depth of six (6) feet and less, complete with embedment, backfill and compaction as indicated in the Plans paid per linear foot of trench. U1.2 Item 006 — Utility Trench (Over 6 feet). Payment shall include the excavation of utility trench to a width sufficient to carry out utility conduit and/or appurtenance installations, at a depth greater than six (6) feet, complete with embedment, backfill and compaction as indicated in the Plans paid per linear foot of trench. U1.3 Item 007 — 4" PVC Conduit. Payment shall include furnishing and placing 4" Schedule 40 PVC conduit including conduit and all fittings (bends, 1 - 16 Bid Form sweeps, caps, etc.), pull strings, and other incidental items complete in place at the depth shown in the Plans paid per linear foot of conduit placed measured horizontally along the conduit alignment. Trenching, backfill, and compaction are paid separately in items U1.1 or U1.2. Exact location(s) of the conduit shall be as indicated on the Plans. U1.4 Item 008 — 6" PVC Conduit. Payment shall include furnishing and placing 6" Schedule 40 PVC conduit including conduit and all fittings (bends, sweeps, caps, etc.), pull strings, and other incidental items complete in place at the depth shown in the Plans paid per linear foot of conduit placed measured horizontally along the conduit alignment. Trenching, backfill, and compaction are paid separately in items U1.1 or U1.2. Exact location(s) of the conduit shall be as indicated on the Plans. U1.5 Item 009 — Multi-Duct Electric Conduit by Bore. Payment shall include installation of multi-duct electric conduit by bore. Conduit shall be of the number and size indicated in the Plans, and shall include placement of grout in the casing after conduit is placed, and all incidental items complete in place as shown in the Plans paid per linear foot of bore measured horizontally from beginning to end of bore. Conduit and steel casing are included separately in pay items for 4" conduit and casing pipe, respectively. Exact location(s) of the bore shall be as indicated on the Plans. U1.6 Item 010 — Multi-Duct Telecommunications Conduit by Bore. Payment shall include installation of multi-duct telecommunications conduit by bore. Conduit shall be of the number and size indicated in the Plans, including all incidental items complete in place as shown in the Plans paid per linear foot of bore measured horizontally from beginning to end of bore. Conduit and steel casing are included separately in pay items for 4" conduit and casing pipe, respectively. Exact location(s) of the bore shall be as indicated on the Plans. U1.7 Item 011 — 8" Steel Casing. Payment shall include furnishing and installing 8" steel casing (3/8" wall thickness) by bore, including casing pipe and spacers to accommodate the number and size of conduits indicated in the Plans, and all other incidental items complete in place as shown in the Plans paid per linear foot of casing placed measured horizontally from beginning station to end station. Exact location(s) of the casing shall be as indicated on the Plans. U1.8 Item 012 — 16" Steel Casing. Payment shall include furnishing and installing 16" steel casing (3/8" wall thickness) by bore, including casing pipe and spacers to accommodate the number and size of conduits indicated in the Plans, and all other incidental items complete in place as shown in the Plans paid per linear foot of casing placed measured 1 - 17 Bid Form horizontally from beginning station to end station. Exact location(s) of the casing shall be as indicated on the Plans. U1.9 Item 013 — Meter Pedestal. Payment shall include furnishing and installing an electric meter pedestal, complete in place including meter pedestal and all incidental items, as indicated on the plans, per Oncor Specification. U1.10 Item 014 — Precast Electric Pullbox. Payment shall include furnishing and installing an electric pullbox, complete in place including pullbox and all incidental items, as indicated on the plans, per Oncor Specifications. U1.11 Item 015 — Guard Post. Payment shall include furnishing and installing guard posts around electric equipment where indicated in the Plans including all incidental items necessary for construction paid per each guard post installed, per Oncor Specification (DDS-4) U1.12 Item 016 — Precast AT&T Manhole. Payment shall include furnishing and installing a 4x8x6 precast manhole, including precast manhole, excavation and backfill and all incidental items, as indicated on the plans, per AT&T standards. U1.13 Item 017 — Precast Charter Communications Handhole. Payment shall include furnishing and installing a 3x5x3 precast handhole, including precast handhole, excavation and backfill and all incidental items, as indicated in the plans. U 1.14 Item 018 —Water Line Relocation. Payment shall include the relocation of public water main including fittings, valves, appurtenances, and all connections to existing water line, complete in place per City of North Richland Hills Standard Details and Specifications. Description of Miscellaneous Bid Items: M1.1 Item 019 — Miscellaneous Paving (Allowance). Payment shall include the removal offsite of and replacement of existing concrete or asphalt pavement and concrete sidewalk according to the City of North Richland Hills and/or TxDOT standard details and specifications. This item is an allowance and will be paid based on the "actual field cost' of the work provided plus fifteen percent (15%). The fifteen percent (15%) of the "actual field cost" to be paid to the Contractor shall cover and compensate him/her for his/her profit, overhead, and all other elements of cost and expense not embraced within the "actual field cost' or covered elsewhere by these specifications. Contractor shall furnish all invoices and other documentation required by Owner in order to determine the "actual field cost' of miscellaneous work covered under this item. 1 - 18 Bid Form M1.2 Item 020 — Miscellaneous Utility (Allowance). Payment shall include the adjustment as necessary to existing utilities not included in the scope of work indicated in the plans. This item is an allowance and will be paid based on the "actual field cost' of the work provided plus fifteen percent (15%). The fifteen percent (15%) of the "actual field cost' to be paid to the Contractor shall cover and compensate him/her for his/her profit, overhead, and all other elements of cost and expense not embraced within the "actual field cost' or covered elsewhere by these specifications. Contractor shall furnish all invoices and other documentation required by Owner in order to determine the "actual field cost' of miscellaneous work covered under this item. M1.3 Item 021 — Miscellaneous Landscaping (Allowance). Payment shall include the removal offsite of and replacement of existing landscaping elements that may be disturbed during utility construction operations, including but not limited to sod, shrubs, ornamental trees, canopy trees, flower bed edging, and mulch. This item is an allowance and will be paid based on the "actual field cost' of the work provided plus fifteen percent (15%). The fifteen percent (15%) of the "actual field cost' to be paid to the Contractor shall cover and compensate him/her for his/her profit, overhead, and all other elements of cost and expense not embraced within the "actual field cost' or covered elsewhere by these specifications. Contractor shall furnish all invoices and other documentation required by Owner in order to determine the "actual field cost' of miscellaneous work covered under this item. M1.4 Item 022 — Miscellaneous Irrigation (Allowance). Payment shall include the removal offsite of and replacement of existing irrigation items that may be disturbed during utility construction operations, including but not limited to sprinkler heads, piping, and control valves. This item is an allowance and will be paid based on the "actual field cost' of the work provided plus fifteen percent (15%). The fifteen percent (15%) of the "actual field cost' to be paid to the Contractor shall cover and compensate him/her for his/her profit, overhead, and all other elements of cost and expense not embraced within the "actual field cost' or covered elsewhere by these specifications. Contractor shall furnish all invoices and other documentation required by Owner in order to determine the "actual field cost' of miscellaneous work covered under this item. Description of Alternate Bid Items: A1.1 Item 023 — 2" PVC Conduit. Payment shall include furnishing and placing 2" Schedule 40 PVC conduit including conduit and all fittings (bends, sweeps, caps, etc.), pull strings, and other incidental items complete in place at the depth shown in the Plans paid per linear foot of conduit placed measured horizontally along the conduit alignment. Trenching, 1 - 19 Bid Form backfill, and compaction are paid separately in items U1.1 or U1.2. Exact location(s) of the conduit shall be as indicated on the Plans. A1.2 Item 024 — 2" PVC Conduit by Bore (Lighting Conduit). Payment shall include installation of 2" Schedule 40 PVC conduit by bore, including all incidental items complete in place as shown in the Plans paid per linear foot of bore measured horizontally from beginning to end of bore. Conduit and steel casing are included in pay items for 2" conduit and casing pipe, respectively. Exact location(s) of the bore shall be as indicated on the Plans. A1.3 Item 025 —4" Steel Casing. Payment shall include furnishing and installing 4" steel casing (3/8" wall thickness) by bore, including casing pipe and spacers to accommodate the number and size of conduits indicated in the Plans, and all other incidental items complete in place as shown in the Plans paid per linear foot of casing placed measured horizontally from beginning station to end station. Exact location(s) of the casing shall be as indicated on the Plans. A1.4 Item 026 — Street Light. Payment shall include furnishing and installing streetlights, complete in place including light standards, bulbs, and streetlight foundations and all incidental items, at the locations indicated in the Plans, per the model number indicated in the Plans. Additional Information: 1. Any Item generally described in the above paragraphs shall be provided complete, in place, with all necessary components and incidentals as detailed in the plans, specifications, and per the following references: a. North Central Texas Council of Government's Public Works Standard Construction Specifications and Drawings, latest revision. b. Texas Department of Transportation's Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, latest revision. c. Texas Manual on Uniform Traffic Control Devices, latest revision. d. City of North Richland Hills Standard Details and Specifications. 2. Items will only be paid if installed per plans, specifications and standards and verified by the Engineer and/or the City of North Richland Hills, and/or the Utility Owner. In no circumstances shall the estimated quantities be exceeded without prior written authorization of the Owner per Section 9-5 of the Specifications. 1 - 20 Bid Form 3. Construction materials testing will be paid for by the City of North Richland Hills. Any retests required due to failed tests shall be paid by the Contractor. Bids will be evaluated on the total construction cost, including all alternates, the use of alternates notwithstanding. 1 - 21 Bid Form CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire is being filed in accordance with chapter 176 of OFFICE USE ONLY the Local Government Code by a person doing business with the Date Received governmental entity. By law this questionnaire must be filed with the records administrator of the local government not later than the 7'h business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. 1 Name of person doing business with local governmental entity. 2 ❑ Check this box if you are filing an update to a previous filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a), Local Government Code, is pending and not later than the 7'h business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 1 - 22 Bid Form 3 Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. 4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Page 2 5 Name of local government officer with whom filer has affiliation or business relationship. (Complete this section only if the answer to A, B, or C is YES.) This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. 1 - 23 Bid Form A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? ❑YES ❑ NO B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local government entity? ❑YES ❑ NO C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? ❑YES ❑ NO D. Describe each affiliation or business relationship. 6 Describe any other affiliation or business relationship that might cause a conflict of interest. 1 - 24 Bid Form 7 Signature of person doing business with the governmental entity Date Adopted 01/13/2006 1 - 25 Bid Form The undersigned bidder acknowledges receipt of the following Addenda: (If none is received, then write NONE across the blanks.) Addendum No. 1 - Date Received Addendum No. 2 - Date Received The undersigned bidder agrees to execute and file with the Owner a contract and bonds on the forms provided within ten (10) days after written notification of award of the contract to him and to begin the work to be performed under the contract within ten (10)days after written authorization to begin the work(Work Order)and to complete the work in full within 180 Consecutive Calendar Days, after the date specified in the "Notice to Proceed/Work Order". Enclosed with this bid form is a certified check or cashier's check or bid bond payable to the City of North Richland Hills in the amount of five percent (5%) of the total bid, which is to become the property of the City of North Richland Hills, or the attached Bidder's Bond is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. Respectfully Submitted, Signed: Company: Address: SEAL (If Bidder is a Corporation) Telephone: Fax: an individual Submitted by: a partnership Doing Business As: 1 - 26 Bid Form SECTION II CONTRACTUAL DOCUMENTS STANDARD FORM OF CONSTRUCTION AGREEMENT THE STATE OF TEXAS § COUNTY OF TARRANT § THIS AGREEMENT is entered into this the _ day of 20_, by and between the CITY NORTH RICHLAND HILLLS, a municipal corporation, of the County of Tarrant and State of Texas, hereinafter called "OWNER" and of the City of , County of and State of hereinafter called "CONTRACTOR." OWNER and CONTRACTOR in consideration of the mutual covenants contained in this Agreement, agree as follows: ARTICLE 1. WORK. CONTRACTOR covenants and agrees to perform the Work in every detail, in a good and first-class workmanlike manner as specified and indicated in the Contract Documents, of which are incorporated in this Agreement in their entirety as if they were herein set out at length written word for word. The CONTRACTOR shall furnish all labor, materials, tools and equipment required to perform and complete the Work in strict accordance with these Contract Documents. The Work is described as follows: BOULEVARD 26 UTILITY BURIAL PROJECT ARTICLE 2. CONTRACT PRICE. OWNER agrees to pay CONTRACTOR for completion of the Work in accordance with the Contract Documents, the price or prices shown in the bidder's proposal, which total the following amount: ARTICLE 3. CONTRACT TIME / LIQUIDATED DAMAGES. Unless otherwise stated in this agreement, time shall be considered of the essence. II - 1 Construction Agreement a. When time is of the essence, the CONTRACTOR shall be liable for failure to deliver or delay in delivery occasioned by and including without limitation strikes, lock-outs, inability of obtaining material or shopping space, breakdowns, delays of carriers or suppliers, and preexisting governmental acts and regulations of the Federal and State governments or any subdivision thereof, unless such governmental acts and regulations affecting delivery could not be found, recognized, or discovered by due diligence on the part of the CONTRACTOR prior to submission of his/her bid and City Council's acceptance thereof. b. When time is not of the essence, this agreement shall be inoperative during such period of time that aforesaid delivery or acceptance may be rendered impossible by reason of fire, strike, Acts of God, or government regulation. Provided, however, to the extent that the CONTRACTOR has any commercially reasonable alternative method of performing this contract by purchase on the market or otherwise, he/she shall not be freed of his/her obligation hereunder by this clause, even though the goods intended for this contract were destroyed or their delivery delayed because of any event described above. As time is of the essence on this contract, CONTRACTOR agrees to commence work under this contract within ten (10) days from the date specified in the "Notice to Proceed" and to totally complete the Work within 180 consecutive calendar (Contract Time per City Council Award) days after the date specified in the "Notice to Proceed", subject to such extensions of time as noted below or as indicated in the Special Provisions. Calendar Days is defined as any day of the week or month; no days being excepted, such as, Saturdays, Sundays, holidays and inclement weather days. Counting of contract time will only be stopped when the Owner issues a written notice stating this fact, or when the project is noted as substantially complete by written notice from the Owner. The Owner shall determine when such action is necessary. Extensions of time due to weather delays shall be determined in accordance with the following formula: E = R— P where P is greater than or equal to R, and E = Extra Precipitation Days P = Average Precipitation Days R = Total Precipitation Days II - 2 Construction Agreement Average Precipitation Days (P) is defined as a day of rain, sleet, hail, snow or any combination thereof, and shall be based upon the average precipitation for each month of the year as defined in the Local Climatological Data summaries issued by the National Climatic Data Center in Asheville, North Carolina, and for this contract shall be as follows: Averaae Precipitation Month Jan Feb Mar AAr May June Number of Days 6 6 7 7 8 6 Month July Aug Sept Oct Nov Dec Number of Days 4 4 6 6 6 6 Partial months shall be prorated uniformly for the entire month and the sum of all the months used will be rounded to the nearest whole number. This number shall be P. Total Precipitation Days (R) is defined as a day of rain, sleet, hail, snow or any combination thereof, if determined by the Owner's Project Representative that the Contractor's construction cannot progress substantially due to precipitation and thus be put in the Daily Inspection Logs as a precipitation day. The sum of all precipitation says shall be R. The total number of Extra Precipitation Days (E) shall be granted to the Contractor as extension of time due to weather delays, and no additional time due to drying time for saturated soil will be allowed. This contract time is both multi-tiered and cumulative. The CONTRACTOR further agrees to pay the following as liquidated damages: (1) $150 per calendar day for any unfinished work for the first 30 days beyond the 180th day. This $150 rate will start on the 181st consecutive calendar (Contract Time per City Council Award) (Day After Contract Time Expires) day after the "Notice to Proceed" issuance date and continue through the 210th consecutive calendar day after the "Notice to Proceed" issuance (Day 30 After Contract Time Expires) date. (2) $300 per calendar day for any unfinished work beyond the 21 oth consecutive (Day 30 After Contract Time Expires) calendar day after the "Notice to Proceed" issuance date. This rate shall continue until such time that the Project is complete and accepted by the OWNER. II - 3 Construction Agreement It is understood between the parties hereto that these sums shall be treated as liquidated damages and not as a penalty, and the OWNER may withhold from the CONTRACTOR's compensation such sums as liquidated damages. ARTICLE 4. PARTIAL PAYMENT. OWNER shall make payments to the CONTRACTOR in the following manner. On or about the first of each month, the OWNER, or the OWNER's Authorized Representative, will make accurate estimates of the value, based on contract prices, of the work done and materials incorporated in the work and of materials suitably stored at the site during the preceding calendar month. The CONTRACTOR shall furnish to the OWNER, or the OWNER's Representative, such detailed information as the OWNER may request to aid OWNER as a guide in the preparation of the monthly estimate. Within the following thirty(30)days, OWNER shall make partial payments to the CONTRACTOR for work performed during the preceding calendar month as estimated by the OWNER or OWNER's Representative. Ten percent (10%) of each estimate shall be retained by the OWNER until final completion and acceptance of all work covered by the Contract for contracts less than four hundred thousand dollars ($400,000). Five percent (5%) of each estimate shall be retained by the OWNER until final completion and acceptance of all work covered by the Contract for contracts greater than four hundred thousand dollars ($ 400,000). Upon completion and acceptance of all work in compliance with the Contract, the OWNER shall, within thirty (30) days, pay the CONTRACTOR the balance due under the terms and conditions of the Contract. It is understood that the monthly estimates shall be approximate only, and all monthly estimates and partial payments shall be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not in any respect be taken as an admission of the OWNER of the amount of work done or of its quality or sufficiency nor as an acceptance of the work or the release of the CONTRACTOR of any of its responsibility under the Contract. II - 4 Construction Agreement ARTICLE 5. DISCRIMINATION. The CONTRACTOR agrees, in connection with the performance of work under this contract as follows: a. The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, creed, color, sex, religion, national origin or ancestry. Such actions shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruiting or recruitment, advertising, layoff, termination, rates of pay or other forms of compensation and selection for training, including apprenticeship. b. The CONTRACTOR agrees to include this non-discrimination clause in any subcontracts connected with the performance of this agreement. c. In the event of the CONTRACTOR's non-compliance with the above non- discrimination clause, the contract may be canceled or terminated by the OWNER. The CONTRACTOR may be declared by the OWNER to be ineligible for future contracts with the OWNER, until satisfactory proof of intent to comply shall be made by the CONTRACTOR. ARTICLE 6. ENTIRE CONTRACT. This Contract and Agreement contains the entire understanding and agreement of the parties upon the subject matter hereof. There is no agreement, oral or otherwise, which is not set forth in writing as part of this Agreement or the Contract Documents. ARTICLE 7. MODIFICATION. This contract cannot be modified except by a writing signed by both parties. ARTICLE 8. VARIABLES IN COST. The parties hereto assume and understand that the variables in the CONTRACTOR's cost of performance may fluctuate; consequently, the parties hereto agree that any fluctuations in the CONTRACTOR's costs will in no way alter the CONTRACTOR's obligations under this contract nor excuse nonperformance or delay on his/her part. ARTICLE 9. VENUE. This contract shall be governed by the laws of the State of Texas. Venue for any court proceedings shall be in Tarrant County, Texas. II - 5 Construction Agreement ARTICLE 10. CONTRACT DOCUMENTS. Documents Listed. