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HomeMy WebLinkAboutCC 1988-03-14 Agendas I I I I I I I ~I I ~I t ~I ~ ; . I - 1<·<·- ~ ~ CITY OF NORTH RICHLAND HILLS PRE-COUNCIL AGENDA MARCH 14, 1988 A Demonstration of the Closed Circuit TV Sewer Inspection Truck which has recently been placed in service will be available in the parking lot at the front of City Hall beginning at 6:30 P.M. for those who wish to view it. Pre-Council Meeting will begin at 7:00 P.M. For the Meeting conducted at the North Richland Hills City Hall Council Chambers, 7301 Northeast Loop 820. NUMBER ITEM ACTION TAKEN 1. PS 87-43 Request of Northeast construction Company for Replat of Fair Oaks Estates, 2nd Filing (Agenda Item #9) (5 Minutes) 2. GN 88-17 Self-Insurance Fund (5 Minutes) 3. PW 88-09 Agreement with State for Transfer of Maintenance and Operation of Traffic Signals (Agenda Item #12) (5 Minutes) 4. Discussion of Proposed Subdivision Ordinance (IR 88-02) (5 Minutes) 5. Letter from Chairman from Industrial Development Committee (5 Minutes) 6. Possible Work Session on 1988 Goals/Objectives and Performance Review (5 Minutes) 7. Other Items I I I I I I I I I I I I I I I I I I I CITY OF NORTH RICHLAND HILLS CITY COUNCIL AGENDA MARCH 14, 1988 For the Meeting conducted at the North Richland Hills City Hall Council Chambers, 7301 Northeast Loop 820, at 7:30 p.m. The below listed items are placed on the Agenda for discussion and/or action. NUMBER ITEM ACTION TAKEN 1. Call to Order 2 . Roll Call 3. Invocation 4. Minutes of the Regular Meeting February 22, 1988 5. Removal of Item(s) from the Consent Agenda 6. Consent Agenda Item(s) indicated by Asterisk (9, 10, 11 & 12) 7. PZ 88-01 PLANNING & ZONING - PUBLIC HEARING - Request of Argus Properties Inc. to Rezone Tract 3E, John Condra Survey, Abstract 311, from AG (Agriculture) to R-2 (Single Family) (Located on north side of Starnes Road east of Douglas Lane) 8. Ordinance No. 1529 I·· -'-..:/ I I I I I I I I I I I I I I I I I I Page 2 NUMBER ACTION TAKEN * 9. PS 87-43 *10. GN 88-17 *11. *12. 14. PU 88-14 PW 88-09 13. ITEM Request of Northeast Construction Company for Replat of Fair Oaks Estates, 2nd Filing(Located on the north side of Bursey Road west of Smithfield Road. Self-Insurance Fund Approve Purchase of Right-of-Way from A.F. Jernigan etux Patricia Jernigan for the Purpose of Constructing Smithfield Road Agreement with State for Transfer of Maintenance and Operation of Traffic Signals - Ordinance No. 1530 Citizens Presentations Adjournment I I I I I I I I I I I I II I I I I I I City of J{8rth Richland Hills, Texas EMERGENCY - SPECIAL POSTED AGENDA CITY COUNCIL MEETING 7:30 P.M. - MARCH 14, 1988 *12a - Approval of Resolution 88-9 Authorizes Eminent Domain Proceedings on four tracts of land. (Consent Agenda) *13a - Executive Meeting in Connection with land Acquisition. Posted at 3:30 p.m. on March 14, 1988. (817) 281-004117301 N.E. lOOP 820/P.O. BOX 18609/NORTH RICHlAND HillS, TX 76180 I Ie INFORMAL REPORT TO MAYOR AND CITY COUNCIL No. 88-02 I I I I I I I Ie I I I ,I I I Ie I I Date: March 14, 1988 Subject: Proposed Revision to the Subdivision Ordinance Several weeks ago we presented a first draft of the revised Subdivision Ordinance to the City Council with a recommendation from the Planning and Zoning Commission that the revised Ordinance be approved. During that initial review, several Council members made suggestions and comments. In addition, the Fire Department also reviewed the document and suggested modifications which would address their concerns regarding the City's possible application for an individual Insurance Key Rate for our City. All of these comments and suggestions have been considered by Richard Royston and Greg Dickens and have been incorporated into the Ordinance. Greg and Richard also met with Stan Gertz and Danny Taylor on the Fire Department proposals and they are in agreement with the proposed Ordinance. With these revisions made and the exhibits inserted which were noted on the first draft, we are ready to resubmit the Subdivision Ordinance to the City Council. It is requested that the Council provide guidance as to whether they are ready to act on this matter, would like to hold a wo~k session, or would like further information for discussion at a Pre-Council meeting. Respectfully submitted, cq~ sB~ Director of Economic Development CAS/bjs ISSUED BY THE CITY MANAGER NORTH RICH lAND HillS, TEXAS I n· . Ie I I I I I I I Ie I I I I I I Ie I I -. .1 ORDINANCE NO. An Ordinance of the City of North Richland Hills, Texas, providing subdivision regulations for the platting and developing of subdivisions within the limits of the City of North Richland Hills and for such other areas as may be authorized by State Statutes; providing a severabill.ty clause; and providing the effective date. WHEREAS, it is the intent of the City Council of the City of North Richland Hills to promote the orderly growth of the City in conformance with the adopted Master Plan for the City and to insure the health, safety, and welfare of its citizens; and WHEREAS, the present rules and regulations of the City <of North Richland Hills regulating the platting and developing of subdivisions have become obsolete and therefore may be inadequate to protect the public interest; and ./ --0./ WHEREAS, after holding public hearings as stipulated by the Charter of the City, it is the opinion of the City Council of the City of North Richland Hills that the fonowing subdivision regulations should be adopted; NOW THEREFORE BE IT ORDAINED by the City Council of the City of North Richland Hills that the attached Subdivision Regulations be and the same are hereby adopted as the Rules and Regulations for the platting and subdivision of land within the City of North Richland Hills and within its extraterritorial jurisdiction. The attached "Subdivision Regulations: are made a part of this Ordinance the same as if set out verbatim in the Ord~ance". CONFLICT WITH OTHER ORDINANCES Whenever the standards and specffications in this Ord:fnance are in conflict with those contained in other 0 rdinances, of the City, the most stringent or restrictive provision shall govern. SEVERABILIT Y CLA USE Should any portion or part of this Ord:fnance be held for any reason invalid or unenforceable, the same shall not be construed to affect any other valid portion hereof, but all valid portions hereof shall remain in full force and effect. PENALTIES (A) A violation of any provision of this Ordinance shall be a misdemeanor, punishable by a fine not to exceed one thousand ($1000) dollars. Any person who shall. violate any provision of this Ordinance shall be deemed guilty of a separate offense for each and every day that such violation shall continue. The City shall have the right to institute an action in the District Court to enjoin the violation of any provision of such 0 rdinance in its extraterritorial jurisdiction and the District Court shall have the power to grant any or all types of injunctive relief in such cases. The City shall have the right to enforce the Ordinance in its entirety by Civil Suit. 1 I iI, Ie I I I I I I I Ie I I I !I I I Ie I I · 1 1988. ATTEST: APPROVED BY THE PLANNING AND ZONING COMMISSION this Day of , 1988. Chairman Planning & Zoning Commission PASSED AND APPROVED this day of MAYOR Jeanette Rewis J çity Secretary APPROVED AS TO FORM AND LEGALITY: Attorney 2 I II' . Ie I I I I I I I Ie I I I I I I Ie I I . J ~ CITY OF NORTH RICHLAND HILLS SUB DIVISION RULES AND REGULA TIONS ADOPTED ,1988 3 I lit Ie I I I I I I I Ie I I I I I I Ie I I .' TABLE OF CONTENTS PROVIDING FOR ORDINANCE Conflict with Other Ordinances Effective Time and Status ADOPTION DATE PAGE TABLE OF CONTENTS TABLE OF REVISIONS SECTION 1-01 - GENERAL In terp retation Purpose D efinitlon s Special Provision s Improvements Variances SECTION 1-02 - SKETCH PLAN AND PRELIMINARY CONFERENCE Sketch Plan Pr~inary Conference SE C TIO N 1-03 - PRELIMIN AR Y PLA T General Place for Filing and Copies Required F:i1ing Fees Form and Content Plate 2 - Pr~inary Plat Processing of Preliminary Plats SECTION 1-04 - FINAL PLAT AND CONSTRUCTION PLAN General Time and Place for Filing Form and Content Plate 3 - Final Plat Processing of Final Plat and Construction Plans Issuance of Building Permits, Final Inspection and Acceptance SECTION 1-05 - RE-PLATS Ownership Procedures SECTION 1-06 - SHORT FORM PLATS SECTION 1-07 DEVELOPER - CITY AGREEMENT FORM NOTARY FORM SECTION 1-08 CONTRACTING CONSTRUCTION Procedure City Participation SECTION 1-09 STREET AND EASEMENT VACATIONS Procedure APPENDIX-SECTION IT Purpose SECTION 2-01 GENERAL Constrdction Plan Requirements Other Utilities SECTION 2-02 WATER SYSTEM Water Way Extensions Fire Hydrants Required Water Main Extensions Mater:ials & Workmanship "-- 4 PAGE 1 1-2 3 4-5 6 7-13 8 8 8-10 10-11 11-12 12-13 14 14 14 _ 15-19 15 15 15 15-19 16 19 20-26 20 20 20-24 21 24-26 26 27-28 27 27-28 29 30-33 33 34 34 34 35-36 35-36 37 37 38 38 38 39-40 39 39-40 40 40 I I.' Ie I I I I I I I {' I I I I I I Ie I I .'~ TABLE OF CONTENTS ( CON TIN U ED) SECTION 2-03 - SEWERAGE SYSTEM Sewerage System Extensions Sewer Extensions Lateral and Mains Lift Stations or Separate Treatment Faci1itles Connections SECTION 2-04 - STREETS Required Streets Street Design Criteria Sidewalks City Participation Plate 4-Street Section Driveway Standards Residential Driveway Approaches Commercial Driveway Approaches General Plate 5- Driveway Section SECTION 2-05 STORM DRAINAGE IMPROVEMENTS General Basis of Design Rational Method Unit Hydrograph Method Runoff Coefficient, Table V-I TIme of Concentration, Table V-2 Rainfall Duration Freq uency Design Storm Frequency, Table V-3 Flow In Streets Storm D rain Inlets Storm Sewer Systems Open Channels Full Concrete Lining Partial Concrete Lining Earthen Channels Bridges and Culverts Lot Grading Off-Site Drainage Plate 7-l0-Drainage Design Details SECTION 2-06 STREET LIGHTS SECTION ITI, Developer Policies, Fee Schedules . Developer Policies: Subdivision Ordinance Preliminary Plan Flling Fees Final Plat Flling Fee Filing Fee List PAGE 41-42 41 41-42 42 42 42 43-49 43 43-45 45 45-47 46 47 47 48-49 49 50A-B 51-63 51 51 51 51 52 52 52 53 53 54 54-55 55 55-56 56-57 57-58 58 58 58-59 60-63 64 65-68 65 66 67 68 5 I:' · Ie I I I I I I I Ie I . I I I I . I I Ie I I TABLE OF REVISIONS ,/" 6 I ./1 e, Ie I I I I I I I Ie I I I I I I Ie I I SECTION I-01 GENERAL A. INTERPRETATION In the interpretation and application of the provisiDns of these regulations, it is the intention of the City Council that the principles, standards and requirements provided herein shall be the minimum requirements for the platting and developing of subdivisions in the City of North Richland HiUs, and, where other ordinances of the City are more restrictive in their requirements, such other ordinances shall control. B. PURPOSE The purpose of this Ordinance is to provide for the orderly, safe and healthful development of the area within the City and within the surrounding area to promote the health, safety and general welfare of the community; tó insure orderly growth of the City by promoting conformance of proposed develop ment with the adopted Master Plan of the City. c. DEFINITIONS ~ . For the purpose of this Ordinance, the following terms, phrases, words, and other derivations shall have the meaning ascribed to them in this section: Alley: A minor public right-of-way, not intended tq provide the primary means of access of abutting lots, which is used primar:ily for vehicular service access to the back or sides of properties otherwise abutting on a street. Building Setback Line: The line within a property defining the minimu m horizontal distance between a building or other structure over 24" high and the adjacent street line. City: The City of North Rich1and Hills, Texas City Engineer: A Registered Professional Engineer on the City Staff or firm of Registered Professional Consulting Engineers who have spec1fically been designated as representing the City by Resolution of the City Council. Com mission: The Planning and Zoning Commission of the City. Crosswalk Way: A public right-of-way, four (4) feet or more in width between property lines, which provides pedestrian circulations. Cul-de-sac: A street having but one outlet to another street, and terminated on the opposite end by a vehicular turnaround. Dead-End Street: A street, other than a cul-de-sac, with only one outlet. 7 I Ie I En~ineer: A person duly authorized under the provisions of the Texas Engineering Registration Act, as heretofore or hereafter amended, to practice the profession of Civil Engineering. I Final Plat: (Also Record Plat or F:i1ing Plat) The one official and authentic map of any given subdivision of land prepared from actual field measurement and staking of all identifiable points by a Registered or Licensed Surveyor with the subdivision location properly referenced to a survey corner or specific landmark reference. All boundaries, corners and curves of the land division shall be sufficiently described so that they can be reproduced without additional references. Angular measurements and bearings shall be stated in accuracy to the nearest minute. Distances shall be accurate to the nearest tenth of a foot. I I Land Planner: Persons other than Surveyors or Engineers who also possess and can demonstrate a valid proficiency in the Planning of residential, commercial, industrial and other related developments; such proficiency having been acquired by education in the field of Planning or Landscape Architecture and/or by other actual experience and practice in the field of land planning. .-/ I I I Ie Land Use Plan: A map of the City containing a graphic representation of the proposed uses of the various land areas of the City. Lot: An undivided tract or parcel of land having frontage on a public street and which is, or in the future may be offered for sale, conveyance, transfer or improvement; which is designated as a distinct and separate tract, and which is identified by a tract or lot number or symbol in a duly approved subdivision plat which has been pr~perly filed of record. I Master Plan: The officia.ll.y adopted Comprehensive Master Plan for the City of North Richland Hills. I Neighborhood Park: Parks providing for a variety of outdoor recreational opportunities and within convenient distances from a majority of the residences to be served thereby. I Pavement Width: The portion of a street available for vehicular traffic. Where curbs are installed, it is the portion between the faces of the curbs. I Person: Any individual, association, firm, corporation, govern mental agency J or political su bdivision. I Preliminary Plat: (Also Preliminary Development Study, Overall Plan of Development, etc.) The graphic expression of the proposed overall plan for subdividing, improving and developing a tract shown by superimposing a scale drawing of the proposed land division on a topographic map and showing in plan existing and proposed drainage features and facilities, street layout and direction of curb water flow, and other pertinent features with notations sufficient to substantially identify the general scope and detail of the proposed development. I Ie I I 8 I .,1 . Replat: A Platting action submitted for the purpose of subdividing an existing recorded Lot or Tract into smaller lots or to re-com bine smaller existing recorded lots or tracts into a larger tract. Ie I Shall, May: The word "shall" is always mandatory. The word "may" is merely directory. I Sketch Plan: A sketch drawing of initial development ideas superimposed on a topographic map to indicate generally the plan of development and to serve as a working base for noting and incorporating suggestions of the Commission, Director of Planning and Development, City Engineer or others who are consulted prior to the preparation of the Preliminary Plat. I I Street: A public right-of-way, however designated, which provides vehicular access to adjacent land. I (1) Major thoroughfares (Principal Arterials, Major Collectors) provide vehicular movement from one neighborhood to another, to distant points within the Urban Area or to Freeways or Highways leading to ot~er communities. I (2) Collector Streets (also Primary and Secondary) provide vehicular circulatiDn within neighborhoods and from minor streets to major thoroughfares. Due to similarity to traffic volume and wheel loading , streets through com mercial and industrial areas are frequently constructed to the same design as Collector Streets. I f (3) Local Residential Streets are primar:f.1y for provi~ing direct vehicular access to abutting properties. - I Subdivider: Any person or any agent thereof, dividing or proposing to divide land so as to constitute a subdivision as that term is defined herein. In any event, the term "sub divider" shall be restricted to include only the owner, equitable owner or authorized agent of such owner or equitable owner, of land sought to be subdivided. I I Subdivision: A division of any tract of land situated within the corporate limits, or within the extra-territorial jurisdiction of such limits, in two or more parts for the purpose of creating lots for sale, for the purpose of identification, and to provide for the dedication of streets, alleys, easements or parts or portions of such intended for public use or for the use of the purchasers or owners of lots fronting thereon or adjacent thereto. I I Subdivision includes re-subdivision (replat), but it does not include the divisions of land for agriculture purposes in parcels or tracts of five (5) acres or more not involving any new street, alley or easement. I Surveyor: A licensed State Land Surveyor or a Registered Public Surveyor, as authorized by the applicable State Statutes to practice the profession of surveying. -- I I 9 I ." · ] . Ie I I I I I I I {' I I I I I I -- I I Utility Easement: An interest in land granted to the City, to the public generally, and/or to a private utility corporation, for installing and maintaining ut::i1it:i.es across, over or under private land, together with the right to enter thereon with machinery and vehicles necessary for the maintenance of said ut:ílitles. Any office referred to in this Ordinance by title means the person employed or appointed by the City in that position, or his duly authorized representative. Definitions not expressly prescribed herein are to be construed in accordance with customary usage in municipal planning and engineering practices. D. SPECIAL PROVISIONS 1. No Building Permit, Repair, Plumbing or Electrical Permit shall be issued by the City for any structure on a lot in a subdivision, or on any parcel of property for which a Final Plat has not been approved and fi1edfor record, nor for any structure on a lot within a subdivision in which the standards contained herein or referred to herein have not been complied with in full. 2. The Planning and Development Department and the Public Works Department may allow sectional or phased develop ment of an approved Final Plat provided that the Section of the Final Plat meets all the requirements of this Ordinance in full as though it were a subdivision within itself. 3. The City shall not authorize any other person nor shallt.he City itself repair, maintain, install or provide any street or public utility: services in any subdivision for which the standards contained herein or referred to herein have not been complied with in full. 4. The City shall not authorize any other person nor shall the City itself sell or supply any water, gas, electricity or sewerage service within a subdivision for which a Final Plat has not been approved or filed for record, nor in which the standards contained herein or referred to herein have not been complied with in full. 5. In behalf of the City, the City Attorney shall, when directed by the City Council, institute appropriate action in a court of competent jurisdiction to enforce the provisions of this Ordinance or the standards referred to herein with respect to any violation thereof which occurs within the City, within the extra-territorial jurisdiction of the City as such jurisdiction is determined under the Municipal Annexation Act, or with any area subject to all or a part of the provisions of this Ordinance. 6. If any subdivision exists for which a Final Plat has not been approved or in which the standards contained herein or referred to herein have not been complied with in full, the City Council of the City shall pass a resolution reciting the non-compliance or failure to secure Final Plat approval, and reciting the fact that the provisions of paragraphs 1, 3, and 4 of this Section will apply to the subdivision and the lots therein. The City 10 I .11 . ¡ . Ie I I I I I I I {' I I I I I I Ie I I Secretary shall, when directed by the City Council of the City, cause a certified copy of such resolution under the corporate seal of the City to be filed in the Deed Records of the County in which such subdivision thereof lies. If full compliance and Final Plat approval are secured after the filing of such resolution, the City Secretary shall forthwith file an instrument in the Deed Records of the County stating that paragraph 1. 3, and 4 no longer apply. 7. The provisions of this Section shall not be construed to prohibit the issuance of permits to any lots upon which a residence building exists and was in existence prior to passage of this subdivision ordinance. or to prohibit the repair. maintenance or installation of any street or pu bUe utiJity services for any residential building, or abutting any sale lot, and/or any subdivision or lot therein, recorded or unrecorded. which subdivision was in existence prior to the passage of this Ordinance. 8. The City will not issue building permits, nor execute City/Developer agreements on any subdivision which remains substantially undeveloped four years or more from the date of the Final Plat approval unt:ü a current engineering review of said plat has been conducted by the City - Engineer and the plat has been re-approved by the Planning and Zoning Commission and the City Council. Substantial development is hereby defined as 90 per cent of sanitary sewage and storm drainage structures in place and accepted by the City and 80 percent of the linear footage of paved streets in place and accepted by the City. Fees for the engineering review are hereby estabHßhed at $50.00 plus $4.00 per acre, or $50.00 plus $1.00 per lot. which ever is greater. 