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR for the performance of and payment for the Work, consist of the following: (1) This Agreement (2) Addendum(s) (3) "Notice to Bidders" advertisement (4) Bidder's Proposal (5) Special Instruction to Bidders (6) Performance, Payment and Maintenance Bonds (7) Certification of Insurance (8) Notice to Proceed (9) Technical Specifications (10) City of North Richland Hills' Public Works Design Manual (11) Special Provisions (12) General Provisions (13) Special Specifications (14) Project Construction Plans/Drawings (15) Special Material and/or Equipment Specifications (16) Special Material and/or Equipment Drawings (17) "Public Works Construction Standards - North Central Texas" adopted by the North Central Texas Council of Governments (NCTCOG), October 2004 Edition (18) North Central Texas Council of Government references IN TESTIMONY WHEREOF, the CITY OF NORTH RICHLAND HILLS has caused this instrument to be signed in its corporate name, and on its behalf by the Mayor, duly authorized to execute this instrument by action of the City Council and a corporation, a partnership, an individual acting (Name of Contractor) ("X" out the inappropriate wording) by and through its duly authorized officials, thereby binding themselves for the faithful and full performance of the terms and provisions of this Agreement. City of North Richland Hills OWNER CONTRACTOR By: By: Mark Hindman, City Manager Title: Attest: Attest: Alicia Richardson, City Secretary Title: II - 6 Construction Agreement Approved as to form and legality: George Staples, City Attorney NRH Council Action Yes / No Date Approved: Agenda No.: Ord. / Res. No.: II - 7 Construction Agreement CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire is being filed in accordance with chapter OFFICE USE ONLY 176 of the Local Government Code by a person doing Date Received business with the governmental entity. By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. 1 Name of person doing business with local governmental entity. 2 ❑ Check this box if you are filing an update to a previous filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a), Local Government Code, is pending and not later than the 7'h business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 II - 8 Conflict of Interest Questionnaire Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. 4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Page 2 5 Name of local government officer with whom filer has affiliation or business relationship. (Complete this section only if the answer to A, B, or C is YES.) This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? II - 9 Conflict of Interest Questionnaire ❑YES ❑ NO B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local government entity? ❑YES ❑ NO C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? ❑YES ❑ NO D. Describe each affiliation or business relationship. 6 Describe any other affiliation or business relationship that might cause a conflict of interest. 7 Signature of person doing business with the governmental Date entity Adopted 01/13/2006 II - 10 Conflict of Interest Questionnaire GENERAL Q:QDItiYI[DI["I'll : NS In submitting this bid,the Bidder understands and agrees to be bound by the following terms and conditions. These terms and conditions shall become a part of the purchase order or contract and will consist of the invitation to bid, specifications, the responsive bid and the contract with attachments,together with any additional documents identified in the contract and any written change orders approved and signed by a city official with authority to do so. All shall have equal weight and be deemed a part of the entire contract. If there is a conflict between contract documents, the provision more favorable to the City shall prevail. 1. BID TIME It shall be the responsibility of each Bidder to ensure his/her bid is turned in to the City of North Richland Hills on or before Error! Reference source not found. Error! Reference source not found.. The official time shall be determined by the clock located at the switchboard in the North Richland Hills City Hall lobby. Bids received after the time stated above will be considered ineligible and returned unopened. All attached bid documents are to be returned completely filled out, totaled, and signed. Envelopes containing bids must be sealed. The City of North Richland Hills will not accept any bid documents other than the attached. 2. WITHDRAWING BIDS/PROPOSALS/QUOTES Bids may be withdrawn at any time prior to the official opening; request for non- consideration of bids must be made in writing to the Purchasing Manager and received prior to the time set for opening bids. The bidder warrants and guarantees that his/her bid has been carefully reviewed and checked and that it is in all things hue and accurate and free of mistakes. Bidder agrees that a bid price may not be withdrawn or canceled by the bidder for a period of ninety (90) days following the date designated for the receipt of bids. 3. IRREGULAR BIDS/PROPOSALS/QUOTES Bids will be considered irregular if they show any omissions, alterations of form, additions,or conditions not called for,unauthorized alternate bids,or irregularities of any kind. However, the City of North Richland Hills reserves the right to waive any irregularities and to make the award in the best interest of the City. 4. REJECTiON/DISQUALIFICATION Bidders will be disqualified and/or their bids rejected, among other reasons, for any of the specific reasons listed below: a) Bid received after the time set for receiving bids as stated in the advertisement; b) Reason for believing collusion exists among the Bidders; c) Bid containing unbalanced value of any item; bid offering used or reconditioned equipment; d) Where the bidder, sub-contractor or supplier is in litigation with the City II - 11 General Conditions of North Richland Hills or where such litigation is contemplated or imminent; e) Uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work, or having defaulted on a previous contract; f) Lack of competency as revealed by reference checks, financial statement, experience and equipment, questionnaires, or qualification statement; g) Bid containing special conditions, clauses, alterations, items not called for or irregularities of any kind, which in the Owner's opinion may disqualify the Bidder. However, the City of North Richland Hills reserves the right to waive any irregularities and to make the award in the best interest of the City of North Richland Hills. 5. BID EVALUATION Award of bid, if it be awarded,will be made to the lowest responsible bidder or may be awarded to the bidder that offers the goods and/or services at the best value for the City (Texas Local Government Code, 252.043). In determining the best value the City will consider the following: a) The purchase price; terms and discounts; delivery schedule; b) The reputation of the bidder and of the bidder's goods or services; c) The quality of the bidders' goods or services; d) The extent to which the bidder's goods or services meet the City specifications and needs; e) The bidder's past relationship with the City; f) Total long tern cost to the city to acquire the bidder's goods or services; g) Any relevant criteria specifically listed in the specifications; h) Compliance with all State and local laws, general conditions and Specifications; i) Results of testing, if required; j) Warranty and/or guarantee, maintenance requirements and performance data of the product requested; k) City's evaluation of the bidder's ability to perform to specifications. 6. AWARD OF BID The bid award will be made within sixty (60) days after the opening of bids. No award will be made until after investigations are made as to the responsibilities of the best bidder. The City of North Richland Hills reserves the right to award bids whole or in part when deemed to be in the best interest of the City. Bidder shall state on bid form if their bid is "all or none", otherwise it shall be considered as agreeing to this section. Information contained in submitted bid documents shall not be available for II - 12 General Conditions inspection until after the award has been made by the City Council. Requests for this information must be submitted in writing. 7. ASSIGNMENT The successful bidder may not assign his/her rights and duties under an award without the written consent of the North Richland Hills City Manager. Such consent shall not relieve the assignor of liability in the event of default by his assignee. 8. SUBSTITUTIONS/EXCEPTIONS Exceptions/variations from the specifications may be acceptable provided such variations,in each instance,is noted and fully explained in writing and submitted with bid. NO substitutions or changes in the specifications shall be permitted after award of bid without prior written approval by the Purchasing Manager. 9. DELIVERY/ ACCEPTANCE The delivery date is an important factor of this bid and shall be considered during the evaluation process. The City considers delivery time the period elapsing from the time the order is placed until the City receives the order at the specified delivery location. All material shall be delivered F.O.B. City of North Richland Hills to the address specified at the time of order. Acceptance by the City of North Richland Hills of any delivery shall not relieve the Contractor of any guarantee or warranty, expressed or implied, nor shall it be considered an acceptance of material not in accordance with the specifications thereby waiving the City of North Richland Hills right to request replacement of defective material or material not meeting specifications. 10. NOTICE OF DELAYS Whenever the contractor encounters any difficulty which is delaying or threatens to delay timely performance,written notice shall immediately be given to the Purchasing Manager, stating all relevant information. Such notice shall not in any way be construed as a waiver by the City of any rights or remedies to which it is entitled by law. Delays in performance and/or completion may result in cancellation of agreement. 11. SALES TAX The City of North Richland Hills is exempt from Federal Excise and State sales tax; therefore tax must not be added to bid. 12. TIE BIDS In the event of a tie bid, State Law provides the bid or contract shall be awarded to the local bidder. In cases where a local bidder is not involved,tie bids shall be awarded by drawing lots at the City Council meeting, or as otherwise directed by the Mayor. 13. BRAND NAME OR EQUAL If items are identified by a"brand name"description,such identification is intended to be descriptive, not restrictive, and is to indicate the quality and characteristics of II - 13 General Conditions products that will be satisfactory. As used in this clause, the term "brand name" includes identification of products by make and model. Such products must be clearly identified in the bid as an equal product and published specifications of the equal products offered must be included with the bid reply. Bids offering equal products will be considered for award if determined by the Purchasing Manager and the user department to be equal in all material respects to the brand name products referenced. The decision of acceptable"equal'items or variations in the specifications will solely be the City of North Richland Hills,unless the bidder clearly indicates in his/her bid that he is offering an "equal' product, his bid shall be considered as offering the brand name product referenced in the invitation for bids. 14. REFERENCES A minimum of three (3)references, preferably located within the Dallas/Fort Worth Metroplex, must be submitted with each bid. Company name, contact and phone number must be included with each reference. 15. PROHIBITION AGAINST PERSONAL FINANCIAL INTEREST IN CONTRACTS No employee of the City of North Richland Hills shall have a direct or indirect financial interest in any proposed or existing contract,purchase,work, sale or service to or by the City(CMA-074, Standards of Conduct, Section IV). 16. DISCLOSURE OF INTEREST Pursuant to Chapter 176 of the Texas Local Government Code, a person, or agent of a person, who contracts or seeks to contract for the sale or purchase of property, goods, or services with the City of North Richland Hills must file a completed conflict of interest questionnaire which is available online at www.ethics.state.tx.us. The conflict of interest questionnaire must be filed with the City Secretary of the City of North Richland Hills no later than the seventh business day after the person or agent begins contract discussions or negotiations with the City of North Richland Hills or submits to the City of North Richland Hills an application, response to a request for proposal or bid, correspondence, or another writing related to a potential agreement with the City of North Richland Hills. An updated conflict of interest questionnaire must be filed in accordance with Chapter 176 of the Local Government Code. An offense under Chapter 176 is a Class C misdemeanor. 17. TERMINATION/NON PERFORMANCE Continuing non-performance of the vendor in terms of Specifications shall be a basis for the termination of the contract by the City. The City of North Richland Hills reserves the right to enforce the performance of this contract in any manner prescribed by law or deemed to be in the best interest of the City in the event of breach or default of this contract. The City reserves the right to terminate the contract immediately in the event the successful bidder fails to 1.) Meet delivery schedules or, 2.) Otherwise not II - 14 General Conditions perform in accordance with these specifications. Breach of contract or default authorizes the City to award to another bidder, and/or purchase elsewhere and charge the full increase in cost and handling to the defaulting successful bidder. The contract may be terminated by either party upon written thirty (30) days notice prior to cancellation without cause. 18. ATTORNEYS FEES Neither party to this contract shall be entitled to attorney fees for any matter arising under this contract, whether for additional work, breach of contract, or other claim for goods, services, or compensation. All claims for attorney's fees are hereby WAIVED. 19. INDEMNITY City shall not be liable or responsible for, and shall be saved and held harmless by Contractor from and against any and all suits,actions,losses,damages,claims,or liability of any character,type,or description,including claims for copyright and patent infringement, and including all expenses of litigation, court costs, and attorney's fees for injury or death to any person, or injury to any property, received or sustained by any person or persons or property, arising out of, or occasioned by, directly or indirectly, the performance of Contractor under this agreement, including claims and damages arising in part from the negligence of City, without; however, waiving any governmental immunity available to the CITY under Texas law and without waiving any defenses of the parties under Texas law. The provisions of this indemnification are solely for the benefit of the parties hereto and not intended to create or grant any rights, contractual or otherwise, to any other person or entity. It is the expressed intent of the parties to this Agreement that the indemnity provided for in this section is an indemnity extended by Contractor to indemnify and protect City from the consequences of City's own negligence, provided, however,that the indemnity provided for in this section shall apply only when the negligent act of City is a contributory cause of the resultant injury, death, or damage, and shall have no application when the negligent act of City is the sole cause of the resultant injury, death, or damage, unmixed with the legal fault of another person or entity.Contractor further agrees to defend,at its own expense, and on behalf of City and in the name of City, any claim or litigation brought in connection with any such injury, death, or damage. The Contractor will secure and maintain Contractual Liability insurance to cover this indemnification agreement that will be primary and noncontributory as to any insurance maintained by the City for its own benefit,including self-insurance. 20. PERFORMANCE AND PAYMENT BONDS II - 15 General Conditions In the event the total contract amount exceeds $100,000, the Contractor shall be required to execute a performance bond in the amount of one hundred(100)percent of the total contract price; if the total contract amount exceeds $50,000 the contractor shall be required to execute a payment bond in the amount of one hundred (100) percent of the total contact price,each in standard forms for this purpose,guaranteeing faithful performance of work and guaranteeing payment to all persons supply labor and materials or furnishing any equipment in the execution of the contract. It is agreed that this contract shall not be in effect until such performance and payment bonds are fiimished and approved by the City of North Richland Hills. No exceptions to this provision allowed. Unless otherwise approved in writing by the City of North Richland Hills, the surety company underwriting the bonds shall be acceptable according to the latest list of companies holding certificates of authority from the Secretary of the Treasury of the United States. Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and current copy of their power of attorney. 21. iNTERLOCAL AGREEMENT Successful bidder agrees to extend prices and terms to all entities who have entered into or will enter into joint purchasing interlocal cooperation agreements with the City of North Richland Hills. 22. ELECTRONIC PROCUREMENT The City of North Richland Hills has adopted policies and procedures complying with Local Government Code Section 252.0415, Section 271.906 and Section 2155.062, The City of North Richland Hills may receive submittals in electronic form in response to procurement requests. However, a bid that is submitted non-electronically by the due date and time will be accepted and then entered electronically by Purchasing after the bid opening. 23. DEPARTMENT OF TRANSPORTATION (TXDOT) RELATED BIDS "The City of North Richland Hills, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award." Due care and diligence has been used in preparation of this information,and it is believed to be substantially correct. However, the responsibility for determining the full extent of the exposure and the verification of all information presented herein shall rest solely with the bidder. The City of Not Richland Hills and its representatives will not be responsible for any errors or omissions in these specifications,nor for the failure on the part of the proposer to determine the full extent of the exposures. II - 16 General Conditions INSURANCE REQUIREMEN"I'S Contractors performing work on City property or public right-of-way for the City of North Richland Hills shall provide the City a certificate of insurance evidencing the coverages and coverage provisions identified herein. Contractors shall provide the City evidence that all subcontractors performing work on the project have the same types and amounts of coverages as required herein or that the subcontractors are included under the contractor's policy. The City, at its own discretion, may require a certified copy of the policy. All insurance companies and coverages must be authorized by the Texas Department of Insurance to transact business in the State of Texas and must be acceptable to the City of North Richland Hills. Listed below are the types and amounts of insurance required. The City reserves the right to amend or require additional types and amounts of coverages or provisions depending on the nature of the work Type of Insurance Amount of Insurance Provision 1. Commercial General Liability $1,000,000 each occurrence, City to be listed as additional to include coverage for: $1,000,000 general aggregate; insured and provided 30 day-notice a) Premises/Operations of cancellation or material change in b) Products/Completed Or coverage Operations c) Independent Contractors $1,000,000 combined single limits City prefers that insurer be rated d) Personal Injury B+V 1 or higher by A.M. Best or A e) Contractual Liability or higher by Standard&Poors t) Personal/Advertising Injury g) Medial Expense h) Fire Legal Liability i) Underground Hazard j) Explosion/Collapse Hazard k) Patent Infringement 1) Copyright Law Violations 2. Consultants,architects,engineers, $500,000 Professional Liability Landscape design specialist,other with proof that aggregate is still professional services available. 3. Workers' Compensation& Statutory Limits Alternate employer endorsement Employers' Liability $500,000 each accident required 4. Comprehensive Automobile $500,000 Combined single limit Liability Insurance,including for bodily injury and property coverage for loading and unloading damage hazards,for a) Owned/Leased Vehicles b) Non-Owned Vehicles c) Hired Vehicles A PURCHASE ORDER WILL NOT BE ISSUED WITHOUT EVIDENCE OF INSURANCE. II - 17 Insurance Requirements Bond No. PERFORMANCE BOND STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF § THAT a corporation organized and existing under the laws of the State of , and fully authorized to transact business in the State of Texas, whose address is of the City of County of and State of (hereinafter referred to as "Principal"), and (hereinafter referred to as "Surety"), a corporation organized under the laws of the State of and authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF NORTH RICHLAND HILLS (hereinafter referred to as "Owner") in the penal sum of Dollars ($ ) [not less than 100% of the approximate total amount of the contract as evidenced in the bid proposal] in lawful money of the United States, for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns,jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written Contract with the Owner, dated the day of 20_, to which said Contract is hereby referred to and made a part hereof and as fully and to the same extent as if copied at length herein for the construction of: BOULEVARD 26 UTILITY BURIAL PROJECT II - 18 Performance Bond NOW, THEREFORE, the condition of this obligation is such, that if the said Principal fully and faithfully executes the work and performance of the Contract in accordance with the plans, specifications and Contract Documents, including any extensions thereof which may be granted with our without notice to Surety, during the original term thereof, and during the life of any guaranty required under the Contract, and according to the true intent and meaning of said Contract and the plans and specifications hereto annexed, if the Principal shall repair and/or replace all defects due to faulty materials or workmanship that appearwithin a period of two years from the date of final completion and final acceptance of the work by owner; and if the Principal shall fully indemnify and save harmless the Owner from all costs and damages which Owner may suffer by reason of failure to so perform herein and shall fully reimburse and repay Owner all outlay and expense which the Owner may incur in making good any default or deficiency, then this obligation shall be void; otherwise, to remain in full force and effect; and in case said contractor shall fail to do so, it is agreed that the Owner may do said work and supply such materials and charge the same against said contractor and Surety on this obligation. Provided further, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas. PROVIDED, HOWEVER, that this Bond is executed pursuant to the provisions of Texas Government Code, Chapter 2253, as amended, and Chapter 3503 of the Insurance Code, as amended, and all liabilities on this Bond shall be determined in accordance with the provisions of said articles to the same extent as if they were fully copied at length herein. Surety, for value received, stipulates and agrees that the Bond shall automatically be increased by the amount of any Change Order or supplemental agreement with increases the Contract price with or without notice to the Surety, but in no event shall a Change Order or supplemental agreement which reduces the Contract price decrease the penal sum of this Bond. And further that no change, extension of time, alteration, or addition to the terms of the Contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time alteration, or addition to the terms of the Contract or to the work to be performed thereunder. Surety agrees that this Bond provides for the repairs and/or replacement of all defects due to faulty materials and workmanship that appear within a period of two (2) years from the date of completion and acceptance of the improvement by the Owner. The undersigned and designated agent is hereby designated by Surety herein as the agent resident to whom any requisite notice may be delivered and on whom service of process may be had in matters arising out of such suretyship. II - 19 Performance Bond IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument on this the _ day of , 20_. (Company Name of Principal) (Company Name of Surety) (Signature) (Signature) (Printed Name) (Printed Name) (Title) (Title) (Address Line 1) (Address Line 1) (Address Line 2) (Address Line 2) (City, State and Zip Code) (City, State and Zip Code) (Witness) (Witness) The name and address of the Resident Agent of Surety is: (Name) (Address Line 1) (Address Line 2) (City, State and Zip Code) (Telephone Number) (Fax Number) II - 20 Performance Bond Bond No. PAYMENT BOND STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF § THAT a corporation organized and existing under the laws of the State of , and fully authorized to transact business in the State of Texas, whose address is of the City of County of and State of (hereinafter referred to as "Principal"), and (hereinafter referred to as "Surety"), a corporation organized under the laws of the State of and authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF NORTH RICHLAND HILLS (hereinafter referred to as "owner") and unto all persons, firms and corporations who may furnish materials for or perform labor upon the buildings, structures or improvements referred to in the attached Contract, in the penal sum of Dollars ($ ) [not less than 100% of the approximate total amount of the Contract as evidenced in the bid proposal] in lawful money of the United States, for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written Contract with the Owner, dated the day of , 20_, to which said Contract is hereby referred to and made a part hereof and as fully and to the same extent as if copied at length herein for the construction of: II - 21 Payment Bond BOULEVARD 26 UTILITY BURIAL PROJECT NOW, THEREFORE, the condition of this obligation is such, that the Bond guarantees the full and proper protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract and for the use of each claimant, and that conversely should the Principal faithfully perform said Contract and in all respects duly and faithfully observe and perform all and singular the covenants, conditions, and agreements in and by said Contract, agreed to by the Principal, and according to the true intent and meaning of said Contract and the claims and specifications hereto annexed, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to Surety being hereby waived, then this obligation shall be void; otherwise, to remain in full force and effect. Provided further, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas. PROVIDED, HOWEVER, that this Bond is executed pursuant to the provisions of Texas Government Code, Chapter 2253, as amended, and Chapter 3503 of the Insurance Code, as amended, and all liabilities on this Bond shall be determined in accordance with the provisions of said articles to the same extent as if they were fully copied at length herein. Surety, for value received, stipulates and agrees that the Bond shall automatically be increased by the amount of any Change Order or supplemental agreement with increases the Contract price with or without notice to the Surety and that no change, extension of time, alteration, or addition to the terms of the Contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work to be performed thereunder. The undersigned and designated agent is hereby designated by Surety herein as the agent resident to whom any requisite notice may be delivered and on whom service of process may be had in matters arising out of such suretyship. II - 22 Payment Bond IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument on this the _ day of 20_. (Company Name of Principal) (Company Name of Surety) (Signature) (Signature) (Printed Name) (Printed Name) (Title) (Title) (Address Line 1) (Address Line 1) (Address Line 2) (Address Line 2) (City, State and Zip Code) (City, State and Zip Code) (Witness) (Witness) The name and address of the Resident Agent of Surety is: (Name) (Address Line 1) (Address Line 2) (City, State and Zip Code) (Telephone Number) (Fax Number) II - 23 Payment Bond Bond No. MAINTENANCE BOND STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF § THAT a corporation organized and existing under the laws of the State of , and fully authorized to transact business in the State of Texas, whose address is of the City of County of and State of (hereinafter referred to as "Principal'), and (hereinafter referred to as "Surety"), a corporation organized under the laws of the State of and authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF NORTH RICHLAND HILLS (hereinafter referred to as "Owner") in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written Contract with the Owner, dated the day of , 20_, to which said Contract is hereby referred to and made a part hereof and as fully and to the same extent as if copied at length herein for the construction of: BOULEVARD 26 UTILITY BURIAL PROJECT II - 24 Maintenance Bond The maintenance under this Bond contemplates the complete restoration of the work to a functional use if that should be necessary. It is the intended purpose of this bond to require the correction of all defective conditions resulting from materials furnished or work and labor performed by the Contractor under the Contract; and in case the Contractor or Surety shall fail or refuse to commence and actively pursue such corrections within ten (10)days after written notification has been furnished to them by the Owner, it is agreed that the Owner may do the work and supply such materials and the Contractor and Surety shall be liable for the payment of all costs thereby incurred, jointly and severally. It is further understood and agreed that the obligation under this bond shall be a continuing one against the Contractor and Surety, and that successive recoveries may be had hereon for successive breaches until the full amount shall have been exhausted. It is further understood that the obligation to maintain the work shall continue throughout the maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during that time. NOW, THEREFORE, the condition of this obligation is such, that the Bond guarantees the full and proper maintenance and repair of the work herein contracted to be done and performed for a period of two (2) years from the date of acceptance and Principal will do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and do and perform all necessary work and repair any defective condition growing out of or arising from the improper laying or construction of same, or on account of any breaking of same caused by said Contractor in construction of same, or account of any defect arising in any of said work laid or constructed by said Contractor or on account of improper excavation or backfilling, it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by said Contractor, then this obligation shall be void; otherwise, to remain in full force and effect; and in case said Contractor shall fail to do so, it is agreed that the Owner may do said work and supply such materials and charge the same against said Contractor and Surety on this obligation. Provided further, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas. The Owner shall be entitled to its reasonable attorneys' fees and costs in any legal proceeding to enforce the Owner's rights under this bond. II - 25 Maintenance Bond PROVIDED, HOWEVER, that said Surety, for value received, stipulates and agrees that the Bond shall automatically be increased by the amount of any Change Order or supplemental agreement with increases the Contract price with or without notice to the Surety and that no change, extension of time, alteration, or addition to the terms of the Contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work to be performed thereunder. The undersigned and designated agent is hereby designated by Surety herein as the agent resident to whom any requisite notice may be delivered and on whom service of process may be had in matters arising out of such suretyship. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument on this the _ day of 20_ (Company Name of Principal) (Company Name of Surety) (Signature) (Signature) (Printed Name) (Printed Name) (Title) (Title) (Address Line 1) (Address Line 1) (Address Line 2) (Address Line 2) (City, State and Zip Code) (City, State and Zip Code) (Witness) (Witness) II - 26 Maintenance Bond The name and address of the Resident Agent of Surety is: (Name) (Address Line 1) (Address Line 2) (City, State and Zip Code) (Telephone Number) (Fax Number) NOTE: Date of Maintenance Bond must not be prior to date of Contract. Power of Attorney must be attached. Amount and Term of Maintenance Bond shall be as stated in the "Special Conditions". II - 27 Maintenance Bond NON COLLUSION AFFIDAVITOF BIDDER State of County of verifies that: (Name) (1) He/She is owner, partner, officer, representative, or agent of , has submitted the attached bid: (Company Name) (2) He/She is fully informed in respect to the preparation, contents and circumstances in regard to attached bid; (3) Neither said bidder nor any of its officers,partners, agents or employees has in any way colluded, conspired or agreed, directly or indirectly with any other bidder, firm or person to submit a collusive or sham bid in connection with attached bid and the price or prices quoted herein are fair and proper. SIGNATURE PRINTED NAME Subscribed and sworn to before me this Day of 2015. NOTARY PUBLIC in and for County, Texas. My commission expires: THIS FORM MUST BE COMPLETED, NOTARIZED AND SUBMITTED WITH BID II - 28 Non-Collusion Affadavit of Bidder BID CERTIFICATION The Undersigned,in submitting this bid, represents and certifies: a. He/she is fully informed regarding the preparation, contents and circumstances of the attached bid; b. He/she proposes to furnish all equipment/service at the prices quoted herein and bid is in strict accordance with the conditions and specifications stated herein; c. There will be at no time a misunderstanding as to the intent of the specifications or conditions to be overcome or pleaded after the bids are opened; d. He/she is an equal opportunity employer, and will not discriminate with regard to race, color, national origin, age or sex in the performance of this contract. e. The undersigned hereby certifies that he/she has read, understands and agrees that acceptance by the City of North Richland Hills of the bidder's offer by issuance of a purchase order will create a binding contract. Further, he/she agrees to fully comply with documentary forms herewith made a part of this specific procurement. COMPANY: ADDRESS: CITY, STATE &ZIP: TELEPHONE: FAX EMAIL: SIGNATURE: PRINTED NAME: DATE: II - 29 Bid Certification COMPLIANCE WITH HOUSE BILL 129S In 2015, the Texas Legislature adopted House Fill 1295, which added section 2252.908 of the Government Code. The law states that a governmental entity may not enter into certain contracts with a business entity unless the business entity submits a disclosure of interested parties to the governmental entity at the time the business entity submits the signed contract to the governmental entity. The law applies only to a contract of a governmental entity that either (1) requires an action or vote by the governing body of the entity or agency before the contract may be signed or (2)has a value of at least$l million. The disclosure requirement applies to a contract entered into on or after January 1, 2016. The Texas Ethics Commission has adopted rules necessary to implement the law, prescribed the disclosure of interested parties form, and posted a copy of the form on the commission's website. Filing Process: The commission has made available on its website a new filing application that must be used to file Form 1295. A business entity must: 1) use the application to enter the required information on Form 1295, 2) print a copy of the completed form, which will include a certification of filing that will contain a unique certification number. 3) sign the printed copy of the form (an authorized agent of the business entity must sign), 4) have the form notarized, 5) file the completed Form 1295 with the certification of filing with the governmental body with which the business entity is entering into the contract. The governmental entity must notify the commission, using the commission's filing application, of the receipt of the filed Form 1295 with the certification of filing not later than the 30th day after the date the contract binds all parties to the contract. The commission will post the completed Form 1295 to its website within seven business days after receiving notice from the governmental entity. Information regarding how to use the filing application may be found at https://www.ethics.state.tx.us/whatsnew/elf info form12951t n. II - 30 Compliance with House Bill 1295 CONTRACTOR'S RELEASE TO CITY TO: CITY OF NORTH RICHLAND HILLS RE: BOULEVARD 26 UTILITY BURIAL PROJECT This is to certify that by acceptance (NAME OF CONTRACTOR) of this final payment, hereby releases the OWNER, the City of North Richland Hills, from all claims and all liabilities of the City of North Richland Hills for all things done or furnished in connection with work on this project and further releases the City of North Richland Hills from any and all liabilities arising from any act of the OWNER or his/her agent arising in connection with this project. This release in no way operates to release the CONTRACTOR or his/her Suretyfrom any obligations under this contract or the bond tendered pursuant thereto. (NAME OF CORPORATION) (AUTHORIZED AGENT) CORPORATION ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority in and for Tarrant County, Texas, on this day personally appeared known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he/she is the of the said , a corporation, and that he/she is authorized by said corporation to execute the foregoing instrument as the act of such corporation for the purposes and consideration therein expressed, and in the capacity therein stated. II - 31 Project Close-Out Documents CONTRACTOR'S RELEASE TO CITY (Continued) GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 120 (Notary Public in and for the State of Texas) (Type or Print Notary's Name) My Commission Expires: II - 32 Project Close-Out Documents CONTRACTOR'S AFFIDAVIT OF FINAL PAYMENT STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared , (hereinafter referred to as"Affidant"), who, (NAME) after being by me duly sworn, deposes and says that he/she is the (TITLE) of (a (NAME OF COMPANY) corporation, partnership, trade name) of County, State of (X"OUT THE INCORRECT) Texas (hereinafter referred to as "Contractor"), which said Contractor was awarded the contract dated the day of , 20_, for the construction of the BOULEVARD 26 UTILITY BURIAL PROJECT (hereinafter referred to as the "Work"), for a total consideration of and Dollars ( $ )to be paid to the said Contractor(the "Contract"), and that Affidant has full power of authority to make this affidavit. That THE CITY OF NORTH RICHLAND HILLS , (hereinafter referred to as "Owner"), has approved the final estimate on said Work, and that the said Contractor has fully satisfied and paid any and all claims that may be covered by Texas Government Code, Chapter 2253, as amended, or any other applicable statutes or charter provisions, and that all just bills for labor and materials have been paid and discharged by said Contractor insofar as they pertain to the Work in question. II - 33 Project Close-Out Documents That in addition to any funds which may have been previously paid by the Owner, the Contractor hereby accepts the amount of and Dollars ( $ ) as FULL AND FINAL PAYMENT under the aforementioned Contract, and hereby waives and releases any right Affidant and/or the Contractor may have to pursue claims of any nature against the Owner arising out of or in any manner connected with the performance of the Work and/or the Contract, including but not limited to claims of third parties that supplied material and/or labor for the Work for or through the Contractor (hereinafter referred to as "Subcontractors"), as well as claims for delay, additional compensation or for recovery of liquidated damages which may have been withheld by the Owner. The Contractor shall defend, hold harmless and indemnify the Owner from any such claims of such Subcontractors. The Contractor further releases the Owner from any claim or liability arising from any act or neglect of the Owner related to or connected with the Contract. This affidavit is given pursuant to the final payment provisions of the Contract, and shall not be deemed to alter or modify the terms and provisions of said Contract. This affidavit is made in compliance with the law and in compliance especially with Chapter 2253 of the Texas Government Code, as amended, and that the undersigned, upon his/her oath, states that the facts indicated in the above instrument of writing are true and correct and that he/she is not incapacitated an any way from making this affidavit. WITNESS my hand this the day of , 20_. (Affidant) (Printed Name) SUBSCRIBED AND SWORN TO BEFORE ME, this the _ day of , 20 (Notary Public in and for the State of Texas) (Type or Print Notary's Name) My Commission Expires: II - 34 Project Close-Out Documents SECTION III TECHNICAL SPECIFICATIONS SECTION 1 SUBMITTALS 1.1.00 GENERAL 1.1.01 DESCRIPTION This section covers the requirements for submittal data for equipment and material items to be furnished on this project. 1.2.00 MATERIAL 1.2.01 GENERAL EXECUTION The CONTRACTOR shall submit to the Engineer, with such promptness as to cause no delay in his/her own work or in that of any other CONTRACTOR, five (5) copies of all shop drawings, manufacturer's catalog sheets, brochures, performance charts, diagrams, schedules and other standard descriptive data required for the work. The Engineer shall review these submittals with reasonable promptness, making any necessary corrections. If the submittals indicate variances from the requirements of the contract, the CONTRACTOR shall make specific mention of such variation in his/her letter of transmittal in order that, if acceptable, suitable action may be taken for proper adjustment. Otherwise, the CONTRACTOR shall not be relieved of the responsibility of executing the work in compliance with the contract even though the submittals have been reviewed. 1.2.02 FORM OF SUBMITTALS The submittals shall be numbered consecutively and shall present the following data as applicable: A. Name of project B. Date of submittal C. References to applicable section(s) of the specifications D. Applicable standards E. Identification of revisions on re-submittals F. Kinds of materials and finishes G. All working and erection dimensions and clearances H. All arrangement and section views I. Connections between functional parts The Engineer may decline to consider any submittal that does not contain complete data on the work and full information on related matters. III - 1 Technical Specifications 1.2.03 SUBMITTAL PROCEDURE The procedure for review of submittals shall be as follows: A. The CONTRACTOR shall submit five (5) copies of the submittal to the Engineer for his/her approval. The submittal shall be accompanied by a letter of transmittal containing the following: 1. Name of the project 2. Name of the CONTRACTOR 3. Name of the submittal 4. References to applicable section(s) of the specifications 5. Other pertinent information as indicated in Section 7.2.02: "Form of Submittals" B. When the submittal is satisfactory to the Engineer, all five (5) copies will be stamped and/or marked "Approved" or "Approved as Noted", be dated, receive the signature of the Engineer and two (2) copies will be returned to the CONTRACTOR by separate letter. C. Should a submittal be unsatisfactory to the Engineer, he/she will stamp and/or mark thereon 'Revise and Resubmit' or 'Rejected" and will send two (2) copies to the CONTRACTOR with necessary corrections and changes indicated. The CONTRACTOR must make such corrections and/or changes and submit at least five (5) copies of the re-submittal for approval to the Engineer. The CONTRACTOR shall review and resubmit as required by the Engineer until his/her approval is obtained. D. The CONTRACTOR shall allow sufficient time for preliminary review, corrections, resubmission and final review of all submittals. The CONTRACTOR shall allow not less than fourteen (14) days for each review. Submittals critical to the progress of the project, when requested in writing by the CONTRACTOR, will be given priority review. 1.2.04 LIST OF REQUIRED SUBMITTALS A. List of all subcontractors B. Project Construction Schedule C. Pipe manufacturer certification that the pipe and fittings meet the minimum specified physical properties, and has sufficient ultraviolet stability for a minimum two (2) year storage life. III - 2 Technical Specifications D. Documentation that the pipe manufacturer is listed with the Plastic Pipe Institute as meeting the recipe and mixing requirements of the resin manufacturer for the resin used to manufacture the pipe for this Project. E. Precast concrete manufacturer shop drawings that indicate that the materials and dimensions of the various precast hand holes, manholes, vaults, equipment pads, etc. correspond to the Contract Documents. F. Proposed Concrete Mix Design, including the documentation of all proposed concrete admixtures. G. Construction signing and traffic control plan. H. Trench Safety Plan. I. Erosion and Sediment Control Plan / SWPPP. 1.3.00 CONSTRUCTION N/A 1.4.00 MEASUREMENT AND PAYMENT There will be neither a measurement nor a payment made for this item. If there is a cost associated with this item, it shall be included in the unit bid prices of other contract items. III - 3 Technical Specifications APPENDIX A - UTILITY OWNER SPECIFICATIONS III - 4 Technical Specifications N5CR Specifications for Electrical Underground Distribution Systems from Padmounted Transformation , Secondary Service Accounts Specification DDS-4 UG Revision 11 , March 2010 ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS FROM PADINIOUNTED TRANSFORMATION, SECONDARY SERVICE ACCOUNTS SPECIFICATION NUMBER DDS-4 UG TABLE OF CONTENTS SECTION 1- SCOPE Page 1 SECTION 2- REFERENCES Pagel SECTION 3- DEFINITIONS Page 1 SECTION 4- GENERAL Page 1 SECTION 5- COMPANY RESPONSIBILITY Page 2 SECTION 6- CONTRACTOR RESPONSIBILITY Page 3 SECTION 7- ACCEPTANCE Page 6 ATTACHMENTS: DDS-4 UG Detail Sheets 1- 57 Copyright 2Ol O Oncor Electric Dclivay Company. All rights rescrvcd. ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS FROM PADMOUNTED TRANSFORMATION, SECONDARY SERVICE ACCOUNTS SPECIFICATION NUMBER DDS-4 UG 1. SCOPE This document represents the minimum requirements and specifications for the installation of the electrical underground distribution systems fed from padmounted transformation, serving Secondary Service Accounts, to be transferred to Oncor Electric Delivery Company ownership. 2. REFERENCES This specification shall be used in conj unction with the latest edition of the following publications. 2.1 The Electric Service Guidelines, Oncor Electric Delivery Company. 3. DEFINITIONS 3.1 Company: Oncor Electric Delivery Company and its designated representatives. 3.2 Contractor: Individual or firm installing electric underground service to Secondary Service Accounts. 3.3 Authority Having Jurisdiction: Generally an incorporated City or Town, but may be an agency of the County, State or Federal Government. 3.4 Point of Delivery: The point where Company's conductors are connected to premise's conductors, typically at the padmounted transformer secondary terminals or the padmounted connection enclosure. 4. GENERAL 4.1 The latest edition of all applicable building and safety codes shall be followed in the installation of the electrical underground distribution system. Included,but not limited to, are the: 1 Copyright 2Ol O Oncor Etcctric Dclivay Company. Alt rights rescrvcd. 4. GENERAL (continued) 4.1.1 Local City Building and Fire Codes or any other applicable Codes for a particular project location 4.1.2 National Electrical Safety Code (NESC) 4.1.3 U.S. Occupational Safety and Health Act of 1970 (OSHA) 4.1.4 The American Concrete Institute (ACI) 4.1.5 The American Society for Testing and Materials (ASTM) 4.2 Upon receipt of all necessary information from the Contractor, aproject sketch showing the route of the conduit line and other pertinent information will be furnished by the Company. 4.3 Prior to construction a meeting shall be held to discuss and coordinate constriction and inspection. 4.4 The Company will require a signed easement at no cost or a filed plat incorporating Company easement requirements prior to the Company installing any electrical facilities. 4.5 Joint use ditch will be determined by the Company on an individual basis. 4.6 No electrical facilities shall be connected by the Company until after the final inspection is made and approval by the Authority Having Jurisdiction, as required by code, has been received. 