9. Disapproval of a plat by the Commission and the City Council shall be deemed a refusal by the City to accept the offered dedicationss.hown thereon. Approval of a plat shall not be deemed an acceptance of the proposed dedications and shall not impose any duty upon the City concerning the maintenance of improvements for any such dedicated parts until the proper authorities of the City have actually inspected and accepted said improvements. E. IMPROVEMENTS The Subdivider shall observe all the requirements and principles of land subdivision and street layout as contained in this Ordinance. The overall plan of any proposed subdivision shall be in conformance with the general layout of the City of North Richland Hills Master Plan as adopted by the City Council. The subdivider shall furnish. install and/or construct the water and sewerage systems and the street and drainage facilities necessary for the proper development of the subdivision. All such facili.ties shall be designed and constructed in accordance with Volumes II and ill of this Ordinance. Where considered necessary by the Public Works Director or City Engineer. the facilities shall be sized in excess of that dictated by the design criteria Volume II to provide for future growth and expansion of the City systems. City Council shall estabHßh policies whereby the City could participate in such oversized facilities provided funds are available. in The 11 I ." . : . Ie I I I I I I I Ie I I I I I I Ie I I When a tract of land is proposed for development and public improvements are to be installed the following policy will apply. For public improvements bordering between or paralleling two tracts of land under different ownership and participation is required by both owners, the developer desiring to plat his land first must do the following: Obtain the necessary right-of-way or easement from the adjoining property owner or owners and secure from those owners formal agreement to pay their portion of the improvement costs, or the first developer must make the improvements at his own expense. If the property owners being asked to participate in the improvements refuses to participate then the City may take the necessary steps to obtain the right-of-way or easement. Any developer desiring to plat his land first will pay to the City all costs involved in obtaining the right-of-way or easement. The City may then through a City-Developer Agreement with the first developer desiring to plat his land agree to recover from the owner or owners of the adjoining property an amount equal to their share of the costs plus six (6%) per cent interest per year. The City will recover this amount at such time as the adjoining owners are ready to develop their property. The amount to be recovered for the first developer will be stated in a City-Developer Agreement. The agreement will also state if six (6%) per cent interest is to be paid to the first developer. Where the action is applicable, the City may assess the adjoining property owner for the costs of construction of the street or other public improvement. The City may also levy interest on the unpaid balance of the assessment at the maximum rate allowed by State Law. If the first developer does not agree to the above requirements, he must construct all public improvements within the limits of his own subdivision. When a tract of land is developed and there are border or parallel improvements which are not required to be installed as a condition of development, the following policy is in effect. The developer of the first tract will provide as much of the easement or right of way as possible in his development but not less than one-hili the needed right of way or easement. The first developer will also pay to the City an amount of money sufficient to cover his share of the costs of improvements as determined by the Director of Public Works and the City Engineer. F. VARIANCES The Planning and Zoning Commission may recommend certain deviations to the Ordinance which are de~med to be in the best interest of the City and the City Council may approve a variance from these subdivision regulations authorizing the deviations when, in its opinion, strict compliance with the Ordinance would not serve the public need. In granting a variance, the Council shall prescribe only conditions that it deems necessary to or desirable in the public interest. In making the findings herein below required, the Council shall take into account the nature of the proposed use of the land involved, existing uses of land in the vicinity, the number of persons who . will reside or work in the proposed subdivision, and the probable effect of such variance upon traffic conditions and upon the public health, safety, convenience and welfare in the vicinity. No variance shall be granted unless the Council finds: 12 I a' t 1. That there exists special circumstances or conditions affecting the land involved which when the strictist application of the provisions of this Ordinance is adhered to, would deprive the applicant of reasonable use of his land; and Ie I 2. That the variance is necessary for the preservation and enjoyment of a substantial property right of the applicant; and I 3. That the granting of the variance will not be detrimental to the public health, safety or welfare, or injurious to other property in the area; and I 4. That the granting of the variance will not have the effect of preventing the orderly sub division of other land in the area :In accordance with the provisions of this ordinance. I Such findings of the City Council, together with the specific facts upon which such findings are based, shall be incorporated into the official minutes of the Council meeting at which such variance is granted. Variances may be granted only when in harmony with the general purpose and intent of this Ordinance so that the public health. safety and welfare may be secured and substantial justice done. Pecuniary hardship to the subdivider, standing alone, shall not be deemed to constitute cause for granting of a requested variance. I I I Ie I I I I I I Ie I I 13 I Ie I I I I I I I Ie I 0 I I I I I Ie I I SECTION 1-02 SKETCH PLAN AND PRELIMINARY CONFERENCE A. SKETCH PLAN Prior to the official filing of a preliminary plan, the subdivider shall. avail himself of a copy of the Subdivision Regulations and the Master Plan for the City and may present a sketch plan, as shown on the following page, of the proposed subdivision to the Planning and Development Department for comments and advice on procedures, specifications and standards required by the City for the su b division of land. Preparation and presentation of the sketch plan is not mandatory and no approvals, either tentative or final, will be given on sketch plans; however, their preparation is recommended as an economy measure to fac:i1itate the including of requirements and suggestions prior to going to the expense of designing and drafting the preliminary plan. B. PRELIMINARY CONFERENCE At the time the sketch plan is presented to the Planning and Development Department, a preliminary conference should be held for the general comments and clarifications which are usuall.y necessary. At that time, the' Subdivider should obtain copies of the City's Subdivision Regulations Volume I, and the City Master Plan for his own reference, and Volumes IT and ill for the benefit of his engineer. The Subdivider shall. also address his subdivision design to the provisions of the City Master Plan and to the City Zoning Ordinance to ensure compliance with and adherence to the provisions of these documents. 14 I .. ' . ¡ Ie I I I I I I I f I I I I I I -- I I SECTION 1-03 PRELIMINARY PLAT A. 'GENERAL The subdivider shall cause to be prepared a preliminary plan by a Surveyor, Engineer. Land Planner or Surveyor in accordance with this Ordinance and as shown on the following page. A Preliminary (Or Overall) Plan of Development shall show all the planning factors necessary to enable the Planning and Zoning Commission to determine whether the proposed plan for subdivision and development is satisfactory from the standpoint of public interest and in accordance with the planning standards of the Master Plan and the Zoning Ordinance as well as the provisions of this Ordinance. The "Overall Plan of Development" shall be prepared by a qualified professional trained and experienced in subdivision design. and particularly shall include a drainage study by a registered professional en gineer. B. PLACE FOR FILING AND COPIES REQUIRED The subdivider shall file the Preliminary Plat with the City by completing the Preliminary Plat Application and Checklist and submitting the appropriate ffIing fees to the Planning and Zoning Coordinator. C. FILIN G FEES The Filing Fee schedule shall be established by Ordinance or.. Resolution of the City Council. No action by the Planning and Zoning Commis.sion shall be valid until the filing fee has been paid. This fee shall not be refunded should the subdivider fail to complete the requirements for Preliminary Plat Application and processing has been completed or should the plat be disapproved. The deposit of such fees shall constitute formal request for Plan approval. Filing Fee schedules are listed in Volume III of this Ordinance. D. FORM AND CONTENT The Plat shall be drawn on sheets which are a maxim um of 24" X 36" in size, with a binding margin of not less than 1-1/2" on the left side of the sheet. The plat shall be drawn at a scale no greater than 1" = 100'. Whenever the size of the sU,bdivision is such that the full area cannot be covered on a single sheet with space for titles and other required identification, the plat may be drawn on a number of separate sheets with matching lines to facilitate the joining of the individual sheets together as a composite drawing. Where more than one sheet is so used, they shall also be accompanied by a composite drawing of the individual sheets reduced in scale so to fit on a single sheet to serve as a general location map of the project. The Preliminary Plat shall show the following: 15 I .' , Ie I I I I I I I Ie I I I I I I Ie I I I / I~ 1'7 \ 18 119 I ~20 I 21 1 22 ~ 23 \~" 8 W\~~\ 7\~ \-\. P.O.B.,¡ /'/ 5 8~ ;¿. {<r ð - ~82.126!-' \ J~ ~'\~ ;J\_ 9 \ ~rf7/T!tT:~.n'7;~.~ 'f:W ~~7-v-·7 ~ Å~iJ~ /",--'1~ ïzT :7í5õ-_ ~ ~,~~~ m72.1~~U~!t ~I\f ~'~2.?( ....~ ~_"'-.. ;1>-0 ~ : . Y · N Bl~ ~/- .: f .: ~ ~ ~ :: ~ 19' 4 ~!, : \ I ] ~ ~~. 10.37' I m I........~" '~ 0 ... · , ~ 4 ... 1 ... 2 /.~ 1:3 0 N .__.____ --t" \r "_" I CD / ~ 6,. ')7.0' 0... R...... /... "'1 IA.\ -00' DO.. . "to '" O. . L/·'JI¡" . Z ,. · to'&. 7 ~I' ~ .dQ'" ~J.4].,0' ~~\ :r9q~1'~:~'\\ ,,~ .p ~ · ¿¡ .. 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D. 0'" 0.... I.""~ ~'Q /' ~ ~ . ~ \: .,0... ..) \ ~ ~ / -- r 13 ~ ;..0 ,.... " ,/ ./..,,/./ /' ~ · -. .,,-. " 57 ,.. ~.¿//' - ~-~. ~~~ ~~' .,.,-, ,'. ../ /'........... . ,- f"; '~ 17~, 1. ~ ./ ~ ~ ~ 1 " J SCALE I" PRELIMINARY PLAT BLOCKS 1 THRU 6 STONYBROOKE SOUTH ADDITION ---- BEING A TRACT OF LAND OUT OF THE T. It, MARTIN SURYEY. A~ NO, 1055. AN ADDITION TO THE CITY OF NOATH AICHLANO HIl TAAAANT COUNTY. TEXAS, 31,7'7 ACAES. (ZONED Ai. AI. L A'-D) / ENGINEER 1 t. 1 ( t OWNER SURVEYOR SUAIt COLLINS INVESTMENTS '221 RUFE 5NOW DAIVE NO. R I CHLANO HILLS. TX, 7.111 (117) 211-2"1 LANDES L A550C,. INC. 1020 MACON ST.. SUITE 10 Fr. WaR TH. rx. 71102 (117) 170-1220 STEMBRIDGE L ASSOCIATES. INt, '021 DALEY AYE. _ SUITE 101 NO. R lCHLANO HILLS. rx. 7'11' (17) 214-1111 16 I Ie I I I I I I I Ie I I I I I I Ie I I 1. Proposed name of the subdivision, which shall not be a duplication of any existing subdivision name, whether by spelling or pronunciation, or any other sub division within the City or within its extraterritorial jUrisdiction, unless the proposed subdivision is a subsequent fi1ing or replat of the existing subdivision. ' 2. Names and addresses of the developer/subdivider, record owner, engineer, land planner, and surveyor. 3. The location and dimensions of all proposed streets, alleys, blocks, lots, parks, other public areas, reservations, easements or other right of way within the subdivision. Such locations and dimensions shown on the plat shall be given in sufficient detail to show compliance with the requirements of the Ordinance and with the provisions of the City Zoning Ordinance in respect to the size and orientation of the lots as required by the zoning of the subject tract. 4. Names of contiguous subdivisions and the plat layout of such subdivisions. The owners names and addresses of any parcels of unsubdivided property surrounding the proposed plat shall be shown. 5. The current zoning of the proposed subdivision and all adjacent tracts and/or subdivisions surrounding the proposed subdivision. 6. Lot sizes and dimensions shall be given in sufficient detail to verify compliance with the specific requirements of the Zoning District(s) on the property. 7. Description, by metes and bounds, of the sub division boundary and/ or locate the tract to be subdivided on a location map at sc~ of 1" = 1,000' or 1" = 2000', which shall show the existing subdivisions, stréets, easements, rights-of-way, parks and public facilities in the vicinity. The proposed subdivision boundary lfnes shall be delineated on the Preliminary Plat in heavy lines to provide a differentiation as to the area proposed for platting · The acreage of the total area of the proposed plat shall be shown prominently on the plat. 8. Existing site features of the area shall be shown as follows: (a) The location and name of all existing or recorded streets, alleys, reservations, easements or other public right of way within the subdivision, intersecting or contiguous with its boundaries o~ forming such boundaries. (b) The location, dimensions, and name of all existing or recorded residential lots, parks, public areas, permanent structures and other sites within or contiguous with the subdivision. 9. The location and flow line of existing water courses and drainage structures within the subdivision and/or contiguous tracts. 10. Topographical information shall include contour lines on a basis of two (2') vertical feet or less. 17 I ., II Ie I I I I I I I Ie I I I I I I Ie I I Any off-site or adjoining areas outside the limits of the area to be platted which are relevant to drainage shall have similar topography or otherwise shall be level surveyed to give reasonable verification of the limits of such off-site drainage areas, and all such off-site drainage areas shall be shown on the drainage plan. The datum for all topography shall be that of the United States Coast and Geodetic Survey, City of North Richland Hills datum or other recognized datum source as approved by the City, with contours developed from field level surveys or from approved aerial photogrammetric interpretation of contours based on the proper control data. Topography shall be sufficiently detailed to establish all drainage areas (and subareas) with accuracy of +-10%. Delineation of drainage areas and all flow arrows shown should represent flow pattern of runoff after all proposed improvements have been installed and all lots have been developed. Professionals with responsibiJity for accuracy of topography shall affix their professional seal on the drainage plan along with a signed certlf:i.cate of responsibility for the topography and delineation of the drainage areas. (See Sample Below). I, , a Professional Engineer registered in the State of Texas, have prepared this drainage study in compliance with the latest published requirements and criteria of the City of North Richland Hills, and have verified that the topographic information used in this study is in compliance with said requirements and is otherwise suitable for developing this workable overall Plan of Drainage which can be implemented through proper subsequent detailed construction planning. SIGNA TURE , P. E., SEAL 11. A number or letter to identify each lot or tract and each block. 12. Where the proposed subdivision constitutes a unit of a larger tract owned by the subdivider, which is intended to be subsequently subdivided as additional units of the same subdivision, the Preliminary and Final Plats shall be accompanied by a layout of the entire area showing ~he tentative proposed layout of streets, blocks, drainage, water, sewer and other future improvements for such areas. The overa1llayout, if approved by the Commission, shall be attached to and filed with a copy of the approved sub division plat in the permanent files of the City. Thereafter, plats of subsequent units of such subdivision shall conform to such approved overall layout, unless changed by ~he Commission. 13. Front building set-back lines should be shown on all lots or tracts in accordance with the requirements of the City Zoning Ordinance for the proper districts (s) . Front yard building set-back lines should be shown on side yards of lots with side street frontage. 14. The Preliminary calculation of the drainage areas and run-off showing design storm frequency and other appropriate design criteria. 18 I .' Ie I I I I I I I {' I I I I I I -- I I E. PROCESSING OF PRELIMINARY PLATS 1. Upon receipt of the Preliminary Plat and the required Engineering Plans with the necessary fí1ing fees, the Director of Planning and Development or his designee shall. check the Preliminary Plat as to its conformity with the City's Comprehensive Plan, Land Use Plan, Land Use Plan, Zoning Ordinance, lot size requirements, subdivision and street names and other applicable City standards. The Director of Planning and Development shall. provide a written critique of the plat for the use of the applicant and his engineer. 2. The Planning and Zoning Coordinator shall. refer a copy of the Preliminary Plat and the City Engineering Plans to the Public Works Department and/or the City Engineer for review of the conformance of the plans to the standards and specifications of this Ordinance. The Public Works Department shall. prepare a written critique of the engineering plans which shall be returned to the Planning and Zoning Coordinator for distribution to the applicant and his engineer in conjunction with the review cömments of the Director of Planning and Development. --:f.-X-êopy of all Preliminary Plats shall. be sent to the various franchise ut:l1ities doing business in the City to solicit their comments regarding the need for easements, right of way, etc. 4. After the applicant and his engineer are provided a copy of the Staff comments on the plat and the Public Works Department/Engineer's comments on the engineering plans, the applicant and his engineer shall. respond to the com ments in writing. The Preliminary Plat and the written comments from the City Staff and the City Engineer along with th~ response from the subdivider and his engineer shall. comprise the docket material for the cõnsideration of the Planning and Zoning Commission along with åny other pertinent data which the City Staff shall. assemble for the use of the Planning and Zoning Commission. 5. If all. requirements are completed or if the necessary requirements can be stipulated to be provided on the Final Plat, the Com mission shall. consider the plat at the next available regularly scheduled Planning and Zoning Commission meeting. 6. Once Preliminary Plat approval has been given by the Planning and Zoning Commission the applicant may proceed with preparation and submittal of a Final Plat Application. If a Final Plat Application has not been filed on at least a portion of the area covered by the Preliminary Plat within one (1) year from the date of the approval of th.e Preliminary Plat by the Commission, the Preliminary Plat becomes nun and void. If in the event that only a portion of the Preliminary Plat has been submitted for Final Plat action, those areas not platted within three (3) years of the date of Preliminary Plat approval shall. be nun and void unless an extension of time is granted by the Planning and Zoning Commission. 19 I ., w Ie I I I I I I I {' I I I I I I Ie I I . ¡ SECTION 1-04 FINAL PLAT AND CONSTRUCTION PLANS A. GENERAL No subdivision of land shall be accomplished without proper submittal, approval and adoption of a Final Plat in accordance with this Ordinance and in conformance with the Master Plan of the City of North Richland Hills, Texas. The Final Plat must be prepared and sealed by a registered Public Surveyor and must be accompanied by the necessary engineering construction plans, prepared and sealed by a Civil Engineer, licensed to practice in the State of Texas and must be representative of the layout and configuration as approved in the Preliminary Plat. B. TIME AND PLACE FOR FILING The subdivider shall file the Final Plat by submittal of the completed Final Plat Application and Checklist along with the necessary copies of the plat and engineering plans to the Planning and Zoning Coordinator with the required fees. The deposit of and acceptance of the fees shall constitute formal request for plat consideration. c. FORM AND CONTENT 1. The final plat and accompanying data shall conform to the Preliminary Plat as approved by the Commission incorporating any and all changes, modifications, alterations, corrections and stipulations imposed by the Commission. 2. The final plat shall be drawn on individual sheets not excêeding 24 inches X 36 inches in size with a left hand margin of 1-1/2 inches. The Plat shall be drawn to a scale of one (1) inch = 100 feet or greater. Where the entire plat cannot be drawn on a single page, the plat may be placed on multiple sheets. In this instance an index sheet or drawing of the entire subdivision J at an appropriate scale shall be included. 3. If desired by the subdivider and approved by the Commission, the Final Plat may constitute only that portion of the approved preliminary Plat which the subdivider proposes to record and develop. However, such portion shall conform in all respects to the requirements of the Ordinance. 20 \,'Gt.. . J~8 - I:'ì ~:·3. 5 8LK 9 I 15 .~7 aJ :2,1¡:~_j I~O "~a2t:~ · f í-n-43~--7S:~"-~-"'-ao:.r --'0:.1.0'- -'0740'- -'0.10'- -'J.-:QO 1-U. 0:. - . ,_ ~ ¡i;---- 7.s~1" _ _ r--H'.---- ..-: " ~. .,.. V.I. _ ., -l:' r= -~I - U.JI.... i I '. - -.... ILK H 1.. - :... 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''''~'''./ ..' ,'. .~. . \ ~$) z ~ '. -~., ,..,. ~.'~ ,..: ,. ..- '/,'0 ~ 0 11--_<;: ,.' .... , .~~'~. \,. 'l£..'.'1.:,- .....-/ .~~, [::'.~," ? ~ ~ç..' ~~11~ .,þ ~... ....~. \. . "'¡¡z'u'r ,~.O''''''''~..'1. ,..1 ~""o··~~rn¡-¡1... If) 1.1')0'1 '0' ~1..~..~~, ; . '1 ... ''J. U '~;.~,,'), llii4.~;..:: n1.5t~. ~.-.)., :. ~,~ u .. ! "~~I' )1 /~,......' . t 1~'.0.:~~\). .. __ /~li3'27'W 1 -I P:O. B. Ie t . , - SCALE ,- 1 _. ~ CC~'-L. At't'1{ , VOL 388-(: PG.~ a .JERRY DOSICO(., ET UX TI LLIE DOSKOCIL ",_/ = YOL.463' PG.4S A I· ODELL sr. 1 f -. I 1~~~~iŠ~~?ÃR¡(· . . I ~ , I " I FINAL PLAT ~. ~. ~Q' BLOCKS 1 THRU STONY8ROOKE SOUTH 7 1 ~ o~ \)~ ~~~ (no.ol Þ. ADDITION , , D.E. DENOTES "'INI...uw FINISH FLOOR ELEY. DENOTES ORA INAGE EASE~ENT BEING A TRACT OF lAND OUT OF THE T .It. YAJlTIN SlIrVEY, US' NO.IO". AN ADOITION TO THE CITY OF' NORnt RICHuNO HILLS. TARRANT COUNTY. TEXAS. 31.7" ACRES (ZONED A-2, R-I. L R.'-D) 184 lOTS ~. c:,. ,. , U.E. DENOTES UTILITY EASo..ENT O\A/NER SURVEYOR ENGINEER I BURl{ COll INS IHVEST\t[HTS '221 RUFE SNO" ORIVE NO. RICHLAhO HILLS, TX. 71111 (117) 2"-2651 UNOES L ASSOCIA TES. INC, 1020 WACOH ST. SUITE 10 ,r. WORTH. TX. 71101 (117) .70.1220 STntsAtOGE L ASSOCIATES, INC. ~021 DALEY AVE., SUITt 101 110. AICHLANO HILLS, rl. 71111 (117) 25'-131) I . ' Ie I 4. In addition to the various requirements for the Preliminary Plat, the Final Plat shall also include the following: (a) Proposed name of subdivision, indicating if the proposed subdivision is an extension or subsequent filing of an existing subdivision. I I (b) Owner's acknowledgement and subdivision dedication (see sample below). The dedication shall contain an exact metes and bounds description of the plat being submitted. The boundary lines of the proposed subdivision shall be delineated on the Final Plat in heavy lines and the metes and bounds description of each line shall be inscribed thereon. (c) The exact location, dimensions, name and description of all existing or recorded streets, alleys, reservations, easements, or other public right ·of way within the subdivisiDn, intersecting or contiguous with its boundary or forming such boundary, with accurate dimensions, bearings or deflecting angles and radii area, and central angle, degree of curvature, tangent distance and length of all curves where appropriate. w"''';'' /-/' I I I I , (d) The exact location, dimensions, description and name of all proposed streets, alleys, drainage, right of way, parks, other public areas, reservations, easement or other right of way, blocks, lots and other tracts within the subdivision with accurate dimensions, bearings, or deflecting angles and radii area, and central angles, degree of curvature, tangent distances and length of all curves where appropriate. On plats of commercial properties under development, the plat shall include the location and description of fire lanes' and emergency access easements as required by the Fire Prevention Code of the City. I I (e) General easements for the use of public ut:ili.ties of not less than five (5) feet in width shall be provided on each side of all rear property lines. If necessary for the extension of water or sewer mains, storm drainage or other ut:ili.t:ies, easements of greater width may be required along lot lines or across lots. In all cases, easements shall connect with easements already established in adjoining properties or extend to connect with public right of way. I I (f) Surveyor's Certificate with seal for Plat (See sample below) and Engineer's certificate with seal for construction plans. I I -- I I (g) A statement noting the Planning and Zoning Commission's approval with appropriate blanks for signatures. (See Sample Below) The size of the Commission acknowledgement shall be at least two (2) inches by four (4) inches. (h) A statement noting the City Council's approval with appropriate blanks for signatures. (See Sample Below) The size of the City Council acknowledgement shall be at least two (2) inches by four (4) inches. 22 I ., . Ie I I I I I I I -- I I I I ,I I Ie I I STATE OF TEXAS § COUNTY OF OWNER'S ACKNOWLEDGEMENT AND DEDICATION § I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: (Metes and Bounds Description of Boundary) and designated herein as the subdivision to the City of North Richland Hills, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, water courses, drains, easements, rights-of-way and public places thereon shown for the purpose and uses therein expressed or shown on the plat. Owner STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared , known to me to be the person (s) whose name(s) is (are) subscribed to the foregoing instrument, and acknowledged to me that (t)he(y) executed the same for the purposes and considerations therein stated. Given under my hand and seal of office this 19 . - day of Notary Public in and for the State of Texas My Commission expires , 19 STATE OF TEXAS COUNTY OF § § C E R T IF! CAT E 0 F SUR V E Y 0 R WHO PREPARED PLAT I, the undersigned, a (registered public surve~or/licensed land surveyor) in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual ground survey of the property made under my supervision. (Surveyor's Seal) Registered Public Surveyor or Licensed Land Surveyor 23 l- Ie I I I I I I I f I I I I I I Ie I I THE PLANNING AND ZONING THE CITY COUNCIL OF COMMISSION OF NORTH NORTH RICHLAND HILLS ON RICHLAND HILLS ON (date) ,19, VOTED (date) 19 AFFIRMATIVELY TO APP'ifOVE THIS VOTED AFFIRMATIVELY TO RECOMMEND PLAT FOR FILING OF RECORD APPROVAL OF THIS PLAT BY THE CITY COUNCIL BY: BY: CHAIRMAN MAYOR ATTEST: ATTEST: SECRETARY CITY SECRETARY Recommend Adoption by Planning and Zoning Commission. Statement of Adoption by City Counill. (i) Complete construction plans shall be submitted for all water, sanitary sewer, street and drainage improvements, alleys, and sidewalks, if any, and other improvements to be constructed. These plans shall be submitted on standard 24 inch by 36 inch drawing sheets. Street, alley, sidewalk and storm sewer plans shall be presented on plan and profile sheets and platted to the scale of one (1) inch equals 40 feet or one (1) inch = 50 feet hOrizontal, and one (1) inch equals 4 feet or 1 inch = 5 feet verticaJ,~ The plan portion of these shall show the right-of-way of intersecting streets. The street profiles shall show the existing ground and proposed grade lines at five (5) points of the cross-section, including at the center line of the street, the top of curb lines, and the property lines. Typical cross-sections shall be shown for the streets showing the type and width of pavement proposed for the streets. Detailed plans shall be submitted for any bridges, culverts, catch basins, and other drainage structures, or any other improvements to be made. Design Standards of the City in effect at the time of submission of the plan shall be used, subject to the approval of the Planning and Development Department and the City Engineer. E. PROCESSING OF FINAL PLAT AND CONSTRUCTION PLANS 1. An applicant wishing to have a Final Plat considered must submit a completed Final Plat application and Checklist and the necessary filing fees accompanied by the appropriate number of copies of the Final Plat and Engineering Construction Plans for the proposed subdivision. Acceptance of these docu ments will constitute an official filing of the Final Plat for consideration by the Planning and Zoning Com mission. 2. Upon receipt of the Final Plat with Construction Plans and the required filing fees together with the completed A pplication and Checklist Forms, the Director of Planning and Development or his designated 24 I: Ie 1 1 1 1 I I I t' 1 I I I I I Ie I I subordinate shall check the plat as to its conformity with the City's Comprehensive Plan, Land Use Plan, Zoning Districts, lot size requirements, subdivision and street names and other applicable City Standards. 3. No subdivision plat shall be submitted to the City Council for final approval unless and until all taxes, assessment, charges and other monetary obligations due to the City of North Richland Hills and currently outstanding on the property are paid. Receipts of such payment must be submitted with the Final Plat application to the Planning and Zoning Coordinator. 4. The Planning and Zoning Coordinator shall transmit one (1) copy of the final plat and construction plans to the Public Works Department and/or City Engineer for review as to the conformity with applicable engineering standards and specifications set forth herein as well as with generally accepted engineering principles when not covered specifically herein. The Public Works Staff and/or the City Engineer shall return the plans to the Planning and Zoning Coordinator with their suggestions as to modifications, additions, alterations or other matters pertinent to the plat and plans. ~-,,/ 5. The Planning and Zoning Coordinator shall provide to the applicant. and his engineer the written critique of the Planning and Development. Department and the Public Works Department. The applicant will be required to provide written response to all the Staff comments as to his compliance, modifications of the plans, and alterations made to satisfy the Staff comments. The Final Plat and the written comments from the City Staff and the City Engineer along with the response from the subdivider and his engineer shall comprise the docket material for the consideration of the Planning and Zoning Commission along with any other pertinent data which the City Staff shall assemble for the use of the Planning and Zoning Commission. 6. At the next available regularly scheduled Planning and Zoning Commission meeting the Commission shall take action on the plat, jf all requirements are completed. The Commission shall then forward the plat to the City Council with the Commission recommendation for approval or with en u merate d stlp ulations. 7. In the event that the Commission determines that a Final Plat is not in compliance with the Ordinance or does not meet the necessary criteria for approval, the Commission shall disapprove the Final Plat. Disapproval by the Commission shall be final and no recommendation will be sent to City Council. Should an applicant desire to appeal the action of the Planning and Zoning Commission he may file a notice of appeal with the Planning and Zoning Coordinator with ten (10) days of the hearing before the Commission in which the denial action was taken. The Planning and Zoning Coordinator will schedule the appeal hearing before the City Council at the next available City Council agenda. 8. The City Council shall schedule the plat for hearing at its next available regularly scheduled agenda. All docket materials which were submitted to the Planning and Zoning Commission for consideration along with a Staff Report Cover Sheet indicating the recommendation of the Planning and Zoning Commission shall comprise the agenda material provided for the City Council hearing. The City Council may approve the submitted Final Plat, deny the plat or approve the plat with stipulations. The action of the City Council shall be final in the consideration of the proposed plat. 25 I :' Ie I I I I I I I Ie I I I I I I Ie I I 9. Upon approval and adoption of the final plat the documents will be returned to the Planning and Zoning Coordinator for processing. The Planning and Zoning Coordinator shall secure the necessary signatures from the Mayor and City Secretary, and the Planning and Zoning Commission Chairman and Commission Secretary. The Planning and Zoning Coordinator shall also verify that all required contracts, covenants and City-D eve10per Agreements have been executed by the appli.cant. Upon verification of these matters the Planning and Zoning Coordinator shall submit the plat to Tarrant County Plat Records Office for filing. Upon receipt of the official filed copy of the plat from the Tarrant County Records, the Planning and Zoning Coordinator will place the official filed copy in the City Plat File and distribute the necessary copies of the plat. The original of the plat with the filing data noted will be returned to the Developer's Engineer or Surveyor. 10. The approval and adoption of the Final Plat shall be valid only jf the processing is completed and the plat is filed of record within one hundred eighty (180) days of the date of the City Council approval. Thereafter, the subdivider must obtain an extension of time from the Planning and Zoning Commission if he wishes to file the plat and such extension may be either granted or denied by the Commission, at their option. 11. Approval of the Final Plat by the City Council authorizes the Developer to proceed with the installation of the publi.c facilities in the subdivision as approved in the engineering plans. F. ISSUANCE OF BUILDING PERMITS, FINAL INSPECTION AND ACCEPTANCE 1. In residential subdivisions Building Permits will not be issued until all publi.c fa~s approved in the construction plans have been inßtalled and inspected by the Public Works Department. Upon successful complètion of the construction of the publi.c faclli.t:ies and receipt by the Public Works Department of the "as built" construction plans, (lias built" construction plans shall be furnished in accordance with the Public Works Director's instructions) the Publi.c Works Department will issue a formal letter of acceptance of the sub division. 2. In commercial and industrial subdivisions, Building Permits may be issued upon completion of the utility systems to a point where req uired fire hydrants and fire protection systems have been installed and are functional to provide protection for the buildings under construction. In cases where Building Permits are issued prior to all public facilities being completed, no Certificate of Occupancy- for any building may be issued until such time as all construction of publi.c facilities has been completed and accepted by the Public Works Department. 3. Upon completion of the public facilities approved in the Engineering Plans, the developer's engineer will submit to the Public Works Department a copy of the "as-built' drawings of the project along with a complete accounting of all construction units "as-built" and the total project cost. 4. The City will not accept any street, sidewalk, drainage or utlJity construction for maintenance until an acceptable two (2) year maintenance bond for all facilities in the subdivision or approved section of said subdivision has been presented to the City. 26 I . , · A Ie I I I I I I I Ie I I I I I I Ie I I SE C TIO N 1-05 REPLA TS A Replat is required any time it is proposed to subdivide an existing-.platted lot or tract into smaller lots or any time it is proposed to combine existing smaller lots or or tracts into a larger tract. A. OWNERSHIP A proposed Replat must be formatted to include all of the property within the existing lot or lots which are currently filed of record. No Replat may be approved which does not contain the signatures of all the affected property owners. B. PROCEDURES 1. The procedures to be followed for replatting preparation are the same as those for the preparation of Final Plats. Replats will be reviewed for completeness by the Planning and Development Department and for Engineering Requirements by the Public Works Department and/or the Civil Engineer. ~/' 2. Any replat involving an existing residential subdivision limited to one or two family residences or any lots which were, in the past five years, limited to one or two family residences by zoning or deed restrictions shall be subject to following conditions in addition to the other provisions of this section. A. The Planning and Zoning Commission shall hold a public Jiearing on the proposed replat to allow parties with an interest to be heard. B. Notice of the public hearing before the Commission shall be given in the following manner: (1) At least fifteen (15) days prior to the date of the Commission meeting official notice of the public hearing shall be published in the City's official newspaper. (2) Written notice of the public hearing shall be mailed to all property owners within the existing plat. Should the existing plat contain more than one hundred (IOO) lots, the required notice will be sent to all property owners within five hundred (500) feet of the proposed replat. Such notices shall be mailed not less than fifteen (I5) days prior to the scheduled meeting. C. If twenty (20%) percent, or more, of the owners to whom notice is made, file with the Planning and Zoning Commission a written protest of the proposed replatting, prior to or at the public hearing, then approval of the plat may proceed only if the subdivider secures written consent of at least sixty six and two-thirds (66 2/3%) percent of the owners to whom notice was made. 27 I :. D. Ie I I I I I I I t' I I I I I I Ie I I Proposed replats which are submitted solely for purpose of meeting one or more of the fonowing criteria may be exempted from the public hearing process of Section 2 above. (1) To correct an error in any course or distance shown on the prior plat. (2) To add any course or distance that was omitted on the prior plat. (3) To correct an error in the description of the real property shown on the plat. (4) To indicate monuments set after death , disability, or retirement from practice of the surveyor charged with responsib:ûities for setting monuments. (5) To show the proper location or character of any monu ment which has been changed in location or character or which originally was shown at the wrong location or incorrectly as to its character on the prior plat. (6) To correct any other type of scrivener or clerical error or omission as 'previously approved by the City Council; such errors and omissions may include, but are not limited to, lot numbers, acreage, street names, and identification of adjacent recorded plats. (7) To correct an error in courses and distances of lot Jines between two adjacent lots where both lot owner.ø join in the application for plat amendment and neither lot is abolished, provided that such amendment does not attempt to remove recorded covenants or restrictions and does not have a materially adverse effect on the property rights of the other owners in the plat. (8) To relocate a lot line in order to cure an inadvertent encroachment of a building or improvement on a lot Jine or easement. 3. Replats will be considered by the Planning and Zoning Commission upon completion of the comments from the Staff and City Engineer. Th~ Planning and Zoning Commission will make a recommendation to the City Council as to the disposition of the proposed replat. 4. The City Council will consider a proposed replat upon the recommendation of the Planning and Zoning Commission. No replat shall be considered by the City Council on which the required fees and assessments have not been paid or on which the necessary covenants and contracts have not been executed by the developer. 5. Filing of approved Replats shall be processed by the Planning and Zoning Coordinator in exactly the same ma'nner as Final Plats. 28 I · Ie I I I I I I I {' I I I I I I -- I I SE C TIO N 1-06 SHORT FORM PLATS A Short Form Plat request may be submitted on a property jf the following conditions are met. 1.. There must be an existing bu:f1ding on the lot capable of being occupied as a legal residence or business. 2. The lot must not have any apparent drainage problems or contribute to or cause a drainage problem on another tract. The City Engineer will review the Master Drainage Plan of the City in relation to the proposed lot to determine whether a drainage study may be required by the applicant's engineer in order to satisfy this provision. 3. The subject tract must be less than five (5) acres in size. ../ 4. The lot must front on a paved dedicated street and additional right of way shall be dedicated if needed. 5. All ut::Wties required to serve the lot are in place or arrangements to provide same have been made with appropriate easements being shown on the plat. When all of the foregoing conditions have been met the applicant may submit a Short Form Plat for Final Plat consideration by the Planning and Zoning Commission and the City Council. .- Processing of the Plat Application will. follow the sam~ procedures as those of a Final Plat. 29 I -- I I I I I I I , I I I I I I lit I I SECTION 1-07 CITY-DEVELOPER AGREEMENTS In the event that the Developer of a proposed subdivision requests participation by the City in the construction of the pub.Iic fac:ili.t:ies and that participation is approved by the City Council and the total participation costs by the City exceed $5000, then the City must assume the contract administration for construction of the public facilities. 1. The Developer must execute a City-Developer Agreement (See attached forms) for all fac:i1ities on which the City provides the contract administration. Such agreement must stipulate that the Developer will assume costs above and beyond the authorized participation of the City. 2. All City-Developer Agreements must be executed by the Developer and submitted to the City for approval prior to the processing of the Final Plat for filing of record. ,/ //-- CITY- DEVELOPER AGREEMENT THE ST A TE OF TEXAS § THE COUNTY OF § KNOW ALL MEN BY THESE PRES-ENTS: That , an individual D. B. A. (or) a Corporation organized under the laws of (or) a Partnership consisting of of the County of S tate of , hereinafter called Developer, and the City of North Richland Hllls, Tarrant County, Texas, hereinafter called City, enter into the fonowing contract: In consideration of the mutual covenants herein contained and for the purpose of providing to increment(s) of the Addition to the City of North Richland Hllls, Texas, as filed of record in Volume 30 I Ie I I I I I I I , I I I I I I Ie I II Page of the Plat Records of Tarrant County, Texas (or if not yet fUed, as shown on the plat attached hereto) the parties hereto do agree: 1. The Developer agrees to pay the City an inspection and processing fee in the amount of % of the construction cost of the facilities required to serve his subdivision, and in addition, at no cost to the City, to have complete construction plans, specifications and other Contract Documents, prepared by a registered professional engineer who will also furnish construction layout, cut sheets and field adjustments; 2. The Developer agrees to furnish all permits, easements, right-of-way or other sites necessary for the project at no cost to the City, or to reim- burse the City for all costs incurred if such items are acquired by the City, and to abide by all properly approved rules and regulations of the City of North Richland Hills. 3. The Developer agrees to post with the City a cash deposit to be placed in escrÇ>W or an "Irrevocable Commercial Letter of Credit" in the amount equal to the total construction costs. Such letter of credit wm be in compliance with the requirements of the City's Ordinance No. 1312. The City wm enter into a contract with the Contractor who will perform the work and who will be paid by the City from the deposit or letter of credit posted by the Developer. 4. Developer understands and agrees that he has no authority t9 cancel, alter or amend the terms of the construction contract without .specific written authority of the City and that he shall be responsible for paying the costs of any cancellations, alterations, or amend ments to the Contract unless specifically provided otherwise by written authorization from the City. 5. The City wm participate in the cost of oversizing portions of the facilit::i.es as fonows: 6. The Developer will. be eligible for refunds in accordance with standard policy of the City on "Boundary and Off-Site" fac.ili.t:i.es as follows: 7. The City will provide the inspections as required and upon satisfactory completion of the work, the City will accept ownership and operation of the system. 31 I Ie I I I I I I I , I I I I I I -- I I 8. Upon completion of the work good and sufficient title to all facilities constructed warranted free of any liens or encumbrances is hereby vested in the City of North Richland Hills. 9. Special provisions: IN WITNESS WHEREOF, the parties to these presents have executed this Contract in five (5) counterparts. each of which shall be deemed an original on this the day of J 19 . DEVELOPER (SEAL) BY CITY ATTEST: CITY SECRETARY BY 32 I Ie I I I I I I I , I I I I I I Ie I !I THE STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledges to me that he executed the same for the purposes and considerations therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS day of J 19 -' Notary Public in and for County, Texas 33 I · Ie I I I I I I I t' I I I I I I Ie I I SE C Ira N 1-08 CONTRACTING CONSTRUCTION A. PROCEDURE On projects not requiring City Developer Agreement the Final Plat Approval authorizes the Developer to proceed with construction of the water, sewer, street drainage and traff:1c fac:ilit::i.es required by the Engineering Plans. All construction shall be in accordance with the applicable Sections of this Ordinance. The Developer may choose his own contractor subject to the contractor execution the necessary bonds with the City and payment of the Inspection fees required for each portion of the public faciJiti.es. B. CrT Y PAR TICIP A TIO N In developments where, by reason of City policy, the City Councll deems it advisable to. participate in the community fac:il1.t:ies being constructed to the extent of five thousand ($5,000) dollars or more, the contract for such - construction shall always be advertised for bids in accordance with the City's Charter and shall require the execution of a City-Developer Agreement as noted above. The Developer shall deposit with the City the funds required to pay his portion of the construction costs prior to the construction and the City shall secure the contractor and administer the project. It shall be the responsibility of the Developer's Engineer to prepare all contract documents for the use of the City and the contractor as well as all. copies of the Engineering Plans for the bidding and construction of the project. 34 I J Ie I I I I I I I r I I I I I I . I I SECTION 1-09 STREET AND EASEMENT VACATIONS A. PROCEDURE When a citizen, group of c:!tizens or developer wishes ito propose the closing or vacation of a specific public right of way, street or easement, the following procedures must be fonowed: 1. A petition requesting the proposed closing or vacation must be presented to the Planning and Development Department together with the appropriate fi1ing fee. Such petition must contain the signatures of all property owners holding property adjacent to the portion of the street or easement which is proposed to be vacated. 2. The Planning and Development Coordinator will set a public hearing of the proposed closing before the Planning and Zoning Commission at a regularly scheduled Commission meeting. a. Public Notices will be mailed to all. property owners affected by the proposed closing or vacation at least fifteen 915) days prior to the scheduled meeting. 3. The Commission will conduct a public hearing allowing opportunity for interested parties to express their opinions of the proposed closing or vacation. At the close of the public hearing the Commission will make a recommendation to the City Council as to the advisability of approving the proposed closing or vacation. 4. The proposed closing or vacation will then be set for public hearing before the City Council by the following notices. a. The hearing will be noticed by the publishing of a legal notice in the official City Newspaper at least thirty (30) days prior to the schedule hearing. b. Adjacent property owners will be notified by mail of the proposed public hearing at least thirty (30) days prior to the scheduled hearing. c. Notice of the proposed hearing before the City Council will be posted in three (3) public places within the City at least thirty (30) days prior to the scheduled hearing. 5. The City Council will conduct the public hearing on the proposed closing or vacation allowing opportunity for all interested parties to express their opinions on the matter. At the close of the public hearing the City Council will make a determination whether the evidence presented at the hearing and the recommendation of the Planning and Zoning provide sufficient justification for proceeding with the closure or vacation. 6. If the City Council determines that the vacation or closure should proceed, the City Staff will. be instructed to perform the following: a. Secure an appraisal of the value of the p hysical property involved in the closure. 35 I b. Advertise and accept bids for the sale of the vacated right of way or easement. Ie I c. Prepare and submit to the City Councll for execution documents for sale of the property involved in the vacation or closure. I I I I I I -- I I I I I I Ie I I 36 I . Ie I I I I I I I P I I I I I I Ie I I SECTION n APPENDIX PURPOSE The fonowing appendices to this Subdivision Ordinance contains the various construction criteria, techniques, and details which are the minimum requirements of the City of North Richland Hill.s for the required public fad1i.t:i.es. These data are primarily intended for the use of the Developer and his Engineer to enable the applicant to provide the proper design for the public facilities associated with the proposed development. These criteria are ,not intended as an exhaustive list of the construction techniques available. In the event that specific circumstances dictate additional requirements, it shall be the responsibfiity of the Developer's Engineer to provide the necessary details for construction to be approved by the Public Works Department and/or City Engineer. ,- . These Appendices to the Ordinance shall be considered as an aux:iliary document and may be modified by administrative action of the City at such times as may be appropriate in keeping with the most up-to-date construction techniques and specifications. 37 I .. -- I I I I I I I , I I I I I I . I I .' SE C TIO N 2-01 A. CONSTRUCTION PLAN REQUIREMENTS All construction plans for proposed public water, sanitary sewer, streets, drainage and traffic improvements shall. adhere to the following requirements: 1. Plans are to be designed, signed and sealed, and dated bya professional Civil Engineer registered in the State of Texas. 2. Plan and profile sheets to be maximum twenty four (24") inches wide by thirty six (36") inches long. 3. Horizontal scale shall. be one (1) inch equal forty (40) feet or larger. Vertical scale shall. be one (1) inch equal four (4) feet. 4. Appropriate hydraulic grade line or water surface proBle shall. be plotted with all. drainage design. Capacity, design discharge, friction slope, velocity, and velocity head shall. be noted on each- segment of drainage facflity whenever one or more of these parameters changes. B. 0 THE R UTILITIES 1. The developer shall. furnish all. easements and right of way necessary for construction of electrical, gas, cable TV, and telephone service to the proposed subdivision. 