5. COMPANY RESPONSIBILITY- The following shall be performed by, and the responsibility of, the Company: 5.1 The Company inspector is to inspect all conduit installations prior to the placing of backfill. 5.2 The Company inspector is responsible for all field changes and coordinates changes with the local Engineering office. 5.3 The Company inspector is to inspect all equipment pad installations prior to the laying of concrete. 2 Copyright 2Ol O Oncor Electric Dclivay Company. All rights rescrvcd. 5. COMPANY RESPONSIBILITY (continued) 5.4 After approval of the installed conduit system by the Company inspector, and after the Contractor has signed all appropriate contracts, agreements, easements and has paid any required CIAC (contribution in aid of constriction), the Company shall install service lateral cables up to the line side of the point of delivery. 5.5 Upon notification of final electrical inspection from the Authority Having Jurisdiction, the Company is to make final electrical connections at the point of delivery. 6. CONTRACTOR RESPONSIBILITY- The following shall be performed by, and the responsibility of, the Contractor: 6.1 The Contactor is to provide the Company a Site Plan, a Dimension Control Plan, an Elevation Plan, a Grading Plan and loading information. 6.2 The Contactor is to coordinate with the Company inspector for inspection of work prior to backfilling. 6.3 The Contractor is to provide personnel and vehicular access to the facility at all times. 6.4 The Contactor is to be held responsible for the full direction and supervision of all work being performed by his employees, agents or contactors. The Contactor shall also be responsible for the area at all times prior to acceptance, particularly in the prevention of damage to the electrical distribution system by the activities of other trades and utilities. 6.5 All testing of concrete and backfill which is deemed necessary by the Company is to be performed by an independent testing laboratory at the Contractor's expense. 6.6 The Contactor is to replace at his expense any damaged equipment or work not in compliance with the requirements in these specifications, the project sketch, the DDS-4 UG Detail Sheets or as specified by the Company. 6.7 The Contractor is to furnish equipment and labor to lay out ditch, set grade, dig ditches,place conduit in ditch, set equipment pads and place electrical connection boxes. The line shall run in as straight alignment as practicable. All conduit and bends shall be Schedule 40 PVC or Schedule 80 PVC and shall be electrical grade. All PVC conduit and bends shall be gray in color. 6.8 The Contractor may be required to furnish a spare conduit in the same ditch with service conduit(s) and cap both ends at bends. 3 Copyright 2Ol O Oncor ELeemc Dclivay Company. All rights rescrvcd. 6. CONTRACTOR RESPONSIBILITY (continued) 6.9 The Contractor is to complete rough site grading, establish final grade at padmounted equipment locations and clear these locations of all obstructions. Any change in final grade which requires the lowering or raising of electrical conductors or associated equipment is at the expense of the Contractor. 6.10 Minimum vertical crossing clearance of electrical conduits from other utilities' conduits is twelve (12) inches. 6.11 A lateral separation of five (5) feet from electrical conduits to other utilities' conduits is required on private property. 6.12 No foreign pipes are permitted under the equipment pad area except gas, telephone and cable T.V. that are installed at the same time as the electrical facilities. Gas is allowed only if sleeved in polyethylene or Schedule 40 PVC. Telephone and cable T.V. are allowed only if installed in conduit. 6.13 Backfilling of conduit trenches under paved areas, around conduit bends and under transformer pad areas is to be compacted to 95% of the density of surrounding undisturbed soil as per ASTM D 698. Stabilization must be uniform to bottom of ditch. Alternative stabilization methods for backfilling around under transformer pad consist of two (2) sacks of cement mixed with earth backfill or the pouring of concrete backfill with transformer pad. An alternative method for backfilling around conduit bends consists of concrete backfill with bend. The method and location where used will be at the discretion of the Company. 6.14 Equipment pads are to be installed a minimum of three (3) inches above finished grade. No equipment pad shall be installed in a pit below the finished grade of the surrounding area. 6.15 Equipment pads are to have a clear area surrounding the pad installation for safety, operation and maintenance purposes. Refer to DDS-4 UG Detail Sheets 51, 52, 53 and 54 for layout and dimensions. 6.16 Piers and/or beams are required on all equipment pads unless waived by the Company inspector. if required, stabilization method(s) will be determined by the Company inspector. The depth shall extend to rock or a change in soil conditions sufficient to bear the load of pad and transformer to prevent settlement due to undercutting for conduit bend installation or washing due to drainage. 6.17 The Contactor has the option of installing manufactured transformer pads or poured in place pads. However, where terrain will not permit the installation of a manufactured equipment pad as determined by the Company, the Contractor is to install a poured in place equipment pad. For details, refer to the DDS-4 UG Detail Sheets. 4 Copyright 2Ol O Oncor HLeemc Dclivay Company. All rights rescrvcd. 6. CONTRACTOR RESPONSIBILITY (continued) 6.18 Concrete forms are to be tight and aligned so when forms are removed the finished surface shall require little, if any, corrective measures. Concrete work is to have an acceptable finish free of honeycombs, sharp or irregular surfaces. 6.19 Contractor is to pull a mandrel through each conduit to check and clear blockage and leave an approved pull tape in each conduit. Pull tape shall be furnished by the party providing conduit and shall be installed by Contractor. Mandrel shall be furnished by Contractor. Conduit shall be plugged at both ends. Reference DDS-4 UG Detail Sheet 7 for approved pull tapes. 6.20 Approved self-contained meter sockets or approved meter packs are to be provided and installed by the Contractor. Transocket meter bases and service enclosures (when required) are to be provided by the Company and installed by the Contractor. Reference the Electric Service Guidelines for approved self- contained meter sockets. Contact Company for approval of meter packs prior to letting bids and installing equipment. 6.21 For single occupant, C. T. metered Secondary Service accounts fed from padmounted transformation, the Contractor is to provide, install and maintain the underground raceway(s) and conductors to the secondary terminals of the transformer. The Contractor shall provide compression type connectors and the Company shall install these connectors on the Contractor's conductors and connect to the secondary terminals of the transformer. The meter will be located at or on the transformer secondary terminal enclosure. Reference the Electric Service Guidelines for approved compression type connectors. 6.22 In cases where the number of service conductors to a padmounted transformer is in excess of the physical connection capabilities of the secondary terminals, a padmounted connection enclosure separate from the transformer shall be used. The Contractor is to (1)provide, install and maintain the underground raceways and conductors to the load side of the connection enclosure, and (2) provide and install the underground raceways between the connection enclosure and the transformer pad. The service lateral conductors between the transformer secondary terminals and the source side of the connection enclosure shall be supplied, installed, connected and maintained by the Company. The Contractor shall provide compression type connectors and the Company shall install these connectors on the Contractor's conductors and connect to the load side of the connection enclosure. Reference the Electric Service Guidelines for approved compression type connectors. 5 Copyright 2010 Oncor Electric Dclrvcry Company. All dclrts reserved. 6. CONTRACTOR RESPONSIBILITY (continued) 6.23 If socket type metering fed from padmounted transformation is utilized, the Contractor is to mount the meter socket on the building(s) with the location approved by the Company and provide, install and maintain the underground raceway(s) and conductors to the transformer secondary terminals. The Contractor shall provide compression type connectors and the Company shall install these connectors on the Contractor's conductors and connect to the secondary terminals of the transformer. Reference the Electric Service Guidelines for approved compression type connectors. 6.24 For multiple occupancy Secondary Service accounts fed from padmounted transformation, the Contractor is to provide, install and maintain (1) the conductors and associated raceways from the service enclosure to the padmounted transformer and (2) the conductors and associated raceways from the service enclosure to the line side of the meters. The Contractor shall provide compression type connectors and the Company shall connect the Contractor's conductors to the secondary terminals of the transformer. Reference the Electric Service Guidelines for approved compression type connectors. 6.25 For multiple occupancy Secondary Service accounts utilizing meter packs fed from padmounted transformation, the Contractor is to provide, install and maintain the conductors and associated raceways from the meter pack enclosure to the padmounted transformer. The Contractor shall provide compression type connectors and the Company shall connect the Contractor's conductors to the secondary terminals of the transformer. Reference the Electric Service Guidelines for approved compression type connectors. 6.26 The Contractor is to secure inspection and approval of premise's facilities by the Authority Having Jurisdiction prior to the connection of electrical facilities. 6.27 Meter sockets to multi-metered locations shall be clearly and permanently marked by Contractor on the exterior and interior of the meter socket to indicate each location served. Engraved or stamped metal, weather resistant placards shall be used on the exterior of the meter socket and be permanently affixed. Permanent marker or other acceptable method shall be used to mark the location on the inside of the meter socket(at a location other than the cover) where it can be easily read. 7. ACCEPTANCE 7.1 The Company inspector shall meet with the Contractor and review the project prior to acceptance. Electrical facilities will be installed as approved by the Company inspector only after acceptance of the project. 6 Copyright 2010 Oucor Electric Delivery Company. All rights reservcd DIRECTION OF OVERHEAD CONDUCTOR(S) ? 1 — �ALTERNATE POSITION G Y 1 1 1 °s TOP VIEW a WIRE 10'OF CONDUIT IN PLACE WHEN REQUIRED�� EXTEND BEND WITH 10' OF SCH.80 PVC CONDUIT FOR ALIGNMENT OF BEND INSTALL NIPPLE WHEN REQUIRED TO EXTEND BEND MIN.6"ABOVE FINISHED GRADE FINISHED GRADE RISER POLE BY NOTE 4 COMPANY 30" MIN. LF ll II IIr �I��I��I�I ��I��III- I� 88111E 911E II'E 9 1 I11- E 9 111E 113113113E 1 1E 9 H II _1 all- PLAN I Imo' } VIEW NOTES 1. CONTACT COMPANY REPRESENTATIVE FOR (1)ROUTING OF CONDUIT UNE,(2)SIZE OF CODUIT,AND (3)INSTALLATIONS REQUIRING MORE THAN ONE RISER ON POLE. 2, LIMIT RACEWAY TO THREE 900 BENDS. IF MORE THAN THREE 900 BENDS ARE REQUIRED, CONTACT COMPANY REPRESENTATIVE. 3. DISTANCE BETWEEN 900 BENDS SHALL BE FIVE FEET MINIMUM. 4. REFERENCE DETAIL SHEET 12 FOR BEND RADIUS FOR ALL HORIZONTAL AND VERTICAL CONDUIT BENDS. TERMINATION OF NC 'R` P AM R IS PO EIT DDS-4 UG DETAIL SHEET 1 OF 57 03 — 10 4"MIN DOME TOP FOR 12"MIN SETTLING r FINISHED GRADE a 3" MIN.CONDUIT t 12" MIN. DIRECT BURIED 30" 30" MIN MIN TAMPED BACKFILL r 8 1 PRIMARY CONDUIT 2 PRIMARY CONDUITS 4"MIN 12"MIN DOME TOP FOR SETTLING FINISHED GRADE TAMPED ` 24•' BACKFILL . MIN 3" MIN.CONDUIT 30" 30'" 12" MIN.DIRECT BURIED MIN MIN 3" MIN.CONDUIT 12" MIN.DIRECT BURIED 1 PRIMARY CONDUIT AND 1 PRIMARY CONDUIT AND 1 SECONDARY CONDUIT 1 SECONDARY CONDUIT VERTICALLY ARRANGED HORIZONTALLY ARRANGED NOTES: 1. CONSULT COMPANY REPRESENTATIVE FOR CONDUIT SIZE. 2. SEE DETAIL SHEETS 7 AND 8 FOR NOTES AND INSTRUCTIONS. 3. SEPARATION DIMENSIONS APPLY TO COMPANY CONDUITS OR CABLES ONLY. MAINTAIN 12" SEPARATION BETWEEN COMPANY CONDUITS OR CABLES AND FOREIGN CONDUITS OR CABLES. NC p" TRENCH REQUIREMENTS DDS-4 UG DETAIL SHEET 2 OF 57 03 - 10 DOME TOP FOR NOTE 1 SETTLING FINISHED GRADE _ITIdTI-W-W=„W-WIllWWWW=IIaiaEEU�EIEEII EIIE=IIEI =III=III= 1 Hill -ITI=ITI- � FIIEIIIIIEIIEII =III=III- `EIIIIIEIEI ,e •,•p .'°• II=III= '” I�IIEI =III-II ..e• .n _w_w 24°MIN • o o '° e e n c UI LI $ TAMPED e e, vl-m- ° ° 48" MIN PLUS GAS PIPE AND BACKFILL '�YEII : 1.; u=W=IiuII 1EII ' 'e g COMMUNICATION CONDUIT NOTE 6 - EII e p OUTSIDE DIAMETERS GAS MAIN e. 'b Ci n, IIITi-IITII EII .e . .bp..• „„ NOTES 4 & 5 - EII °' ° .• '. p u'IYi'uTri k III ITI-ITIE� = EII e ° ° ' •e II=IIIdIIIIL COMMUNICATION CONDUIT ° ° ?e•.. ° = 12" MIN - I n' •'c. II iiL1ITi-_i i . •y Illieii I11=III= 12" MIN •.e•. .'.c .p. . . mM-M = EII ee .o e. ee. e mmm WI ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY CONDUITS.NOTES 2 & 3 NOTES: 1. 12" MIN.WITH MORE THAN ONE ELECTRICAL SUPPLY CONDUIT. 4" MIN.WITH ONE ELECTRICAL SUPPLY CONDUIT (IN SOLID ROCK PIPE DIAMETER DETERMINES MIN.WIDTH). 2. AMPACITIES ARE REDUCED FOR MULTIPLE CIRCUITS IN A TRENCH. 3. SEE DETAIL SHEETS 7 AND 8 FOR NOTES AND INSTRUCTIONS. 4. THE GAS LINE IN A JOINT TRENCH SHALL BE POLYETHYLENE. 5. WHEN A GAS LINE CROSSES UNDER AN ENCLOSURE SUCH AS A PEDESTAL,PADMOUNT TRANSFORMER OR SPUCE,PULL BOX,IT WILL BE SLEEVED IN A SECTION OF POLYETHYLENE OR SCHEDULE 40 PVC. THE SLEEVE WILL EXTEND A MINIMUM OF THREE FEET BEYOND THE EDGE OF THE ENCLOSURE ON EACH SIDE. MAINTAIN A 12"SEPARATION BETWEEN GAS LINE AND ELECTRICAL SUPPLY CONDUIT(S). S. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. TRENCH REQUIREMENTS NC 'R` JOINT ND COMMUNICATION S A DDS-4 UG DETAIL SHEET 3 OF 57 03 - 10 DOME TOP FOR SETTLING ° ° a GRADE FINISHED n a =—mmm'ueueueueuuieu� °° ° p° :°. ITe ITI—ITI=ITI=ITI=ITI=ITI=ITI=III��eliEliEUeuF =ululeu� .a . IIlli-lull-illlli-llli-1 IITi-IITi-IITi-III it= U - uuuulul '•° ,e u=[i=uw=[i=[i=Ili-�=r IT-IT—IT-IZ-IT - �ellllll=ITI=I_I . ,°' II=III=IIIIII-III-III • °• w-uuu-W-w G �� e. °.a p WWWWWWWII ,UFA. ° °. �'° .°. .6 WWWWWWI, aLW ° ° •e n .°: WWWwWU r 24" MIN °•• °°n : .°': e .e. WWWUI Z NOTE 1 -Z- = 38° MIN PLUS mMU • °°° mmm` TAMPED GAS PIPE OUTSIDE a°..° : IimZR BACKFILL DIAMETER ? :NOTE 3 S,'°; mm� NOTE 7 NOTE 4 ° ° ° •. n• .e MITI=IIII y ° COMMUNICATION SPACE 'y'III-'II h_mi' rll n ° .° e.n°..° mmmR •°. ° .°.• mmm- GAS MAIN- ° ; '°' m m-m ° °• Illllmlll SPACE -liEli" 12"MINITalal NOTE 2 . • 1 1 1 I=TTI I==I=TT II I fE Ell. =III=p IIIEEII e e III-III- IIEII• ° ' ° . 11 IM Hill 11 II° ' ° ° ° '°' li=llli- ° •e a °. . .4 iIIG WWII W-II w- ' w- L- - F 11iW, lIl �Y�=Ili=�l�'I_ ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY NOTE 5 NOTES: 1. MINIMUM 24"DEPTH TO TOP OF BOTH GAS PIPE AND COMMUNICATION FACILITIES.TELCO SHALL NOT BE PLACED ABOVE THE GAS PIPE. 2. MINIMUM 12"VERTICAL SEPARATION BETWEEN SURFACE OF GAS,COMMUNICATION FACILITIES AND ELECTRICAL CONDUITS. 3. MINIMUM 12" HORIZONTAL SEPARATION BETWEEN SURFACE OF COMMUNICATION FACILITIES AND GAS PIPE. 4, MINIMUM 36" DEPTH PLUS PIPE OUTSIDE DIAMETER TO TOP OF ELECTRICAL CONDUITS. 5. TRENCH MUST BE WIDE ENOUGH TO ENSURE 12"SEPARATION AT ALL POINTS BETWEEN THE GAS MAIN AND COMMUNICATION FACILITIES. I THE GAS PIPE SHALL ONLY BE PLACED AGAINST UNDISTURBED SOIL THAT IS FREE OF STONES AND WHERE THERE ARE NO HARD PARTICLES LARGER THAN ONE-HALF INCH. 7. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. JOINT USE TRENCH WITH NC 'R` AND GAS, COMMUNICATION DDS-4 UG DETAIL SHEET 4 OF 57 03 - 10 NOTE 1 DOME TOP FOR SETTLING - FINISHED GRADE =W-WJll -- - -_ _ — °• e ° W-W—W-W-W-W-W-W-W- _ - II-W-WW-W-W=T-TI=III=T- _ �WW_WWWWUI u-w-a1 1_I mm Ell m,..e a=lI-IIMId. ° a 11-u IIE -IM - 24MIN -EII III-III EII 111-1 I 1 ell a e 'e e e e e E-m- r _EIIEII � e .,e, •' b. ' 11IliIlll TAMPED e�IIE ° • . e• '° .. mmmR1 BACKFILL =1Y 1 ' " °' •°°°' ummmu 38" MIN PLUS 151 erl ° m=m= GAS PIPE OUTSIDE NOTE 6 1 e . °, ,n .. m-m- DIAMETER im emml p ° e e •'.n .IIWrIW 111mR GAS MAIN EE11 NOTES 4 & 5 -1EEEU ' e ° ° JEMEW ME'll=EII ."e '° ° . III=111- IeEE11 •e ° ' II=III=111111 e 'e., III=III= _ e e,e. � muig - � m-W= 12"MIN e' mwmW -m- mmm- I E_II ell - 'lum r=111 Ell EII uE - ul� E1u 1E. -n Ell 1 -IIE IE111=1- '��-F1L 11111111111111111111 111111111 -IIE1i1 ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY CONDUITS.NOTES 2 & 3 NOTES: 1. 12" MIN.WITH MORE THAN ONE ELECTRICAL SUPPLY CONDUIT. 4" MIN.WITH ONE ELECTRICAL SUPPLY CONDUIT (IN SOLID ROCK PIPE DIAMETER DETERMINES MIN.WIDTH). 2. AMPACITIES ARE REDUCED FOR MULTIPLE CIRCUITS IN A TRENCH. 3. SEE DETAIL SHEETS 7 AND B FOR NOTES AND INSTRUCTIONS. 4. THE GAS LINE IN A JOINT TRENCH SHALL BE POLYETHYLENE. S. WHEN A GAS LINE CROSSES UNDER AN ENCLOSURE SUCH AS A PEDESTAL,PADMOUNT TRANSFORMER OR SPUCE.PULL BOX,IT WILL BE SLEEVED IN A SECTION OF POLYETHYLENE OR SCHEDULE 40 PVC.THE SLEEVE WILL EXTEND A MINIMUM OF THREE FEET BEYOND THE EDGE OF THE ENCLOSURE ON EACH SIDE.MAINTAIN A 12"SPARATION BETWEEN GAS LINE AND ELECTRICAL SUPPLY CONDUITS). 6. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. TRENCH REQUIREMENTS NC R JOINT USE ELECTRIC AND GAS DDS-4 UG DETAIL SHEET 5 OF 57 03 - 10 NOTE 1 DOME TOP FOR SETTLING FINISHED GRADE o "'-ITIdII-W=W=,Wii JII=IIEIEIEIEIEIE=IIEI d� ° =III=III�II=III=III=III�II�II�II= '�� " "'ETeuEIEIEIEIEIIIIEIE ' e' p .' e � f=lT=uulET-ITI=-ITI=IIE EII=�. y -+IE�EIIEIIEIIEIIE=IIEII � b. =III=11111=III= JIEIIEIIEIIIIIEIIEII •• p, p If=III=111111E_I- EIIEIIE=IIEII p p � III=IIIEEII_ V FEIIEIIEII •,° ° ° •° p .IIWITWIIhllil' •e ' .e - W-WII w - �°'' °•e �° � LWWu EIIIIIEIIEII e',p ••'p .•e II=III I. a II�IIEI � III-II F - E Ell p ° IEI p =III= IEE p p p C p III-Ill IIEI p ., e .°• b, � II=III=I_ '• II I-II I- TAMPED li=llli=lull p BACKFILL -Tin p NOTE 4 •e�. e�c 'e °.. ml 36" MIN. LEIIb.e' •°'° °'. III -�EII °.. RIM _III p p III-III OTHER UTILITYu"u COMMUNICATION CONDUIT _ m-mm- m=m=r ° u-lil=liT- mm=m e _IT . ' mmm- 12"MIN ' -m--R ° •p C _ ' WI p WWII- ' W-LI' Nil - - I I Ill-1+ II JIFIEEe - 1WIE. -�W�i. ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY CONDUITS.NOTES 2 & 3 NOTES: 1. 12"MIN.WITH MORE THAN ONE ELECTRICAL SUPPLY CONDUIT. 4"MIN.WITH ONE ELECTRICAL SUPPLY CONDUIT (IN SOLID ROCK PIPE DIAMETER DETERMINES MIN.WIDTH). 2. AMPACITIES ARE REDUCED FOR MULTIPLE CIRCUITS IN A TRENCH. 3. SEE DETAIL SHEETS 7 AND B FOR NOTES AND INSTRUCTIONS. fl 4. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. TRENCH REQUIREMENTS NC p" JOINT USE ELECTRIC AND COMMUNICATION DDS-4 UG DETAIL SHEET 6 OF 57 03- 10 1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE WITH EXISTING SAFETY REGULATIONS IN EFFECT. 2. TRENCH BOTTOM SHOULD BE UNDISTURBED,TAMPED,OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN c ROCK,THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL. Y 3. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS & SETTLING. $ 4. BACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM D-698. 5. SEE SHEET 8 FOR INSTRUCTIONS FOR JOINING PVC CONDUIT. 6. EACH CONDUIT RUN SHALL BE CHECKED BY PULLING A MANDREL THROUGH THE ENTIRE LENGTH AT THE COMPLETION OF THE CIVIL INSTALLATION. 7. A PULL TAPE SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENDS. APPROVED PULL TAPES CONDUIT SIZE MANUFACTURER CATALOG NO. TSN 1",2",3" & 4" ARNCO BL-WP25 321068 NEPTCO,INC. WP2500P 6" ARNCO BL-WP60 397616 NEPTCO,INC. RP6000N 8.CONTACT COMPANY REPRESENTATIVE FOR TRENCH DIMENSIONS FOR MORE THAN 2 CONDUITS IN SAME DITCH. INSTALLATION OF CONDUITS NC R NOTES AND INSTRUCTIONS DDS-4 UG DETAIL SHEET 7 OF 57 03 - 10 THE CHEMICALS USED IN SOLVENT WELDING OF CONDUIT ARE INTENDED TO PENETRATE THE SURFACE OF BOTH PIPE AND FITTING,WHICH AFTER CURING RESULT IN A COMPLETE FUSION AT THE JOINT. THE OVER-USE OR UNDER-USE OF CHEMICALS RESULTS IN LEAKY JOINTS OR WEAKENED PIPE. A. CLEAN CONDUIT BY WIPING OFF ALL DUST,DIRT AND MOISTURE FROM SURFACES TO BE CEMENTED EITHER BY `g MECHANICAL OR CHEMICAL CLEANING. 1. MECHANICAL CLEANING - FINE ABRASIVE PAPER OR CLOTH (180 GRIT OR FINER)OR CLEAN OIL-FREE STEEL WOOL. c 2. CHEMICAL CLEANING - CLEANER RECOMMENDED BY MANUFACTURER OR EQUIVALENT METHYL ETHYL KETONE - MEK(. B. WITH A NON-SYNTHETIC BRISTLE BRUSH APPLY AN EVEN COATING OF CEMENT TO THE OUTSIDE OF THE PIPE AND INSIDE THE SOCKET. MAKE SURE THAT THE AMOUNT OF CEMENT APPLIED TO THE CONDUIT IS EQUAL TO $ THE DEPTH OF THE SOCKET. BEFORE ASSEMBLY,IF SOME EVAPORATION OF SOLVENT FROM THE SURFACES TO BE JOINED IS NOTED,REAPPLY CEMENT,THEN ASSEMBLE. IF CEMENT BEING USED HAS AN APPRECIABLE CHANGE IN VISCOSITY OR SHOWS SIGNS OF JELLING,IT SHALL BE DISCARDED. IN NO CASE SHALL THINNER BE USED IN AN ATTEMPT TO RESTORE JELLED PVC CEMENT. THINNER MAY ONLY BE USED TO CHANGE THE VISCOSITY OF A MEDIUM BODIED CEMENT TO THAT OF A REGULAR BODIED CEMENT FOR APPLICATION ON PVC PIPE SMALLER THAN 2 V2 INCH DIAMETER. A MEDIUM BODIED CEMENT SHALL BE USED ON 2 V2 TO 6 INCH PVC PIPE. IN COLD WEATHER,USE A PRIMER TO SOFTEN THE JOINING SURFACES BEFORE APPLYING CEMENT. ALLOW LONGER CURE TIME. (SEE ITEM E). C. JOIN PIPE WITHIN 20 SECONDS OF APPLYING CEMENT.TURN THE PIPE V4 TURN TO ENSURE EVEN DISTRIBUTION OF CEMENT ON SURFACES TO BE BONDED. MAKE SURE THAT PIPE IS INSERTED TO THE FULL DEPTH OF THE SOCKET. D. CLEAN OFF ANY BEAD OR EXCESS CEMENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING. EXCESS CEMENT ALLOWED TO REMAIN IN CONTACT WITH THE MATERIAL IS APT TO CAUSE WEAKENING OF THE MATERIAL,AND SUBSEQUENT FAILURE. E. NEWLY ASSEMBLED JOINTS SHOULD BE HANDLED CAREFULLY UNTIL THE CEMENT HAS CURED TO THE RECOMMENDED SET PERIOD. SET PERIODS ARE RELATED TO THE AMBIENT TEMPERATURE AS FOLLOWS: 30 MIN.MINIMUM AT 600 TO 100°F 1 HR. MINIMUM AT 400 TO 60OF 2 HR.MINIMUM AT 200 TO 400F 4 HR.MINIMUM AT 00 TO 20OF INSTRUCTIONS FOR JOINING NC R PVC CONDUIT DDS-4 UG DETAIL SHEET 8 OF 57 03 - 10 CONDUIT MINIMUM TYPE OF BEND MATERIAL NOMINAL BEND FOR PULLS: SIZE RADIUS s (IN.) (IN.) a 1 18 PVC 2 24 PVC 3 24 PVC 4 24 PVC 6 36 PVC NOTES: 1. SCH. 80 PVC CONDUIT SHALL BE USED FOR ALL ABOVE GROUND INSTALLATIONS (POLE AND METER RISERS). SCH.40 MAY BE USED FOR ALL BELOW GROUND INSTALLATIONS. CONDUIT BEND RADIUS NC R AND MATERIAL DDS-4 UG DETAIL SHEET 9 OF 57 03 — 10 o CONDUIT 3^APPROX i D END OF CONDUIT BEND C r APPROX GROUND LEVEL GROUND LEVEL w ° c° O° °•° ° °o O • •�o••� O °0 � O O O L O 0 O O • O ° • ° L ° 0 .0 ° O °O . 10 O L ° 0 A O D ••o A O° ° °A • o CONCRETE ENCASEMENT END OF CONDUIT BEND CONCRETE ENCASEMENT BEND CONCRETE 1 INCH BEND 1.2 CUBIC FT. 2 INCH BEND 1.5 CUBIC FT. 3 INCH BEND 1.6 CUBIC FT. 4 INCH BEND 3.2 CUBIC FT. 6 INCH BEND 8.9 CUBIC FT. TABLE 1 NOTES: 1. CONTACT COMPANY INSPECTOR TO DETERMINE REQUIREMENT FOR BEND ENCASEMENT. 2. DO NOT BOND CONCRETE TO POLE WHEN ENCASING A POLE RISER BEND. NC p" CONCRETE ENCASED BENDS DDS-4 LIG DETAIL SHEET 10 OF 57 03 - 10 FINISHEDGRADE ,w- WE E _ 24" MIN 0 48"MIN PLUS GAS PIPE AND y COMMUNICATION CONDUIT GAS MAIN OG , OUTSIDE DIAMETERS COMMUNICATION -w - 12" MIN r =i WATER,GAS ° - STEAM OR _ 12" SEWER _ =uei ELECTRIC NOTES 1& 2 12" NOTE 1 WATER,GAS STEAM OR SEWER NOTES: 1.VERTICAL CROSSING CLEARANCE FROM OTHER UTILITIES SHALL BE 12 INCHES. A 60 INCH LATERAL SEPARATION OF PARALLELING FOREIGN UTILITIES (EXCLUDING GAS AND COMMUNICATIONS(SHALL BE REQUIRED. AN EXCEPTION WOULD BE TO ALLOW GAS,TELEPHONE AND /OR CATV IN THE SAME DITCH AS COMPANY CONDUIT SYSTEM PROVIDING THE NESC REQUIREMENTS FOR CONDUIT SEPARATION ARE MET OR EXCEEDED AND THE COMMUNICATIONS CIRCUITS ARE INSTALLED IN CONDUIT. 2.IT IS UNDERSTOOD THAT ONLY 12 INCH SEPARATION IS REQUIRED ON PUBLIC RIGHTS-0F-WAY. PERSONNEL INVOLVED IN EXCAVATION ON PUBLIC RIGHTS-OF-WAY ARE FULLY AWARE OF THE HAZARDS INVOLVED. HOWEVER, EXCAVATION ON PRIVATE PROPERTY CAN BE DONE BY INDIVIDUALS WHO ARE NOT LIKELY TO BE FULLY AWARE OF THE HAZARDS. THEREFORE, THE 60 INCH LATERAL SEPARATION IS REQUIRED TO HELP PREVENT INJURY TO PERSONNEL DOING EXCAVATION ON PRIVATE PROPERTY. CLEARANCE REQUIREMENTS NC 'R` FROM PR FOREIGN ATE PROPERTYUTILITIES DDS-4 UG DETAIL SHEET 11 OF 57 03 - 10 i 3 V2" 3y 26" 3 V2" 3 V2" a 7 V2" 11" 7 V2" U !!!B 1 ( B 2.. �2.. s•• T ': c ° SECTION "A — A " s 10" NOTE 2 3 V2"8 ^ 6 2 11" 11" 11" 3 Vz.. 6.• 3.3.. s A A I r . L8" z yr SECTION " B — B " 2"t 2•• 11" 11•• 11' 2" 3 V2" 44" 3 V2" PLAN C<--A REINFORCING SCHEDULE 2 V2" 2 V2" 2 V2" NUMBER OF #3 BARS LENGTH WEIGHT (LBS) 13' 10" 1°" 1°•' 3 V2" 4 53" 7.02 �n �� 2 33" 2.13 3•. 2 4" .19 6 T T 6 41" 7.71 4 6" .75 SECTION " C — C " .28 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 1,160 LBS NOTES: 1. SEE DETAIL SHEET 13 AND 14 FOR LOCATIONS OF CONDUITS AND GROUND ROD AND OTHER APPLICABLE NOTES. 2. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY THE COMPANY INSPECTOR, REFERENCE DETAIL SHEET 17 FOR PIER INSTALLATION. 3. ALL STEEL TO BE A MINIMUM OF 1 V2"FROM SURFACE OF CONCRETE. 4. ALL CHAMFERS TO BE 1 V2"x 45 DEGREES. ROUNDING OF EDGES WITH ROUNDING TROWEL IS ACCEPTABLE IN LIEU OF CHAMFERING. 5.CONSULT COMPANY REPRESENTATIVE FOR APPROVED PREFABRICATED PADS. 6. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 7. GROUT WINDOW AS PER DETAIL SHEET 15. R POURED IN PLACE PAD NC ' ` FTRANSFORME SSE DDS-4 UG DETAIL SHEET 12 OF 57 03 - 10 NOTES s 8 2" 5" 5" 6" 56" NOTE 3 NOTE 3 G s 1 5 0 ` � 4" 12"MIN. r' 8 9„ 26„ 9„ "„ NOTE 5 NOTE 4 NOTE 2 12"MINIMUM NOTE 6 III III III _ Y _ III III III e^ MINIMUM NOTE 9 PRIMARY CONDUITS O SECTION "A — A " NOTES: 1. CONSULT COMPANY REPRESENTATIVE FOR (1)NUMBER,SIZE AND LOCATION OF CONDUITS IN PAD WINDOW AND (2)WHETHER DESIGN IS TYPE IOR TYPE II CONDUIT ARRANGEMENT. 2. NO MORE THAN 8- 2 INCH,6- 3 INCH OR 4-4 INCH CONDUITS INCLUDING SPARES SHALL BE PLACED IN THE SECONDARY SIDE OF PAD WINDOW. 3. REFERENCE DETAIL SHEET 9 FOR BEND RADIUS FOR ALL HORIZONTAL AND VERTICAL CONDUIT BENDS. 4. CONSULT COMPANY REPRESENTATIVE ON WHERE TO OBTAIN 5'8"X 8'COPPER CLAD GROUND ROD. GROUND ROD TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'-6". 5. GROUT WINDOW AS PER DETAIL SHEET 15. 6. THIS DIMENSION IS 6 INCHES FOR PRECAST CONCRETE PAD AND 4 INCHES FOR POLYMER CONCRETE PADS. 7. REFERENCE DETAIL SHEET 16 FOR FOREIGN UTILITY EQUIPMENT GROUND. B. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY COMPANY INSPECTOR.REFERENCE DETAIL SHEET 17 FOR PIER DETAIL. 9. THE 3" FLEX CONDUIT SHALL HAVE A MINIMUM OF 8"OF COVER AS IT EXITS ON THE RIGHT HAND SIDE OF THE TRANSFORMER PAD. TRANSFORMER PAD- PRECAST Ncp SINGLE PHASE DEADFRONT " TYPE I DDS-4 UG DETAIL SHEET 13 OF 57 03 - 10 NOTE8- V4" NOTE 3 12" A L MIN. A - - -------------- 3 2 V2" 7" NOTE 3 w 20' 4'r NOTE 2 NOTE A NOTE 9 12'MINIMUM NOTE 6 8' MINIMUM NOTE 10 SECONDARY CONDUIT AS REQUIRED PRIMARY CONDUIT SECTION "A A" NOTES: 1. CONSULT COMPANY REPRESENTATIVE FOR (1)NUMBER,SIZE AND LOCATION OF CONDUITS IN PAD WINDOW AND (2)WHETHER TYPE I OR TYPE 11 CONDUIT ARRANGEMENT. 2. NO MORE THAN 8- 2 INCH,6- 3 INCH OR 4-4 INCH CONDUITS INCLUDING SPARES SHALL BE PLACED IN THE SECONDARY SIDE OF PAD WINDOW. 3. REFERENCE DETAIL SHEET 9 FOR BEND RADIUS FOR ALL HORIZONTAL AND VERTICAL CONDUIT BENDS. 4. CONSULT COMPANY REPRESENTATIVE ON WHERE TO OBTAIN 58' X 8'COPPER CLAD GROUND ROD. GROUND ROD TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 71-S". S. GROUT WINDOW AS PER DETAIL SHEET 15. 6. THIS DIMENSION IS 6 INCHES FOR PRECAST CONCRETE PAD AND 4 INCHES FOR POLYMER CONCRETE PADS. 7. REFERENCE DETAIL SHEET 16 FOR FOREIGN UTILITY EQUIPMENT GROUND. B. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY COMPANY INSPECTOR.REFERENCE DETAIL SHEET 17 FOR PIER DETAIL. 9. THE CONDUITS MUST BE INSTALLED TO ENSURE THAT THE TOTAL MAXIMUM BRIENDING RADIUS FOR THE PRIMARY CABLE DOES NOT EXCEED 9 INCHES (ANGLE PRIMARY CONDUIT WHENEVER POSSIBLE). 10. THE 3'FLEX CONDUIT SHALL HAVE A MINIMUM OF 8'OF COVER AS IT EXITS ON THE RIGHT HAND SIDE OF THE TRANSFORMER PAD. TRANSFORMER PAD- PRECAST NC]PR SINGLE PHASE DEADFRONT TYPE 11 DDS-4 UG DETAIL SHEET 14 OF 57 03 - 10 SEE WINDOW DETAIL BELOW °s G O 0 0 ( y V °s 8 GROUT NOTE 2 3" 3" 1" 2" NOTE 1 4" NOTE 3 PAD WINDOW DETAIL NOTES: 1. THE GROUT SHALL BE PORTLAND BASED AND SANDED. DO NOT USE CONCRETE. 2. FILL IN PAD WINDOW WITH 4 INCHES OF EARTH BACKFILL AND 2"OF GROUT. 3. GROUND RODS SHALL EXTEND A MAXIMUM OF 3INCHES ABOVE GROUTING TO ASSURE ADEQUATE DRIVEN DEPTH AND ALLOW FOR ADEQUATE CONNECTING SPACE. 4. GROUND RODS SHALL EXTEND A MINIMUM OF 7'- 6" INTO EARTH. 5. GRAVEL FILL IS NOT ACCEPTABLE. GROUTING DETAIL NC p" FOR TRANSFORMER PAD WINDOWS DDS-4 UG DETAIL SHEET 15 OF 57 03 - 10 FOREIGN UTILITY COMPANY GROUND TRANSFORMER s NOTE 1 A A --- --- c 6�1 — w FROM = PAD'S a EDGE °s 8 r I I I I I I TRANSFORMER I I GROUND BUS GROUND ROD GROUND VAA�AA—VAA�AA AAA AAA �� VABAA BELOW NOTE 1 GROUND —� INSTALL ON PROPERTY LINE SIDE OF PAD 6' OUT ROM PAD SECTION A-A NOTES: 1. ON NEW INSTALLATIONS,INSTALL NO.6 S.D.BARE COPPER AS SHOWN FOR FOREIGN UTILITY COMPANY BONDING. 2. THE NATIONAL ELECTRICAL SAFETY CODE RULE 384C RECOMMENDS BONDING OF ALL ABOVE GROUND METALLIC POWER AND COMMUNICATIONS APPARATUS (PEDESTALS,TERMINALS,APPARATUS CASES,TRANSFORMER CASES,ETC.)THAT ARE SEPARATED BY A DISTANCE OF 6 FEET OR LESS. METHOD OF PROVIDING NC 'R` EQUIPME TO ROUND DDS-4 UG DETAIL SHEET 16 OF 57 03 — 10 �6„ PIERS NOTE 1 VY PAD FINISHED GRADE a SELECT BACKFILL 6 NOTE 6 w PIERS 1 Y NOTES],3 8 4 6„ I I 0 r WINDOW SIDE VIEW FOR LEVEL TERRAIN 8 TRANSFORMER PAD VY PAD FINISHED GRADE �j//�% GONDIIIONS 4" PIERS SELECT BACKFILL NOTES 3,3 8 4 NOTE 6 SERVICE ENCLOSURE SIDE VIEW FOR SLOPING TERRAIN NOTES: 1. PIERS SHALL BE INSTALLED UNDER PAD WHEN DIRT HAS BEEN DISTURBED UNDER THE LOAD BEARING AREA OF PAD. TAMP BACKFILL(9556 COMPACTION)TO TOP OF PIER SUPPORTS (USE DITCH SPOIL WHEN POSSIBLE). 1. CUT SUPPORT PIERS FROM SECTION OF 4 IN.PVC CONDUIT. 3. PLACE PIERS AS SHOWN. FILL WITH CONCRETE. A. TOP OF PIERS SHOULD BE LEVEL AND 3 IN.BELOW FINAL GROUND LEVEL TO A DEPTH OF: U)MINIMUM OF 36 IN.IN UNDISTURBED EARTH (SOIL). (2)BOTTOM OF DITCH. (3)BEGINNING OF SOLID ROCK. 5. AFTER PLACING PAD,FILL VOIDS UNDER AND AROUND PAD WITH SELECT DITCH SPOIL 6. ALL BACKFILL UNDER AND AROUND PAD SHALL BE WELL TAMPED. SINGLE PHASE TRANSFORMER PAD NC 'R` AN PIER INSTALLATION TALLATIONURE DDS-4 UG DETAIL SHEET 17 OF 57 03 - 10 51" 2"PVC CONDUIT a 12" 0 NOTE 4 A A °s 8 TOP VIEW NOTE 1 III i 36" i 6"MIN. NOTE 3 SECTION 'A—A' NOTE 4 NOTES: 1. 30"X 48" X 36" SPLICE PULL BOX DESIGNED FOR PARKWAY INSTALLATION WITH HID LOADING (LIGHT TRAFFIC). CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE SUBSURFACE SPLICE/PULL BOX. 2. THIS BOX IS INTENDED FOR USE AS AN INTERMEDIATE SPLICE BOX AS NEEDED DUE TO LONG PULLING DISTANCES AND RESTRICTED TO SINGLE #VO CABLE. 3. TAMP ALL DISTURBED SOIL UNDERNEATH PAD TO 95% COMPACTION AS PER ASTM D 698 AND INSTALL A 6 INCH WELL TAMPED LAYER OF MEDIUM GRAVEL FILL. 4. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE 5'8"X B'COPPER CLAD GROUND ROD. GROUND ROD TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7—6". SINGLE PHASE PRIMARY Nc p SUBSURFACE SPLICE /PULL BOX " INSTALLATION DDS-4 LIG DETAIL SHEET 18 OF 57 03 - 10 PVC CONDUIT °s NOTE 1 A NOTE 4 — s A 12" EXCAVATION $ BOX SIZE DIMENSIONS (IN) B A B C 6" I- - 4'X B'X 3' 55 79 36 TOP VIEW 4'X 8'X 4' 56 104 48 1=1� II-III III=II III- I =1r1�I I-1r III-u e1 i 1= r�r mmi 30" �TIIII IIIIIIm- MIN C 6,. • • I a e . . . .. .. . . sa.°.• : . . . . . . . .. . . ..°°Y.°.e .::°. ... NOTE 3 NOTE 4 SECTION "A - A" NOTES: 1. SPLICE/PULL BOX DESIGNED FOR PARKWAY INSTALLATION WITH H-10 LOADING (LIGHT VEHICULAR TRAFFIC). CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE SPLICE/PULL BOX. 2. THIS BOX IS INTENDED FOR USE AS AN INTERMEDIATE SPLICE BOX AS NEEDED DUE TO LONG PULLING DISTANCES AND RESTRICTED TO ONE 3 PHASE CIRCUIT. 3. TAMP ALL DISTURBED SOIL UNDERNEATH PAD TO 95% COMPACTION AS PER ASTM D 698 AND INSTALL A 6 INCH WELL TAMPED LAYER OF MEDIUM GRAVEL FILL. 4. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE 6'8"X 8'COPPER CLAD GROUND ROD. GROUND ROD TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'- 6". THREE PHASE PRIMARY Nc p SUBSURFACE SPLICE /PULL BOX " INSTALLATION DDS-4 LIG DETAIL SHEET 19 OF 57 03 - 10 F I I J C NOTE 4 C � a I I a D °s I G H J $ F B A iz NOTE 3 NOTES: 1. PADS SHALL BE CONSTRUCTED AS PER THE CONCRETE AND REBAR DETAIL SHEETS REFERENCED IN THE TABLE BELOW. 2. OF MEANS DEADFRONT AND LF MEANS UVEFRONT. 3. CABLE SPREADER WELLS ARE REQUIRED ON LOOP FEED TRANSFORMER PADS. REFERENCE DETAIL SHEETS 28 THRU 37 FOR DIMENSIONS. 4. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 20 FOR PIER DETAILS. REFERENCE KVA A B C D E F G H I J DETAIL SHEET 75 - AL RADIAL 6" 83" 83" 12" 16" 48" 28" 20" 21„ 14" 24 2 -500 R ADIAL 6" 94" 94" 12" 16" 52" 28" 24„ 25„ 17" 25 R 750 - 6" 96" 114" 12" 20" 52" 28" 24" 27" 17" 26 RADIAL AL 1500 - 2500 RADIAL 6" 114" 132" 12" 20" 52" 28" 24" 34" 28" 27 75 -150 LF 6" 83" 83" 12" 14" 56" 38" 18" 14" 13" 28 & 29 LOOP FEED 75 - 150 OF 6" 83„ 83" 12" 14" 62" 37" 25" 11" 101• 30 & 31 LOOP FEED 225 - 500 LF 6" 96" 86" 12" 14" MY 40" 20" 20" 16" 32 & 33 LOOP FEED 225 - 500 DF 6" 96" 86" 12" 14" 62" 37" 25" 17" 17" 34 & 35 LOOP FEED 750 LOOP FEED 1 6" 96" 96" 12" 14" 62" 37" 25" 17" 17" 36 & 37 TRANSFORMER PADS- CONCRETE N CIP R THREE PHASE PAD DIMENSIONS DDS-4 LIG DETAIL SHEET 20 OF 57 03 - 10 1.CONTACT COMPANY REPRESENTATIVE FOR PAD SIZE AND NUMBER AND LOCATION OF PRIMARY AND SECONDARY CONDUITS. 2.REFERENCE DETAIL SHEET 9 FOR BEND RADIUS FOR ALL HORIZONTAL AND VERTICAL CONDUIT BENDS. 3.GROUND RODS TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'- 6". REFERENCE DETAIL SHEETS FOR SIZE. - 4. REFERENCE DETAIL SHEET 16 FOR LOCATION OF FOREIGN UTILITY EQUIPMENT GROUND. 5.REFER TO DETAIL SHEETS 51, 52,53 & 54 FOR MINIMUM CLEARANCES FROM SURROUNDING OBJECTS. 6.PIERS ARE REQUIRED ON ALL SINGLE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 17 FOR PIER DETAIL FOR SINGLE PHASE PADS. 7.BEAMS SHALL BE INSTALLED ON ALL THREE PHASE TRANSFORMER PADS SET IN UNSTABLE SOILS AND IN AREAS WHERE DRAINAGE COULD CAUSE SOIL UNDER THE PAD TO WASH OUT. THE DEPTH OF BEAMS SHALL BE AS SHOWN OR TO ROCK. IF ROCK IS ENCOUNTERED WITHIN THREE INCHES OF SURFACE,BEAMS ARE NOT REQUIRED. g 8.PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS AND ON ALL SWITCHGEAR PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEETS 22 AND 23 FOR PIERS FOR THREE PHASE TRANSFORMER AND SWITCHGEAR PADS. $ 9.REINFORCING STEEL SHALL CONFORM TO ASTM A 615 AND SHALL BE DEFORMED, INTERMEDIATE GRADE (GRADE 60).ALL REINFORCING STEEL SHALL BE CLEANED OF ALL COATINGS THAT ADVERSLY AFFECT BONDING CAPACITY.ALL REINFORCING STEEL SHALL BE ACCURATELY POSITIONED AND RIGIDLY HELD IN PLACE DURING POURING. 10.ALL REINFORCING STEEL SHALL HAVE A 3 INCH CLEARANCE FROM THE BOTTOM. THERE SHALL BE A 3 INCH CLEARANCE FROM SIDES TO STEEL RUNNING PARALLEL THEREOF. THERE SHALL BE A 2 INCH CLEARANCE FROM END OF STEEL TO SIDES AND WINDOW. 11.OUTER SURFACE EDGES OF PADS TO BE CHAMFERED 1 V2"x 45 DEGREES. ROUNDING OF EDGES WITH A ROUNDING TROWEL IS ACCEPTABLE IN LIEU OF CHAMFERING. 12.TAMP ALL DISTURBED SOIL UNDERNEATH PAD TO 95% COMPACTION AS PER ASTM D 698. 13. CONCRETE SHALL CONFORM TO ASTM C 150 FOR TYPE I OR TYPE III HIGH EARLY.CONCRETE SHALL BE PROPORTIONED TO PRODUCE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SLUMP SHALL BE 3- 4 INCHES. 14.AGGREGATES SHALL CONFORM TO ASTM C 33 AND SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS,ALKALIS,ORGANIC MATTER OR OTHER FOREIGN SUBSTANCES. THE MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 3/4 INCH. 15. MIXING WATER SHALL BE CLEAN AND FREE FROM OILS,ACIDS,ALKALIS,SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR STEEL. 16. NO ADMIXTURES WILL BE PERMITTED WITHOUT THE APPROVAL FROM THE COMPANY. 17. CONCRETE MAY BE MIXED ON THE JOB OR READY MIX CONCRETE MAY BE USED. 18. FOR CONCRETE MIXED ON THE JOB,A MIXER WITH A MINIMUM TWO (2) SACK CAPACITY SHALL BE USED. CEMENT AND AGGREGATES SHALL BE PROPORTIONED ON CALIBRATED SCALES.WATER FOR MIXING SHALL BE ACCURATELY MEASURED.ALL CONCRETE SHALL BE PLACED WITHIN ONE HOUR AFTER MIXING. 19. IF READY MIXED CONCRETE IS USED,THE DRIVER OF EACH TRUCK SHALL FURNISH A TICKET SHOWING THE TIME THE TRUCK WAS LOADED AT THE BATCH PLANT.ANY TRUCK WHICH HAS NOT DISCHARGED ITS COMPLETE LOAD ONE HOUR AND THIRTY MINUTES AFTER LOADING SHALL BE REJECTED UNLESS A RETARDANT,APPROVED BY THE COMPANY,HAS BEEN ADDED TO THE CONCRETE AT THE TIME OF BATCHING. READY MIXED CONCRETE SHALL CONFORM TO ASTM C 94. GENERAL NOTES FOR NC 'R` POURED CONCRETE PAD PLACE DDS-4 LIG DETAIL SHEET 21 OF 57 03 - 10 3": NOTE 2 611 X16 6„ - -- ` - _._.___._.___._.___._.___._.___ - _ 2 12"CENTERS p2 a (SEE DETAIL A) NOTE 3 -.L.�---------------- —�— — C -r -r 1 Cl2 TRANSFORMER PAD 5 MAX. i.----.---.---.---.--._. 3 NOTE 1 - _.-6" 8 A A a >.. 3" REINFORCING SCHEDULE 6„ NUMBER SIZE LENGTH SHAPE 6 #5 5' STRAIGHT / 6 #3 2'-1° I(DETAIL A) 0.145 CU YARDS CONCRETE/PIER 6" TOTAL WEIGHT OF (1)PIER:565 LBS. 12" DETAIL A SECTION "A — A " NOTES: 1. PIER DEPTH SHALL BE 5 FEET BELOW BOTTOM OF PAD UNLESS ROCK OR OTHER HARD SURFACES ARE ENCOUNTERED. IF ROCK OR OTHER HARD SURFACES ARE ENCOUNTERED PRIOR TO A 5 FOOT DEPTH,PIER DEPTH SHALL EXTEND 6 INCHES INTO THE HARD SURFACE. 2. PIER REINFORCING TO EXTEND 3 INCHES INTO PAD. 3. FOUR PIERS POSITIONED AS SHOWN ARE RECOMMENDED FOR ALL PAD SIZES EXCEPT THE 114"X 132"PAD. SIX PIERS POSITIONED AS SHOWN ARE RECOMMENDED FOR THIS FAD SIZE. 4. SEE DETAIL SHEET 21 FOR ADDITIONAL NOTES. R PIER DETAILS NC TRANSFORMER PADS DDS-4 UG DETAIL SHEET 22 OF 57 03 - 10 �4 lip �4 3" NOTE 2 - 12"CENTERS q � (SEE DETAIL A) !i it SWITCHGEAR PAD t NOTE 3 !i a 5 MAIL I NOTE 1 r - 4" $ �{4"ice �i4" A A ----- 4„ --r - --- --- --- i i i i i i 3" i i i i 4 _l. ONNECTION ENCLOSURE PAD SEE NOTE 4 i 4" 4" PIER REINFORCING SCHEDULE B DETAIL A NUMBER SIZE LENGTH SHAPE 4 #5 5' STRAIGHT SECTION "A — A " 6 93 1 19" HOOP (DETAIL A) 0.065 CU YARDS CONCRETE/PIER TOTAL WEIGHT OF (1)PIER: 278 LBS. NOTES: 1. PIER DEPTH SHALL BE 5 FEET BELOW BOTTOM OF PAD UNLESS ROCK OR OTHER HARD SURFACES ARE ENCOUNTERED. IF ROCK OR OTHER HARD SURFACES ARE ENCOUNTERED PRIOR TO A 5 FOOT DEPTH,PIER DEPTH SHALL EXTEND 6 INCHES INTO THE HARD SURFACE. 2. PIER REINFORCING TO EXTEND 3 INCHES INTO PAD. 3. SEE DETAIL SHEETS 39,40,41,42 AND 43 FOR CONCRETE SWITCHGEAR PAD DETAILS. 4. SEE DETAIL SHEETS 47 AND 48 FOR CONCRETE CONNECTION ENCLOSURE PAD DETAILS. 5. SEE DETAIL SHEET 21 NOTES. R PIER DETAIL NC ' ` 25 SWITCHGEAR pgDONT DDS-4 UG DETAIL SHEET 23 OF 57 03 - 10 NOTE 3 B REINFORCEMENT SPACING: 11"CENTERS 2�t� 3. REINFORCING SCHEDULE PAD WITH BEAMS (NOTES 2 & 3) NUMBER OF #3 BARS LENGTH WEIGHT (LBS) °s 13 79" 32.2 5 51" 8.0 2 17" 1.1 _ NOT 2 _ 2 10" 0.6 G A A 5 6" t.z a 1.4 CU YARDS CONCRETE 00 O TOTAL WEIGHT OF PAD 5,850 LBS r 00 $ 2• 2" 2„” 2" REINFORCING SCHEDULE I IN PAD WITHOUT BEAMS NUMBER 7 6" �=j B OF #3 BARS LENGTH WEIGHT (LBS) 28" 20 9 79" 22.3 PRIMARY SECONDARY 5 51" 8.0 COMPARTMENT PLAN COMPARTMENT 2 17" 11 NOTE 4 2 10" 0.6 5 8" 2 3 0.8 CU YARDS CONCRETE T TOTAL WEIGHT OF PAD 3,190 LBS 6" 3" 12 SECTION "A - A " 83" 16" 12" 3.. 6" 15" 6" 6" 3" SECTION " B - B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5'8"X 8'COPPER GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'—6", 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD NC p" THREE PHASE 75 - 150 KVA RADIAL DDS-4 LIG DETAIL SHEET 24 OF 57 03 - 10 NOTE 3 u B 2� REINFORCEMENT SPACING: 11"CENTERS -T REINFORCING SCHEDULE PAD WITH BEAMS (NOTES 2 & 3) NUMBER LENGTH WEIGHT (LBS) OF #3 BARS 15 90" 42.3 ° 5 62" 9.7 2 21" 1.3 2 13" 0.8 _ NOT 2 5 8" 1.2 1.8 CU YARDS CONCRETE W A A TOTAL WEIGHT OF PAD 7,250 LBS 0 " (D l+) 0000 g OO, REINFORCING SCHEDULE 8 PAD WITHOUT BEAMS 2 2" 2" 2 NUMBER OF #3 BARS LENGTH WEIGHT (LBS) B 11 90" 31.0 5 62" 9.7 28" 4 2 21" 1.3 PRIMARY SECONDARY COMPARTMENT PLAN COMPARTMENT 2 13" 0.8 NOTE 4 5 B" 1.2 94" 1.0 CU YARDS CONCRETE 25" 2" 17" 3" TOTAL WEIGHT OF PAD 4,170 LBS 15" 6" 8 3" 12 SECTION "A - A " 94" 6" 2" 3. PT 5" 6 6" 3" SECTION " B - B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) SS"X S'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'-6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD NC p" THREE PHASE 225 - 500 KVA RADIAL DDS-4 UG DETAIL SHEET 25 OF 57 03 - 10 NOTE 3 f F B 2-1 '-- REINFORCEMENT SPACING:9"CENTERS -T REINFORCING SCHEDULE - PAD WITH BEAMS (NOTES 2 & 3) NUMBER LENGTH WEIGHT (LBS) OF #3 BARS a 12 92" 34.6 7 110" 24.1 6 78" 14.7 3 23" 2.2 3 13" 1.2 6 B" 1.5 0 2.1 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 8,645 LEIS NOE2 A A 8 REINFORCING SCHEDULE Q+ +) PAD WITHOUT BEAMS e NUMBER LENGTH WEIGHT (LBS) OF #3 BARS 2" 2 2 2- 10 92" 28.8 5 110" 17.2 7" 6' Lj B 6 78" 14.7 PRIMARY 28" 24" SECONDARY 3 23" 2.2 COMPARTMENT COMPARTMENT 3 13" 1.2 PLAN NOTE 4 6 8" 1.5 1.3 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 5,160 LBS 27" 52" 3. 6" 15" 6" 6" 3" 12" SECTION "A - A 12" 114" 20" 12" 3" 15" 3" 12" SECTION " B - B " 6" NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5'8"X B'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD N C p" THREE PHASE 750 - 1000 KVA RADIAL DDS-4 UG DETAIL SHEET 26 OF 57 03 - 10 NOTE 3 F B z� r u 1 3" 7 REINFORCEMENT SPACING: 9"CENTERS REINFORCING SCHEDULE - PAD WITH BEAMS (NOTES 2 & 3) NUMBER LENGTH WEIGHT (LBS) °s OF #3 BARS - - 9 128" 36.1 'i 14 110" 48.2 6 96" 18.0 G 6 8" 1.5 3 30" 2.8 3 24" 2.2 Y ° 2.8 CU YARDS CONCRETE r TOTAL WEIGHT OF PAD 11,460 LBS $ NO 1= 2 A A -- - REINFORCING SCHEDULE PAD WITHOUT BEAMS OO OF UMBER BARS LENGTH WEIGHT (LBS) 6 7 128" 28.1 2" 2" 12 110" 41.4 6 96" 18.0 6 8" 1.6 6 B 3 30" 2.8 PRIMARY SECONDARY COMPARTMENT 28" za" COMPARTMENT 3 24" 2.2 PLAN NOTE 4 1.8 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 7,300 LBS 37' 52" 15" 8" 6" 3" SECTION "A — A 12- 132" 20" 12" 3" NOTE 8 5' 412 .oe��°�6. 3"SECTION " B — B " 12" NOTES: 1, SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 58"X &GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4, BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5, GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD N C "p THREE PHASE 1500 - 2500 KVA RADIAL DDS-4 UG DETAIL SHEET 27 OF 57 03 - 10 NOTE 3 ro-BI °s a A A �NOTE;21 jfit' j 9" ��•• Ly g REINFORCEMENT SPACING:11"CENTERS PRIMARY 18" 20' 18'• SECONDARY COMPARTMENT PLAN COMPARTMENT 63" REINFORCING SCHEDULE 14" 5s" ta• 3 PAD WITHOUT BEAMS NUMBER OF #3 BARS LENGTH WEIGHT (LBS( 8 79" 19.8 21" 6 8" 1.50 2 9" 0.56 �� 6 53" 9.96 2 10" 0.63 14 SECTION "A — A 1.15 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 4,511 LES 83" 14•' 12" 3" 21„ H SECTION "B — B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 58"X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7—6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD NC 'R` THREE LIVE FRONT LOOP FE D A DDS-4 UG DETAIL SHEET 28 OF 57 03 - 10 NOTE 3 2•• I �B•' a REINFORCEMENT SPACING: 11-CENTERS REINFORCING SCHEDULE PAD WITH BEAMS(NOTES 4 & 5) a {Aj I {� NUMBER LENGTH WEIGHT (LBS) ILIA �JI OF #3 BARS r _—_—_ _—_— —_—_Q7 NOTE;21 12 79" 29.7 6 B" 1.50 .Y $ 2 9" 0.56 4•' 2 10" 0.63 6 53" 9.96 j _61, i 3" �B 1.70 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 6,610 LBS PRIMARY 18 20" 18 SECONDARY COMPARTMENT PLAN COMPARTMENT NOTE 4 83" 14" 56" 13" 3•• 1Y' 12" 6 II SECTION "A - A 83" 12" 14" 12" r• SECTION "B - B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'-6'. 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD WITH BEAMS NC 'R` THREE LIVE FRONT LOOP FE D A DDS-4 LIG DETAIL SHEET 29 OF 57 03 - 10 NOTE 3 2„ r-•BI —73" °s G w A A NOTE 2 4' I I II 8 I-1" 11"! 11" I B' 25' B PRIMARY SECONDARY COMPARTMENT COMPARTMENT REINFORCEMENT SPACING: 77"CENTERS NOTE 4 PLAN 83" REINFORCING SCHEDULE 11" 62' 10" 3" PAD WITHOUT BEAMS NUMBER LENGTH WEIGHT (LBS) :mss'; _-wit: 6•• OF #3 BARS 21'• 8 79" 19.8 6 8" 1.50 2 6" 0.38 2 7° 0.44 6 53° 9096 SECTION "A — A 1.17 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 4,590 LBS 14" 12" 3" SECTION " B — B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5'8"X VY GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6. 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. R TRANSFORMER PAD NC ' ` THREE DEADFRONT LOOP FE D A DDS-4 LIG DETAIL SHEET 30 OF 57 03 - 10 NOTE 3 ~ B ,,,, r II I �3„ REINFORCEMENT SPACING: 11"CENTERS G REINFORCING SCHEDULE PAD WITH BEAMS(NOTES 4 & 5) A A r NUMBER LENGTH WEIGHT (LBS) = L NOTE 2 - .J OF #3 BARS ____ ___ _ �__v__� 12 79" 29.7 $ •i 6 8" 1.50 4" 2 6" 0.38 2 7" 0.44 Jr 1^ Ly B 8 53" 9.96 7"1 11 1 11" 8„1 25” PRIMARY SECONDARY COMPARTMENT PLAN COMPARTMENT NOTE 4 1.70 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 6,510 LBS 83„ 11•• 62" 10" 3•' � :1.. 3„ g SECTION -A -A " 83" 12" 3" 15" Lg..II. , _ IIC� II ---3„ 21" H z H SECTION "B - B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5B"X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'-6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD WITH BEAMS NC 'R` THREE DEADFRONT LOOP FE D A DDS-4 LIG DETAIL SHEET 31 OF 57 03 - 10 NOTE 3 REINFORCEMENT SPACING: 10"CENTERS REINFORCING SCHEDULE PAD WITHOUT BEAMS A A a * * NUMBER LENGTH WEIGHT (LBS) 6.. L -419—J J OF #3 BARS _____ _ tiNOTE�2� 4 82" 10.3 _____ t___;t 6 56" 10.5 6 g' 1.50 $ 4" 2 18" 1.00 2 12" 0.75 I 6" g" 7 92" 20.2 16"- - 24" ~20" B 1.34 CU YARDS CONCRETE PRIMARY SECONDARY TOTAL WEIGHT OF PAD 5,252 LEIS COMPARTMENT PLAN COMPARTMENT NOTE 4 96" 20•' 60" 16" 31• SECTION "A - A " 86" 1� 1r• 21" SECTION "B — B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5B'X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'-6'. 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD NC 'R` THREE LIVE F ONT LOOP SFEED A DDS-4 LIG DETAIL SHEET 32 OF 57 03 - 10 NOTE 3 •• 1 ' e � � °s REINFORCEMENT SPACING: 70"CENTERS REINFORCING SCHEDULE PAD WITH BEAMS(NOTES 4 & 5) W *A } NUMBER a 5•• L � - J OF #3 BARS LENGTH WEIGHT (LBS) NOTE2 r __ _ 7 6 82" 15.4 _____ 6 56" 10.5 8 8" 1.50 $ 4.. 2 16" 1.00 2 12" 0.75 r _6 9- I� B 9 92" 25.9 16" 24" 20" 2.00 CU YARDS CONCRETE PRIMARY SECONDARY TOTAL WEIGHT OF PAD 7,840 LBS COMPARTMENT PLAN COMPARTMENT NOTE 4 96" 20" 60" 16" g• 12" 12" e _ _ _ _ _ _ _ _ _ _ 151. SECTION "A - A " B6" 12" 14" 12" 3" 5.. _ 21" SECTION "B - B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5'8"X VY GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6. 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. S. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD WITH BEAMS NC 'R` THREE LIVE F ONT LOOP SFEED A DDS-4 LIG DETAIL SHEET 33 OF 57 03 - 10 NOTE 3 2" REINFORCEMENT SPACING: 10"CENTERS REINFORCING SCHEDULE A A PAD WITHOUT BEAMS t _ NUMBER LENGTH EIGHT (LBS a L NOTE 2 OF #3 BARS 4 82" 10.3 r ____ __ !'10 6 56" 10.5 4" ij 6 g' 1.5 8 4 13" 1.6 i 11i 25 SECONDA Ly B 7 92" 20.2 7..i ., 11"i i 8.n PRIMARY RY COMPARTMENT PLAN COMPARTMENT NOTE 4 1.34 CU YARDS CONCRETE TOTAL WEIGHT OF PAD 5,270 LEIS 96" 17" 62" 17" 3" 11" 11" SECTION "A —A " 86" 14" 12" 3" SECTION "B — B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5B"X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'—6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD NC 'R` THREE PHASE ONT LOOPSFEED A DDS-4 LIG DETAIL SHEET 34 OF 57 03 - 10 NOTE 3 IJ REINFORCEMENT SPACING: 10"CENTERS 9 REINFORCING SCHEDULE AD WITH BEAMS NOTES 4 & 5 NUMBER LENGTH WEIGHT (LEIS ` NOTE z OF #3 BARS 6 8 15.4 ,1_ 2"6 56" 10.5 4' 6 6" 1.5 G 4 13" 1.6 w yi 1..,,CC II 9 82" 25.9 o PRIMARY — ^`�" CONDARY B COMPARTMENT PLAN COMPARTMENT 1.97 CU YARDS CONCRETE NOTE 4 TOTAL WEIGHT OF PAD 7,710 LEIS 4 g 3" SECTION "A _ A " I� AEf"TI(N4 "R _ R " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5'8'X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD WITH BEAMS NC 'R` THREE PHASE ONT LOOPSFEED A DDS-4 LIG DETAIL SHEET 35 OF 57 03 - 10 NOTE 3 r B I �3" s REINFORCEMENT SPACING: 10"CENTERS REINFORCING SCHEDULE PAD WITHOUT BEAMS A A NUMBER a _ _ OF #3 BARS LENGTH WEIGHT (LBS) NOTE 2 r O 12 92" 34.5 6 66" 12.4 $ 4!'1 II 4 13" 1.6 1 1.47 CU YARDS CONCRETE T'I 11" 11" I88~ 25" B TOTAL WEIGHT OF PAD 5,770 LBS PRIMARY SECONDARY COMPARTMENT COMPARTMENT PLAN NOTE 4 96" 17" 62" 17„ u u SECTION -A — A - 96° 14" 3" SECTION " B — B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5'B"X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7'-6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. S. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD NC 'R` D THREE ADFRONT PHASE LOOP ED DDS-4 LIG DETAIL SHEET 36 OF 57 03 - 10 NOTE 3 B s REINFORCEMENT SPACING: 10"CENTERS REINFORCING SCHEDULE PAD WITH BEAMS (NOTES 4 & 5) A A NUMBER a OF #3 BARS LENGTH WEIGHT (LBS) r NOTE z 16 92" 46.0 6 1.5 4„ V 6 66" 12.4 $ II 4 13" 1.6 PRIMARY + 2.14 CU YARDS CONCRETE 7"I 11" 11" 16_4 25" B SECONDARY TOTAL WEIGHT OF PAD 6,360 LBS COMPARTMENT COMPARTMENT PLAN NOTE 4 96" 17" 62" 17" 3" 11° 11" 6•• 15" u u SECTION "A — A " 96„ 14" 12" ir 3" 21„ L7A6., 6 12" SECTION " B — B " NOTES: 1. SEE DETAIL SHEET 21 FOR GENERAL NOTES. 2. CONTRACTOR TO OBTAIN AND INSTALL (2) 5B"X 10'GROUND RODS AS SHOWN. INSTALLATION DEPTH SHALL BE 7—6". 3. PIERS ARE REQUIRED ON ALL THREE PHASE TRANSFORMER PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 22 FOR PIER DETAILS. 