38 I lIt ~¡ -- I I I I I I I , I I I I I I . I I SE C TIO N 2-02 WATER SYSTEM A. WATER SYSTEM EXTENSIONS 1. Water systems shall have a sufficient number of outlets and shall be of sufficient size to furnish adequate domestic service. to provide adequate fire protection to all lots, and to conform to the City's current Master Water Distribution System Plan. 2. All water system installations shall be in accordance with the current City Water System Standards and Specifications. 3. All tee intersections of public water mains shall include at least two (2) gate valves. All cross intersections of public water mains shall include at least three (3) gate valves. 4. The minimum size water main in conventional single family resident:i.al areas shall be six (six") inches in diameter, except in cul-de-sacs which are less than four hundred (400') feet in length and do not require a fire hydrant installation. Cul-de-sacs meeting these criteria may be served by a four (4") diameter main. 5. The minimum size water main in all other areas shall be eight (8") inches in diameter. Larger diameter mains may be necessary if fire flow requirements so dictate. A fire flow analysis may be required by the Director of Public Works if deemed necessary to determine adequate. proposed water main sizes. 6. Minimum depth of cover over all water mains smaller than ten (lO") inches in diameter shall be three (3') feet. Minimum depth of cover for water mains ten (l0") inches and larger shall be three and one-half (3 1/2') feet. 7 · Where water mains are to be installed rights-of-way having roads constructed without curb and gutter J a plan and profile sheet shall be with the construction plans showing the existing street grades, preliminary future top-of-curb grades, and the proposed water main profile. 8. Resident:i.al water services shall not be directly connected to water mains sixteen (16") inches in diameter or greater. Parallel water mains to provide distribution and service are required in these cases. 9. All water services shall be placed at the lot line, between lots, where possible, unless approved otherwise by the Director of Public Works. B. Fire Hydrants 1. In all conventional single-family subdivision districts, fire hydrant spacing shall be every six hundred (600') feet along a water main and shall not allow the fire hose lay distance to exceed eight hundred (800') feet as 39 I · . -- I I I I I I I , I I I I I I . I I " measured along public right of way and/or emergency access easements. All lots within the proposed subdivision shall be within five hundred (500') feet radial distance of a fire hydrant. 2. In all other subdivision districts. fire hydrant spacing shall be every three hundred (300') along a water main and shall not allow the fire hose lay distance to exceed five hundred (500') feet as measured along public right of way and/or emergency access easements. The entire subdivision shall be within three hundred (300') feet radial distance of a fire hydrant. 3. Fire hydrants located on the opposite side of an arter:la1 street. i.e.. pavement width greater than forty-one (41') feet, from a.development shall be considered when determining adequate fire hydrant coverage. C. REQUIRED WATER MAIN EXTENSIONS All water mains constructed within a proposed subdivision shall be extended to the perimeter of the proposed subdivision to allow for future extension of the water system into adjacent properties. D. MATERIALS AND WORKMANSHIP All mater:ia1s and workmanship incorporated in water system extensions shall be in accordance with the currently adopted City Construction Specification. 40 I ~ -- A. I SECTION 2-03 SEWERAGE SYSTEM SEWERAGE SYSTEM EXTENSIONS All subdivisions developed subsequent to this Ordinance must be served by community sanitary sewerage collection, treatment and disposal systems approved by the City. Each lot must be provided with an individual service. I Exceptions may be granted to this requirement only 1£ all of the following cond~ons are met: I 1. The proposed subdivision consists of three (3) lots or less. I 2. The existing City Sewer System is not and cannot feasibly, in the opinion of the Public Works Department, be made ava:l1able to the area of development. 3. Percolation tests run by an independent testing laboratory are submitted to both the City and the County Health Department with results showing that a septic tank and absorption field can be developed to provide adequate disposal of the sewage. Where septic tank installations are permitted in lieu of a sanitary sewerage system J the plat must include dedicated alleys not less than 20 feet in width adjacent to all lots to facílit:ate the future installation of a sewerage system. Dedication of such alleys shall prohibit fencing or other obstructions that would interfere with the future installation of the sewers. I I I , B. SEWER EXTENSION I I I I I I ~ I I 1. Sanitary Sewer fac:lli.ties shall be provided to adequately service each lot or tract of the subdivision, and shall conform to the City's current Master Sanitary Sewer System Plan. 2. An sanitary sewer system installations shall be in accordance with the City's Sanitary Sewer Standards and Specifications. 3. No sanitary sewer majn shall be less than six (6") inches in diameter. All sewers shall be designed with consideration for serving the full drainage area subject to collection by the sewer in question. Exceptions to this requirement may be made only at the direction of the Public Works Director. 4. All services shall be placed at the center of each lot unless instructed otherwise by the Director of Public Works. 5. Vertical curves in the sanitary sewer mains will. not be allowed. 6. Manhole S pacing shall not exceed five hundred (500') feet. 7. All sanitary sewer mains shall end at a manhole. Cleanouts will. not be allowed. 41 I ~ ·'1 -- I I I I I I I , I I 'I I I I Ie I I C. LATERALS AND MAINS All lateral and sewer mains installed within a subdivision must extend to the borders of the subdivision as required for future extensions of the collecting system regardless of whether or not such extensions are required for service within the subdivision. D. LIFT STATIONS OR SEPARATE TREATMENT FACILITIES The provision for lift stations or separate treatment facilities will not. be permitted unless, in the opinion of the Director of Public Works and the City Engineer, there is no feasible alternative in order to provide the necessary service to the proposed subdivision. E. CONNECTIONS No connection shall be made to any sanitary sewerage system within the City which will permit the entrance of surface water or waste of other than domestic sewage characteristics without the specific authorization by the City Cauncfi. 42 I Ie I SECTION 2-04 STREETS A. STREETS REQUIRED I I I I I I f' An streets constructed within the City shall be required to be constructed with curbs and gutters. The required widths of all streets within the City shall be determined by the "Functional classification" of the streets as contained in the Master Thoroughfare Plan of the City of North Richland Hills adopted by the North Richland Hills City Council in August, 1985, and as subsequently amended. B. STREET DESIGN CRITERIA 1. An grading and drainage improvements necessary for the proper use of streets, highways and rights of way for public safety, shall be in accordance with the current City Street and Drainage Standards and Specifications. I I I I I I Ie I I 2. All. streets within or abutting the proposed subdivision shall be paved with curbs and gutters installed, in accordance with the City's Standards and Specifications. All paving shall be to the width specified on the Master Thoroughfare Plan and shall be constructed under the supervision of the Public Works Department. The construction cost of all street improvements shall be borne by the developer unless participation by the City has been approved . 3. Underground ut::il:ities required in the subdivision shall be placed under or across all streets after the rough grades are made, but prior to the paving being placed. Paving operations will not be allowed to start until all utility work is completed and accepted by the City. 4. Street grades shall be such that excessive sand deposition from too low a water velocity or pavement scouring from too high a velocity is to be avoided as far as possible. The minimum street grade permitted shall be 0.50%. The maximum street grade shall not exceed 8.0%. Any deviation from this range of permissible grades shall require the approval of the Director of Public Works. 5. Standard roadway widths from face of curb to face of curb are thirty (30') feet in a fifty (50') foot right of way, forty (40') feet in a sixty (60') foot right of way, forty-eight (48')feet in a sixty eight (68') foot right of way, sixty (60') feet in an eighty (80') foot right of way, two (2) twenty four (24') foot pavement sections with an eighteen (18') foot median in a ninety (90') foot right of way, and two (2) thirty-six (36') foot pavement sections with an eighteen (I8') foot median in a one hundred ten (110') foot right of way. 43 I ., Ie I I I I I I I {' I I I I I I -- I I The mm~mum class:f.f:1ed width of a proposed street may be enlarged under the following conditions: a. Adjacent to commercial or multi-famlly land uses where, in the opinion of the Planning Development Department or the Public Works Department, additional width is indicated for proper access and circulation. b · Where, in the opinion of the City or in the opmlOn of the developer with the concurrence of the City, the esthetic value achieved from extra width is dictated by special conditions. 6. No street shall be more than one thousand (1000') feet in length without an intersection with another street which will provide some degree of flexibility in traffic patterns and public convenience. 7. No street may be designed to be dead-ended without the installation of a cul-de-sac of fifty (50') foot radius unless the dead-end section is clearly shown to be extended by future development. No cul-de-sac street may exceed five hundred (500') feet in length. -/ 8. Standard reinforced concrete curb height and width is six (6") inches with a twenty-four (24") inch integral gutter section, measured from the face of the curb. Any deviation from this section w~ require the approval of the Director of Public Works. 9. The minimum pavement thickness for the various street widths shall be as listed below. Roadway Width (F/F) HMAC Minim u m Depth ' :.= Reinforced Concrete 30' 40' 48' 60' greater than 60' 6" 511 7" 611 8" 7" 8" 8u As directed by the Public Works Director Sub grade stab:ill.zation shall be in accordance with current City Standards and Spe~cations. 10. Minimum horizontal curvature radii for design of street centerlines shall be as follows: Arterial Collector Residential 800 feet 400 feet 200 feet 11. In order to maintain an adequate sight distance, the minimum "K" values for the computation of vertical curves,in the formula L=KA, where L is the .length of the vertical curve in feet, and A is the 44 I -- I I I I I I I , I I I II I I . I I algebraic difference of the street grades in percent (%) are listed below: DESIGN SPEED (MPG) 30 40 50 CREST VERTICAL CURVE "K" Value SAG VERTICAL CURVE "K " Value 28 50 80 35 50 70 12. The minimum radius for curb returns at intersections shall be twenty (20') feet to the face of the curb. 13. An cul-de-sacs shall have a turnaround provided, having a minimum outside roadway radius of forty (40') feet to the face of the curb. 14. A tangent of at least one hundred (100') long shall be introduced between reverse curves on arterial and collector streets. 15. At all street intersections there shall be provided a minimum ten (10') foot corner clip sidewalk and ut:lli.ty easement diagonal to the street right of way Jines. 16. Reinforced concrete valley gutters shall be required at all street intersections where gutter flowlines cross another street or at low points where water flow crosses the street. c. SIDEWALKS 1. Sidewalks shall be installed on all streets classified as a. Collector Street or larger. 2. Sidewalks shall be constructed of four (4") inch thick three thousand (3000) P. S.1. compressive strength concrete reinforced with 113 steel bars laid on eighteen (18") inch centers tranversely and fourteen (14") inch centers longitudinally. 3. Sidewalks shall be a minimum four (4) feet in width. The sidewalk shall be located on the City parkway adjacent to the private property line. Sidewalks shall be graded such that the sidewalk at the property line shall be no greater than two and one-half (2-1/2") inches higher than the top of curb. 4. Under specllic circumstances the Public Works Director may approve deviations from these criteria to satisfy individual site requirements. D. CITY PARTICIPATION Where a street is designated as a Collector or Arterial Street on the City of North Richland Hills Thoroughfare Plan, the City will participate in the construction costs of that thoroughfare in conventional single family residential areas only. The City's participation is limited to streets wider than thirty-six (36'). In these designated streets the City will pay all of the paving costs for the additional street width above the thirty-six (36') when it is determined that the need for the additional street capacity is not directly 45 Ib .",....": , . .:.; . "--~ lit I I I I ~ I V,!iR I ES ." j t C!1 TiER 'c::.: . (2!I TYPE "n" H.N.A.C. I I ~¡.~ ~ :.~__. :; ~:_:: .¡/?-. . " , -. :~ /. . ., I ~;=f '. · -: · ..". . - - . \. '.' ':'. ." - :.'::' .1.' :. ". .:. '.: -. · - .' : · · ~ :'::::,,:. .: :.: ::_ . ~,.~ . t:.~. . ~~ ~.: . '. - .: ..".. ". . . . . :. . .' . " . '. ........ " . . -" . . .' .: . . . : '. :..: :;.~". :. '. '., .' ·..·-f .. ~ -. -. '. n .. . '., '. '. _ .. ._ '.~ ..:;). ". . ~::i.. ::- .: · ':'.q".: ' ". :_: .&:J.: il'~" . :.. \: .-. ~- "-::-.::. :. · "~..: · .' >. :. '. " :'. ..~"' ...:. :.- ~ ,: :- _: :.... . : ': i :.: . :.: ~..:. : .. ..- .::. I-···l-Þ · &.. .. .... . .':.. ~'~'".. ,#-_. '.:! .....:J_.. '" '.1:1.'. '~..,. , ..... ----~- "T;'y~ I . ··-----~9-/'".' ~l'._. __ ._ . ~.,- -' . .. - '. . -":". . / - --.. -.!..:.... :'. . ..' .... . . .. .'. '" . - . '\ -- -~ - '. . I ~, : · .--. " -':/.'''\;.. " ,'\ ,..¡ ~. .'. .,~..____ j,' :-:;.: :.:.'..:..... .,.-= - ... . .. . . .....: ~ ~.' ~,/ '.... .:.';'. · ....:. fì ¡; S J-·t~..!? 'I L 1"_7 ,e n ('''"II n f'" ~ .' ~ _ OJ ~- __ ~ ~~ I": _'-1.._-::-.': I I I I I. ~ I I 3 " TYPE ";;u J/Jl./'.C. .~,... 1::'11 oJ· . ! - Y ¡::; I /Þ .'; I . , I J ,,-: :.-. ("'..,... ~ - ,- - V " .. -: ~ ,.: J 5 ::.:~ C 1/ .J: .,.. .- 46 I .' -- attributable to the traffic pattern of the proposed development. The determination of these needs shall be made by the Planning and Development Department and the Public Works Department. The dev~loper shall pay for the thirty-six (36) feet of pavement including any extra depth of pavement, curb and gutter for both sides, all excavation required, and all other costs involved in the street construction. I I When a street is required to be constructed with extra width or special conditions by the City for esthetic value or special circumstances the City will participate on the same basis as in thoroughfare considerations. Where the oversizing of the street is at the discretion of the Developer for esthetic purposes or special considerations, no participation is required. I I In all areas other than conventional single family residential areas when existing development would require additional strength design or additional width of pavement to accommodate expected traffic use, no City participation is allowed. I E. DRIVEWAY STANDARDS 1. RESIDENTIAL DRIVEWAY APPROACHES I a. Residential driveway approaches shall be constructed of five (5") inch thick three thousand (3000) P. S .1. compressive strength concrete reinforced with //3 steel bars on eighteen (18") inch centers each way. The driveway shall begin at the street curb and extend to the property line or to a point ten (10') feet from the face of the curb, whichever is greater. The drive approach shall be constructed such that the height of the drive approach at the property line with a nO~inina1 ten (10') parkway shall be two and one-half (2 1/2") inches higher than the top of the curb. I , I b. Width of Driveway approaches: Residential driveway approaches shall not be less than twelve (12') feet in width nor more than twenty (20') feet wide measured at the property line. I I I c. Radius: Residential driveways shall be constructed with the return curbs having a rolled face disappearing at the sidewalk and joining the street curb with a minimum five (5') foot radius and a maximum ten (10') foot radius. I I . I I d. Provision for Joint Approaches: Driveway approaches shall be located entirely within the frontage of the premises they serve except that joint, or cooperative, driveways with adjoining property holders may be permitted and may be required by the Director of Planning and Development and the Director of Public Works. When the joint drive approach is proposed by the developer, the request must be made by all the interested parties and all property owners involved. The design of the joint driveway facflities must be submitted with the request to be approved by the Director of Public Works. 47 I . I I I I I I I , I I I I I I l- I I 2. COMMERCIAL DRIVEWAY APPROACHES a. Commercial and industrial driveway approaches shall be constructed of six (6") inch thick three thousand (300) P. S .1. compressive strength concrete reinforced with 113 steel bars on eighteen (18") inch centers each way. The driveway shall begin at the curb of the street and extend to the property line or to a point ten (10') feet from the face of the curb, whichever is greater. The drive approach shall be constructed such that the height of the drive approach at the property line shall be two and one-half (2-1/2") higher than the top of the curb. b. Width of Driveway Approach: The width of any commercial or industrial driveway approach shall not be less than twenty (20') feet nor more than thirty-five (35') feet measured along the property line. Specific variances to this criteria may be requested by the developer. Any variances granted based upon a specific design submittal must have the concurrent approval of the Director of Planning and Development and the Director of Public Works. c. Radius: Commercial and industrial driveways shall be constructed with the return curbs having a rolled face disappearing at the sidewalk and joining the street curb with a minimum ten (10') foot radius and a maximum thirty (30') foot radius. d. Allowable Spacing for Driveway Approaches: On streets classified as Collector Streets, the minimum spacing ,.between driveways shall be at least three hundred (300') feet~· On streets classified as Arterials or Thoroughfares, minimum spacing shall be at least five hundred (500') feet. This spacing criteria shall be applied irrespective of the number of individual properties located within the intervening distance. Specific variances to this criteria may be requested by the Developer. Any variance granted will be based on a specific design submittal and must have the concurrent approval of the Director of Planning and Development and the Director of Public Works. e. Maximum Space to be Occupied by Driveway Approach: Driveway approaches shall not occupy more than forty (40%) percent of the frontage of a tract devoted to one use. f. Provision for Joint Approaches: Driveway approaches shall be located entirely within the frontage of the premises and shall be located not less than ten (10') feet from each side property line wherever possible, except that joint, or cooperative drive approaches with adjoining holders may be permitted in order to conform with the provisions of paragraph (d) above. Any request for joint drive access must be by agreement of all parties involved and a specffic plan submittal must be included 48 I " Ie I I I I I I I , I I I I I I '- I I for the approval of the Planning and Development Department and the Public Works Department. Both properties will be required to dedicate public ingress and egress easements to cover the approach and joint access area. g. Angle of Driveway Approach: The angle of the driveway approach with the curb line shall be ninety (90) degrees. h. Sidewalk to be Removed: Where a driveway approach is to be bufit, the sidewalk shall be removed and the entire area replaced as a driveway. The drive approach shall extend. to the property line. 3. GENERAL a. Residential Driveway Approaches at Street Intersections: The driveway must be located with one side five (5') feet from the side property line fartherest from the intersection. (See Driveway Drawing) b. Approaches on Properties other than Residential: The driveway for the corner lot, jf allowed, must be located a minimum of one hundred (100') feet from the point of the intersect::iDn the curb lines of both streets. c. Driveway Approaches at Pedestrian Crossings: Driveway approaches shall not be located in street intersections or at established pedestrian crossings. d. Driveway Approaches at Obstructions: Driveways shall be kept at a minimum of five (5') feet away from obstruétions such as street light posts, fire hydrants, traffic signal standards, etc. e. Driveway Approach not to be Obstructed: Driveway approaches shall not be constructed or designed for parking of vehicles or for use as angle parking. 49 I Ie I I I I I I I f' I I I I I I Ie I I 'í""RIGHT -Of:~AY lINE ~w EXP. JOINTS IN CONC. USUAL MINIMUM 12'-08 ~8 EXP. JOINTS IN CONC. -.J . ~9 ~ - = ~ , . . STANDARD· ·SIDEWAll . . . . ... " . . . 63 SA R S '.. z,.": . ... ... . : . D.C. EA'cH'WAY· . .. '... . , OR 6wx~··,· ~. GAIJ1jE. .. _ '. WI R ~ M~ S U .: , · . , . .... BACK Of CURB . cr - 0' -.J C = ~ = SAWCUT GUTTER AND CURB A MINIMUM or 2" DEEP -.J C . = ... ~ N = PLAN 10TE: If GUTTER IS CRACKED, DRIVEWAY AND GUTTER MUST BE POURED MONOLITHICALLY . PARIWAY WIDTH ~ USUAL I 1 ' -0 H SLOPE I¡ '-0· t"/fT.~ SDWLK SECTION ~ '- ~ 5n;L . kR.O.V. I - LINE USUAL 9'-0. _______TOP or CONCRETE HERE IS' USUAL 5'-O~ USUAL 18 ABOVE TOP Of CURB. 2 8 -SAWCUT & rORM 3/~· RISE AT EDGE Of EXISTING GUTTER. TOOL EDGE AND BRIISH JOINT WHILE CONCRETE IS GREEN. .. . SECTION 128 INCREASE TO )f 6" AT GUTTER../' EXIST. PAVEMEffT XIST. DRIVEWAY GUTTER I¡'-O· (USUAL) NOTE: MINIMUM THICKNESS or DRIVEWAY IS 5ß USE CLASS "AR CONCRETE WITH (~ø MAXIMUM SLUMP. PRIVATE DRIVEWAY DETAILS DETAIL CITY OF NORTH RICHLAND HILLS, TEXAS STANDARD SIDEWALK .......OIY: IItIV'IIONa DATI: DATI IY.~ ~AAiIIIIIII I V : JOe !oliO CMlc:aIO IV' ...., NO. CWo SO-A I: -- I I I I I I I " I I I I I I ~ I I USUAL MINIMUM 21'-0" BACK-BACK 20'-0" fACE-fACE ~. . . . , r-~" EXP. JTS. IN CONC. 1'-0"71 _\ 3" . : '. :,i 9Aås' ~: Z,¡.,O.!: ..: : EACH' VA yo' OR ,6"¥6Í1 ' . '. : 6 &AUG( :WIRE'. MESH. : ..... . .. . . SAWCUT GUTTER AND CURB A MINIMUM or 2" DEEP PLAN NOTE: IF GUTTER IS CRACKED, DRIVEWAY AID GUTTER MUST BE POURED MONOLITHICALLY PARKWAY WIDTH-USUAL 9'-0· _______TOP or CONCRETE HERE IS ~'-O" USUAL 5'-0" , USUAL 1" ABOVE TOP or CURB. ,SDWLI SECTION SLOPE tn/rT. 6rvd= . . R.O.V. ~ LINE f ~SAWCUT & FORM 3/~Q RISE AT EDGE Of EXISTING GUTTER. TOOL EDGE AND BRUSH JOINT WHILE CONCRETE IS GREEN. INCREASE ~ AT GUTTER EXIST. DRIVEWAY GUTTER NOTE: MINIMUM THICINESS or DRIVEWAY IS 6" USE CLASS "A" CONCRETE WITH ,~. MAXIMUM SLUMP. SECTION It, -Oil 1n SAND CUSHION DETAIL STANDARD SIDEWALK COMMERCIAL DRIVEWAY DETAILS CITY OF NORTH RICHLAND HillS, TEXAS 0.....0 ." "'V'_OIIIIa DAn DAn IY IY~ ~............,......, .... ~ ;._ ~==-1:.7~ ~A'" . Y CH.caIO .,,: 50-B I '. -- SE C TIO N 2-05 STORM DRAINAGE IMPROVEMENTS I A. GENERAL I The criteria herein provided shall govern the design of storm drainage improvements w:ií:hin the City of North Richland HIDs. Improvements shall include streets, alleys, storm sewers, channels, culverts, bridges, swales, and any other facility through which storm water flows. All drainage improvements shall be constructed in accordance with City specifications and be in dedicated right of way, drainage easement or flood way easement. I I The developer shall provide all the necessary easement and right of way required for drainage structures, including storm sewers and open channels with access ramps. Easement width for storm sewer pipe shall be not less than fifteen (15') feet, and easement width for open channels shall be at least forty (40') feet wider than the top of the channel, twenty (20') feet of which shall be on each side to serve as access ways for maintenance purposes. - I I The developer shall be required to install at his own expense all storm sewers and drainage structures. This policy is applicable to all drainage facili.tles including the main channels and tributaries of Mackey, Calloway, Walker, Little Bear and Mesquite Branch Creeks, but excepting Big Fossil Creek. The developer shall be responsible for excavation on the fully urbanized one hundred (100) year frequency discharge for the channel, unless otherwise approved by the City Councll. I , B. BASIS OF DESIGN 1. RATIONAL METHOD: The method of calculation for storm runoff for drainage areas less than one thousand (1000) acres will be the Rational Method. The method is expressed by the following equation: I I Q=CIA Q = storm discharge at the design point in cubic feet per second. I C = runoff coefficient representing the ratio of peak runoff to the rainfall. I I I . I I I = average rainfall intensity for the time of concentration at the design point in inches per hour. A = area contributing runoff to the point of design in acres. 