4. BEGIN SECONDARY CONDUITS AT RIGHT EDGE OF PAD WINDOW. ADD CONDUITS AS REQUIRED RIGHT TO LEFT. DO NOT CROSS DIVIDING LINE BETWEEN PRIMARY AND SECONDARY COMPARTMENTS. 5. GROUT WINDOW AS PER DETAIL SHEET 15. TRANSFORMER PAD WITH BEAMS NC 'R` D THREE ADFRONT PHASE LOOP ED DDS-4 LIG DETAIL SHEET 37 OF 57 03 - 10 Maximum Number of Three-Phase Maximum Number of Cables Including the Transformer 4" PVC Conduits Neutral Size (kVA) 208Y/120 480Y/277 208Y/120 480Y/277 75- 150 6 6 24 24 225-300 6 6 24 24 500 8 6 32 24 750 12 6 48 24 1000 16 8 64 32 1500 — 12 — 48 2000 — 16 — 64 2500 — 16 — 64 Notes: 1. For three-phase padmount transformers, the customer's service conductor must be 1000 kcmil or smaller. The maximum number of runs (three phase conductors and one neutral conductor) shall be as shown in above table. 2. For single-phase 240/120 volt transformers, the customer's service conductor must be 500 kcmil or smaller. The maximum number of runs (two phase conductors and one neutral conductor) and the size of the conduits shall be as shown in the following table: Maximum Customer's Conduit Number Conductor Size Sizes of Runs #6—#3/0 2" 8 #4/0—350 kcmil 3" 6 500 kcmil 4" 4 3. If the number of runs installed by the customer is more than the maximum shown, a connection enclosure with pad may be required. Consult company representative for details. (25 CP MAXIMUM NUMBER OF SECONDARY R CONDUITS AND CABLES FOR PADMOUNTED TRANSFORMERS DDS-4 UG DETAIL SHEET 38 OF 57 03 - 10 &,Copyright 2010 Oncor Electric Del ivery Company. All rights reserved. B C D E 12" NOTE 4 4" I I I s F r I I I A I I NOTE 6 G 22"" - -- -I-f --�-- LOAM SIDE -� -- -- - --- -- iq„ a I I ENCLOSURE I 1 185 I ! NOTE 7 ANCHOR BRACKET 16" I 518"DIA. I �_I_ j 1"GROOVE FOR T7---- H 84 ANCHOR BOLT I I I GROUNDING WIRE m 14" I I 1 vr A I I I � a T1----I_ ! A MIN. I r - 14„ 23" GSOUR4�E SIDE - - - - - -- --- - 18" g I ti ----- ANCHOR BOLT DETAIL 5•• NOTE 3 4! 20" 13" 12" NOTE 1 REINFORCING SCHEDULE I 66" NUMBER LENGTH WEIGHT (LBS) 6" OF #3 BARS 5 86" 13.5 BOX m-mm op66"X 14"X 18"DEEP -m- 4 80" 10.0 12" 3 33" 3.1 TOTAL WEIGHT (CONCRETE & REBAR)5280 LBS. MINIMUM 4"WALL 2"GROUT BASE NOTE 7 SECTION 'A - A NOTE 2 25KV A B C D E F G H PMH - 9 151• 11" 22" 22" 11" 81• 151• 37" PMH -10 18" 13'• 20" 20" 13" 11•' 181• 34" PMH - 11 151' 11" 22" 20" 13" 81' 18•' 37„ NOTES: 1. PIERS ARE REQUIRED ON ALL SWITCHGEAR PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 23 FOR PIER DETAIL. 2. USE WIRE MESH FOR CONCRETE REINFORCEMENT AROUND DEEPWELL BOX. 3. ENDS OF RE-BAR SHALL REMAIN A MINIMUM OF 2"INSIDE OF CONCRETE AND SHALL BE INTERMEDIATE GRADE 60 AND CONFORM TO ASTM A815. 4. CONTACT COMPANY REPRESENTATIVE ON WHERE TO OBTAIN 5'8"X 10'COPPER CLAD GROUND RODS. GROUND RODS TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'-6". 5. FOR CLEARANCES ON ALL SIDES OF THE SWITCHGEAR REFERENCE DETAIL SHEETS 51,52,53 AND 54. 6. FOR PADS PLUMBED INTO DUCT BANKS,INSTALL 3" COMMUNICATION CONDUIT FROM MANHOLE TO FRONT RIGHT CORNER OF LOAD SIDE CONDUIT OPENING OF PAD. 7. GROUT AS PER DETAIL SHEET 75. CONCRETE PAD NC 'R` 25 KV L VERFRONT SWITCHGEAR DDS-4 LIG DETAIL SHEET 39 OF 57 03 - 10 75" B C D E 10" NOTE 4 3" F I I I ' A I I NOTE 6 . G 16" _._._. .�.�. ._. ' ._._LOAD: SIDE - - --- - -- --- - 1Y' I ( i ty--- ENCLOSURE ° 14" 1 15 1 i.. NOTE 7 ANCHOR BRACKET 1"GROOVE FOR H 69" I I I ANCHOR BOLT a14" 1 1 I I GROUNDING WIRE N A I I J_ A T- 1 VT MIN. 18" I I O._._._.J._._._ ._. 1Y, $ I I SOURq SIDE 14„ ANCHOR BOLT DETAIL 4" NOTE 3 14 Y2" 13" 10" NOTE 1 a v2 55„ REINFORCING SCHEDULE 8 NUMBER LENGTH WEIGHT (LBS) OF #3 BARS 3iaiaiaiaiaii- BOX 5 71" 11.2 55"X 12"X 18"DEEP au= 12- 4 65" 8.5 3 28" 2.6 2"GROUT BASE NOTE 7 ' MINIMUM 4"WALL TOTAL WEIGHT (CONCRETE & REBAR)3911 LBS. SECTION A — A NOTE 2 15KV A B C D E F G H PMH - 9 11•• 8.5" 19" 19" 8.5" 51• 11" 32' PMH - 10 13" 13" 14.5" 14.5" 13" 7" 13" 30" PMH - 11 11•' 8.5" 19" 14.5" 13" 5" 11•' 32" NOTES: 1. PIERS ARE REQUIRED ON ALL SWITCHGEAR PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 23 FOR PIER DETAIL. 2. USE WIRE MESH FOR CONCRETE REINFORCEMENT AROUND DEEPWELL BOX. 3. ENDS OF RE-BAR SHALL REMAIN A MINIMUM OF 2"INSIDE OF CONCRETE AND SHALL BE INTERMEDIATE GRADE 60 AND CONFORM TO ASTM A615. 4. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE 5/8" X 10'COPPER CLAD GROUND RODS. GROUND RODS TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'-6". 5. FOR CLEARANCES ON ALL SIDES OF THE SWITCHGEAR REFERENCE DETAIL SHEETS 51 52,53 AND 54. 6. FOR PADS PLUMBED INTO DUCT BANKS,INSTALL 3"COMMUNICATION CONDUIT FROM MANHOLE TO FRONT RIGHT CORNER OF LOAD SIDE CONDUIT OPENING OF PAD. 7. GROUT AS PER DETAIL SHEET 15. CONCRETE PAD NC 'R` 15 KV L VERFRONT SWITCHGEAR DDS-4 LIG DETAIL SHEET 40 OF 57 03 - 10 126" B C D E 30" NOTE 4 1 F 4,• -- I I A --�-0, NOTE 6 G 22" j j -i- --O--LOADI SIDE-._.e- - - --- --- --- - 14" a I I I ENCLOSURE 16" I 11� 75"J I NOTE 8 ANCHOR BRACKET Y'X 2°GROOVE 5/8"DIA. J-- FOR GROUNDING H 84" 71----I--- NOTE 4 ANCHOR BOLT w I I WIRE AND CONTROL w 14' I I WIRING I I I I 1 1/2" A 71----I---- A MIN. I " I I I ._O._ _ d. 23" GS I I I U.RG�E SIDE ANCHOR BOLT DETAIL NOTE 3 �NOTE 1 zD^ 13° o^ 6.5 REINFORCING SCHEDULE " 66" NUMBER LENGTH WEIGHT (LBS) OF #3 BARS 6„ 5 122" 19.1 m BOX • aieieieu= 6 SO" 15.0 88"X 14"X 18"DEEP iai��iP" 12" 3 33" 3.1 MIN.4"WALL '*\2-GROUT EASE NOTE 7 ` _ TOTAL WEIGHT (CONCRETE & REBAR)7040 LB9. V NOTE 2 TIT SECTION 'A - A ' 25KV A B C D E F G H PMH — 9 15" 11" 22" 22" 11" 8" 16" 37" PMH — 10 18" 13" 20" 20" 13„ 11" 18" 34„ PMH — 11 15" 11" 22" 20" 13" 8" 18" 37" NOTES: 1. PIERS ARE REQUIRED ON ALL SWTCHGEAR PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 23 FOR PIER DETAIL. 2. USE WIRE MESH FOR CONCRETE REINFORCEMENT AROUND DEEPWELL BOX. 3. ENDS OF RE—BAR SHALL REMAIN A MINIMUM OF 2"INSIDE OF CONCRETE AND SHALL BE INTERMEDIATE GRADE 60 AND CONFORM TO ASTM A616. 4. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE S�8"X 10'COPPER CLAD GROUND RODS. GROUND RODS TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'—6". 5. FOR CLEARANCES ON ALL SIDES OF THE SWITCHGEAR SEE DETAIL SHEETS 51,52,53 AND 54. 6. FOR PADS PLUMBED INTO DUCT BANKS,INSTALL 3"COMMUNICATION CONDUIT FROM MANHOLE TO FRONT RIGHT CORNER OF LOAD SIDE CONDUIT OPENING OF PAD. 7. GROUT AS PER DETAIL SHEET 15. CONCRETE PAD POURED IN PLACE NC 'R` SUPERVISO YE CONTROL SWITCHGEAR DDS-4 LIG DETAIL SHEET 41 OF 57 03 - 10 LIFTING POINTS NOTE 3 °s G 0 SIpE FAp� a INCHES A B C D E E2 F G G2 W X 25KV 100 76 62 86 40 18 48 44 16 68 15 G2 G G2 75KV 84 60 50 74 30 15 36 38 11 52 15 NOTE 6 LOAD SIDE I. /. 12 6„ I X I m' a NOTE 5 20"' NOTE 9 W +p,; q °a' u NOTE 4 I "° o� .y F C D e,� g F•0.: /� I E2 E 4E2 I A 54„ � 4„ 14"MIN.I NOTE 1 4„ 12„ SOURCE SIDE SECTION "A - A!' FRONT 12" B ;12- A PLAN NOTES: 1. INSTALL 14" MINIMUM SMALL TO MEDIUM GRAVEL BASE.INCLUDE MINIMUM 12" GRAVEL FILL AROUND SIDES. 2. FOR CLEARANCES ON ALL SIDES OF THE SWITCHGEAR SEE DETAIL SHEETS 51,52,53,AND 54. 3. EACH PAD WILL INCLUDE FOUR - LIFTING POINTS RATED AT 2000 LBS EACH. 4. WHEN INSTALLING SPARE CONDUIT,CENTER DIMENSION LINES BETWEEN CONDUITS. 5. CONDUIT NOT TO EXTEND MORE THAN 3"ABOVE BOTTOM OF DEEPWELL. 6. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE 5�8" X 10'COPPER CLAD GROUND RODS. GROUND RODS TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'- 6". 7. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE PRECAST CONCRETE PAD. 8. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 23 FOR PIER DETAIL. 9. FOR PADS PLUMBED INTO DUCT BANKS,INSTALL 3" COMMUNICATION CONDUIT FROM MANHOLE TO FRONT RIGHT CORNER OF LOAD SIDE CONDUIT OPENING OF PAD. R PRECAST DEEPWELL PAD NC ' ` LIVE FRONT SWITCHGEAR DDS-4 LIG DETAIL SHEET 42 OF 57 03 — 10 I \ G ` \ a \ \ n \ \ \ \ SWITCHGEAR WAYS 8 \ \ SWITCH W B D WEIGHT \ 4-WAY 87 64 75 3750LBS I A 54 WAY 127 12 94 75 45 WAY ATO 127 12 94 75 5465LBS 4-5 WAY RSC 127 12 94 75 48" NOTE 5 12" 5„ m ' .c IF•—•il w � 4„_ea F . 6., O D _IIIiu uii s . a 1 NOTE 7 15„ fill B a L NOTE 6 12 TRENCH WALL, e° Li A 12° 41" _ W (4 WAY) � Do °�" 7.a•. W (5-6 WAY) NOTE 1 GRAVEL FILL PLAN SECTION "A - A" NOTES: 1. FOR STABILIZATION AND DRAINAGE INSTALL SMALL TO MEDIUM GRAVEL UNDER PAD DEEP WELL. 2. FOR CLEARANCES ON ALL SIDES OF THE SWITCHGEAR SEE DETAIL SHEETS 51,52,53 AND 54. 3. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY THE COMPANY INSPECTOR. REFERENCE DETAIL SHEET 23 FOR PIER DETAIL. 4. LIFT PAD WITH PROVIDED LIFTING POINTS ONLY.SEE LIFTING RINGS INSIDE WALL OF DEEP WELL. 5. CONDUIT NOT TO EXTEND MORE THAN 3"ABOVE BOTTOM OF DEEP WELL. 6. MINIMUM TRENCH DEPTH AT PAD TO TOP OF CONDUIT FOR THE FOLLOWING CONDUITS: 6" CONDUIT — 61" 4" CONDUIT — 47" 2"CONDUIT — 40" 7. REFER TO DETAIL SHEET 44 FOR CONDUIT LOCATIONS. B. ADDITIONAL AREA FOR CONTROL CABINET WHEN MOUNTING REMOTE SUPERVISORY CONTROLLED SWITCHGEAR. 9. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE 5'8" X 10'COPPER CLAD GROUND RODS. GROUND RODS TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 71— 6". 10. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE PRECAST CONCRETE PAD. PRECAST DEEPWELL PAD NC p" FOR 25 KV DEADFRONT SWITCHGEAR DDS-4 LIG DETAIL SHEET 43 OF 57 03 - 10 102" ENCLOSURE 6 WAY SWITCH — 98"WIDE LOAD SOURCE WAY 6 WAY 5 WAY 4 WAY 3 WAY 2 WAY 1 T 71 Ra SPARE ,4 NOTE r C 4 — — — — — — i— . . . . _ ._. m a � a , rNQTE 2 O 94"A 15'CONDUIT OPENING .7.V2 ae ✓ 0 s= 8 3481 15 >15" >15"A 17 58 X15". of E 315 102" ENCLOSURE 5 WAY SWITCH — 87"WIDE $ 10 12" 10 12" - °40 LOAD SOURCE 1.�0 p r •_a` 5 l2 LWLA�YT WFY 4 WAY 3 WAY 2 WpY 1 8 W ^> a 4 < a 77r SPARE Q NOTE :OrNOTE 2 94"x 15"jCONDUIT OPENING ea 01.`15 N2" a 015" 015" c17 &8" ,0. 15". 0a a 'ao15` " mm i 72" ENCLOSURE 4 WAY SWITCH — 85 78'WIDE a. e r----LOAD r---SOURCE--1 WAY 4 WAY 3 1' WAY 2 WAY 1 a4° d" V SPARE a e ' NOTES a r�— ---Q------Q---_ vaO,0�NOTE 2 64°P 15°CONDUIT OPEf ING S v° x3:11" aai si par' of _7 8" 15" 17 SS° 15° 8" NOTE: 1. CONDUIT SHALL BE CENTERED ON CENTER BUSHING OF EACH SWITCHED WAY. IF SPARE CONDUIT IS REQUIRED,BOTH SHALL BE CENTERED AS SHOWN ON CENTER BUSHING OF SWITCHED WAY. 2. FOR PADS PLUMBED INTO DUCT BANKS,INSTALL 3" COMMUNICATION CONDUIT FROM MANHOLE TO FRONT LEFT CORNER OF THE CONDUIT OPENING OF PAD. CONDUIT LOCATIONS DEAD FRONT NC 5 KV VISTA SWTCHGEAR DDS-4 LIG DETAIL SHEET 44 OF 57 03 — 10 NOTE 3,4 & 5 c aNOTE 7 °s 8 NOTE 1 100" MIN. NOTE 1 104" MIN. NOTE 2 WORK PLATFORM NOTE 6 SWITCHGEAR - \ PLATFORM Q)�' °s 65" MIN. as 6°TERMINATOR (� NOTE 1 AT 16"ON CENTER. (TYPICAL) PULLING EYE (20,000 LOS MIN. NOTE. 1. ALL DIMENSIONS SHOWN ARE MINIMUM INSIDE MEASUREMENTS. CONTACT DISTRIBUTION STANDARDS FOR ACTUAL MFG.DIMENSIONS. 2. LADDER,PLATFORMS,SUPPORT ANGLES AND COVER ARE PRE—INSTALLED. 3. STEEL DIAMOND PLATE TORSION ASSISTED COVERS. 4. VERTICAL LOADS TO COVER SHALL NOT EXCEED 16,000 LBS LIVE WHEEL WEIGHT. 5. VAULTS SHALL NOT BE INSTALLED IN LOCATIONS DESIGNATED ACCESSIBLE BY VEHICULAR TRAFFIC. 6. ADJUSTABLE SWITCHGEAR PLATFORM FOR 4—6 WAY SWITCHGEAR. 7. FOR CLEARANCES ON ALL SIDES OF THE SWITCHGEAR SEE DETAIL SHEETS 51,52,53 & 54. 8. CONTACT COMPANY REPRESENTATIVE ON WHERE TO ACQUIRE 5'8" X 10'COPPER CLAD GROUND ROD. GROUND ROD TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 71— V. 0. CONTACT COMPANY REPRESENTATVIE ON WHERE TO ACQUIRE PRECAST VAULT. PRECAST VAULT FOR NC p" SUBSURFACE DEADFRONT SWITCHGEAR DDS-4 LIG DETAIL SHEET 45 OF 57 03 - 10 100" MIN. 104" MIN. y I O _ u G ' w --- a i B B a _ I ~ I I I II I I I 36° MIN. 19, 36" 9s 64" La-A PLAN VIEW TOP VIEW CABLE LCOSWIOL SIDE y: y� o 12"MIN. E{=3 STANDING PLATFORM 19" 36" n 38°MOTOR e Z OPERATOR ADJUSTABLE 9" v <B °< in p, 34°MANUAL ro SWATFORMR > °. ' PLATFORM C WORK PLATFORM f• WORK PLATFORM 31"MANUAL oe PULLING EVE 27°MOTOR El N OPERATOR °e 45" 55" 22" 104" MIN. 100" MIN. SECTION B-B SECTION A A CROSS SUPPORT ANGLES NOT SHOWN PRECAST VAULT FOR NC p" SUBSURFACE DEADFRONT SWITCHGEAR DDS-4 LIG DETAIL SHEET 46 OF 57 03 - 10 A NOTE 3 a ; • COMPANY A WAYS CONDUITS -AS NEEDED THE MIDD E - _ a O CUSTOMER OWNED CONDUITS -AS NEEDED 00 00" I I I I ENCLOSURE DIMENSIONS 1 1 OPENING A B C D m _ L I_ p SIZE 00 00 W — 54 x 54 66" 66" 46" 46" a I I N I I I I A 10"I A REINFORCING SCHEDULE 66 x 66 $ I an•4 —I NUMBER OF #3 BARS LENGTH WEIGHT (LBS) -- - - -- 16 62" 31.1 _ _ _ _ _ _ _ _ _ _ i_ _ NOTE 4 20 6" 3.8 _I _ ° _ _I _ _ _ 4 8" 1.0 0.53 CU YARDS CONCRETE - � C �:� TOTAL WEIGHT OF PAD 2170 LBS B SECTION A—A 3" ' I I N • 8 I Q" III--III I #3 BAR x 5'-2" #3 BAR x 5'-2"� 'F-#3 BAR x O'-8"_i '� ' i e1-#3 BAR x O'er" •� 8��5-#3 BAR x 0'-6" @ 9" CENTERS�i�8�3" 1 I I I I 3-#3 BAR x 5'-2" @ 3" CENTERS -._ .. 4" SECTION B-B NOTE 1. SEE SHEET 49 FOR ENCLOSURE DETAILS. 2. CONDUIT CONFIGURATION WILL DEPEND ON QUANTITY AND SIZE OF CONDUITS. 3. PIERS SHALL BE INSTALLED ON ALL PADS. REFERENCE SHEET 23 FOR PIER DETAIL. 4. CONTRACTOR TO OBTAIN AND INSTALL (1)5B"X 8' COPPER GROUND ROD AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6". 5.REFERENCE SHEET 21 FOR ADDITIONAL NOTES. PAD DETAILS FOR N c p 54" X 54" " SECONDARY ENCLOSURE DDS-4 LIG DETAIL SHEET 47 OF 57 03 — 10 B A 0 NOTE 3 _I — — — I— — — —I — — — - — — — _I • COMPANY OWNED CONDUITS - AS NEEDED - ALWAYS IN THE MIDDLE OCUSTOMER OWNED CONDUITS - AS NEEDED U I I I I I 00 00 ENCLOSURE DIMENSIONS OPENING SIZE A B C D -I -I - 36 x 36 48" 48" 28" 28" A I I I A N L REINFORCING SCHEDULE 48 x 48 14- 10' 4. I OFN#3 BARS LENGTH WEIGHT (LBS) C-11 NOTE 4 18 a" 2.2 a — 12 6" 2.2— — ° — — _ I— — 4 8" 1.0 0.36 CU YARDS CONCRETE _. . . 0 C �:� TOTAL WEIGHT OF PAD 1485 LBS B SECTION A-A " g, Zo • • • N 8 4" lI #3 BAR x X-8 #3 BAR x 3-8"_i 1-#3 BAR x 0'-8"_ e1-#3 BAR x 0'-8" •� 8" 3-#3 BAR x 0" 3" 9" CENTERS �e I I I I 3-#3 BAR x 3'-8" @ 3" CENTERS N __ 4- 1. SECTION B-B NOTE 1. SEE SHEET 49 FOR ENCLOSURE DETAILS. 2. CONDUIT CONFIGURATION WILL DEPEND ON QUANTITY AND SIZE OF CONDUITS. 3. PIERS SHALL BE INSTALLED ON ALL PADS. REFERENCE SHEET 23 FOR PIER DETAIL. 4. CONTRACTOR TO OBTAIN AND INSTALL (1)6V X 8' COPPER GROUND ROD AS SHOWN. INSTALLATION DEPTH SHALL BE 7'- 6". 5.REFERENCE SHEET 21 FOR ADDITIONAL NOTES. PAD DETAILS FOR N C p 1` 36" X 36" SECONDARY ENCLOSURE DDS-4 LIG DETAIL SHEET 48 OF 57 03 - 10 ENCLOSURE ANCHOR BOLT & WASHER CONCRETE PAD G ANCHOR BOLT DETAIL a ACCESS DOORS ON °s FRONT AND REAR IIL - f - I I I I I I I I I II I I CY SPECIFICATIONS FRONT VIEW SIZE NORMAL RATING CENTER TAP RATING SETS OF HOLES 36 x 36 2000 AMPS 3500 AMPS 16 ANCHOR BOLT 54 x 54 3600 AMPS 6300 AMPS 24 LOCATION 00 00 00 00 0 0 • COMPANY CONDUITS — ALWAYS IN THE MIDDLE 00 00 O CUSTOMER CONDUITS ANCHOR BOLT ° ° LOCATION SEE DETAIL FRONT TOP VIEW NOTES: 1.WHEN INSTALLING NEAR A TRANSFORMER, MAKE SURE THERE IS AT LEAST 5 FT.OF CLEARANCE FROM THE FRONT AND REAR OF ENCLOSURE AND TRANSFORMER AND 3 FT.OF CLEARANCE ON EACH SIDE. 2.SEE SHEETS 47 AND 48 FOR PAD DETAILS. THREE PHASE MOUNTED PAD NC R SECONDARY ENCLOSURE DDS-4 LIG DETAIL SHEET 49 OF 57 03 - 10 1 SIDE 2 SIDES 3 SIDES V V A A A V V A V A 4 SIDES O O O O 0 O G O O O O O O O O TYPICAL LAYOUT FOR TRAFFIC AND PARKING s $ CONCRETE PAD \ 4"GALVANIZED PIPE y FILLED WITH CONCRETE 12" 12" NOTL 3 36" FINISHED GRADE NOTE 2 6. .D. 12" " b. b: .s. . o... O 'b'. 24 12"DIA HOLE 4 0.. L i� �� NOTE 4 b CONCRETE NOTE 2 NOTES' 1.INSTALL GUARD POST WHERE PROTECTION FROM DAMAGE DUE TO VEHICULAR TRAFFIC IS NEEDED. 2,DISTANCE BETWEEN POSTS SHOULD NOT EXCEED 4 FEET. ADD ADDITIONAL POSTS WHERE NECES- SARY TO MEET THIS CONDITION. VERIFY LOCATION OF POST IN FRONT OF TRANSFORMER TO ALLOW FOR DOOR OPENING. 3.INCREASE HEIGHT TO 48"AND DEPTH TO 36"IN TRUCK LOADING AREAS, AND INCREASE SIZE TO 6"GALVANIZED PIPE, 4.THIS DISTANCE TO BE LARGE ENOUGH TO ALLOW FULL OPENING OF ALL EQUIPMENT DOOR(S). CONTACT COMPANY REPRESENTATIVE TO VERIFY DIMENSION. NC p" GUARD POST INSTALLATION DDS-4 LIG DETAIL SHEET 50 OF 57 03 - 10 FIRE ESCAPE NOTE 4 A NOTE 4 CONTAINMENT DIKE,NOTE 5 TRANSFORMER PAD °s A PLAN c a WINDOW OR VENTILATING r TRANSFORMER DUCT NOTE 7 8 NOTE 6 BfNOTE n NOTE 6 6 FIRE ESCAPE r� ELEVATION NOTE 2 TRANSF. BUILDING CONSTRUCTION WINDOWS, DOORS & FIRE TYPE FIRE RESISTIVE NON- FIRE RESISTIVE VENTS ESCAPES CONTAINMENT NOS —BUILDING OR NOTE 3 DIKE,NOTE 5 STRUCTURE 1 PHASE 5'-0" 10'-0" 10'-0" 20'-0" 3 PHASE 5'-0" 15'-0" 15'-0" 20'-0" NOTE 6 CLEARANCE TABLE iLi DETAIL "A—A" NOTES: 1. CLEARANCE FROM BUILDING WALLS SHALL COMPLY WITH THE CLEARANCE TABLE. ALL DIMENSIONS SHOWN ARE MINIMUM DIMENSIONS. 2. WHERE THERE ARE BUILDING EAVES OR OVERHANGS WITHIN 25'-0"ABOVE GROUND,CLEARANCE SHALL BE MEASURED HORIZONTALLY BEGINNING FROM THE EDGE OF THE EAVE OR OVERHANG. 3. FIRE RESISTIVE BUIILDING WALLS INCLUDE BRICK AND MASONRY STRUCTURES THAT HAVE A 2 HOUR FIRE RATING. 4. CLEARANCE TO BUILDING DOORS,WINDOWS,VENTS AND FIRE ESCAPES TO BE MEASURED RADIALLY. 5. LIQUID FLOW OF AREA SURROUNDING TRANSFORMER SHOULD BE AWAY FROM BUILDING. WHERE GROUND IS FLAT OR SLOPES TOWARD BUILDING,A DIKE SUFFICIENT TO CONTAIN ALL TRANSFORMER OIL FOR TRANSFORMERS 500 KVA AND LARGER SHALL BE PROVIDED. 6. CLEARANCES ARE MEASURED FROM PAD EDGE TO BUILDING WALL,OPENING,OVERHANG OR FIRE ESCAPE UNLESS A CONTAINMENT DIKE IS UTILIZED. IF A CONTAINMENT DIKE IS UTILIZED,CLEARANCE IS MEASURED FROM DIKE. 7. CLEARANCES FOR WINDOWS AND VENTS ABOVE TRANSFORMER ARE MEASURED RADIALLY FROM CLOSEST POINT ON TRANSFORMER. 8. PADMOUNTED TRANSFORMERS SHALL BE POSITIONED SUCH THAT HOTSTICK USE IS NOT REQUIRED ON THE SIDE FACING THE BUILDING. IF HOTSTICK USE IS REQUIRED ON THE BUILDING SIDE,CLEARANCES SHOWN IN DETAIL SHEET 52 SHALL BE MAINTAINED. 9. THERE SHOULD NOT BE ANY ABOVE GROUND OBSTRUCTIONS, SUCH AS SHRUBS, COOLING TOWERS, GAS METERS,FENCING,ETC.WITHIN 5'-O'OF PAD OR OVERHANGS ABOVE PAD FACILITIES. REFERENCE DETAIL SHEET 52 FOR SCREENING CLEARANCES AROUND PADMOUNTED EQUIPMENT. 10. THERE SHOULD NOT BE ANY PIPING OR CONDUIT UNDER THE PAD (EXCEPTION: MUTUALLY AGREED UPON COMMUNICATION CONDUITS) OTHER THAN THOSE ENTERING THE TRANSFORMER. 11. TRANSFORMERS SHALL NOT OBSTRUCT FIRE LANE. 12. IT IS THE OWNER'S RESPONSIBILITY TO COMPLY WITH ANY INSURANCE REGULATIONS AFFECTING THE PREMISES. CLEARANCES OF NC p" PADMOUNTED TRANSFORMERS FROM BUILDINGS DDS-4 LIG DETAIL SHEET 51 OF 57 03 - 10 BUILDING WALL NOTE 1 s c a J J J J 10' EQUIPMENT 10' z PAD z $ w NOTE 2 NOTES 4 & 5 NOTE 2 w w 10' NOTE 2 NOTE 3 NOTES: 1. CLEARANCES TO BUILDING WALLS SHALL BE THE GREATER OF: CLEARANCES LISTED IN DETAIL SHEET 51 FOR OIL FILLED EQUIPMENT, 10 FEET IF HOT STICK USE IS REQUIRED ON THIS SIDE OF EQUIPMENT,OR 5 FEET IF HOT STICK USE IS NOT REQUIRED ON THIS SIDE OF EQUIPMENT. 2. A MINIMUM OF 5 FEET CLEARANCE IS ALLOWED IF "HOT STICK"USE IS NOT REQUIRED 3. GATE SHALL OPEN OUTWARD AND THE WIDTH SHALL BE NO LESS THAN 10 FEET. 4. WHERE GROUND IS FLAT OR SLOPES TOWARD BUILDING,A DIKE SUFFICIENT TO CONTAIN ALL OIL FOR TRANSFORMERS 500 KVA AND LARGER SHALL BE PROVIDED, REFERENCE DETAIL SHEET 51. 5.WHEN TRANSFORMERS ARE INSTALLED, SCREENING WALLS SHALL PROVIDE ADEQUATE VENTILATION. CLEARANCES AROUND NC R PADMOUNTED EQUIPMENT DDS-4 LIG DETAIL SHEET 52 OF 57 03 - 10 TRANSFORMER CLEARANCE DETAILS 60" MIN. 42" MIN. 42" MIN. I I TRANSFORMER OR SWNCHGEAR D I I g GROUND LEFT SIDE GAS RIGHT SIDE GAS o METFA OPTION ELEVATION VIEW METER OPTION G o _ r BACK SIDE GAS METER OPTION 45" MIN. 8 60" MIN. 42" MIN. TRANSFORMER OR SWITCHGEAR - - - --- - DO NOT INSTALL GAS METER IN 4X4 FRONT OF A TRANSFORMER OR LEFT SIDE GAS IN FRONT OF OR BEHIND SV.TCHGEM RIGHT SIDE GAS METER OPTION METER OPTION PLAN VIEW PEDESTAL CLEARANCE DETAILS 36" MIN. 18" MIN. METE SIDE GAS 16" MIN. METER OPTION rc O z NOTES: 0 1. MEASUREMENTS ARE REFERENCED FROM c 1 THE INLET GAS RISER. LEFT SIDE GAS �" 2. THE MEASUREMENTS WILL ENSURE: METER OPTION GROUND A.THAT A MINIMUM CLEARANCE OF 36" IN.IS ATTAINED BETWEEN THE ENTIRE GAS METER INSTALLATION AND THE PADMOUNTED EQUIPMENT ELEVATION VIEW AND B.THAT A MINIMUM CLEARANCE OF 12 IN.IS ATTAINED BETWEEN THE BACK SIDE GAS ENTIRE GAS METER INSTALLATION METER OPTION AND ALL OTHER ABOVEGROUND FACILITIES INCLUDING ELECTRIC LEFT SIDE GAS AND OTHER UTILITY PEDESTALS METER OPTION 1" MIN. 18" MIN. AND HANDHOLES. 3. THIS STANDARD APPLIES TO 630 GAS of METER INSTALLATIONS AND SMALLER. FOR LARGER METER INSTALLATIONS, 36" MIN. CONTACT COMPANY REPRESENTATIVE FOR ASSISTANCE. 21" MIN. 4. THIS DRAWING IS TYPICALLY USED WHEN THE GAS MAIN IS LOCATED IN AN ALLEY OR DEDICATED UTILITY FRONT SIDE GAS EASEMENT. METER OPTION PLAN VIEW ABOVEGROUND CLEARANCES NC R FROM GAS METER INSTALLATIONS DDS-4 LIG DETAIL SHEET 53 OF 57 03 - 10 NOTE 2 °s G NOTE 1 Y r I I $ j O TRANSFORMER a OR zy SWITCHGEAR W I I V I I I GROUND _m-m-m_m m m mm 115115115115111 ° � m-mm 11 m m -11 H 11 11 11 1 11 11 11 11 11 11 11111111 mm mm 11 �� i iiiiii Hill 1. PADMOUNTED EQUIPMENT,PEDESTALS AND OTHER ABOVE GROUND ENCLOSURES SHOULD BE LOCATED NOT LESS THAN 4 FEET FROM FIRE HYDRANTS.WHERE CONDITIONS DO NOT PERMIT A CLEARANCE OF 4 FEET, A CLEARANCE OF NOT LESS THAN 3 FEET IS ALLOWED. 2. ALL ABOVE GROUND METALLIC POWER AND COMMUNICATION EQUIPMENT (PEDESTALS,TRANSFORMER CASES, APPARATUS CASES,ETC.(THAT ARE SEPARATED BY A DISTANCE OF 6 FEET OR LESS SHALL BE BONDED. REFERENCE DETAIL SHEET 16 FOR METHOD FOR PROVIDING FOREIGN UTILITY COMPANY EQUIPMENT GROUND. CLEARANCES OF ABOVEGROUND NC 'R` EQUIPMENT ENC OSURES ANDFOREIGN EQUIPMENT DDS-4 LIG DETAIL SHEET 54 OF 57 03 - 10 • SOURCE CONDUITS,AS REQUIRED, TYPICALLY IN THE MIDDLE B A NOTE 3 ' 1 ENCLOSURE DIMENSIONS ENCLOSURE � I I SIZE A B C D A A 44" x 24" 54" 32" 38" 16" 1 W Lm I I 18"I I I N• � a° I I REINFORCING SCHEDULE ^ 4" 1 NUMBER LENGTH WEIGHT (LBS) I� I� NOTE 4 OF #3 BARS L 4 50" 6.3 4 28" 3.5 0.15 CU YARDS CONCRETE- PAD C 0.065 CU.YARDS CONCRETE- PIERS B TOTAL WEIGHT OF PAD- 583 LBS TOTAL WEIGHT OF PIERS-262 LBS 2" 2-#3 BAR x 2'-4" Pu 3" g SECTION A—A 3" 2 f2�-#3 BAR x 4'-2" SECTION B—B NOTES: 1. SEE SHEET 56 FOR ENCLOSURE DETAILS. 2. CONDUIT CONFIGURATION WILL DEPEND ON QUANTITY AND SIZE OF CONDUITS. 3. PIERS SHOULD BE INSTALLED ON ALL PADS TO A DEPTH OF 5 FEET UNLESS ROCK OR OTHER HARD SURFACES ARE ENCOUNTERED. IF ROCK OR OTHER HARD SURFACES ARE ENCOUNTERED PRIOR TO A 5 FOOT DEPTH,PIERS SHOULD EXTEND 6 INCHES INTO HARD SURFACE. REFERENCE SHEET 17 FOR PIER DETAIL. 4. RECOMMENDED LOCATION FOR 5'e"X 8' COPPER GROUND ROD AS SHOWN. 5. SERVICE ENCLOSURES,WHEN REQUIRED,ARE TO BE PROVIDED BY COMPANY AND INSTALLED BY CONTRACTOR. 6. THE CONTRACTOR IS TO PROVIDE,INSTALL AND MAINTAIN (1)THE PAD,ASSOCIATED RACEWAYS AND CABLE FROM THE SERVICE ENCLOSURE TO THE PADMOUNTED TRANSFORMER AND 12)THE CABLE AND ASSOCIATED RACEWAYS FROM THE SERVICE ENCLOSURE TO THE METERS. PAD DETAILS FOR N C R SERVICE ENCLOSURE DDS-4 LIG DETAIL SHEET 55 OF 57 03 - 10 a ENCLOSURE ANCHOR BOLT & WASHER CONCRETE PAD c ANCHOR BOLT DETAIL °s ACCESS DOOR 8 SPECIFICATIONS CENTER TAP RATING SETS OF SET SETS OF HOLES FRONT VIEW SCREWS 2500 AMPS 30 18 ANCHOR BOLT LOCATION c n • SOURCE CONDUITS — ALWAYS IN THE MIDDLE 4" 4" NOTE 3 ANCHOR BOLT LOCATION TOP VIEW SEE DETAIL NOTES: 1. SEE SHEET 55 FOR PAD DETAILS. 2. CONDUIT CONFIGURATION WILL DEPEND ON QUANTITY AND SIZE OF CONDUITS. 3. RECOMMENDED LOCATION FOR Vr X 8' COPPER GROUND ROD AS SHOWN. 4. SERVICE ENCLOSURES,WHEN REQUIRED,ARE TO BE PROVIDED BY COMPANY AND INSTALLED BY CONTRACTOR. 5. THE CONTRACTOR IS TO PROVIDE,INSTALL AND MAINTAIN (1)THE PAD,ASSOCIATED RACEWAYS AND CABLE FROM THE SERVICE ENCLOSURE TO THE PADMOUNTED TRANSFORMER AND (21THE CABLE AND ASSOCIATED RACEWAYS FROM THE SERVICE ENCLOSURE TO THE METERS. PAD MOUNTED NC R SE44""I XE 52"CX024 RE DDS-4 LIG DETAIL SHEET 56 OF 57 03 - 10 o CONDUIT RISER SHALL BE SCH.80 PVC. 4'MIN. 0 6'MAX. FINISHED GRADE G � REFERENCE SHEET 9 FOR BEND RADIUS 8 TYPICAL SINGLE METER INSTALLATION j NOTE 7 r SERVICE ENCLOSURE (NOTE 1& 3)?/- NOTE 4 0 0 0 00 0o EO 0 ❑ 00 4'MIN. ❑ 6'MAX. COUDUIT SHALL CENTER BUS WILL BE FINISHED BE SCH.80 PVC NOTE 6� POWER LEG r GRADE I Tuill III - IIII HHHH, OM ER R LL aieiei ieu- rueii wu ieieiei� ai u�ae�i�g�g- REFERENCE SHEET 9 -iLe u-iT=iYei EiTi=wu- nEwdTeieu=iT_ - FOR BEND RADIUS TYPICAL MULTIPLE METER INSTALLATION TYPICAL METER PACK WITH SERVICE ENCLOSURE INSTALLATION NOTES: 1. SERVICE ENTRANCE ENCLOSURE (FOR MULTIPLE METER INSTALLATIONS) PROVIDED BY COMPANY AND INSTALLED BY CONTRACTOR FOR SERVICE ENTRANCES THROUGH 2500 AMPS. CONTACT COMPANY REPRESENTATIVE FOR INFORMATION. 2. METER SOCKETS INSTALLED BY CONTRACTOR. 3. REFERENCE ONCOR'S "ELECTRIC SERVICE GUIDELINES" FOR METER AND SERVICE ENCLOSURE INFORMATION. 4, CONDUCTORS,RACEWAY AND GUTTER PROVIDED AND INSTALLED BY CONTRACTOR. 5. SERVICE ENTRANCE CONDUCTORS TO BE CONTINUOUS FROM METER SOCKET INTO SEVICE ENCLOSURE. 6. METER DISCONNECT SWITCH AS ALLOWED BY LOCAL INSPECTION AUTHORITY. VERIFY ACCEPTANCE PRIOR TO INSTALLATION. 7. CONTACT COMPANY FOR APPROVAL OF METER PACKS PRIOR TO LETTING BIDS AND INSTALLING EQUIPMENT. 