2. UNIT HYDROGRAPH METHOD: Peak discharges for drainage areas exceeding one thousand (1000) acres shall be determined by using the unit hydrograph method. The unit hydrograph for this method shall be developed by using the criteria as outlined in "F1ood-Hydrograph Analysis and Computation", U. S. Army Corps of Engineers, Engineering and Design Manuals, EM 110-2-1405, Washington D. C. dated August 31, 1959. A unit period of 15 (15) minutes should be used for the determination of the unit hydrograph. 51 I .. : . . . I I I I I I I , I I I I I I . I I 3. RUNOFF COEFFICIENT: Storm drainage improvements shall be designated based on the drainage areas being fully developed. The Zoning as shown on the current City Zoning maps or the City's Master Plan, whichever is more restrictive, shall determine the particular coefficient value selected. Table IV - 1 indicates the runoff coefficients for the different land uses. TAB LE V - 1 R UN OFF C OEFFICIEN T "c" Single Family Zoning Districts 0.50 Duplex Zoning Districts 0.60 Townhome and Garden Home Districts 0.65 Multifamily District 0.80 Commercial Districts 0.95 Industrial Districts O. 70 School, Church, Parks, Institutional Districts O. 30 Agriculture District 0.40 70-Percent S.F., 30-Percent Townhome and Garden Home Districts 0.55 4. TIME OF CONCENTRATION: The time of concentration shall be defined as the time required for -a drop of water to flow from the upper limits of a drainage area to the point of concentration. Times of concentratiDn shall be calculated for all inlets, pipe junctions, and other critical design points in the proposed storm sewer systems. The following minimum inlet times of co~centration may be used in place of calculated times. When calculat:i.Ijg inlet times, consider overland flow channelized at such time as the distance traveled exceeds one hundred (100') feet. TAB LE V - 2 MINIMUM INLET TIME OF CONCENTRATION Type of Area Minimu m Inlet time Business and Commercial Industrial Apartments Residential Parks and Open Spaces 10 Minutes 10 Minutes 10 Minutes 15 Minutes 20 Minutes 5. RAINFALL INTENSITY-DURATION-FREQUENCY: The rainfall intensity-duration-frequency information compiled in Technical Paper No. 40 by the U. S. Weather Bureau, Department of Commerce shall be utilized in computing rainfall intensity. ~" I I . -- I I I I I I I , I I I I I I . I I 6. DESIGN STORM FREQUENCY: Storm frequency to be used in design shall be shown in the following table: TABLE V-3 DESIGN S TO RM FREQ UEN C Y T Y P e of F acili.ty Storm Sewers Streets Culverts, Bridges, Channels, Underpasses, and Creeks Minimum Design F'requency 5 Years 5 Years 100 Years A storm sewer shall be designed to pick up flow from the street when the runoff from a five (5) year frequency storm exceeds the capacity of the street to its top of curb, the spread of water on a collector street does not leave one (1) traffic lane dry, or the spread of water on an arter.üù street does not leave two (2) traffic lanes dry, whichever is the more restrictive._ The combined capacity of the street and right of way and/or drainage easements and the storm sewer pipe shall be adequate to safely convey the runoff from a one hundred (100) year frequency storm. 7. FLOW IN STREETS: Street capacity shall be determined by utllizing Manning's -equation: Q = 1 . 486 AR2/3 Sl/2 o n Q = discharge in cubic feet per second n = Manning's roughness coefficient, use 0.016 for pavement and gutters. A = cross-sectional area of flow in square feet R hydraulic radius in feet S = street or ,gutter slope in feet per foot 0 For parabolic crown streets, the cross slope shall be represented by the following formula: w 2 [/- 4Cx2 Y=- w2 All discharge of runoff from street to an open channel shall be in a flu me or through an inlet with adjoining pipe and head wall. 53 I Ie I I I I I I I -- I I I I I I Ie I I 8. STORM DRAIN INLETS: The capacity of a depressed grade will be based on the following equation: qL = 0.7 ~ I H2 J [ HI ) 5/2 - ( H2 qL = discharge into inlet per foot of inlet opening in c.f.s./ft curb inlet on ) 5/2 HI a + Yo H2 a = gutter depression in feet Yo depth of flow in approach gutter in feet The capacity of low point or drop inlets will be determined based on the broadcrested weir formula: qL = 3.0 ( HI ) 3/2 g. STORM SEWER SYSTEMS: Storm sewers shall be designed using the continuity equation and Manning's equation. Q = A V and Q 1.486 A R 2/3 Sf 1/2 n Q discharge in cubic feet per second A cross-sectional flow area normal to pipe in square feet V = mean velocity of flow in feet per second n = Manning's roughness coefficient R = hydraulic radius in feet Sf= friction slope in feet per foot The coefficient of roughness to be used in design shall be as shown below: Pipe material Reinforced concrete pipe n U.012 Corrugated metal pipe Annular, unpaved with bituminous coatln g " 25% paved with 0.024 54 I " ., If It I I I I I I I , I I I I I I . I I bitu minous coating bituminous 100% paved with bituminous coating Helical, unpaved with bituminous coatin g " 0.021 0.013 coatin g *To be determined by diameter and size of corrugations. 100% paved with bituminous 0.014-0.26* 0.013 Storm sewer pipes shall. be designed so that the mean velocity of flow is equal to or greater than 2.5 feet per second and equal to or less than 15 feet per secon d . The appropriate hydraulic grade line shall. be plotted for all. storm drainage design. In plotting the hydraulic grade line it shall. never fall. below the inside top of pipe. The elevation of the hydraulic grade line shall. in no case be closer to the gutter flow line than 1.5 feet. Points of entry into the main storm drain shall. be provided at least every five hundred (500')' feet. 10. OPEN CHANNELS: When the runoff exceeds the capacity of a seventy-two (72") inch diameter concrete pipe or equivalent cross-sectional pipe area (i.e., 2 - 51 inch diameter concrete pipe), the discharge shall. be carried in an open channel. Open channels shall. be designed to carry the one hundred (100) year frequency storm runoff from a fully urbanized watershed with one (1') foot of freeboard in a fully concrete lined ditch. A. FULL CONCRETE LINING: All open ditches in all. subdivisions that are used to carry surface runoff across more than two (2) lots shall. be fully concrete lined across the entire areas of each subdivision being developed, except as otherwise determined by the City Council. Lining of drainage ditch floors is to be done with six (6") inch thick or thicker, 3000 PSI compressive strength Concrete. Walls are to be lined with five (5") inch thick concrete sloped no steeper than one (1') foot verticall.y to (1.5') feet horizontally. All concrete slabs are to be reinforced with a minimum of 113 steel reinforcing bars placed at eighteen (18) inches or less on center way, and provided with minimum provided with minimum two (2') diameter weep holes with approved filter media placed at intervals no greater than twenty-five (25') foot centers. One (1') foot wide concrete wings shall be provided at· the top of each concrete side slope and P V C plastic sleeves formed in the wings as required for constructing fences along the top of the channel on each side. Vertical concrete retaining wall sections shall. be designed with adequate footing and reinforcing steel to support all anticipated soil and water pressure loads acting on each side of the structure. In addition, retaining walls shall. be designed to support at least a "high surcharge" load unless otherwise approved by the Public Works Director. 55 I I .' I ~ -- I I I I I I I r' I I II I I I . I I The height of concrete channel liner shall be at least one (I ') foot above the fully urbanized one hundred (100) year water surface profile. Such profile shall be determined by backwater calculations using the HEC-2 computer program or other approved modeling methods which take into account backwater effects from downstream bridges, culverts, and other obstructions. Sizing based only on normal depth calculations will not be approved unless it can be demonstrated that such downstream backwater effects can be safely ignored, or future downstream improvements are being made which will lower the controlling downstream elevation below normal depth as determined using the Manning's Equation. In cases where the top of channel liner must be constructed above natural ground level as required to fully contain the one hundred (100) year flow, and where construction of levees or berms are permitted, provision shall be made for draining the local runoff which ponds behind the levees after the water surface in the channel recedes. Finished floor elevations may be established at least 1.5 feet above the peak one hundred (100) year water surface which ponds behind the levees, 1£ approved by the Public Works Director. If levees are not approved by the Public Works Department, then compacted earthen fill shall be placed along side the channel within the entire flood plain area as required to concrete line the channel to a height of one (I ') foot above the fully urbanized one hundred (100) year water surface elevation. Side slopes of the channel banks behind the concrete channel liner shall be no steeper than five (5') foot horizontal to one (I ') foot vertical within tl:te drainage easement, or for a distance of not less than twen·i:y (20') feet minimum behind the top of channel. Side slopes beyond the twenty (20') foot minimum shall be no steeper than three (3') foot horizontal to one (I ') foot vertical unless concrete lined or covered with approved soil erosion protection materials. If fencing is required, it shall be placed along the top of the concrete channel Hner unless a sanitary sewer main or water line is located within an easement along the channel bank, in which case the fence shall be located on the easement line to permit unrestricted Public Works access to the ut::ility line. . Partial concrete Liner: If the one hundred (100) year fully channel - contained water surface is above the natural ground line and levees are not approved or flood plain fill is not feasible, then the concrete channel liner shall be extended to the natural ground line along each side of the channel. In no case shall the concrete lined capacity provided be less than that required to convey the twenty-five (25) year frequency discharge. Floodway easements shall be provided along the sides of the concrete lined channel sufficient to encompass all areas beneath the water surface elevation resulting from a fully urbanized one hundred (100) year discharge, plus such additional width easements as may be required to provide ingress and egress to allow maintenance and to protect adjacent property against erosion, caving-in of over-banks, etc., 56 I ;.t¡ ; . -- I I I I I I I , I I I I I I . I I as determined and required by the Public Works Department. The Developer shall be responsible for furnishing complete cross-sections, grading plans, HEC-2 computer runs and all other documentation requested by the Public Works Department as required to justify less than full section concrete channel1ining and to establish the Jimits of the one hundred (100) year overflow flood plain lines. Water surface profile calculations shall be based on backwater effects created by an existing bridge, culvert or other obstruction regardless of future downstream proposed improvements. Earthen channels; Earthen Channels may only be constructed after specific approval of the City Council. Approval may be given only if the fonowing stipulations are met: 1. That the velocity of flow will not produce serious erosion. 2. That sufficient easements are dedicated to provide protection of adjacent properties or facilities. 3. That flood way easements are dedicated to encompass the area below the elevation of the· water surface profile of a fully urbanized one hundred (100) year frequency storm, plus one foot of freeboard and any additional area necessary to provide access and maintenance, but not less than sixty (60') feet in width. 4. That arrangements have been made for perpetual maintenance by the adjacent property owners or has been dedicated and accepted for City Park purposes; and.. 5.· That, in the judgement of the PubJic Works Director, the appropriate use of the neighboring property or the health and safety of persons affected will not be substantiall.y injured. Earthen Channels, when approved, shall be constructed with a trapezoidal shape and a minimum bottom width of twelve (12') feet and side slopes not steeper than three (3') feet horizontal to one (1 ') foot vertical (4 to 1 preferred). A reinforced concrete pilot channel not less than (12') feet in width or, as determined by the Public Works Director, shall be constructed. The side slopes shall be smooth, free of rocks, and contain a minimum of six (6") inches of top soil, and shall be with Bermuda grass. Gobi blocks, rock rubble riprap, or other such simíI.ar materials, shall be placed a minimum of of four (4') feet along both sides of the pilot channel to a depth of at least two (2') feet. Size and gradation of such material shall be determined based on peak discharge velocity requirements. The pilot channel shall be constructed as approved by the Public Works Department. The easement width for earthen channels shall at least twenty (20') feet beyond the top of each channel bank. 57 I ,. __. I I I I I I I , I I I I I I . I I After proposed earthen side slopes are cut, slopes shall be covered by grass according to the City's specifications. The grass shall be planted to twenty (20') feet outside the top of banks. The water surface profile (hydraulic grade llne) for the one hundred (100). year frequency storm shall be shown. Maximum permissible mean velocities for the one hundred (100) year frequency discharge shall be eight (8') feet per second in partially concrete llned channels and in fully concrete llned channels, the maximum permissible mean velocities for the one hundred (l00) year frequency discharge shall be fifteen (15') feet per second. Special consideration should be given to outlet structures on channels where concrete lining meets earthen banks when velocities exceed eight (8') feet per second. Reinforced concrete access ramps shall be provided at all intersections of the channels with public streets. Access ramps shall be a minimum of twelve (l2') feet wide with a maximum slope of sixteen (16%) percent. 11. Bridges and Culverts: All bridges and culverts shall be designed in accordance with the current edition of "Hydraulic ~lanua1" prepared by the Texas Department of Highways and Public Transportation, Bridge Division. The fully urbanized one hundred (l00) year frequency storm hydraulic grade line shall be plotted. All culverts shall have headwa1ls and wingwaUs upstream and downstream. All culverts shall pass the fully urbanized one hundred (100) year frequency storm runoff without allowing runoff to pass over the road. All bridges shall have channel bottom and slopes concrete llned. The low point on the bridge structure shall be one (1 ') foot above the fully urbanized one hundred (100) frequency storm water surface. " 12. Lot Grading: Lot grading shall be conducted in a manner which will not allow runoff to cross more than two (2) lots (including the lot on which the drainage originates). If this is not Possible, then a drainage easement must be provided and any necessary fac:iJit:ies shall be constructed and installed by the developer. Finished floor elevations shall normally be set one (1 ') foot above the top of curb at the centerllne of the lot or one and one half (1.5') feet above the one hundred (l00) year frequency storm water surface elevation, whichever is the higher. 13. Off-Site Drainage: In respect to off-site drainage the following provisions shall apply: A. The Developer shall be responsible for all runoff from fully developed property upstream of his proposed development. Runoff coefficients ut::i1ized to design drainage systems for the properties involved shall use the current zoning and/or the future use of the property as shown in the Future Land Use Plan contained in the City's Master Plan, whichever is the most intensive use. 58 I ~. Ie I I I I I I I t' I I I I I I -- I I B. Effect of the development's drainage design on downstream properties and adjacent properties shall be given proper consideration. Water concentrated in streets, pipes, drains, culverts, and channels will be moved to a recognized watercourse without damage to intervening structures or undue spreading across intervening land. A "recognized watercourse" shall herein be defined as either an open channel with hydraulic characteristics which provide capacity for at least a ten (10) year frequency storm after ultimate development of its watershed, or an underground storm drain with capacity for at least a five (5) year frequency storm plus overland relief sufficient to safely discharge up to a combined ten (10) year frequency flow (based on ultimate watershed development) without damage to adjacent property. Such ten (10) year capacity shall extend at least one hundred (100') feet downstream from the point of discharge or from the Developer's property line, whichever is the greater distance. Typical examples of such "recognized ./ watercourses" are the main channels of mackey, Calloway, Walker, Big Fossil, Little Bear, and Mesquite Branch Creeks, or those tributary creeks, streams, channels, or under ground storm drains which meet the hydraulic capacity requirements of a "recognized watercourse". The Developer is responsible for constructing all off-site channelization or underground storm drain with overland relief, required to discharge concentrated storm water from the low end of his development to the recognized watercourse, and also to obtain all the necessary easements from intervening land owners. Calculations will be required to show that connecting off~site drainageways are capable of handling any increase in runoff due to development, concentration, or diversion for at least the ten (10) year storm frequency. Any drainage or flood way easements necessary due to the Developer's alteration f existing concentrated discharge locations (i.e., existing creeks, channels, or storm sewers) shall be acquired by the Developer at no cost to the City. C. Where the preliminary drainage study by the developer indicates that additional runoff from the developing property shall overload downstream drainage fadlities and result in hazardous conditions, the City may withhold approval of the development until appropriate provisions have been made. These provisions shall include any drainage studies or plans necessary to indicate the off-site drainage problem will be corrected by off-site drainage construction. D. When required, the Developer will furnish to the City, a "hold harmless agreement" and a "release of liabilityl1 indemnifying the City of North Richland Hills from any liabilities due to damages caused to the downstream property owner by the discharge of storm drainage water from the said development. 59 I Ie I I I I I I I f I 'I I I I I -. I I EXISTING lOO-YEAR FLOOD PLAIN MINIMUM EASEMENT WIDTH IF ACCESS RAMP . TO CHANNEL BOTTOM IS PROVIDED (INCREASE EASEMENT ~-FEET IF RAMP NOT PROVIDED) IMPROVED lOa-YEAR FLOOD PLAIN HOUSE FENCE ------- _--32-.__ I FT . . . 1.5' MIN. ~ ïMPRovrnl 00- y-::; r t WA TER SURFACE:;7 PONDING BEHIND LEVEE ( loo-YEAR) EXISTING CHANNEL SECTION BEFORE IMPROVEMENTS ROPOSED CONCRETE CHANNEL LINER FULL IOO-YEAR CONCRETE CHANNEL LINER IMPROVED lCO-YEAR FLOOD PLAIN (ADD qO-FEET FOR EASEMENT WIDTH) EXISTING IOO-YEAR {'MPROVED tOO-YEAR WA TER SURFACE",\ WA TER SURFACE - ---SZ...___ _____ I~MIN. 1.5' MIN. r - -----;:;-EAR WATER - - L;-;" ~ - T l:il/ S~CE (~ST)~ .... EX,STING CHANNEL SECTION BEFORE IMPROVEMENTS PROPOSED CONCRETE CHANNEL LINER (EXTEND liNER TO NA TURA L GROUND - 25 YEAR M IN. CAPACITY REQUIRED) , PARTIAL IOO-YEAR CONCRETE CHANNEL LINER EX 1ST I N G NA TURAl GROUND IMPROVED loa-YEAR FLOOD PLAIN (ADD ijO-FEET FOR EASEMENT WIDTH) --7------..2..--- EXISTING 100- YEA R' PILOT I . 5' M IN. WATER SURFACE CHANNEL I r EXCAVATJO~ IMPROVED lOO-YEAR WA TER SURFACE PROPOSED EARTHEN CHANNEL EARTHEN CHANNEL WITH ,CONCRETE PILOT FIGURE 1 ..: 6 0 I I' Ie' I I I I I I I , I I I I I I IÞ I I BUILDING SETBACK WIDTH IMPROVED IOO-YEAR FLOOD PLAIN (MAX. SPREAD) STREET RIGHT-OF-WAY 25-YEAR FLOOD PLAIN (MAX. SPREAD) --------2--_-:---_ lOO-YEAR WATER SURFACE MINIMUM 5-YEAR DESIGN OVERSIZE AS REQUIRED (10, 25, 50, 75-YEAR) TO MAINTAIN 25 AND ICO-YEAR SPRE~D LIMITS SHOWN ABOVE HOUSE 1.5' MIN. 25-YEAR WATER SURFACE UNDERGROUND STORM DRAIN CONDUIT - IMPROVED lOO-YEAR FLOOD PLAIN liMITS 1.5' MIN. tL-- '-.O~ND R~F\ - ~ STORM DRAIN IN STREET 25-YEAR WATER SURFACE (NOT MAJOR WATERCOURSE) ~- I I I I I I PERMANENT DRAINAGE EASEMENT STREET 100-YEAR WATER SURFACE UNDERGROUND STORM DRAIN CONDUIT OVERSIZE AS REQUIRED (10, 25, 50, 75-YEAR) TO MAINTAIN lCO-YEAR FLOOD PLAIN LIMITS WITHIN EASEMENT (MAY REPLACE PIPE WITH CONCRETE CHANNEL IF GREATER THAN OR EQUAL TO 60-INCH DIA.) STORM DRAIN IN EASEMENT 61 .1 I I I I I OVERLAND RELIEF SWALE -- LINE WITH CONCRETE OR OTHER MATERIAL APPROVED BY PUBLIC WORKS DEPT. FIGURE 2 I " . Ie I I I I· I I I , I I I I I I ~ I I r >- (.) Z J- W i~ ~ (f) :J c 0 W "'~ ::I Z z !~ Q W W l.!:) <t m., ... <t rr\ ~ I- a: ...J c'" c Z WCE Q a- x ~ . ZCJ)lL.. 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Poles must be approved by a public electric utility holding a City franchisè and the Director of Public Works. 2. Poles shall be contracted and paid for by the Developer during the construction phase of a subdivision and before building permits are issued. 3. Poles not purchased through a public electric ut:i1ity holding a City franchise shall be cert:if:i.ed in writing by an engineer to meet the specifications as required by a public electric utility holding a City franchise with one fixture and necessary wirin g . B. Location of street lights shall be as follows: 1. At all Intersections. 2. Where a new street intersects an old street. 3. Where a block is six hundred (600') feet or longer a street light shall be installed every six hundred (600') feet or mid-block which ever is the shortest distance. 4. If more than one mid-block light is required they shall be installed to create an equal balance of light throughout the entire length of the block. 5. If a cul-de-sac block is four hundred (400') feet or longer, a street light shall be installed in the end of the cul-de-sac. 6. If the cul-de-sac block is long enough, item no. 4 above applies. 7. Street lights shall be installed at any other location as may be directed by the Director of Public Works for the welfare and safety of th e com m unity. 64 I -- I I I I I I I , I I I I I I ~ I I . b NORTH RICHLAND HILLS DEVELOPER POLICIES NORTH RICHLAND HILLS SUBDIVISION REGULATIONS VOLUME m FEE SCHEDULES 65 I t' .' -- I I I I I I I , I I I· I I I ~ I I . !> PRELIMIN AR Y PLAN FILIN G FEES Preliminary Plan F:f1ing Fees shall. be established as $120.00 per plan plus $1.50 per lot residential and $5.00 per acre for non-residential areas other then parks for which no fee is required. 66 I ". ir ... ., Ie I I I I I I I , ,I I I I I I l- I I FINAL PLAT FILING FEE Final Plat Filing Fees shall be established at $120.00 per plat plus $1.50 per lot residential and $5. 00 per acre for non-residential areas other than parks for which no fee is required. Inspection and Laboratory Fees shall. be established as follows: The three (3%) per cent inspection fee will be paid by the developer for all public improvements in all. single family residential subdivisions. On other than single family residential subdivisions the fee shall be based on the following: Three (3%) per cent on all. public improvements of $9.00 per acre, whichever is the greater of the two. When any laboratory test shows a condition which does not meet specifications, the developer shall. pay for all. tests required by the City's Inspector to determine that the faiJing condition has been corrected. 