8. EACH SOCKET MUST BE CLEARLY AND PERMANENTLY MARKED ON THE INTERIOR AND EXTERIOR OF THE METER SOCKET TO INDICATE EACH APARTMENT OR LOCATION SERVED. NC p" TYPICAL METER INSTALLATIONS DDS-4 LIG DETAIL SHEET 57 OF 57 03 - 10 SECTION IV SPECIAL PROVISIONS SPECIAL PROVISIONS INDEX SP-1 General SP-26 Prosecution of Construction SP-2 Project Description SP-27 Liquidated Damages SP-3 Definitions SP-28 Occupational Safety and SP-4 Information Concerning Health Act Conditions SP-29 Easements/Right-Of-Way SP-5 Addenda SP-30 Right of Entry SP-6 Proposed Guaranty SP-31 Authority and Duties of SP-7 Filing of Proposal Inspector SP-8 Rejection of Proposals SP-32 Owner-Engineer SP-9 Disqualification of Bidders Relationship SP-10 Qualification to Perform SP-33 Professional Inspection by Engineer SP-11 Award of Contract SP-34 Copies of Plans and SP-12 Bonds—Amount and Terms Specifications Furnished SP-13 Insurance Requirements SP-35 Verification of SP-14 Policy Endorsements and Measurements Special Conditions SP-15 Order of Work SP-36 Pay Items — Incidental Construction SP-16 Priority of Contract SP-37 Omissions Documents SP-38 Minimum Wage Rates SP-17 Warranty SP-39 Losses from Natural Causes SP-18 Lines and Grades SP-40 Explosives, Blasting, Etc. SP-19 Inspection and Testing SP-20 Indemnification SP-41 Work with Own Forces SP-42 Project Name Construction SP-21 Sales Tax Signs SP-22 Traffic Control SP-43 Water for Construction SP-23 Trench Safety SP-44 Owner's Right to Suspend SP-24 Work-Site Area and Clean- Work and Annul Contract up SP-45 Ownership of Drawings SP-25 Existing Structures, Facilities and Improvements SP-46 Adequacy of Design SPECIAL PROVISIONS SP-1: GENERAL For this contract, the General Provisions (Division 100) of the "Public Works Construction Standards- North Central Texas" adopted by the North Central Texas Council of Governments (NCTCOG), October 2004 Edition, with all amendments thereto, shall govern and shall constitute as the Special Provisions except as herein amended, modified or supplemented. Omission of any section from this Project's Contract Documents does not mean that such section is not applicable to this Project. The NCTCOG General Provisions will be referred to as the General Provisions (GP)and will not be physically bound with the other contract documents.. Copies may be obtained from the North Central Texas Council of Governments. The following Special Provisions shall take precedence over all other contract conditions, specifications and agreements. SP-2: PROJECT DESCRIPTION The work associated with this Project includes, but is not limited to, the following tasks: 1. Installation of electric and telecommunications conduit by open trench, conventional bore, and directional bore 2. Removal and replacement of fences 3. Removal and replacement of turfgrass, shrubs, ornamental trees 4. Property restoration SP-3: DEFINITIONS Modify GP Item 101.1 Definitions as follows: The word "City" or "OWNER" in these documents shall be understood as referring to: The City of North Richland Hills, Texas 4301 City Point Dr. North Richland Hills, Texas 76180 The word "Engineer" in these documents shall be understood as referring to the project manager within the OWNER's Public Works Department. IV - 1 Special Provisions The word "Inspector" in these documents shall be understood as referring to the technical construction inspector within the OWNER's Public Works Department. The word "OWNER's Representative" in these documents shall be understood as referring to the OWNER's Director of Public Works, Public Works Technical Construction Inspector(s), Engineer of the OWNER, or such other Engineer or Supervisor as may be authorized by the OWNER to act in any particular position. Any reference to "Special Conditions" or "Supplemental Special Conditions" shall be understood as referring to these Special Provisions. SP-4: INFORMATION CONCERNING CONDITIONS Add the following to GP Item 102.3. Examination of Plans, Specifications and Site of the Work: Prospective bidders shall make a careful examination of the entire site of the project and shall make such explorations as may be necessary to determine the subsoil and water conditions to be encountered; improvements and obstructions which may be encountered, especially those to be protected; methods of providing ingress and egress to private as well as public property; methods of handling traffic during construction and maintenance of the entire project as well as any section thereof; protection of all existing structures both above and below ground; and how the plans fit the proposed project and especially if any discrepancies exist. The accuracy of the information furnished by the Engineer or the plans and specifications as to underground structures and surface structures, foundation conditions, character of soil, position and quality of ground and subsoil water, etc., are not guaranteed by the OWNER. Subsurface exploration, to ascertain the nature of the soils at the project site, including the amount of rock, if any, is to be the responsibility of any and all prospective bidders. Whether prospective bidders perform this subsurface exploration jointly or independently, it shall be left to the discretion of such prospective bidders. Subsurface exploration shall not be attempted without the approval of the Engineer. SP-5: ADDENDA Bidders wanting further information, interpretation or clarification of the Contract Documents must make their request in writing to the Engineer at least eight (8) days prior to the Bid Opening. Answers to all such requests will be made a part IV - 2 Special Provisions of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find discrepancies in, or omission from the Contract Documents, or should he/she be in doubt as to their meaning, he/she should at once notify the Engineer in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective bidder who has requested and received a bid packet. The bid proposal as submitted by the bidder must be so constructed as to include any addenda issued by the Engineer prior to 24 hours of the bid opening, with the appropriate recognition of addenda so noted in the bid proposal. SP-6: PROPOSED GUARANTY Modify GP Item 102.5. Proposal Guaranty to include: The five percent(5%) proposal guaranty shall be five percent(5%)of the largest possible total for the bid submitted. SP-7: FILING OF PROPOSAL Add the following to GP Item 102.6. Filing of Proposals: Bids, affidavits and proposed construction schedules must be submitted in sealed envelopes within the time limit for receiving proposals, as stated in the "NOTICE TO BIDDERS", which envelopes bear a legible notation, "PROPOSAL", and the name of the project. The original copy shall be filed with the City of North Richland Hills in the office of the City Secretary at City Hall. SP-8: REJECTION OF PROPOSALS Add the following reasons to GP Item 102.11. Rejection of Proposals: (7) Proposals that are incomplete insofar as the required signatures, proposal guaranty, or containing any material irregularities. SP-9: DISQUALIFICATION OF BIDDERS Add the following reason to GP Item 102.12. Disqualification of Bidders: (9) where more than one proposal for an individual firm, partnership, or corporation is filed under the same or different names and where such proposals are not identical in every respect. IV - 3 Special Provisions SP-10: QUALIFICATION TO PERFORM The OWNER may make such investigations as he/she deems necessary to determine the bidder's ability to perform the work, and the bidder shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any bid if the evidence submitted fails to satisfy the OWNER that such bidder can properly carry out the obligations of the contract and to complete the work contemplated therein. SP-11: AWARD OF CONTRACT Add the following to GP Item 103.2. Award of Contract and Commencement of Work: The award, if made, shall be on the basis of the lowest acceptable bid submitted by a qualified responsible bidder, as determined by the OWNER, within 60 days after the opening of proposals. In determining the lowest acceptable bid, the OWNER will consider all relative factors such as: efficiency of a single contractor in the project area, increase in public safety due to a single contractor's operations, length of construction, coordination of construction activities, previous experience the OWNER may have had with the bidder, effects on area traffic due to construction detours and efficient use of City funds. The right is reserved, as the interest of the OWNER may require, to reject any and all bids and to waive any formality in bids received. It is the intention of the OWNER to award a single contract for this work. SP-12: BONDS -AMOUNT AND TERMS In addition to GP Item 103.3. Surety Bonds, add the following: With the execution and delivery of the contract, the CONTRACTOR shall furnish and file with the City in the amount herein required, the following surety bonds: (1) A good and sufficient Performance Bond in an amount equal to one hundred ten percent (110%) of the total awarded contract price, guaranteeing the full and faithful execution of the work and performance of the contract and for the protection of the City against any improper execution of the work or the use of inferior materials. (2) A good and sufficient Payment Bond in an amount equal to one hundred percent (100°/x) of the total awarded contract price, guaranteeing payment for all labor, materials and equipment used in the construction of the project. IV - 4 Special Provisions (3) A good and sufficient Maintenance Bond in an amount equal to twenty percent (20%)of the final contract price, guaranteeing the maintenance in good condition of such project for a period of two (2)years from and after the time of its completion and acceptance by the City. General conditions for bonds are as follows: 1. The surety on each bond must be a responsible surety company which is licensed and qualified to do business in the State of Texas (surplus lines carriers are not acceptable)and satisfactory to the City. No surety will be accepted who is in default or delinquent on any bond or who is interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the CONTRACTOR to the effect, and the CONTRACTOR shall forthwith substitute a new Surety or Sureties satisfactory to the City. (Texas Lloyd's Plan carriers are not acceptable.) No payment will be made under the contract until the new Surety or Sureties, as required, have qualified and have been accepted by the City. The contract shall not be operative nor shall any payments be due until approval of the bonds has been made by the City. 2. The surety company should be listed in the current circular of the "Federal Register - Department of the Treasury - Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies". 3. The surety shall/must have an underwriting limitation (as shown in the Federal Register) to cover 110% of the project cost. Exceptions to a requirement may be made in unusual circumstances, subject to approval by the Office of Risk Management and the City Attorney's Office. 4. All bonds shall be made on forms furnished by the City and shall conform to the requirements as set forth herein. 5. Each Bond shall be executed by the CONTRACTOR and the Surety. The name and residence of each individual party to the bond shall be inserted in the body thereof, and each such party shall sign the bond with his/her usual signature on the line opposite the scroll seal, and if signed in the States of Main, Massachusetts, or New Hampshire, an adhesive seal shall be fixed opposite the signature. 6. If the principals are partners, their individual names will appear in the body of the bond or on proceeding pages to be included with said bond with the recital that they are partners composing a firm, naming it, and all the members of the firm shall execute the bond as individuals. IV - 5 Special Provisions 7. The signature of a witness shall appear in the appropriate place, attesting the signature of each individual party to the bond. 8. The principal or surety shall be a corporate surety; the name of the state in which incorporated shall be inserted in the appropriate place in the body of the bond or on proceeding pages to be included with said bond, and said instrument shall be executed and attested under the corporate seal, the fact shall be stated, in which case a scroll or adhesive seal shall appear following the corporate name. 9. The official character and authority of the person or persons executing the bond for the principal, if a corporation, shall be certified by the secretary or assistant secretary according to the form attached hereto. In lieu of such certificate, records of the corporation as will show the official character and authority of the officer signing, duly certified by the secretary or assistant secretary, under the corporate seal, to be true copies. 10. The date of any bond must not be prior to the date of the contract in connection with which it is given. SP-13: INSURANCE REQUIREMENTS In addition to the provisions of GP Item 1.03.4. Insurance, add the following: Workmen's Compensation Insurance: Statutory requirements as specified by the Workmen's Compensation Law of the State of Texas and adopted by the Texas Workers' Compensation Commission per Title 28, TAC §110.110. Workers' Compensation Insurance Coverage: A. Definitions: (1) Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees (including those subject to a coverage agreement) providing services on a project for the duration of the project. (2) Building or construction - Has the meaning defined in the Texas Labor Code, §406.096(e)(1). IV - 6 Special Provisions (3) Contractor - A Person bidding for or awarded a building or construction project by a governmental entity. (4) Coverage - Workers' compensation insurance meeting the statutory requirements of the Texas Labor Code, §401.011(44). (5) Coverage Agreement - A written agreement on form TWCC-81, form TWCC-82, form TWCC-83, or form TWCC-84, filed with the Texas Workers' Compensation Commission which establishes a relationship between the parties for purposes of the Workers' Compensation Act, pursuant to the Texas Labor Code, Chapter 406, Subchapters F and G, as one of employer/employee and establishes who will be responsible for providing workers' compensation coverage for persons providing services on the project. (6) Duration of the project - Includes the time from the beginning of the work on the project until the work on the project has been completed and accepted by the governmental entity. (7) Persons providing services on the project ("subcontractor" in §406.096)- Includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the CONTRACTOR and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. (8) Project- Includes the provision of all services related to a building or construction contract for a governmental entity. B. The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the CONTRACTOR providing services on the project for the duration of the project. IV - 7 Special Provisions C. The CONTRACTOR must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the project the CONTRACTOR must prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The CONTRACTOR shall obtain from each person providing services on the project and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the CONTRACTOR, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The CONTRACTOR shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The CONTRACTOR shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the CONTRACTOR knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The CONTRACTOR shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the project, for the duration of the project; IV - 8 Special Provisions (2) provide to the CONTRACTOR, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the CONTRACTOR, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts, and provide to the CONTRACTOR: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file forthe duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1)- (7), with the certificates of coverage to be provided to the person forwhom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the governmental entity that all employees of the CONTRACTOR who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may IV - 9 Special Provisions subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The CONTRACTOR's failure to comply with any of these provisions is a breach of contract by the CONTRACTORwhich entitles the governmental entity to declare the contract void if the CONTRACTOR does not remedy the breach within ten (10) days after receipt of notice of breach from the governmental entity. In accordance with statutory requirements, the CONTRACTOR shall: (1) provide coverage for its employees providing services on the project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on the project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven (7) days after receipt by the contract, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file forthe duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after contractor knew or should have known, of any change that materially affects the IV - 10 Special Provisions provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any otherlanguage common to the worker population. The text for the notices shall be the following text in Figure 1 provided by the commission on the sample notice, without any additional words or changes: Figure 1: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee" "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." In GP Item 103.4.1.2. Commercial General Liability, change the respective limits as follows: Contractor's General Liability and Property Damage Insurance: Bodily Injury (or Death) $ 600,000 each occurrence Property Damage $ 600,000 each occurrence IV - 11 Special Provisions SP-14: POLICY ENDORSEMENTS AND SPECIAL CONDITIONS In addition to the provisions of GP Item 103.4.5. Policy Endorsements and Special Conditions, add the following: (a) CONTRACTOR will not be issued a Work Order to commence work on this Contract until he/she has obtained all the insurance required under this section and such insurance has been approved by the OWNER or his representative. (b) CONTRACTOR shall procure and shall maintain during the life of this Contract, insurance coverage as herein specified, and in case of any work sublet, shall require any subcontractor in like mannerto secure and maintain such minimum limits of insurance coverage, also. (c) The CONTRACTOR shall furnish the OWNER with certificates showing the type, amount, class of operations covered, effective dates, and dates of expiration of policies. Such certificates shall contain substantially the following statement: "The insurance covered by this certificate will not be canceled or materially altered except after thirty (30) days written notice has been received by the OWNER." SP-15: ORDER OF WORK Add the following to GP Item 103.6. Notice to Proceed and Commencement of Work: The CONTRACTOR shall be fully responsible for proper coordination for the relocation of utilities (i.e. power poles, electrical lines, gas lines, telephone lines, television (TV) cable lines, buried cables, etc.) public and private unless otherwise noted on the plans/drawings. SP-16: PRIORITY OF CONTRACT DOCUMENTS Delete GP Item 105.1.1. Priority of Contract Documents and substitute the following: In case of conflict between contract documents, priority of interpretation shall be in the following order: (1) This Agreement (2) Addendum(s) (3) "Notice to Bidders" advertisement (4) Bidder's Proposal (5) Special Instruction to Bidders (6) Performance, Payment and Maintenance Bonds IV - 12 Special Provisions (7) Certification of Insurance (8) Notice to Proceed (9) Technical Specifications (10) City of North Richland Hills' Public Works Design Manual (11) Special Provisions (12) General Provisions (13) Special Specifications (14) Project Construction Plans/Drawings (15) Special Material and/or Equipment Specifications (16) Special Material and/or Equipment Drawings (17) "Public Works Construction Standards - North Central Texas" adopted by the North Central Texas Council of Governments (NCTCOG), October 2004 Edition (18) North Central Texas Council of Government references SP-17: WARRANTY In GP Item 105.2.2. Special Warranty, change all references from one year to two (2) years and add the following: Notwithstanding any certificate which may have been given by the Engineer, if any materials, equipment or any workmanship which does not comply with the requirements of this contract shall be discovered within two (2) years after completion of construction of the project, and acceptance by the OWNER, the CONTRACTOR shall replace such defective materials or equipment, or remedy any such defective workmanship within ten (10) days after notice in writing of the existence thereof shall have been given by the OWNER or Engineer. In the event of failure of the CONTRACTOR to replace any such defective materials or equipment or to remedy defective workmanship as herein provided, the OWNER may replace such defective materials or equipment or remedy such workmanship as the case may be and in such event the CONTRACTOR shall pay to the OWNER the cost and expense thereof. SP-18: LINES AND GRADES Add the following to GP Item 105.4. Construction Stakes: The CONTRACTOR is responsible to provide all construction staking underthis contract. All work under this contract shall be constructed in accordance with the lines and grades shown on the plans/drawings. The full responsibility for the holding to alignment and grade shall rest upon the CONTRACTOR. IV - 13 Special Provisions The CONTRACTOR shall protect all property corner markers, and when any such markers or monuments are in danger of being disturbed, they shall be properly referenced and if disturbed shall be reset at the expense of the CONTRACTOR. SP-19: INSPECTION AND TESTING Add the following to GP Item 106.5. Samples and Tests of Materials: The CONTRACTOR shall be responsible for paying for all testing and testing related items (acquiring specimens, proper specimen control, etc.) on this Project. During the progress of the work, all materials, equipment and workmanship shall be subjected to such inspections and tests as will assure conformance with the contract requirements. The CONTRACTOR shall furnish at his/her expense all necessary specimens and samples for testing. Sampling and testing of all materials or construction methods shall be performed by a commercial laboratory, approved by the Engineer, and permitted with the City of North Richland Hills' Public Works Department. When the CONTRACTOR's materials, construction items or products incorporated in the project fail to satisfy the minimum requirements of the initial test and he/she has to bear the cost of any retesting, he/she shall be responsible for any and all cost associated with such retesting. If in this situation, the CONTRACTOR utilizes the same testing laboratory as the OWNER, the CONTRACTOR shall pay said testing laboratory in full or the testing laboratory shall be able to gain recourse through the CONTRACTOR's Payment Bond. In the event a conflict arises concerning the interpretation of A.S.T.M., A.C.I., A.W.W.A., etc., specifications/standards, the Engineer shall make his/her determination of the interpretation and his/her determination shall be final. SP-20: INDEMNIFICATION The CONTRACTOR shall familiarize himself/herself with GP Item 107.2. Indemnification and GP Item 107.19.3.2. Indemnification. Additionally, the following shall be added to both Indemnification items: This agreement, however, does not waive any governmental immunity available to the OWNER under Texas law and nor any defenses of the parties under IV- 14 Special Provisions Texas law. The provisions of this paragraph are solely for the benefit of the parties hereto and not intended to create or grant any rights, contractual or otherwise, to any other person or entity. SP-21: SALES TAX Add the following to GP Item 107.14. State and Local Sales and Use Taxes: The OWNER qualifies for exemption from state and local sales and use taxes, pursuant to the provisions of Section 151.309 of the Texas Limited Sales, Excise and Use Tax Act, as amended. Therefore, the OWNER shall not be liable for, or pay the CONTRACTOR's cost of such sales and use taxes which would otherwise be payable in connection with the performance of this contract. SP-22: TRAFFIC CONTROL Add the following to GP Item 107.19.2. Protection of Persons and Property: The CONTRACTOR shall not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the CONTRACTOR shall contact the City to remove the sign. In the case of regulatory signs, the CONTRACTOR must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the CONTRACTOR shall again contact the City to reinstall the permanent sign and shall leave his temporary sign in place until such installation is completed. The CONTRACTOR shall prosecute his traffic control work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Access to adjacent property shall be maintained at all times unless otherwise approved by the OWNER. SP-23: TRENCH SAFETY Add the following paragraph to GP Item 107.19.3. Trench Safety: Per Chapter 756, Texas Health &Safety Code, it shall be the responsibility of the CONTRACTOR to provide and maintain a viable trench safety system at IV - is Special Provisions all times during construction activities. The CONTRACTOR is directed to become knowledgeable and familiar with the standards as set forth by the Occupational Safety and Heath Administration fortrench safety that will be in effect during the period of construction of the project and the CONTRACTOR is responsible for conforming to such regulations as prescribed by Occupational Safety and Health Administration standards. SP-24: WORK-SITE AREA AND CLEAN-UP Add the following to GP Item 107.21. Working Area: During construction the CONTRACTOR shall at all times keep the job site free from waste, debris and rubbish, and shall maintain a daily routine of clean-up. The working operations of the CONTRACTOR shall at all times be conducted so as to create a minimum of inconvenience to the OWNER or to the public. Stringing of pipe, stockpiling of materials, etc., will be allowed only where no inconvenience is caused and only in amounts that can be readily used by the CONTRACTOR. All trees, stumps, slashings, brush or other debris to be removed from the site, shall be disposed of in a manner consistent with Local Ordinances and all State Regulations. Burning of trash, etc., will only be permitted where allowed by Local Ordinances and State Pollution Regulations. All excavated earth in excess of that required for project embankments and/or backfilling shall be removed from the job site and disposed of in a satisfactory manner. Disposal of excess material into area creeks and drainageways will not be allowed. Any trees or other landscape features scarred or damaged by the CONTRACTOR's operations shall be restored or replaced at the CONTRACTOR's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner. Pruned limbs of one inch (1") diameter or larger, shall be thoroughly treated as soon as possible with a tree wound dressing. The CONTRACTOR shall take all precautions required to prevent soil erosion during construction. If, in the opinion of the Engineer, excessive erosion occurs, the CONTRACTOR shall take immediate measure to prevent further erosion and restore the disturbed surface with topsoil at completion of the work. All property along and adjacent to the CONTRACTOR's operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. IV - 16 Special Provisions Upon completion of the work as a whole and prior to final acceptance, the CONTRACTOR shall clean and remove from the site all surplus and discarded materials, temporary structures and all debris. He/She shall leave the site in a neat and orderly condition with an appearance satisfactory to the Engineer and OWNER. Method and location of disposal or surplus and waste materials shall be satisfactory to the Engineer. The CONTRACTOR shall then thoroughly clean all equipment and materials installed by him/her and shall present for final inspection materials and equipment in a clean, bright and new condition. No extra payment will be made for any of this type of work required on the project. SP-25: EXISTING STRUCTURES, FACILITIES AND IMPROVEMENTS Add the following to GP Item 107.23. Existing Structures, Facilities and Appurtenances: The CONTRACTOR's attention is directed to the necessity of taking adequate measures to protect all existing structures, facilities, improvements and utilities, including sprinkler systems, encountered. The plans show the locations of most known surface and subsurface structures. However, the OWNER assumes no responsibility for failure to showanyorall of these structures on the plans or in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work, or for increasing the pay quantities in any manner, unless the obstruction encountered is such as to necessitate substantial changes in the lines or grades, or requires the building of special works not provided for in the Contract Documents. Any non-City utilities (cable, electric, gas, telephone, etc.) damaged by the CONTRACTOR shall be the responsibility of the CONTRACTOR for relocation and/or repair as well as the costs associated with the relocation and/or repair of utilities. Any City utilities (sanitary sewer main and water distribution main) damaged by the non-negligent acts of the CONTRACTOR will not be the responsibility of the CONTRACTOR for repair. Any delays associated with the relocation and/or repair of utilities shall not be basis for a claim for extra pay. In the progress of the work, the CONTRACTOR may have to relocate certain existing utility service lines. All relocation, repairs and replacement work shall be done at the expense of the CONTRACTOR to the satisfaction of the OWNER, except those for which specific pay items appear in the Bid Proposal. IV - 17 Special Provisions Any utilities damaged during construction work shall be immediately repaired at the CONTRACTOR's expense. The CONTRACTOR shall at all times maintain streets and drives in a condition which will provide easy ingress and egress and upon completion of the work, repair all damages to roads and streets used during construction, to a condition at least as good as existed prior to the start of work. SP-26: PROSECUTION OF CONSTRUCTION Add the following to GP Item 108.2. Prosecution of the Work: The CONTRACTOR will, unless otherwise approved by the Engineer, prosecute the construction of this project during normal working hours as defined below: (a) Normal Work Day shall mean the normal eight (8) hour working day between the hours of 8:00am and 5:00pm (b) Normal Work Week shall mean the forty (40) hour work week encompassing the five (5) eight-hour days, Monday through Friday. (c) Holidays to be observed and to be included into the normal work week will be: New Years Day January 1st Memorial Day Last Monday in May Independence Day July 4th Labor Day First Monday in September Thanksgiving Holiday Fourth Thursday in November and the following Friday Christmas Holiday December 24th & December 25th Any of the above dates falling on a Sunday shall be observed on the following Monday. All work contemplated to be done which will not be in accordance with the normal hours will require prior approval from the Engineer. The CONTRACTOR shall request permission by the Engineer 72 hours in advance of the time he/she intends to work. Work which is of necessity performed at times other than normal working hours will not require prior approval unless construction scheduling can be arranged to prevent such conflict of time requirements. IV - 18 Special Provisions All work performed other than the normal working hours, whether scheduled or required, will in noway increase the cost to the OWNER for the performance of such work. The CONTRACTOR shall pay the OWNER for inspection services, city administrative fees, etc. when work has been approved to be performed on Weekends, Holidays and outside any normal working hours. These services shall be charged at the rate of $75.00 per hour and shall include a four(4) hour minimum charge. SP-27: LIQUIDATED DAMAGES FOR FAILURE TO COMPLETE ON TIME Delete the Table [Schedule 108.8.1.(a) Liquidated Damages] within GP Item 108.8.1. Priority of Contract Documents and substitute the following: The contract time for the entire project from the "Notice to Proceed" issuance date through the final completion date is 180 consecutive calendar days (note, this 180 consecutive calendar days is for final completion and not substantial completion). This contract time is both multi-tiered and cumulative. Liquidated damages will be assessed at the rate of $150 per calendar day for any unfinished work for the first 30 days beyond the 1201" day. This $150 rate will start on the 121St consecutive calendar day after the "Notice to Proceed" issuance date and continue through the 150th consecutive calendar day afterthe "Notice to Proceed" issuance date. Liquidated damages will be assessed at the rate of $300 per consecutive calendar day for any unfinished work beyond the 1501h calendar day after the "Notice to Proceed" issuance date. This rate shall continue until such time that the Project is complete and accepted by the OWNER. SP-28: OCCUPATIONAL SAFETY AND HEALTH ACT All work performed under this contract shall meet the requirements of the Occupational Safety and Health Act. It is the responsibility of the CONTRACTOR to familiarize himself/herself with the latest provisions of regulations published by the Occupational Safety and Health Administration in the Federal Register and to perform all of his/her responsibilities thereunder. The CONTRACTOR shall comply with the provisions of the Occupational Safety and Health Act and the standards and regulations issued thereunder and warrant that all work, materials and products furnished under this contract will conform to and comply with said standards and regulations which are in existence on the date of this contract. The CONTRACTOR further agrees to indemnify, defend, and hold harmless the OWNER for all damages suffered by the OWNER as a result of the CONTRACTOR's failure to comply with the Act and the Standards issued IV - 19 Special Provisions thereunder and for the failure of any material and/or equipment furnished under this contract to so comply. The CONTRACTOR shall also comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by the Associated General Contractors of America, Inc., if not in conflict with those of the Occupational Safety and Health Act and shall maintain an accurate record of all cases of death, occupational disease and injury requiring medical attention or causing loss of time from work, arising out of and in the course of employment or work under the contract. The CONTRACTOR alone shall be responsible for the safety, efficiency and adequacy of his/her equipment and employees and for any damage which may result from their failure or their improper construction, maintenance or operation. SP-29: EASEMENTS/RIGHTS-OF-WAY Without cost to the CONTRACTOR, the OWNER will provide the necessary easements or rights-of-way required for the project. However, the CONTRACTOR may desire additional temporary easements for the duration of the work for his/her construction, storage or access. All such temporary easements shall be obtained by the CONTRACTOR at no additional cost to the contract or the OWNER. Unless specifically provided otherwise, the CONTRACTOR, as part of his/herwork, shall clear all easements or rights-of-way of all obstructions to the work. On conclusion of his/her operations, he/she shall replace, repair or restore any improvements which may have been removed or damaged, as directed by the Engineer. SP-30: RIGHT OF ENTRY The OWNER reserves the right to enter the property or location on which the works herein contracted for are to be constructed or installed, by such agent or agents as he/she may elect, for the purpose of inspecting the work, or for the purchase of constructing or installing such collateral work as said OWNER may desire. SP-31: AUTHORITY AND DUTIES OF INSPECTOR Inspectors, designated by and acting under the direction of the OWNER, shall have the authority to inspect all work done and all materials furnished. Such inspection may extend to all or any part of the work and to the preparation, fabrication or manufacture of the materials to be used. He/She is authorized to call to the attention of the CONTRACTOR any failure of the work or materials to conform to the plans, specifications and contract documents. He/She shall have the authority IV - 20 Special Provisions to reject materials or suspend the work until any situation at issue can be referred to and decided by the OWNER. The Inspector is not authorized to revoke, alter or waive any requirements of the plans and specifications. He/She shall in no case act as foreman or perform other duties for the CONTRACTOR, interfere with the management of the work by the latter. Any advice which the Inspector may give the CONTRACTOR shall otherwise not be construed as binding the Engineer in any way, or releasing the CONTRACTOR from fulfilling all of the terms of the Contract. If the CONTRACTOR refuses to suspend operations on verbal order of the Inspector, a written order will be presented to the CONTRACTOR by the Inspector giving the reason for suspension of work. After placing the order in the hand of the "man-in-charge", the Inspector shall immediately leave the job. Work performed during the absence of the Inspector will not be accepted nor paid for, and shall be removed and replaced. Notwithstanding any other provision of this agreement or any other Contract Documents, the Inspector shall not be in any way responsible or liable for any act, errors, omissions or negligence of the CONTRACTOR, any subcontractor or any of the CONTRACTOR's or subcontractor's agents, servants or employees or any other person, firm or corporation performing or attempting to perform any of the work. SP-32: OWNER-ENGINEER RELATIONSHIP The Engineer will be the OWNER's representative during construction. The duties, responsibilities and limitations of authority of the Engineer as the OWNER's Representative during construction are as set forth in the Contract Documents and shall not be extended or limited without written consent of the OWNER and Engineer. The Engineer will advise and consult with the OWNER, and all of OWNER's instructions to the CONTRACTOR shall be issued through the Engineer. SP-33: PROFESSIONAL INSPECTION BY ENGINEER The Engineer shall make periodic visits to the Site to familiarize himself/herself generally with the progress of the executed work and to determine if such work generally meets the essential performance and design features and the technical and functional engineering requirements of the Contract Documents; provided and except, however, that the Engineer shall not be responsible for making any detailed, exhaustive, comprehensive or continuous on-site inspection of the quality or quantity of the work or be in any way responsible, directly or indirectly, for the construction means, methods, techniques, sequences, quality, procedures, programs, safety precautions or lack of same incident thereto or in connection therewith. IV - 21 Special Provisions Notwithstanding any other provision of this agreement or any other Contract Documents, the Engineer shall not be in any way responsible or liable for any acts, errors, omissions or negligence of the CONTRACTOR, any subcontractor or any of the CONTRACTOR's or subcontractor's agents, servants or employees or any other person, firm or corporation performing or attempting to perform any of the work. SP-34: COPIES OF PLANS AND SPECIFICATIONS FURNISHED Four (4)sets of plans and specifications (not including the General Provisions)shall be furnished to the CONTRACTOR at no charge for construction purposes. Additional sets may be obtained from the Engineer at $ 50.00 per set. SP-35: VERIFICATION OF MEASUREMENTS Before ordering any material or doing any work, the CONTRACTOR shall verify all measurements involved and shall be responsible for the correctness of these measurements. No extra charge or compensation will be allowed because of differences between actual dimensions and the dimensions shown on the drawings; any difference which may be found shall be called to the attention of the Engineer for consideration before proceeding with the work. SP-36: PAY ITEMS - INCIDENTAL CONSTRUCTION The CONTRACTOR shall be paid only for those items which are listed in the proposal or which are added to the job through a change order. All construction or removal considerations which are not listed as a separate pay item shall be considered as incidental construction. Cost for these items shall be considered in the most appropriate item listed in the schedule(s) of pay items. SP-37: OMISSIONS (a) In the event that the specifications inadvertently omit some of the usual and customary work, auxiliary equipment or material required forthe satisfactory installation and operation of all work, equipment or material, the CONTRACTOR shall provide these items as directed by the Engineer at his/her own expense. The CONTRACTOR will be assumed to be an experienced and qualified CONTRACTOR in this type of work, and to have studied the purpose of operation of the equipment and the results to be obtained, and is to furnish equipment suitable for the work to be done. (b) In the event that the specifications inadvertently fail to contain a specification for work to be done and material to be furnished, then the Standard Current Specification or Requirements of the A.W.W.A., A.S.T.M., A.S.C.E., A.S.E.E., A.S.M.E., N.B.F.U., N.E.C., N.E.M.A., O.S.H.A., NCTCOG "Standard Specifications for Public Works Construction"or TxDOT"Standard IV - 22 Special Provisions Specifications for Construction of Highways, Streets and Bridges"shall apply. Should the above specifications not apply, then the work done, equipment or material furnished shall be as directed by the Engineer. SP-38: MINIMUM WAGE RATES For the work required of this project, the CONTRACTOR and all sub-contractors shall pay his/her employees the prevailing wage rates in accordance with the Texas Government Code, Chapter2258. The prevailing wage rates determined applicable for this project are the current prevailing wage rate schedules of the United States Department of Labor adopted in accordance with the Davis-Bacon Act (40 U.S.C. Section 276a, et. seq.) and its subsequent amendments. These prevailing wage rates can be obtained from the following web page: www.wdol.gov/dba.aspx A CONTRACTOR or sub-contractor who does not pay his/her employees in accordance with these prevailing wages shall pay$60.00 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in these prevailing wage rates to the CITY. SP-39: LOSSES FROM NATURAL CAUSES Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance in the prosecution of same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his/her own cost and expense. SP-40: EXPLOSIVES, BLASTING, ETC. Neither explosives nor blasting shall be allowed or used on this project. SP-41: WORK WITH OWN FORCES The CONTRACTOR shall perform with his own forces work of a value of not less than fifty percent (50%) of the contract amount. SP-42: PROJECT NAME CONSTRUCTION SIGNS The CONTRACTOR shall install two (2) Project Name Construction Signs on Simmons Drive. One sign shall beat or near the intersection of Simmons Drive and Mid-Cities Boulevard and one sign shall be at or near the proposed intersection of Simmons Drive and Grand Avenue. The exact locations shall be approved by the OWNER prior to installation. IV - 23 Special Provisions These signs shall be in accordance with Figure 2M (R 02-26-2007) of the City of North Richland Hills' Public Works Design Manual. These signs shall be installed within 15 calendar days from the date the OWNER awards the contract and shall remain in place during the entire construction period. These Signs shall be removed within 15 calendar days after the OWNER's acceptance of the project improvements. Sign Data: Project Name: Boulevard 26 Utility Burial Project Projected Completion: To Be Determined After Contract Award SP-43: WATER FOR CONSTRUCTION The CONTRACTOR shall make the necessary arrangements for securing and transporting all water required in the construction, including water required for mixing of concrete, sprinkling, testing, flushing orjetting. The CONTRACTOR may remit the City a deposit for a fire hydrant water meter; additionally, the CONTRACTOR will be billed for the water used on the construction of this contract and measured by such fire hydrant meter. Additionally, the cost of any temporary pipe line, metering or other equipment which may be necessary to make use of such fire hydrant water meter and water, shall be considered as incidental to the work and payment therefore shall be included in the various bid items of the proposal. If the CONTRACTOR chooses to use such fire hydrant water meter, he/she shall assume full responsibility for it and return it in the same or similar condition as received otherwise the CONTRACTOR will not be returned his/her deposit. SP-44: OWNER'S RIGHT TO SUSPEND WORK AND ANNUL CONTRACT Delete GP Item 108.9.(2) and replace it with the following: (2) failure of the CONTRACTOR to make the progress set out in the Progress Schedule; SP-45: OWNERSHIP OF DRAWINGS All drawings, specifications and copies thereof furnished by the Engineer shall not be reused on other work, and, with the exception of the signed contract sets, are to be returned to him on request, at the completion of the work. All models are the property of the OWNER. IV - 24 Special Provisions SP-46: ADEQUACY OF DESIGN It is understood that the OWNER believes it has employed competent engineers and designers. It is, therefore, agreed that the Engineer shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, the safety of the structure and the practicability of the operations of the completed project; provided the CONTRACTOR has complied with the requirements of the Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he/she has complied with the requirements of the Contract Documents, approved modifications thereof and all approved additions and alternations thereto. IV- 25 Special Provisions CERTIFICATE OF INTERESTED PARTIES FORM 1295 lofl Complete Nos. I-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos, 1., 2, 3,5, and 6 if there are no interested parties. CERTIFICATION OF FILING I Name of business entity filing form,and the city,state and country of the business entity's place certificate Number: of business, 201.6 141.89 7 DFW Services LLC Sacshe,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 12101/2016 being filed. City of North Richland Hills Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract, ED0601 Blvd 26 Utility Burial Project Nature of interest 4 Name of Interested Party City,State,Count ry(place of business) (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. FX1 6 AFFIDAVIT I swear,oraffin'br under penalty of perjury,that the above disclosure is trine and correct. .......... 'N KATHERINE L CHANEY Notary ID# 129253671 My Commission Expires Signature of authorized agent of contracting business entity January 4, 2017 it"a' t �." Sworn to and subscribed before nie,by the said .\L\'L o\' C v"\ this tile, day of 20 �1 seal of office. ,as try hand air to certify which,witno cA Signature of officer administering oath Printed name of officer administering oath Title of officer ailminctonno oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 •ry rt •V W ^` P.y W ,--4 r� ^y r M v °d, O N � � U a ?g1kH NOKTH KICHL,AND HILLS CITY COUNCIL MEMORANDUM FROM: The Office of the City Manager DATE: January 9, 2017 SUBJECT: Announcements PRESENTER: GENERAL DESCRIPTION: At each Council meeting a member of the governing body announces upcoming events in the City and recognizes an employee that exemplifies the City's core values. Announcements: City Hall and other non-emergency city offices will be closed on Martin Luther King, Jr. Day on Monday, January 16. The Library, Animal Adoption & Rescue Center and Senior Center will also be closed. The NRH Centre and Iron Horse Golf Course will be open. Garbage and recycling will be collected as normally scheduled. NRH2O Family Water Park is hosting the Polar Plunge, benefiting Special Olympics Texas and local athletes, on Saturday, January 21. Find more information and sign up at www.nrh2o.com/polarplunge. Kudos Korner: Every Council Meeting, we spotlight our employees for the great things they do. Tonight we recognize: Nick Burns and Tracy Brown, Information Technology Department — Municipal Court Judge Stewart Bass emailed appreciation and thanks for the Information Technology staff who were on-call on Christmas Eve. Following a Windows update, the judge could no longer access his email, which was necessary to issue warrants during the "no refusal" holiday weekend. Within 30 minutes of his call Nick responded in person and Tracy by phone to fix the problem. He stated, "Never, in all my years, would I have predicted this extraordinary response. I am grateful beyond description."