67 I . I I I I I I I Ie I I I I I I Ie I I )~ TO: The Honorable Mayor and Members of the City Council - City of North Richland Hills FROM: The Industrial Development Advisory Board - City of North Richland Hills. Charles Brinkley. Chairman DATE: March 11, 1988 SUBJ: COMMENDATION - EXEMPLARY PUBLIC SERVICE NormallY, expressions of commendation are originated at the City Council and then communicated to the appointed boards and commissions which serve at the pleasure of the Council. However, in this particular case, the Industrial Development Advisory Board (IDAB) would like to "turn the tables" and recognize the Mayor and Council members for the vision and forward planning they demonstrated in 1987 by conceiving, develoPing, and implementing the "North Richland Hills Initiative" (NRHI) economic development strategy for our fine city. Special acknowledgement is due City Manager ROdger Line, for his supervisory management of the consultant's work and substantial input into the development of the NRHI's comprehensive strategy and marketing plan. Rodger's experienced guidance has skillfully positioned North Richland Hills so that it is now uniquelY prepared to compete economically and effectivelY for new business. This entire process occured during a time when many Texas cities were wondering what to do about the negative impact of the statewide economic recession upon their economic base. RegrettablY, many cities, because of their indecisiveness,did nothing. FortunatelY for North Richland Hills, our elected leaders and management staff recognized early on the necessity for our community to take bold and assertive steps during this period so as to positively position North Richland Hills as not only a competitor, but also a "Challenger" for progressive economic development in the Dallas/Fort Worth area. The Industrial Development Advisory Board has now reviewed the aforementioned consultant's reports and find them clearly informative and properly targeted. Building upon the reports' recommendations, the City of North Richland Hills has further fortified its economic development program with the appointment of Mr. C. A. Sanford to the position of Director- Economic Development. The IDAB applauds the City Manager's appointment of Mr. Sanford and pledges its support for Mr. Sanford's efforts to attract and stimulate the creation of more jObs for North Richland Hills' citizens, and to expand the city's commercial/industrial tax base. I Ie I I I I I I I Ie I I I I I I Ie I I J ' .. The citizens of North Richland Hills can take great pride in the fact that their city is one of the few in Texas that has a professionallY designed and managed economic development plan, a target industry analysis, and a tightly focused marketing plan in place and ready to be implemented. The IDAB is pleased that North Richland Hills is not sitting and waiting for Texas to come out of the economic recession. but is one city that is putting its shoulder to the wheel to help get Texas moving again. Therefore. we as the City's designated representatives, charged with overseeing the City's economic development program, take great pride in complimenting and commending to the citizens of North Richland Hills __ the leadership, vision, and responsible action that Mayor Dan Echols, members of the City Council, and City Manager Rodger Line have demonstrated in their development and implementation of the "North Richland Hills Initiative". Signed this 11th day of March. 1988. Charles Brinkley, Chairman Sandy Bartek, Secretary Ms. Bartek advised us that Mr. Brinkley was out of town on Thursday so was unable to obtain his signature. They did want this to be included in the packet for Monday night's meeting. A signed copy will be provided at Pre-Council Monday night. I I I I I I I I I I I I I I I I I I I MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF NORTH RICHlAND HILLS, TEXAS, HELD IN THE CITY HALL, 7301 NORTHEAST LOOP 820 - FEBRUARY 22, 1988 - 7:30 P.M. 1. CALL TO ORDER Mayor Echols called the meeting to order February 22, 1988, at 7:30 p.m. Present: Dan Echols Dick Fisher Richard Davis Marie Hinkle Mack Garvin Virginia Moody Jim Ramsey Linda Spurlock Staff: Rodger N. Line Dennis Horvath Jeanette Rewis Rex McEntire Richard Albin 2. ROLL CAll Mayor Mayor Pro Tern Councilman Councilwoman Councilman Councilwoman Councilman Councilwoman City Manager Assistant City Manager City Secretary Attorney City Engineer 3. INVOCATION Councilman Davis gave the invocation. 4. MINUTES OF THE REGULAR MEETING FEBRUARY 8, 1988 APPROVED Councilwoman Moody moved, seconded by Councilwoman Hinkle, to approve the minutes of the February 8, 1988 Meeting. Motion carried 6-0; Councilwoman Spurlock abstaining due to absence from the meeting. 5. PRESENTATION OF PROCLAMATION PROCLAIMING NATIONAL RETAIL BAKERS WEEK Mayor Echols presented Ms. Theresa Mikel, of The Cake Box, with a proclamation proclaiming IINational Retail Bakers Weekll. 6. REMOVAL OF ITEM(S) FROM THE CONSENT AGENDA I I I I I I I I I I I I I I I I I I I February 22, 1988 Page 2 Councilman Davis removed Item No. 13 from the Consent Agenda. 7. CONSENT AGENDA ITEM(S) INDICATED BY ASTERISK (8, 9, 10, 11, & 12) APPROVED Councilman Ramsey moved, seconded by Councilman Garvin, to approve the Consent Agenda. Motion carried 7-0. * 8. GN 88-14 PROPOSED AMENDMENT TO ORDINANCE NO. 1489 _ ORDINANCE NO. 1527, ESTABLISHING FOOD INSPECTION FEES FOR CHILD CARE CENTERS APPROVED * 9. GN 88-15 AUTHORIZATION OF SIGNATURES FOR UNMARKED LICENSE PLATES - RESOLUTION NO. 88-6 APPROVED *10. GN 88-16 APPROVAL AND PASSAGE OF RESOLUTION NO. 88-8 _ NARCOTICS COORDINATION INTERLOCAL AGREEMENT APPROVED *11. PW 88-06 AWARD OF BID ON STARNES ROAD PAVING AND DRAINAGE APPROVED *12. PW 88-07 APPROVAL OF 1988 MISCELLANEOUS STREET REPAIRS PROJECT APPROVED 13. PW 88-08 AWARD OF BID ON HIGHTOWER DRIVE PAVING AND DRAINAGE APPROVED Mayor Echols advised that of the two bids that were received, there were two alternates. Mayor Echols stated that Alternate No. 1 was for a 8" asphalt paving and low bidder was SRO Paving in the amount of $408,575.08 for 175 calendar days. Mayor Echols stated that Alternate No.2 was for 8" concrete and the low bidder was Austin Paving in the amount of $451,620.97 for 170 calendar days. Councilman Davis moved, seconded by Councilman Garvin, to award the bid to SRO Paving in the amount of $408,575.08. Councilman Davis stated he recommended the bid of SRO because Hightower was not going to be a major collector street. Councilman Davis stated the I I I I I I I I I I I I I I I I I I I February 22, 1988 Page 3 City would save approximately $43,000 and still have an adequate street to meet the needs of what the citizens expected. Councilwoman Spurlock stated it was her understanding, from the discussion in Pre-Council, that Hightower would be receiving a lot of traffic and that asphalt would probably not hold up as well as concrete. Councilwoman Hinkle stated she felt that, as far as the overall longevity of the road, concrete would hold up better. Councilman Garvin stated he was in favor of concrete until he realized the City would have $43,000 to spend on something else. Motion failed 2-5; Councilman Garvin and Davis voting for; Councilwomen Hinkle, Spurlock, and Moody, Mayor Pro Tem Fisher and Councilman Ramsey voting against. Councilwoman Moody moved, seconded by Councilwoman Hinkle, to award the bid to Austin Paving for 8" concrete in the amount of $451,620.97. Motion carried 7-0. 13a. PU 88-13 EMERGENCY PURCHASE OF 40 TON AIR CONDITIONER FOR POLICE FACILITIES NOT TO EXCEED $27,000 APPROVED Mr. line stated that last week the air conditioner in the west wing of the building which was approximately 13 years old went out. Mr. Line stated he authorized an emergency purchase of a 40 ton unit to replace it and requested the Council to ratify the purchase. Mr. line stated there was discussion in Pre-Council on making sure that the unit was properly engineered and the City receive the best for the money. Mr. line stated he appreciated the Council IS comments and would follow through and obtain professional advice on the best possible way to replace the equipment. Councilman Davis moved, seconded by Councilwoman Moody, to approve PU 88-13. Motion carried 7-0. 14. CITIZENS PRESENTATIONS None I I I I I I I I I I I I I I I I I I I February 22, 1988 Page 4 15. ADJOURNMENT Councilwoman Moody moved, seconded by Councilman Davis, to adjourn the meeting. Motion carried 7-0. Mayor ATTEST: City Secretary I CITY OF NORTH RICHLAND HILLS I 3/14/88 4íí Department: Economic Development Council Meeting Date: _Ubject: Public Hearing on Request of Argus Properties Aaenda Number: PZ 88-1 I Inc. to Rezone Tract 3E, John Condra Survey, Abstract 3Il, from AG to R-2. Ordinance No. 1529 I This Rezoning Application is presented on the vacant tract located on the north side of Starnes Road east of Douglas Lane. The subject property is six (6.0) acres in size. The requested rezoning is from AG Agriculture to R-2 Single Family Residential. The applicants are currently in the process of developing the adjacent tract to the east as a part of the Apple Valley Subdivision and propose to add this parcel to that plat, which has had Preliminary Plat approval by the Commission. The Staff noted to the Commission that the subject tract is fronting on Starnes Road which is being improved as a part of the City's Capital Improvements Bond Package. The applicants will be required to participate in that construction by the paying of street assessments for the construction on Starnes Road. ~COMMENDATION: The Planning and Zoning Commission recommended that Zoning Application PZ 88-1 requesting rezoning on Tract 3E, John Condra Survey, Abstract 311, from AG to R-2 be approved. The City Council should conduct the required public hearing and act upon the recommendation of the Planning and Zo~ing Commission regarding PZ 88-1. ( ¡ Source of Funds: Bonds (GO/Rev.) _ Operating Budget _ er Finance Review Acct. Number Sufficient Funds Available £1jV-~ Department Head Signature ' City Manager CITY COUNCIL ACTION ITEM . Finance Director ~ Page 1 of 1 I I I I II AG R- ¡ I I. I I I I I I I Ie I I II I I I Ie I I ( ( MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF NORTH RICHLAND HILLS, TEXAS FEBRUARY 11, 1988 - 7:30 P. M. CALL TO ORDER The meeting was called to order by the Vice Chairman, John Schwinger, at 7:30 P. M. ROLL CALL PRESENT: Vice Chairman Secretary Members John Schwinger Carole Flippo Don Bowen Mark Wood David Barfield Richard Royston Wanda Calvert Dir. Planning/Dev. P & Z Coordinator ABSENT: George Tucker Ron Lueck Manny Tricoli CONSIDERATION OF THE MINUTES OF JANUARY 28, 1988 Mr. Barfield made the motion to approve the minutes as written. This motion was seconded by Mr. Wood and the motion carried 5-0. 1. PZ 88-1 Request of Argus Properties, Inc. to rezone Tract 3E, John Condra Survey, Abstract 311, from its present classification of AG Agriculture to R-2 Single Family. This property is located north of Starnes Road and approximately 495 feet east of Douglas Lane. Vice Chairman Schwinger opened the Public Hearing and called for those wishing to speak in favor of this request to please come forward. Gordon Johns with Cheatham & Associates came forward. He said they want to include this tract in the Apple Valley plat. Vice Chairman Schwinger called for those wishing to speak in opposition to this request to please come forward. ...-...-...-=- - .- I Page 2 P & Z Minutes February 11, 1988 ( Ie I I PZ 88-1 APPROVED I 2. PZ 88-2 I I I I Ie I I I I ADJOURNMENT I I I I I Secretary Planning & Zoning Commission [ There being no one wishing to speak, the Vice Chairman closed the Public Hearing. Mr. Wood made the motion to approve PZ 88-1. This motion was seconded by Mr. Bowen and the motion carried 5-0. Request of Leonard Hazel to rezone Tracts 4P3 & 4P1B, A.G. Walker Survey, Abstract 1630, and the south one half of Lot 11, Block 1, Jack M. Estes, Subdivision, from their present classification of C-2 Commerci 1-2 Industrial. This proper located on the east and we sides of Flory Street between Gle iew Drive and Harmonson Road. Mr. Wood said this roperty does not meet the requir 2 acre m1n1mum requirement t request a zoning change to 1-2. Ro~ on stated after filing for zing change there had to be a ection in the survey and they ed up only having 1.2 acres. Mr. Barfield made the motion to send this back to the City Staff to work with Mr. Hazel to try to get more acreage. This motion was seconded by Mr. Wood and the motion carried 5-0. The meeting adjourned at 7:40 P. M. Vice Chairman Planning & Zoning Commission ¥ . .. I" Ie I I I I I I I Ie I I I I I I Ie I I KNOWL TON-ENGLISH-FLOWERS, INC. CONSULTING ENGINEERS / Fort Worth-Dallas January 28, 1988 Planning and Zoning Commission City of North Richland Hills 7301 N.E. Loop 820 North Richland Hills, Texas 76180 RE: 3-002, CITY OF NORTH RICHLAND HILLS ZONING CASE PZ 88-01 REVIEY LETTER, ZONING FROM AG TO R-2 REF. UTILITY SYSTEM GRID SHEET NO. 50 Ye have received the referenced zoning case for our review and find that we could adequately locate this property on the Zoning Map as required for updating should this case be passed by both the Planning & Zoning Commission and the City Council. To accelerate the zoning review process, we would recommend that a vicinity map be shown on all future zoning request submittals. ~~~rJ -2... ~~ SUSAN L. SCHYINGER, G.C.E. SLS/ra Enclosures cc: Mr. Rodger N. Line, City Manager Mr. Gene Riddle, Director of Public Yorks Mr. Greg Dickens, P.E., Assistant Director of Public Yorks Mr. Richard Royston, Director of Development Zoning Review PZ 88-01 Page 1 1901 CENTRAL DR., SUITE 550 · BEC~I",r:')n ""'r.::v~\~ 76021 . 817/293-6211 . METRO/267-3367 ,.11' I Ie I I I I I I I Ie I I I I I I Ie I I , ORDINANCE NO. 1529 AN ORDINANCE REZONING PROPERTY IN ACCORDANCE WITH SECTION XXVIII, AMENDMENTS, OF ZONING ORDINANCE 01080 OF THE CITY OF NORTH RICHLAND - HILLS, TEXAS, PASSED, APPROVED, AND ADOPTED BY THE PLANNING ,·AND ZONING COMMISSION AND THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, JANUARY 9, 1984 AFTER APPROPRIATE NOTICE AND PUBLIC HEARING THE FOLLOWING RECOMMENDATION IS SUBMITTED TO THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS BY THE PLANNING AND ZONING COMMISSION: RESOLVED that on Case No. PZ-88-1 the following described property shall be / rezoned from AG to R-2. /-" /' ALL that certain tract or parcel of land situated in the John Condra Survey. Abstract 311. Tarrant County. Texas and being a portion of a tract described in Deed recorded in Volume 4541, Page 718. Deed Records, Tarrant County, Texas and being further described by metes and bounds as follows: COMMENCING at a steel rod in the North boundary line of said John Condra Survey and ~eing in the East right-of-way line of Douglas Lane (County Road 3051); THENCE South 89 degrees 23 minutes 40 seconds East along the North line of said Condra Survey 864.73 feet; THENCE South 00 degrees 17 minutes 24 seconds East 271.62 feet; '.1 · THENCE North 89 degree~'54 minutes 32 seconds West 106.68 feet to the point of beginning of this tract; THENCE South 01 degrees 09 minutes 20 seconds West, 1030.60 feet to a steel rod in the North right-of-way line of Starnes Road for a corner; THENCE South 89 degrees 58 minutes 20 seconds West along the North right-of-way line of said Starnes Road, a distance of 241.84 feet to a steel rod for a corner; THENCE North 00 degrees 06 minutes 15 seconds West a distance of 1030.80 feet to steel rod for a corner; THENCE South 89 degrees 56 minutes 10 seconds East a distance of 264.5 feet to the point of beginning and containing 6.0 acres or 260.910 square feet of land. ~ ,. .' . I Ie I I I I I I I Ie' I I I I I I Ie I I Page 2 This property is located north of Starnes Road and approximately 495 feet east of Douglas Lane. APPROVED BY THE PLANNING AND ZONING COMMISSION THIS 11th DAY OF FEBRUARY, 1988. VICE , '- ~~ SECRETARY P NING AND ZONING COMMISSION BE IT ORDAINED BY TRE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS ACTING IN REGULAR SESSION THAT THE ABOVE DESCRIBED PROPERTY IN CASE NO. PZ-88-1 IS HEREBY REZONED THIS DAY OF MAYOR CITY OF NORTH RICHLAND HILLS ATTEST: JEANETTE REWIS, CITY SECRETARY CITY OF NORTH RICHLAND HILLS APPROVED AS TO FORM AND LEGALITY: ATTORNEY ~ . .~- tt. I~ I I I I I I I I CITY OF NORTH RICHLAND HILLS Department: Economic Development Subject: 3/14/88 - Council Meeting Date: Request of Northeast Construction Company for Replat ot Fa~r Oaks Estates, Znd ~~i~ng. PS 87-43 Agenda Number: This Replat Application is presented on a portion of the existing Fair Oaks Addition, 2nd Filing. The subject property is located on the north side of Bursey Road west of Smithfield Road. The purpose for the proposed replat is to revamp the existing lots to create a larger lot yield from the property. The Staff noted to the Commission that the existing plat had shown the right of way of Bursey Road to be eighty feet in width. The designation of Bursey Road as a four lane Collector Street in the Thoroughfare Plan requires a minimum dedication of right of way of only sixty-eight feet. By reducing the right of way requirement the applicants have gained additional property to be allocated to the lots. The Staff also noted that the applicants have revised Continental Trail to downgrade the street from its current C2U Collector Status and to terminate the street within the subdivision. The change in the street status is consistent with the current recommendation of the Commission to remove Continental Trail from the Thoroughfare Plan. The applicants, in revising the plat, noted several small parcels of property along the perimeter of the plat which they label "out-parcels". These parcels are too small to qualify as individual buildable lots. The applicants indicate that their intention is to absorb these leftover parcels in the future filings of the subdivision. II4IÞAII of the Engineer's comments have been satisfactorily answered. RECOMMENDATION: I The Planning and Zoning Commission approved Plat Application PS 87-43 requesting replatting of Fair Oaks Estates, 2nd Filing as submitted. It is recommended that the City Council act upon the recommendation of the Planning and Zoning Commission. Source of Funds: Bonds (GO/Rev.) Operating Budget _ Other Finance Review Acct. Number Sufficient Funds Available K~ d Signature City Manager CITY COUNCIL ACTION ITEM . Finance Director O~,,...,.. '- ~ ..- .. 0". I I I I· I I I I· I I I ICe: ....r It C-I -424 ..~c u R-2 1426 " ~-2 .. 5. R-2 '1(19 R-2 R-S- 1500 453 / r--. I Ie I I I I I I I Ie I I I I I I Ie I I ( ( MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF NORTH RICHLAND HILLS, TEXAS FEBRUARY 25, 1988 - 7:30 P. M. CALL TO ORDER ROLL CALL 1. PS 87-43 11 ( i PS 87-43 APPROVED 2. PS 88-1 The meeting was called to order by Chairman, George Tucker, at 7:35 PRESENT: Chairman Vice Chairman Members eorge Tucker John Schwinger Don Bowen David Barfield Ron Lueck Manny 'Tricoli _/ C. A. Sanford - Richard Royston Wanda Calvert ember · Economic Dev. Dir. Planning/Dev. p & Z Coordinator ABSENT: Mark Wood Carole Flippo Mr. Schwinger made the motion to approve the minutes as written. This motion was seconded by Mr. Tricoli and the motion carried 5-0 with Mr. Lueck abstaining since he was not present at the meeting. Request of Northeast Construction Company for replat of Fair Oaks Estates, 2nd Filing. Mr. Barfield made the motion to approve PS 87-43. This motion was seconded by Mr. Schwinger and the motion carried 6-0. Consideration of 'revisions Thoroughfare Plan. Chairman Tucker ed the Commission heard from yone last month, then had session. He said unless eone had something new to say, the Commission is ready to make a recommendation. Chairman Tucker called for anyone who had anything new to state to please come forward. I Ie I I I I I I I Ie I I I I I I / ....--...,- - Ie I I -. Page 2 P P & Z Minutes December 17, 1987 ( -..a'.tlfdlf.'lr..:a:J.a...d -v.~ í ( IIL_~~.. ..~~,~ .~...w..A' r~_._II4~.. I" ~"-"!7'I ......... a"l~- 2. PS 87-43 He stated the lots wide. Chairman Bowen asked about the additional easements needed~ Mr. Royston said that was§~ regard to the drainage. ~ Chairman Bowen call~or those wishing to speak iW~opposition to this request to pleas~/èome forward. " There being ~one wishing to speak, the Chairmaw closed the Public Hearing. / Mr. T1}..&er said we have 50 foot lots wit~~20 foot set backs which leaves onlY 30 feet to build on. He said he þãd rather have a larger house rather /.~than more side yard. · Mr. Barfield asked Mr. Royston if the /..' cuI de sacs would present a problem. Mr. Royston said he did not think they would. He said there is no way they can honor the front building line of the next house. (í Mr. Barfield said if they couldn't get the 10 foot set back on Ruthette Court, could they live with that? He said he doesn't have a problem with the rest of the subdivision. Mr. Barfield made the motion to approve PS 87-42 as presented and grant a variance on the 10 foot side yard set backs except on Ruthette Court and subject to the engineers comments. This motion was seconded by Mr. Schwinger and the motion carried 6-0. Request of Northeast Construction Company for replat of Fair Oaks Estates, 2nd Filing. I Page 3 ( P & Z Minutes December 17, 1987 Ie I I I I I I I Ie I I (Í I I I I Ie I I ( Chairman Bowen opened the Public Hearing and called for those wishing to speak in favor of this replat to please come forward. Owen D. Long, Consulting Engineer, came forward to represent Northeast Construction. He stated that Alan Hamm and Ron McGough are also present. Mr. Long said they would like to have time for rebuttal. Mr. Long stated they have an approved, recorded plat of the area, but they feel this replat would be better. He said there is a new owner, Northeast Construction. He said they feel there would be problems with a North Bursey Road and a South Bursey Road. Mr. Long said they hope they can work out the problems with the homeowners and the City Staff. He said he had responded to the comments from the Assistant Director of Public Works and the Director of Planning. Chairman Bowen asked Mr. Long if they had anything from the property owners affected. Mr. Long stated they did not. He said he does not know how the neighbors feel about the change. He said he hopes they understand what they are trying to do. He said they want to put in cuI de sacs and abandon Bursey Road and have a new alignment of Bursey Road. Mr. Long said they do not have anything in writing from the property owners. Chairman Bowen stated the Commission can not approve this plat unless all property owners agree to it. Mr. Royston said since the State Law was passed in 1985, the City can not abandon a street without compensation. I Page 4 ( P & Z Minutes Ie December 17, 1987 I I I I I I I -- I I ( ï I I I I Ie I I ( Mr. Long said they understood it would be trading the abandonment of Bursey Road for the new Bursey Road. Mr. Royston said we must have something in writing from the property owners. Alan Hamm came forward. He said they understood the City Attorney that they would have a deed to it. Mr. Royston stated the City would prefer that all parties be in agreement to be sure we have subscribed to the State Law. Mr. Barfield asked Mr. Long how they are addressing the out parcels. Mr. Long said they have them as out parcels A, B, & C. He said if the replat is approved, they will convey the out parcels to the adjacent property owners who could replat them into their property. Mr. Long said you would not want a designated lot that does not meet the zoning requirement. Mr. Barfield asked about Floyd Jones' property. Mr. Long stated Mr. Jones would own that out parcel plus the old street right-of-way. He satd when they plat their property, they could plat the out parcel into their property. Chairman Bowen asked Mr. Long if they were aware of the stipulation that the houses must be 1800 square feet. Mr. Long stated they would have to live with it. Chairman Bowen said it needs to be put on the face of the plat. Ron McGough came forward. He stated he met with all the homeowners in I Page 5 ( P & Z Minu.tes December 17, 1987 Ie I I I I I I I Ie I I ( i I I I I Ie I I ( July, and then have contacted them by mail two times since then. Mr. Barfield asked about Continental Trail. Mr. Long said they had previously had a meeting and found no one cared whether it went through or not. Mr. Hamm said he had discussed this with the City Staff. He said it was previously supposed to be a collector street, but with Wilson being so close, it is not needed. Mr. Hamm said they would prefer not to have it extended. Mr. Tucker said you would have a "U" shaped street. Mr. Long said that is correct. Mr. Royston said this would be a modification of the Thoroughfare Plan. Adiene Jones, 7512 Bursey Road, came forward. She stated they had lived there for 14 years and bought the land 3 years before that. She said she appreciated Ron McGough keeping them informed. Ms. Jones said she had rather have the houses facing them and have the road improved. She said she thinks the developer should improve the road. Ms. Jones said she is not saying she Is for or against this replat, but she has some concerns. She said if the out parcel was deeded to them, they would have to landscape it and build a concrete drive. Ms. Jones asked if they would have to pay more taxes. Chairman Bowen said they probably would. Ms. Jones stated the taxes are already high enough. She said they already have 4 acres. She asked if they would have to maintain the road. I Page 6 p & Z Minutes December 17, 1987 Ie I I I I I I I Ie I I I I I I Ie I I ( ( Mr. Royston said once this is resolved, the developer would have to dismantle the old street after the new Bursey Road is built. Mr. Long said with the present recorded plat one half of Bursey Road would be improved to the center of the street by the developer with curb and gutter on the north side. He said under the new plat, the homeowners would have access by the cuI de sacs. Mr. Long said he would hate to tear up the old road unless the homeowners want it torn up. Mr. Long and the Commission showed all the homeowners the two plats. Ms. Jones asked what kind of fences would they put up. Chairman Bowen stated a fence is not required. Ms. Jones said they would be looking at back yards. Chairman Bowen said it would be side yards. ( j Ms. Jones stated they had thought about building another house on their property some day. She said they have two two-acre tracts. Mr. Hamm said he would be glad to put up a wooden fence if that is what Ms. Jones wants. Chairman Bowen called for those wishing to speak in opposition to this replat to please come forward. James Phillips, 7540 Bursey Road, came forward. He said the previous plat showed 4 lots, but this one shows 5 lots. He asked if the houses would be 1800 square feet. I ~ I I I I I I I ~ I I I II I I Ie I I .It Page 7 P & Z Minutes December 17, 1987 ( ( Chairman Bowen stated they would be. Mr. Phillips stated he has 166 feet frontage now, but how much would they have on the cuI de sac. Mr. Royston said approximately 54 feet, but you would have plenty of buildable property. Mr. Phillips said if they do away with the bar ditches, he does not know where the water will go. Mr. Phillips said he felt this would devalue his property and he is against it. Charlotte Cooke, 7532 Bursey Road, came forward. She said she doesn't see any advantage to this. She said she had lived there 10 years and lost her husband three years ago to cancer. She said she has 166 feet of frontage now and they want to give her a cuI de sac. Ms. Cooke said she is definitely opposed to this replat. ( i Mr. Long came forward. He said they felt this plat would be more acceptable. He said cuI de sac lots would bring more money. Mr. Hamm came forward. He said he had gone to a great deal of expense. He said he thought this was better for him, the city, and the property owners. Mr. Hamm said cuI de sac lots are always priced higher. He said he would be glad to discuss it further with the property owners. Mr. Hamm said the quality of life is much better on a cuI de sac, but he doesn't wish to push anything through if they do not want it. Chairman Bowen called for anyone else wishing to speak to please come forward. · ~ I Ie I I I I I I I Ie I I I I I I Ie I I Page 8 P & Z Minutes December 17, 1987 PS 87-43 DENIED ...-. .. ...... L, ~':.......'~~~~...... ~.tIii!L... ~ 4~_ "-~..r. .... ..... ..~.-... 3. PS 87-46 ,4. PS 87-47 ( c There being no one wishing to speak, the Chairman closed the Public Hearing. Mr. Lueck asked who maintains the road. Mr. Royston said the city does. He said Bursey Road is a county type road. Mr. Tucker said the property owners are accustomed to what they have now and are not willing to change. Mr. Royston said the Commission could deny without prejudice and if they decided to come back in, they could. Mr. Tucker made the motion to deny PS 87-43 without prejudice. This motion was seconded by Mr. Lueck and the motion to deny carried 6-0. Chairman Bowen said he would encourage them to get together and discuss this plan. He said he agrees with Mr. Hamm about the cuI de sacs. ( í Mr. Tricoli said with the cuI de sacs, there would be no through traffic. Mr. Lueck said someday that road might be improved and then there would be an assessment to the property owners. --.., --..... .... -.. -..-- - --- . ,. --- .... It The next two cases will be heard together, but voted on separatel Request of Centex Re~~ tate Corp., Inc. for prel~~plat of Ember Oaks Addi~ ~f Centex Real Estate Corp.. _~ Inc. for final plat of Ember Oaks ~- Addition. Dick Perkins, Teague NaIl & Perkins, came forward to represent Centex. He said Centex and Fox and Jacob are one in the same. Mr. Perkins said the -'~..'.... .,~~ --~_. -_...:ro-:>...:.-.._"__ ¡- I Ie I I I I I I I Ie I I I I I I Ie I I I · Owe~ D. Long and Associate{, Inc. CONSULTING ENGINEERS December 9, 1987 Mr. Richard Royston Director of Planning and Development City of North Richland Hills 7301 N.E. Loop 820 North Richland Hills, Texas 76180 Re: Fair Oaks Addition - 2nd Filing PS-87-43 Dear Richard: We have received a copy of your review letter for Fair Oaks 2nd Filing Replat dated December 17, 1987 and have the following comments: Item A. Statement - no comment needed. Item A-I. Statement - no comment needed. A-2. A letter was sent by certified mail to all adjacent owners explaining what was proposed and when the meetings are to be held, requesting their attendance for any consideration they wished to express. Item A-3. A letter from Northeast Construction Co. will be provided stating that after the approval of the replat and completion of the new Bursey Road improvements, all claims to the unused old Bursey Road right-of-way adjacent to the replat will be in favor of the property owners to the south and east of the plat. J t I A-4. Statement as how to handle the property that is outside of this proposed replat. All those tracts south and east of this Fair Oaks Replat are not and have never been a part of Fair Oaks and should not be covered by any deed restrictions for this filing. Item B. As we have discussed before, it is our understanding that these "out lots" as noted do not meet the standards as set out by ordinance and should not be plated as a lot for a building permit. With the "out lotll label, that portion or tract has a tax label and can be replated later to become part of a larger lot for a building permit. If the replat is approved, we will label them any way you want. We do not, however, proposed to do any replating of lots outside the area of Fair Oaks Second Filing. 1615 Precinct Line Road - Suite 106 / Hurst, Texas 76053 / Phone (817) 281-8121 I Ie I I I I I I I Ie I I I I I I Ie I I 'Ri chard Royston ( ( -2- December 9, 1987 Item C. The Owner requests the approval of the replat as submitted with Continental Trail to terminate as shown. There has been a lot of discussion about not making Continental Trail a collector street because it is not proposed to go any further than Keller Smithfield Road and the property owners to the west of Fair Oaks Section 1 were very much opposed to any street into their area. With Bursey Road located just to the south and with Wilson Road proposed just to the north, there have been some questions as to whether or not Continental Trail is needed as a collector. If you need additional information, please give me a call. ;l~Y[)~ ,IE: ~ D. long, P. ~~ Consulting Engine~ ( ~ ODL/ml cc: Northeast Construction Co. I Ie I I I I I I I Ie I I I I I I Ie I I ( ( c#amm 5- ¿anJlúz INVESTORS &133 DAVIS BOULEVARD AC 817 /281-&021 FORT WORTH, TEXAS 78118 November 17, 1987 We have had a second meeting with the City Off1cals concerning the abandonment/vacation of Bursey. Road. Attached you will find a letter from the City proposing the steps we must take to vacate Bursey Rd. Please make a note of two important dates. D~c~mber 17th will be a Public Hearing before the Planning and Zoning Commission and the second date being the City Council Hearing of . December 21, 1~87. Should you have any questions about the vacation of the street please give me a call and we will address any questions you might have. As the letter from the City states the street vacation will be fully explored in the Public Hearing. If for some reasòn you cannöt attend th1a meeting then pos9ibly your consideration can be expressed in a letter to the City. Mr. Hamm and Mr. Sandlin want you to know that your consideration in this matter is certainly appreciated. They will execute whatever Documents may be required by the City to satisfy the legal aspects of this vacation. Moreover, you should understand that the vacation of Bursey Rd. will not take place until the construction of the new street is completed and accepted by the City. We certainly hope that";you will continue to give us your support. Please mark your calendars for December 17th and 21st. Feel free to give me a call should you have any questions. Regards, Ron McGou~h General Manager RMcG/sms Enclosures: Letter from City Plat I Ie I I I I I I I Ie I I I I I I Ie I I .. ~ ~ Owe{ D. Long and Associate~ Inc. CONSULTING ENGINEERS December 9, 1987 Mrs. Wanda Calvert Planning and Zoning Coordinator Planning and Zoning Commission City of North Richland Hills 7301 N.E. Loop 820 North Richland Hills, Texas 76118 Re: Fair Oaks Addition - 2nd Filing Final Plat - Replat PS-87-43 Dear Mrs. Calvert: We have received a copy of the review letter from Gregory W. Dickens, P.E., Assistant Director of Public Works dated December 1, 1987 and have the following comments: The review letter covers the previously approved engineering plans and the approved and recorded plat for Fair Oaks Second Filing and does not address the replat of the final plat as submitted. My client requests that the replat be considered and if it is approved, then revised engineering plans will be submitted and we will address all the following items if they still apply. Item 1. We are aware of the proposed drainage impact fee being considered by the City and are unsure if it will apply to this replat. If a valid ordinance exists at the time of approval of this replat, then the Owner will determine at that time whether or not he wants to use the existing approved recorded plat or use the requested replat. Item 2. The requested ,pro-rata due on the existing water line will be paid with development. ' Items 3, 4, 5, and 6 - Will be shown on revised plans. Items 7a. and 7b. - Will be shown on revised plans. .Items 7c. and 7d. Will not be required if replat is approved. Item 7e. Will be provided if replat is approved. Item 7f. All corners are shown as found on replat. Items 7g. and 7h. Items 8, 9 and 10. - Will not apply if replat is approved. - Will be provided with revised plans. Item 11. Sewer service to all lots outside this 2nd Filing south of Bursey Road was not required with the approved plans or plat and may not be needed and may be provided a different way if this revised plat is approved. 1615 Precinct Line Road - Suite 106 I Hurst, Texas 76053 I Phone (817) 281-8121 I Ie I I I I I I I Ie I I I I I I Ie I I , Mrs. W. Ca 1 vert ( December 9, 1987 c -2- Item 12. Will be shown on revised plans if needed. Item 13. Will not be required if replat is approved. Item 14. The Owner and Developer would like to show the sidewalks on the plans along both sides of Bursey Road but request that the con- struction be delayed until and with the construction of the adjacent homes to avoid damage to the sidewalks. Items 15. and '16. Will be shown on revised plans Item 17. Any street striping details for Bursey Road can be shown on the revised plans but the Owner requests that the City do the striping. Item 18. Will be shown on revised plans. Item 19. Will not be required if replat is approved. Item 20. Will be shown on revised plans. ~tem 21. A 10 foot easement for the sewer line will be dedicated prior to construction. Items 22.and 23. Will be shown on revised plans. Item 24. Will be provided with revised plans or prior to construction. Item 25. Will be shown on revised plans. Item 26. Will be provided with revised plans or prior to construction. Item 27. Will be provi d~d wi th' rev; sed plans. Item 28. General trench safety plans and specifications will be provided with revised plans with a requirement that the approved contractor will provide detailed trench safety plans and specifications sealed by a registered professional engineer licensed in the State of Texas on all trenching greater than 5 foot deep. Our comments regarding the requested revision will only be valid if the replat is approved and used by the Owner. If the replat is not approved, the Owner plans to use the existing plat of record and the existing approved engineering plans. A few of these items and comments will apply regardless of whether or not the replat is approved. Please give me a call if you have any further comments or questions. ODL/ml cc: Northeast Construction Co. (¡¡¡v/V ~ I () ~ Owen D. Long, P. ~~ Consulting Engin~ I ( ( City of J{8rth Richland Hills, Texas Ie I I MEMORANDUM I December 17, 1987 I TO: Planning and Zoning FROM: Richard Royston, Director of Planning I I I Ie SUBJECT: PS 87-43 Fair Oaks Addition, Second Filing In reviewing the proposed revision to the noted plat there are several areas which should be addressed by the applicants. I A. The purpose for the proposed revision to the plat is to modify the ~ayout of the lots in Blocks l1R, 12R, and 13 to create cul-de-sac streets on Kristina Court and Calvert Court. To accomplish this revision the applicants are requesting that a portion of the existing Bursey Road adjacent to the proposed platting be closed. Although the Staff is in agreement that this configuration is worthy of consideration, several specific steps must be taken in order to vacate the street ~s a public right of way. 1. In a public hearing' the adjacent land owners must be apprised of the proposed closing and the impact on their properties. We propose to hold that public hearing with the public hearing on the proposed plat revision on December 17, 1987. I I I 2. The layout of the proposed plat would remove the existing frontage on the lots on the south side of the existing Bursey Road and create frontage for each one of the lots or tracts on the proposed cul-de-sacs. Since the applicants did not include those lots or tracts in the plat we do not have any verification that those owners who are affected by this proposed change are in agreement with the revised access. The applicant should provide documentation as to the concurrence of all the property owners along the south and east sides of Bursey Road in the area proposed to be closed. I I Ie I I (817) 281-004117301 N.E. LOOP 820/P.O. BOX 18609/NORTH RICHLAND HILLS, TX 76180 I ( ( Ie I I 3. By the layout of the proposed plat the applicants indicate that they are willing to give up any claims to the Bursey Road right of way adjacent to their property in favor of the property owners to the south and east of the plat. This agreement should be documented. I 4. The proposed vacation of Bursey Road to the adjacent property owners, especially to the south of the existing road creates property ownerships which are not in conformance with the Subdivision Ordinance in that there is no replat being proposed to configure the lots to the proposed ownership. In those properties which are currently platted, if no replat is submitted at this time, the owners will be required to submit a replat application at a future date prior to making any improvements on their property. I I I B. Several "out-parcels" are noted on the plat. We understand that these were part of the previous platting and must appear on the plat. However, each one of these "out-parcels" must be designated and assigned a lot number. Also the largest parcel adjacent to Block llR is assumed to be a part of the negotiations with the adjacent property owner to the south as a condition of the vacation of Bursey Road. The property designation would be much less confusing if the lots in the Oakvaole Addition were included in the replat and the "out-parcel tI eliminated. I Ie I c. On the proposed replat Continental Trail is indicated to be terminated within the proposed subdivision. This configuration is not in compliance with the City's Thoroughfare Plan. Continental Trail should be extended with a sixty (60') foot right of way to the eastern edge of the plat to be ~_xtend;e~ in the future to Smithfield Road as a two lane Collector Streé~t. I 'I I I I Ie I I I' ( C City of J{8rth Richland Hills, Texas ~ ~~ Ie I I December 1, 1987 I REF: P~~I-0096-87 Memo to: Planning & Zoning Commission I From: Gregory W. Dickens, P.E. Assistant Director of Public Works I Subject: PS 87-43; FAIR OAKS ESTATES, SECOND FILING, Final Plat and Plans I We have reviewed the referenced material and offer the following comments. I Ie 1. Drainage impact fees are due for the referenced 25.724 acres when the rate has been determined in the near future. 2. Pro rata for the existing 16" water line in Bursey Road is due. 1,558' x $5.50 = $8,569.00 I 3. On the cover sheet, provide location for the Assistant Director of Public Works' signature and date beside "REVIEWED BY:". I 4. On the cover sheet, provide owner's name, address, and telephone number. I 5. Utilize attached ðktails' for water, sanitary sewer, streets, and drainage improvements in place of those shown in the plans. 6. Provide appropriate "General Notes" from attachment on all plan sheets where applicable. I 7. On sheet 2, note, provide, or revise the following items. I a. Show P&Z and City Council standard plat approval blocks. I b. All corners at street intersections should have a ten by ten foot corner clip dedicated as a sidewalk and utility easement. Ie I c. Southeast corner of Lot 4, Block 12 should be a curve with a 10 foot radius. d. Block 11 and Block 12 should be laid out with cul-de-sacs. Adequate frontage should be provided to the existing lots and tracts along the existing Bursey Road to the proposed cul-de-sacs. I (817) 281-0041/7301 N.E. LOOP 820/P.O. BOX 18609/NORTH RICHLAND HILLS, TX 76118 I· PS 87-43; FAIR O~ ESTATES Page 2 December 1, 1987 c Ie I e. Provide a minimum of a 100 foot tangent between curve #1 and curve 112. f. Label all corners either found or set, whichever appropriate. I g. Minimum width of drainage easements between lots is 15 feet. Revise easement between Lots 2 and 3, Block 11. I h. Scaled dimension on east property line of Lot 28, Block 4 does not coincide with the 70.0 foot dimension shown. Revise the drawing. I 8. On sheet 3, provide "offsite drainage area map" to clarify overall drainage situation. I 9. On sheet 4, show "times of concentration" calculations for any times greater than 15 minutes. On future drainage area maps, use "design point" approach to runoff calculations for inlets, etc. I 10. On sheet 5, note, revise, or provide the following items. a. Move all single service lines to a property line. I Ie b. Revise "List of Fittings" location 1116 notation to require 1-8" (MJ) Gate Valve and 1-6" (MJ) Gate Valve. c. Remove "General Note" 113 and revise #4 to state "The City of North Richland Hills shall not furnish meter boxes ...". I 11. On sheet 6, provide sewer service to all lots adjacent to the south :subdivisïon boundary line. I 12. On sheet 6, note dimension from corner to proposed sewer service location for all lots on a cul-de-sac or curve. ( j !I 13. On sheet 117, note "proposed manhole" at Elizabeth Lane and Kristina Lane sewer line intersection. I 14. Developer will be required to build standard sidewalk along both sides of the proposed Bursey Road. 15. Provide benchmark on all street, drainage, and sanitary sewer sheets. I 16. Curb ramps will be required on all curb returns on Bursey Road. I 17. On sheet 7, provide striping details and note striping required on Bursey Road. Make other revisions as marked on the review set of plans. Ie I 18. On sheet 9, transition at Bursey Road and Keller-Smithfield Road should be 6" thick stabilized subgrade with 3011/s.y. of lime with 2" thick Type "D" HMAC overlay. Provide 20 foot radius boundary for pavement on northeast and southeast quadrants. I I PS 87-43; FAIR O~ ESTATES Page 3 '- December 1, 1987 c Ie I 19. On sheet 10, provide double yellow stripe on Continental Trail. Note to sawcut existing pavement over header for smooth edge. Make other revisions as marked on the review set of plans. 20. On sheets 11 through 15, make revisions as marked on the review set of plans. I 21. On sheet 16, dedicate a m1n1mum of a 10 foot wide sanitary sewer easement for proposed offsite sewer. I 22. On sheet 16, note in plan view to "install a drop on the existing manhole at STA 0+00". Show proposed rim elevations. I 23. On sheets 17 through 20, make revisions as marked on the review set of plans. I 24. On sheet 21, note, provide, or revise the following items. a. Include City's concrete collar detail. I b. Provide a dedicated 15 foot drainage easement for offsite 42" storm drain as well as notarized letter from offsite owner allowing "grade-to-drain" condition as shown on the plans. I Ie c. Revise notation at STA 9+50 to require a 5 foot standard square manhole rather than a 4 foot. d. Provide a CH-ll-B headwall at STA 8+50 with a 2 foot toe. I 25. On sheet 22, provide a 4 foot square manhole at approximately STA 14+25. II 26. On sheet 23, provide a dedicated 15 foot drainage easement for offsite 27" storm drain as wéll as notarized letter from offsite owner allowing "grade"':'¡to-drain" condition as shown on the plans. I 27. On sheet 23, provide more description of downstream conditions so "recognized watercourse" condition can be verified. I 28. Trench safety plans and specifications sealed by a registered professional engineer licensed in the State of Texas will be required on all trenching greater than 5 foot deep. I I Ie I cc: Mr. Rodger N. Line, City Manager Mr. Richard Royston, Director of Development I I Ie· I I I I I I I P I I I I I I Ie I I 1'-10" PROVI DE PRECAST ADJUSlMENT RINGS OR CLAY BRICK & MORTAR OR COMB I NATION 1" DEEP CONTRACTION JOINT WITH . CRACK SEALER MANHOLE TOP FOR STREET INSTALLATION CAST IRON MANHOLE FRAME AND COVER (TO BE FURNISHED AND INSTALLED BY CONTRACTOR) BASS & HAYS PATTERN #300-2~ WITH PICK BARS OR EQUAL MARKED "SANITARY SEWER" 1 '-10" = <:) I - N tI.'-O" INSIDE DIAMETER . . ;:: ~ :0 . : ?: ...:... -. . ~: . .. : 0: ~.. ..: (i . (I) LLJ 0:: CI: > F. L. H:~ MONOLITHICALLY PLACED CLASS " " CONCRETE .. . , .. ... ., · . . .: · . .. · :.... () .... . . . , . . .:.:. ~. .. .. . .. .. ~: .:: ; .:: : -. . .. :. i:. · . e.. . .. . · . '. N 1- 6'-0" MINIMUM NOTES: 1: STANDARD CAST-IN-PLACE CONCRETE MANHOLE TO BE USED 'WITH SEWERS 8 INCHES THROÜGH 36 INCHES IN DIAMETER WHERE SPECIFIED: 2~ THE CONNECTION OF THE SEWER PIPE TO THE MANHOLE SH~LL BE ACCOMPLISHED BY USING MANHOLE COUPLING OR RUBBER RING WATER STOPS AS RECOMMENDED BY THE PIPE MANUFACTURER. 3. CLASS "A" CONCRETE SHALL HAVE 5 SACKS CEMENT/C.Y., MAXIMUM SLUMP OF 5 INCHES, AND A 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. . . L&. ~ . ..J a:: L&J A- >- C A- ce 0:: t- >< LLJ = o I - ID 0::: LLJ > o ::c ..... A- LLJ Q ..J ce z: o t- O o ce STANDARD CAST-iN-PLACE CONCRETE MANHOLE CITY OF NORTH RICHLAND HILLS,TEXAS .- : ~:~,~\:~:5~~~'~~:~~o'H-FI ( )\\ 11<". 1,( OUtaHIO . V GWD 0"..,. IV SPK AfV,,,o..l OA T( . V S V-'Ul -----. - ---- CHIC.(lO .., -- -- ------ --... ---.--.-- OAT( JULY, 1987 JOe IIItO '"II r IWO 0' I· . Ie I I I I I I I Ie I I I I I I Ie I I 'II 13 BAR ~I ~_, I r '~8~8;~} . ( I, ,) J } \ \~~ ~ I L'~~~ . CD . - .... ~.. -". . EXISTING 1- DEEP CONTRACTION CONCRETE JOINT WI TH CRACK PAVEMENT SEALER 6 - 111 I CK CLASS "A" CONCRETE BASE VALVE BOX & COVER TO BE BASS & HAYS '3110-1 6R THICK CONCRETE BASE -' c ~UI om z ~ . aI: -~ VALVE -VALVES WITHIN ROADWAYS OR OTHER PAVED .. OR SURFACED AREAS . . .,. ( '3 BAR 1'-6" - "'---....... I I / ~~.<', (/~/ ~\ \ , I, I' I . \ \84/ .1 L ',~:;;/.~ . CD .1 .. GRADE -' UI i m ~ ~ aI: . ~ = :> VAL VE IK)X & COVER 10 IE.·- BASS & HAYS '3110-1 ¥ . (.) CUlO . ..--' UI_ U)~ U) (.) UI ~ZCl) d8ãi 6R AWflA C-900 DR 18, ClASS 1 50 pye VALVE WATER LINE VALVES IN YARDS OR OTHER AREAS NOT SUBJECT TO TRAFFIC WATER VALVE & BOX DETAILS ==== CONCRETE TIt RUST BLOCKS NOTES: 1. CLASS "A" CONCRETE SHALL HAVE 5 SACKS OF CEMENT/C.V., MAXIMUM SLUMP OF 5 INCHES, AND A 3000 PSI CONPRESSIVE STRENGTH AT 28 DAYS. 2. All ITEMS SHOWN INCLUDED IN VALVE & BOX UNIT PRICE COMPLETE IN PLACE. ' CONCRETE TIt RUST BlOCKS CONCRETE FOR THRUST BlOCKS SHALL BE CLASS "S" TYPICAL THRUST BLOCK DETAILS WATER VALVE AND THRUST BLOCK DETAILS CITY OF NORTH RICHLAND HILLS, TEXAS . ~<;>~<?~.:~~~H-FlOWERS~ INC 011'0"'0 .Y GWO ., VI.OIII OAr. .y IYMeOt. OA'I JULY. 1987 O..A.... .. ~IIO CHIC.to .. ____ _ __ \foeti, lItO .>- ..-...~........,.,..............'_.......,~~....._...... ...··....~.....i· '~Ioo-",_..-_-*",...._...,........~._ .. I I" ;a' , Ie I I I I I I' I -- I I I I I I Ie I I ~. ,; I:';' ~ r, -..':- -- -._. - ( . WA TER SERVICE CONNECTION( :NGLE ... ...,. ------... -, ~. - . ... ... '"Co..... ,,__-- '._' _-- "'-_._ 50' STREET R.O.W. USUAL OTHER WI DT1tS SIMI UR - ,'-'. .... . - .. CENTER METER 36" BACK OF CURB AND SERVICE LINE 1~" BELOW TOP OF CURB TYPICAL STREET SECTION METER so X I I I CUSTOMER SERVICE liME NOT 11 ~œMmeT . . --. a. .,' - ..._.....r....-.; _.. . __ ...... ~ _ .... _ ... ... . _.þ. a" TYPE "K" SOFT COPPER ~---- - --...--- .,,- "0 BACK OF CURB t"xt" METER INSTALLED BY CITY WATER MAIN PLAN VIEW 36" ....._. -.-. - - . -..-.. _.- - . . ,I... I, : _ . '.:.. :::' :.)~:~ ::,~.::~:~i.l?\\{~~ . a: Z a" TYPE "K" SOFT COPPER a" OUTSIDE I.P. 4" CORPORATION STOP H-I5000 PROFILE ,VIEW SERVICE LINE WHEN MAIN IS ON OPPOSITE SIDE OF STREET NOTE: IF SERVICE IS INSTALLED AHEAD OF CURB & GUTTER, CUT & SHAPE PIPE TO FIT POSITION SHOWN BUT BEND DOWN ABOUT 5ft TO MINIMIZE CHANCES OF DAMAGE DURING CONSTRUCTION OF CURB & GUTTER. SERVICE LINE COVER MINIMUM 2~ft, UNDER STREET SUBGRADE AND MINIMUM 12" UNDER BOTTOM OF CURB , GUTTER. BRONZE DOUBLE STRA SADDLE OR TEFLON COATED SADDLE WI TH WI·DE STAINLESS STEEL BAND WATER SERVICE CONNECTION -SINGLE- CITY OF NORTH RICHLAND HilLS, TEXAS . ~~<?.N.:~è.~H-~LOWERS. J~c. 01110lIl10 IY ~o "IV."OtiII o",n JULY. 1981 0.\ TI IY ..,.~ OA",".. .., SPK JOe Il1O CHICIIIO IY' ~fn Il1O 01 ·~-:r"'.t.'...... -----... - ~-=-- ~~ I: . Ie I I I I I I I Ie I· ,I I I I I Ie I I - ...... -..--..... ~IATERSERVICE CONNECTION ~JBLE so' -STREET R.O.W. - USUAL OTHER WIDTHS SIMILAR SERVICE LINES 'CENTER METER 46" BACK OF CURB AND SERVICE LINE 1~" BELOW TOP OF CURB TYPICAL STREET DETAIL ----.--- - ------ .. .... _. . .. ......~. . /-, BACK OF CURB PLAN VIEW ~ _. . ... 36" 1" TYPE "K" SOFT COPPER .. .. ,. :":.'~.:;\ ~ :::.:. ::':::::~~.~.::;: ~;.H~N.; . z: Z ~ ::I- :' t 1" TYPE "K" SOFT COPPER U-BRANCH, 1" INLET a" OUTLETS 7i" clc H-15361J 1" CORPORATION~ STOP H-1 5000 BRONZE DOUBLE STRA P SADDLE OR TEFLON COATED SADDLE WITH WIDE STAINLESS STEEL BAND SERVICE LINE WHEN MAIN IS ON OPPOSITE SIDE OF STREET PROFILE VIEW NOTE: IF SERVICE IS INSTALLED AHEAD OF CURB & GUTTER, CUT AND SHAPE PIPE TO FIT POSI TIOM SHO~ BUT BEND DOWN ABOUT 6" TO MINIMIZE CHANCES OF DAMAGE DURING CONSTRUCTION OF CURB & GUTTER. SERVICE liNE COVER MINIMUM 2~" UNDER STREET SUBGRADE AND MINIMUM 12" UNDER BOTTOM OF CURB' GUTTER. WATER SERVICE CONNECTION -DOU8LE- CITY OF NORTH RICHLAND HilLS, TEXAS . ~~~~~.:~~HP~lOWERS.I~. otllCÞlto a. GWD o.A_ a. SPK .IV._OIIS OAr. a. .~ OAtI JULY, :'9i37 .. 110 0410'10 a. ,...." e.c) 0. ~ ..... ~'-"-~ .......~,'~_...~,.' -P: ~.... I~ - Ie I I I I I I I -- I· II I I I I I . e I I ( - ( MISCELLANEOUS TRENCH EMBEDMENT AND BACKFILL DETAILS ------.------...---- - .... ''-- - --... -. _.- - -~~_.. _. --.--... ". -_. .....- .~......... . - ~.. "-.. '. -- - NOT TO SCALE t . NATIVE-TRENCH 'MATERIAL (NO ROCKS OVER 3w IN DIA.) (I) w ~ c > CUSHION SAND .-.-...--... .. --,.... - -,- NORMALLY AWA C-900 DR-18 ClASS 1 50 PVC WATER .- ".. -..- -- - -.. ,.- --·........c........... -----...- ......... CUSHION SAND NORMAllY SDR 35 PVC NATIVE TRENCH MATERIAL (NO LARGE ROCkS) (I). " LLI ~ C > NO RM~J..L Y ASlM C-76 RCP SAND TO SPRING LINE _// /"-C, WASHED ROCK I F TRENCH BOTTOM NOT CUT TO GRADE STORM DRAIN GENERAL NOTES: 1. IF PIPE IS UNDER PAVEMENT, CUSHION SAND BACKFilL AND EMBEDMENT WilL BE REQUIRED 10 THE BOTTOM OF PROPOSED SUBGRADE. 2. ALL TRENCH BACKFILL TO BE COMPACTED TO 95% STANDARD PROCTOR DRY DENSllY (ASl104 0-698) .......- -A.I'. ........_ NATIVE TRENCH MATERIAL (NO ROCKS OVER 3w IN DIA.) "(1) &&.I ~ C > SANITARY SEWER ''-..__....~.....................~~~. ',' ',,~':Ioc._'...... --...........,......,.-,~_.,_. ...........,....-. ..:.......--....-......"\.. .'" ". .'.- PEA GRAVEL OR SMAll DIAMETER NON-ANGULAR WASHED ROCK SHALL BE SUBSTITUTED FOR CUSHION SAND UP TO THE SPRING LINE WHERE UNSTABlE OR MUDDY TRENCH CONDITIONS EXIST. MISCELLANEOUS TRENCH EMBEDMENT AND BACKFILL DETAilS CITY OF NORTH RICHlAND HilLS, TEXAS -. KNOWlTON-ENCLISH-FLOWERS. INC. «~I", ............ ............. . 01"0..10 IY GWD O"A"" IY SPK " ( v 11a()t¡f1 DATI IY IY'-<k OAn JULY, 1987 JOe IIfO CMIC..D IY ::;-;;;~:::;-:-:;;...L~~~~__" ~ ·~~-·~-£·,··_......,,~~·~,·~~--_w....... '-.J :-.....,.,~c:'t.. ,'~ -...--->-.- -.- --'- I ,'. ) " . Ie I I I I I I I Ie I I I I I I Ie I I ( SEWER SERVICE CONNEC( JNS Pl o ,'...... ...- ,"-Þ :: ~ ~ Ä f \' ":. ~ _ .' . "- I ~-: - _. - -....-.... - -- .. - ..... .. - -..:~::...~ - :"':"';':-=:-=-:-:-,-.-:-~.-"~ '.-:"--~,~~:':, ._-~.-::"'.-. .-':" - -~'''---' ....:.:..-:. ....--..-: 9'.'-6 " .TYPICAL . i .. .. .. ... .. . .. .. . .. . ... .... .. .. ".0 .. ... . -=r: - SEWER (I) cr ¿ (1)- MA I N ~ "" . BEGIN PAY + ITEM FOR ~n SEWER SERVICE PIPE //' ,,,,,-, Pl STANDARD SEWER SERVICE 9'-6" I TYP I CAL I _/ . .... ...'O.. 'O: .. .. .. ..: 'O' . ......." .." . eO' .." .." .... IJ" SERVICE LINE WHERE CUSTOMER SERVICE LINE IS NOr INSTALLED~ PLUG SEWER W1TH PLASTIC V.C. STOPPER AND DRIVE 2xQ REFERENCE STAKE AS SPECIFIED~ BEND AND STACK PIPE BY CONTRACTOR AND SHALL BE INCLUDED IN PRICE BID FOR DEEP SERVICE CONNECT IONS.' BEGIN PAY ITEM FOR ij" SEWER SERVICE PIPE~ LLJ a:: o ::E 6" OF CL."A" CONCRETE AROUND WYE AND BEND AS SHOWN: THIS CONCRETE WILL BE INCLUDED IN PRICE BID FOR DEEP-CUT SERVICE CONNECTIONS: SEWER MAIN DEEP-CUT SEWER SERVICE NOTES: 1.0 TOP OF SERV I CE STACK SHALL BE SUFFICIENT DEPTH TO PROVIDE ADEQUATE FALL FROM THE FACILITY TO BE SERVED: 2. CLASS "An CONCRETE SHALL HAVE 5 SACKS OF CEMENT, MAXIMUM SLUMP OF 5 INCHES, AND 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEWER SERVICE CONNECTIONS CITY OF NORTH RICH LAND HillS, TEXAS . ~~~~~~2~.:.~:.~~~-FLO\\'fRS.JNC OUIGIIIt,O IY GWO 0....... IY SPK "f Vll'o.tl O.f. IV IY..oL DAn JULY 1987 ..oe Il1O CMlalO IY ....--......................................___~...··..~c_ ...._ ....._. , ':" ....-,_._ -".- - - _..~.. ., .....~.t1o' V,"_o", "...., ,;..~~ ...., ...., - --- - -- --- --- ------.-. I' ie I I I I I I I -- I· I I I I I Ie I I ( (-- -~._. '''L_,: ".-'-.._-.-":'~::';":-~_'":4;'::''':'''':-'~:-__.:-''. _.. _:- .. PAVEMENT MARKING DETAILS ---.....- --"-'-" TYPICAL DASH LINE 10 FT. DASH WITH 6 BUTTONS ON 2 FT. CENTERS 30 FT. ~PACES ~ . . . . . . . . . . . . I. 30 I CIC . ~. 101 .1 NOTE: LEAD BUTTONS TO BE REFLECTIVE TYPE IC OR TYPE IA. ALL OTHE~ BUTTONS TYPE "W" OR .ya, AS SPECIFIED ON PLANS. TYPICAL DOUBLE YELLOW (NO PASSING) .- . . . . . . . . . . . . . . . . . . . . . ¡41 . . . . :=rsu NOTE: BUTTONS TO BE INSTALLED ON 4 FT. CENTERS, 8 INCHES APART. LINE TO TERMINATE FOR INTERSECTIONS. BUTTONS TO BE TYPE UY" WITH TYPE 11M BUTTONS ON 20 FT. CENTERS TYPE 11M BUTTONS TO BE USED AT mE START AND END OF STRIPES AT INTERSECTIONS. TYPICAL CONTINUOUS LEFT TURN LANE " . · . · . . . . . . · · .', . - -- . · · . · · TYPE I 1M · · . · · . · · . . . . . . . . · · . . NOTE: ALL, BUTTONS TO BE TYPE I'ya AM) TYPE 11M. OUTSIDE LINE TO BE ON 4 FT. CENTERS AS ABOVE. INSIDE DASH TO BE ON 4 FT. CENTERS AS ABOYÉ. TYPE 11M BUTTONS AT START OF EACH DASH TO MTCH TYPE 11M BUTTONS IN THE LINE. LINES AND DASHES TO TERMINATE AT INTERSECTIONS WIlli TYPE 11M BUTTONS. SPECIAL PROVISIONS: ? i . 1. BUTTONS AS PER ITEM 676 TDHPT STD. SPECS. 1982. 2. ADHESIVE - TYPE II M AS PER ITEM 575 TDHPT STD. SPECS. 1982. 3. CONSTRUCTION - AS PER ITEM 676.4 TDHPT STD. SPECS. 1982. . 4. ALL CONCRETE STREETS TO BE SAND BLASTED BEFORE BUTTON APPLICATION. 5. DESIGN TO BE APPROVED BY CITY OF NORm RICHLAND ~IIlLS. 6. COLOR OF BUTTONS TO BE IN ACCORDANCE WIrn ll-IE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. SIZE OF ALL BUTTONS TO BE FOUR (4") INCHES IN DIAMETER UNLESS OTHERWISE SPECIFIED. ; DATE: PAVEMENT MARKING DETAILS City of llorth 1Udùand 1-lills *" Star.o£ the 1.1etropIex I' Ie I I I I I I I Ie I· I I I I I Ie I I ~'ITY OF NORTH RICHLAND HI~, TEXAS · GENERAL NOTES * 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF NORTH RICHLAND HILLS. STANDARDS AND SPECIFICATIONS. - 2. ALL WATER. SANITARY SEWER. AND STORM DRAIN TRENCHES TO BE JETTED FROM THE BOTTOM UP WITH PROPER EQUIPMENT AS OUTLINED IN THE CITY SPECIFICATIONS. JETTING TO BE EVERY FIVE (51) FEET HORIZONTAL. 3. UTILITY CONTRACTOR AND STREET CONTRACTOR ARE TO NOTIFY A CITY INSPECTOR. BILL RUTLEDGE OR LARRY JONES. @ 581-0511 AT LEAST 48 HOURS PRIOR TO . BEGINNING CONSTRUCTION. 4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC (ASD1 3034) OR EXTRA STRENGTH VITRIFIED CLAY (ASTM 200-65T OR LATEST REVISION THEREOF). . 5. ALL STORM DRAINAGE PIPE SHOULD BE ASTM C-76. CLASS III REINFORCED CONCRETE. UNLESS OOTEO- OntERWISE. . 6. ALL WATER MAINS SHALL BE EITHER DUCTILE IRON ANSI/AWWA-C150/A21.50. CLASS 50 WITH 8 MIL POLYETHYLENE TUBE wRAp AND CEMENT LTNING ACCORDIP~ TO ,ANSI/AWWA-C104/A21.4 OR PVC AWWA-C900. DR18. CLASS 150. 7. ALL WATER AND SANITARY SEWER TRENCHES UNDER CURB OR PAVEMENT ARE TO BE BACKFILLED WITH SAND UP TO THE BOTTOM OF THE PROPOSED SUBGRADE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF A MAXIMUM NUMBER OF PASSING FIELD DENSITY TESTS ON LIME STABLIZED SUBGRADE EQUAL TO THE RATIO I OF 1 PER 100 LINEAR FEET OF STREET AND ALL FAILING DEP61TY TESTS AND REQUIRED MOISTURE-DENSITY CURVES. 9. ALL FILL WI11HN STREET RIGHT-OF-WAY TO BE C<J4PACTED TO 951 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR METHOD (ASlM 0-698). 10. WARP WATER LINES AROUND STORM DRAIN ItILETS WITH A MHIIMUM OF 12" CLEARANCE OUT-TO-oUT. ' (i . 11. "CURB RAMPS" ARE TO BE CONSTRUCTED ON ALL PERMANENT CURB RETURNS AT ItfTERSECTIOt~ OF COLLECTOR OR ARTERIAL STREETS. 12. ALL CONSTRUCTION BARRICADING TO BE IN ACCORDAtlCE WITH THE CURRENT "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS-. 13. GATE VALVES SHALL CONFORM TO ANSI/AWWA C509-87. DATE: · GENERAL NOTES * City of !'lorth 1tidùand rIills * Star of the~etropIex I I I I I I I I· I I I I I I I I I I I =CITY OF BEDFORD, TEXAS ( .r .. 6 II .' d ..: .. . , . ... ..~. .¿".. .r...· SEE ./). R E J N F·O R C E MEN T · FOR CONe. PLUG ., . (SEE NOTE)· T = LENGTH OF PIPE GROOVE . .. .:. ~L}.:~X. >~'..:..... :. e. .....". " REINFORCEMENT FOR CONC: PLUG PIPE SIZE REINf: BAR DISTANCE c-c S 18" - 33" '** 3 12 .. 1/2 T BOTH WAYS 36" -.54 II .- 3 .. r/3T 60'· - 84 .. #. 4 .. 1/4 T ..' ¡ to . ! . ~ ~:. ," ~ ~~ ~ 0 T E :... . · i' ..-!.I,:,~O.,__"..,..._, . .'~. .'. .....'., ...._.. .... ~~~..~-. STEEL HANDLE FOR REINFORCED CONCRETE PLUG SHALL BE LOCATED 1/4 1.0 ABOVE POINT OF PLUG. TWO STEEL HANDLES BE REQUIRED ON PLUGS OF 36..0. PIPES LARGER AND SHALL BE PLACED 1/4 1.0. AND 1/4 r.D. ABOVE CENTER OF PLÚG. ' ;. _ ~ . ... . 0, . . , PIPE CENTER WILL OR APART .-- .. . NO SCALE' OJ' ., ... .. .. .-.. . .. .. ,..~..... ./.-- ..../ ... :.. . 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C IT'( OF fJo(LTH ~1C.~lM.X) µ 't.L~ ,,61 AÇ GSS~!otJ ).-A ~U_____~_____ J 0\ 'TO ~ L-~ ßCJ¿Q fb 12M'l yJ Ð ~è ,~, L--- · I ( ( I 12" 6" r II ~ C:> - D ROADWAY WIDTH 6- 12" 2"- 2"- 4- H. M. A. C. BINDER TYPE -A- BASE COURSE IN 2 EQUAL COURSES .-dL CPA,. LIMIT FOil STAB. S1I8G, , ~ . FOUNDATION COURSE 6- CEMENT. ' OR 6" LIME STABILIZED SU8GRADE ($E£ NOTE) . -FOUNDATION COURSE:- CEMENT OR LIME TREATED SU8GRADE (6")- IF THE NATURAL SUB6RADE HAS A ~/. LESS THAN 20, THE ENGINEER MAY SPECIFY CEMENT OR LIME TREATED SU8GRADE AFTER CONSIDERING LINEAR SHRINKAGE, SOIL CLASSIFICATION, SEEPA6E, AND OTHER FACTORS. IF THE NATURAL SUBGRADE HAS A P.I. GREATER THAN 20, LIME TREATED SUBGRADE SHALL BE USED. IF SUFFICIENT DEPTH OF SUITABLE SUBGRADE MATERIAL IS NOT AVAILABLE, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE MATCRIAL. .fA' 1Lr£'Î,.AYC J!Að,':',Z""ð Aðlënl ,"HT ~ð e/1 ,.~ A-1¥¥lOtt&R E' 1'., ,~.C*" ~ 1"1\ t:rJf. n . . . -. CONSTRUCT/ON STANDARDS RESIDENTIAL STREETS I HOT MIX ASPH. CONC. PAVEMENT CITY OF ilr.JF(}H() N/!.µ DATE: ~ ~EBRUARY, 1976 DRAWING NO CS - 05 .. -' .'.~...,.~'..,.-~"~~;.....,......,. ... ~ ~ ~ ~ It~ e.- ~~ '" CIQ '" .... ~ ,~ ~~ a ~ ,~ ~..... ~, ~~ .... ~ t..;;<::) ~ ~- :t~ ~ ~~ a~ . .. '''' ~ ~ ~... ¡ .L ... ).. ~ ..... ~ ~ '" ~~ ~ ~~ '" ~~ .a~ ,~ ~ -- .... ~ eta ~ ~~ ~ CI) ~ ... ~ ~ CIQ ~ "» . .. ~ ~ ~ ~ ~ ~ . . .. .. , . ... . " I ~ it -.J~ ~ , , 8 ~~ ~ .. .' . ~ ~i::: .- ~ .&ù~ §~ ~ - ~,\à ~~ t:::~ , ..,C\, ~~ I--... ~ Q.~ ~ . C) ~~ ~~ S;S ~~ ---'¡G ,.~ - , ... I $/' - o· ( ~ . ~~ , ~ ~~ ~~, ~(.) ...~.... ~ ~-.. ~~~~ . "- ~() _~~\e.I ',~ ~ ~~ '-- I ~:t(.) ~ãï:: a"-)~ t-.. !...~ I ~ .... ~~ ~ ~~~ -.. &I) ~ ~ ~~;t..., .... ~~~..., ~ ~~¡¡~ .... b ~ ~ ~ a t-.. "- ./~ . ~ II') . ~ ~ ~ ~ -.. -~ -~ ~~~ ~ . ~ II) ..I ~ J ~ ~ ~ " ~ -- ~-- . ~ .. 1 à . ,:, r\ ,¡ IY I ~ ... ~ ~ , ~ ~ CI) It. ~'" -~ ~~ .. .rl r- -. ..~,..,~.,',~~.~~-":..~~....... ~,.,,"-""- ~ .~ ~ ~ ~ ).: ~ '" ~ ~ ~ ~ tI) ~ ~ ~ ~ ~ \.) It ~ ~ ~ (" . '. -"" Q ~ a~ \a~ ~ ..,:: ., ~~ ~ ...,Iv ..I~ 2a ...== °a ....h. . ""e.- . ~ ..... ~~ ~~ ~~ ~ · ..... · :- 811) · ~ , · ~ 8 ~ II') ~ ¡ . ~ ~~ lit i;: , .. # " \) ..~:. ;t, ~ ~ . , ~.. t-.. ¡:: .. # ~C\t ~ ","" ~,.. ....... ~~ ~~ ~ ~ ~~ ..:.~ ~:~ II) ~ ~~ . ~ , .~ C)~ ~ --=Q: 81') ~ "S ~ eta ~C) ~~ , CONSTRUCTION RESIDENTIAL CONCRETE C I r Y OF ~ It ~ ~ ~ - -~: .' /-'. -...J " i~ ~ t-.... <: " S5 STANDARDS STREETS, PAVEMENT ß..CS,-ð"O"A/ / µ OAT E : FEBRUARY. 1976 Df.t~WING CS - 0 I NO. : . ... . I· R.O.I. Ie ell "" ac . c 0 =- - . I ca ac ..., t- t- ::» c.::t I . .. ~ I ell "" ." ac ::» au u~ :II OX - ~a I z Lc 0 ~ \AI .. , ." aca: o :;:) "- a ~ U \AI . . ." C \AI a: L.,,:;:) I ~a "- CD U .. Q U \AI eIICU ~:IIc -x,,- ~ a: " - "- :;:) ~O'" ", I " " ' ,. ~ . C ~ .. 0 ~ C I 0 ac ~ ~ . '" c:' ." ;. D: ::;) . 0 U CI "" 1_ Þ- U I;t C . .... ac .. ::;) M PI ell U "" ; . x I c . =- ~ ::. . I .. : t' I Þ- Z. c.a ~ CD I ac ;) u ac 0 "- Z ~ .. I '" ..., ell I . D: ~ t- :;:) U . .. ~ I . ~ . 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I L .'N i 1 ~ ~ i CONSTRUCTION STA~DAROS COLLECTOR STREETS HOT MIX ASPH. CONC. PAVEMENT CITY OF B!i5f8R8 --N:~ DATE: FEBRUARY. 1971 _..............~,~-...- " DRAW1NG NO. Cs-g . r ' . . :I~ 'Ie :1 1 I I I I I~ ..... p\' I I I I I I Ie I I ~ä ~ !~~ ~~- . .! ~ ¡ ;~ -. ~ ~~ ~ ~- 't u ~ ~ ~ o " Þ- ! ( .- ... . .. a: &6.1 .... .... :::» u ~ ¡ I ¡ .", '.. " . . N Þ- - Õ . .. =Ë ... .. ~" ... " -~ "u _4 4 .~ 1M .... ;0 .~ == .... ...»- .4 -z ~ca . .- !!:ï= "'0 !ª :- 0_ U~ e" .. - =~ . c:' :~ I i W : I : -:. !~ ~ < \/ II . ¡. ::: i I, ,:'.~ " '~ .: ,~ ::." . i· II!'¡ . .. .... '.: I' !' '- ~ ' " _.,,:; ! ;: u w CI) ::J ~ ê .,.t. t § ···1 "- ,r) 111 "..,~ "'~ 5~ ¡ I J ~~~ ;~~ : 't ~! ~ I 1 : ~ ~æ ~ : r· ~"- -r t. .Þ ____ ~ ---... c ... , ('(\ ~ . ~ ... ~ »- ... ... . õ , · w = Þ- · - I ¡: - ~ · Q N = . ii u ... ~ f; . ... Q . . ~ ~ . ~ ~ o ~ c . Q c Q a: .." . ~ . ~ - .. ~ - . Q w ~ - .. Q Þ- N Þ- . o .... . o 2 en &6.1 Q N a:: . ., ~I en w i ~ ex ~ ~ R Q . liNE (f) t- w w a:: t- en ~: ~ <..) 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Zc ::;)-JC"",::;)ca-JCD ""'Z""'VluzaeV) c 2:c _ -J 0 ""'''''''''0-'''''' w.-JZ"", UX ""'-:c"",acc> - ·-a...~ x c I aeVl -:Z::VI ae "'- ~ "'" w. -' ... . CL "'" - a: . - CL _ -J CL V) z..."", .""'-cc a:·c U 00 _ ::) :z: "'" c . N . a::: w. o-...:It¥:V) _"",,,,,,_ U. -Zaezz....._ .VI-J-CC""'CÐCO Z-V) a:-X-C:ll\61 a ""'a:x:U....U-J V) -""'-JCV)c __"",:;:) ....0 w.a:W.C-I c c ..... CII: "'" w. :> ca "'" oae-zcex....::::)CCCD zu ·""'''''''''''cV) _ ::;)CDA.:IIZX:"", ..._~ C:) ""'--a:::w.c::;)c ~enCU~Q(.,:,-ZVl2 N CONSTRUCTION STANDARpS THæOUGt-FARE a INDUSTRIAL STREETS HOT MIX ASPH CONe. PAVEMENT CITY OF Ð6GfQRQ tJ¡2H DATE: FEBRUARY, 1911 DRAWING H~ CS-13 1- ~ I I I I I I 1 -- I 1 I I I I -- I I ~--(- -~ -' 0 c . ::)GI: en ~ . c:» o tit ¡ -' Z o ~ U \&I '" "'- -' c :z:: ~ c a o c o ar: 0- . ... c;4 :..= ~ . 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Þ- ~~1It =~ca oJ~ ¡'4=~w...~:w;-=~ "'-4aoJ .-O~ "'40"'4__" .. . 8~'.~·!:=~jt:"~ .. ~"'::ta.. -4.- 4"'4__0 oJ"'" w_ ........z-1It a 0.4 "'=Q""Þ-t;~:2:"'A= a-:;:)Ot:a:;:):a... ... w ""'.,....- ··...-o~w'" ~~~~::::;;:...;::~~= >~8-·._~4:;:). a. 4WOO-00W_0:a~w ~."'u~UY"""'~"._ CONSTRUCTION STANQARDS THOROUGt-FARE a INDUSTRIAL. STREETS REINFORCED CONCRETE PAVEMENT CITY OF ~Ðr9AO N DATE; FEBRUARY, '971 DRAWING HQ CS;I I Ie I I I I I I I lit I I I I I I Ie I I ( ( @ Southwestern Bell Telephone 1116 Houston Room 1402 Fort Worth,TX 76102 November 10, 1987 City of North Richland Hills P.O. Box 18609 North Richland Hills. Texas 76180 RE: PS 87-43 Dear Ms. Wanda Calvert: Southwestern Bell needs additionàl easements as marked in red of the replat of Fair Oaks Estates, 2nd Filing. If you have any questions, please feel free to call me on 817-338-5374. ( ï Sin~relY,? ...';'.,.;). ..' ¿.ç ,¿tlL.¡j~:~~ _d_' ~¡e JOhn~bn ~.. Manager-Engineering Design I Ie I I I I I I I -- c ( Mr. N. G. Watson Region Engineering Supervisor TU Electric Company P.O. Box 970 Fort Worth, TX 76101 RE: City File Reference Number: PS 87-43 Fair Oaks Estates Addition, Section 2 Address or Location: North of Bursey, west of Keller-Smithfield Road Attached is a print of the above named subdivision for review of the proposed layout in terms of the requirements of your office. Please return your comments to Wanda Calvert, Planning and Zoning Coordinator, City of North Richland Hills, P.O. Box 18609, North Richland Hills, Texas, 76118 on one (1) copy of this form no later than 11/16/87. Layout fully satisfies requirements of this office. I I I 'I I I Ie I I v Layout is satisfactory subject to additional information or minor corrections being shown on attached plat. (See Comments) Layout requires major revision before proper evaluation can be made. (See Comments)" ( ; COMMENTS: TESCO: DATE: SIGNATURE o¡f1<iV ff1 CITY: DATE: 11/5/87 SIGNATURE -2./~ t?~ I Ie I ( ( ~ NORTHEAST CONSTRUCTION COMPANY . GENERAL CONTRACTORS 5133 DAVIS BOULEVARD . FORT WORTH, TEXAS 76118 . AC 817 I 281-5028 1 December 16, 1987 I I Planning and Zoning Commission % Richard Royston City of North Richland Hills 7301 N.E. Loop 820 North Richland Hills, Texas 76118 1 1 Re: Fair Oaks Addition 2nd Filing PS-87-43 Dear Commissioners: I -- Please be advised that Northeast Construct~on Company will upon approval of the replat of Fair Oaks Addition and completion of the new Bursey Road improvements will forego all claims to the unused old Bursey Road Right- of-way. 1 The old Bursey Road right-of-way adjacent to the replat will be given up by Northeast Construction in favor of the property owners to the south and east of the plat. 1 Sincerely, ( ~ 1 Northeast Construction I er ·1 Alan W. Hamm, Vice-President 1 Ie I I I CITY OF NORTH RICHLAND HILLS Finance Department: 3/14/88 - Council Meeting Date: Subject: Self-Insurance Fund Agenda Number: GN 88-17 I I I I City Council in July 1987, approved Ordinance No. 1474 and 1475 establishing the City Self-Insurance and Risk Managerænt Program. The recarmended funding source was a contribution fran the Utility Fund in the aroount of $658,000 and an equal aroount fran the General Fund. The General Fund share was scheduled to be repaid by the General Fund to the Utility Fund in 5 equal installments carmencing 10/1/88 at an annual interest rate of 7.25%. Peat Marwick Main & Co. (City's auditors) during the audit recœmended that for financial reporting purposes the contributions should be recorded as a loan frcm the Utility Fund to be repaid uniformly by the Self-Insurance Fund, rather than being reflected as an obligation of the General Fund. The annual interest cost can be recorded as a cost of the Self-Insurance Fund and is equally distributed to all operating funds. The annual budget contributions to the Self-Insurance Fund will be increased uniformly to all users of the fund to offset the scheduled loan repayment. I ~ Reconmendation: It is requested that the alternate funding source and the loan liability be approved as outlined above. Source of Funds: Bonds (GO/Rev.) Operating Budget Other _ -~ ~~....,~~ Department Head Signature CITY COUNCIL ACTION ITEM Finance Review Acct. Number sUfÆundS Available . Finance Director Page 1 of 1 I I I I I I I I I Ie I I I I I I -)':--.- CITY OF NORTH RICHLAND HILLS Department: Public Works Council Meeting Date: 3-14-88 Subject: Approve Purchase of Right-of-Way from A. F. Jernigan Etux Patricia Jernigan for the Purpose of Constructing Smithfield Road Agenda Number: PU 88-14 The Staff has negotiated with Mr. and Mrs. Jernigan to purchase right-of-way from their land that fronts on Smithfield Road north of Starnes Road and south of Redwood Court. The negotiated price is $1,512.40. This equals $.70 a square foot. Included in your packet is a right-of-way strip map for the Smithfield Road Project for your information. If you wish to keep track of the right-of-way as it is acquired, this is Parcel No. 21. Recommendation: The Staff recommends to approve the payment for the right-of-way on Smithfield Road to A. F. Jernigan Etux Patricia Jernigan in the amount of $1,512.40. Finance Review Source of Funds: Bonds (GO/Rev.) _ opera. t.i_~ Budget ., Othe~ , ~. Acct. Number 11-08-87-6050 SUffiC~dS Available f JIF ()fJ . . nt Head Signatur I . Ci Y Manage: CITY COUNCIL ACTION ITEM . Finance Director x I Page 1 of 1 I, Ie I I I ij:~' ..::; ~::,:...-:; '~~~r~, .' ~..: '-'" .- :.- .1.-:':' _--:4 ,_ ~ I· -'-",'~",'"".'.'.~...,': - . ~-;~'!~'.;.> - ~..~-,-..;,,! ....~ ;,: .. -,.., ~ .' ,.,:.~. I I I Ie I I I I I I Ie ___ I I ,.~--~--.. ..-- . ~ .... ~ CITY OF NORTH RICHLAND HILLS. TEXAS RIGHT-OF-WAY .' ...0 STATE OF TEXAS COUNTY OF TARRANT I." KNOW ALL MEN BY TIlESE PRESENTS That (¡)(We) Rev. A.F. Jerni~an/Patrieia Jerniian . as Sellers, for and in consideration of the agreed purchase price of One Thot1~and Fivp HlIn(fTP(f-1'tJP1"p 40/100 Dollars ($ 1.512.40 ). and upon all of the terms and conditions hereof hereby grant. sell and convey to the City of North Richland Hills, a municipal corporation of Tarrant County, Texas, as Buyer, a perpetual right-of-way for the purpose of constructing, improving, widening. maintaining,and using a public street with drainage facilities as may be required and the further rights to construct, improve, operate and maintain sidewalks, water, sewer or other public utilities in. under or upon said right-of-way, as described on the plat attached hereto. which plat is made a part hereof, and/or further described as follows: ... .- (SEE ATTACH~ PLAT ANn LEGAL DESCRIPTION) . . . The, agreed purchase price includes full· accord. satisfaction and compensation for all demands of the Seller, subject also to the ~ollowing special conditions, if any: To havè and hold the same perpetually to the City of North Richland Hills and its successors and assigns forever. STATE OF T~S =-/ COUNTY OF Tarrant . BEFORE ME, the undersigned authority, in and for said County. Texas, on this day personally appeared A F I~rnif~n ·and Patrir.ja Jprnjgan known to me to be the per8o~ whose name____ subscr·bed to the foregoing instrument. and acknowledged to me t~t ~he~ executed the same for the purposes and consideration therein expresse~. GIVEN UNDER MY HAND AND SEAL OF OFFICE, .A.:O. .19~ 6/11/AB STATE OF TEXAS I I COUNTY OF Tarrant , BEFORE ME. the undersigned authority. in and for sald 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 the same was the act of the said · a corporation. and that he executed the same as the act of such corporation for the purposes and consideration· therein expressed. and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, This day of ,A.D. ,19_ Notary Public. . My Commission Expires County, Texas STIPULATION: Provided there be any change in related costs after this document is executed the City of North Richland Hills does agree to reimburse a difference to the owner of Parcel No. 21. I, Ie I I I I·Leo I I I Ie I I I I I I le~ I I~'-- --- ~ C) u.z o ~. Z. 1- Z Z ~f He) Ow a.m SECRETARY OF HOUSING AND URBAN DEVELOP~ENT . VOLU~E '3~~. PAGE ' 191. DRTCT LOT 16. BLOCK 9. CRESTWOOD ESTATE5. VOLUUE 3aa-~6~. PAGE 37 DATCT PARCEL *& C1 «- 0"': n:~ ft. ~ ~ ,~ :. I Ii. a I I- X c:» H II: a 1111 n a D.. a II: D.. Ii. a '" ~ .J Œ 1&1 I- Z .., u 5 .9·...·57.. E 1~.79 ... .- Oi -.J~ W~ H' LL=- Ie 1- ..: Hx ,=1- ""'::0 (I); I.., n:; ül ~ -.J~ ..J> w- X QEMAINOER ~RACi E.H.BREWER ETUX VOLUME 3150. PAGE 1'17. DRTCT SKF.:TCH SHOWING PROPOSED RIGHT-OF-WAY KELLER-SMITHFIELD ROAD TARRANT CDUNTY. T~XAS r SEE FIELD NOTES J ..:.. ... o o . ... TAA C T 1 ~.F,JERNIGAN ETUX PATAICIA . VOLUME 6675. PAGE 932. DATCT . =- = ..,:a '.. , 0 ., ~ :.0 .... ..... . Œ N . ., It ., .. - 0...... .., ~ ill 10... 07."'0 . ... 0 .... ... a. '" oano Hit 7.)(1L &AI 2.1.7.1 'CAL~ 1- . 40' DESCRIPTION ALL that certain tract or parcel of land being situated in the W.D. Barnes Survey. A-146. Tarrant County. Texas and being a portion of that same tract described to A.F. Jernigan, etux Patricia. as recorded in Volume. 6615. Page 932, ~ed Records. Tarrant County, Texas and being more particularly described by metes and bounds as follows~ BEGINNING at the Northwest corner of said Jernigan tract. said point'being on the East right-of-way line of Keller-Smithfield Road (a public'right-of-way); { TIIENCE South 89 degrees 48 minutes 57 seconds East along the North boundary line of said Jernigan trac:. 11.79 feet to a point; THENCE South 06 degrees 5: minutes 59 seconds West. 179.93 feet to a point on the South· boundary 'line ·0:: said Jernigan tract; nlENCE North 89 degrees ~8 minutes 03 seconds West along said South boundary line. 12.31 feet to a po~nt on the said East right-of-way line of Kell~r- Smithfield R~ad, said po".nt also being the Southwest corner of said Jern1~an 'tract; THENCE North 07 degrees 03 minutes 51 seconds East along said East right-of-wuy line, 180.0 feet to the place of beginn~ng ~nd containing 0.0496 acre of land. more or less. TIllS DESCI~ 1 PTION \.¡^;, PREPAREn FnO~t PREVIOUS SURVEY A;JU. DOES NOT CO¡~ST t"J"lrrE A~ ON DIE c;T~OIDlD SURVey. DAVID C. MOAK SURVEYORS, INC. REGISTERED PUBLIC SURVEYOR P.O. BOX 1034 268 - 2211 HURST. TEXAS No. B~...-s.ç.o DATE , ~3 I I I I I I I CITY OF NORTH RICHLAND HILLS Department: Administration Council Meeting Date: 3/14/88 Actlon on Authorlzlng ~ondemnatlon Of property Owned by Earl Region, Precinct Line JV, Mary Browning Agenda Number: PU 88-15 Oggler ana wllllam van wyk Subject: The following parcels of land are needed in order to begin with the Martin Drive Improvement Project: a. Parcel No.5, Earl Region, 0.13 acres b. Parcel 7, Precinct line JV, 0.0352 acres c. Parcel 11, Mary Browning Oggier, 0.035 acres Also, the following parcel of land is needed to proceed with the construction of the Municipal Drive East Project: William Van Wyk Tract out of the John C. Yates Survey containing 0.1524 acres. The City has not been able to negotiate an agreeable purchase price for the above mentioned parcels of land. Recommendation: The staff recommends approval of Resolution No. 88-9 authorizing condemnation of the property owned by Earl Region, Precinct line JV and Mary Browning Oggier for the purpose of improving Martin Drive, and the property owned by William Van Wyk for the purpose of construction Municipal Drive East. THIS COVER SHEET WAS PREPARED AFTER THE COUNCIL MEETING AS THIS ITEM WAS ADDED AS AN EMERGENCY ITEM AT 3:30 P.M. ON MARCH 14, 1988. Source of Funds: Bonds (GO/Rev.) Operating Budget Other Finance Review Acct. Number Sufficient Funds Available Finance Director Department Head Signature City Manager CITY COUNCIL ACTION ITEM Page 1 of 1 I I I I I I I I I I I I I I I I I I I RESOLUTION NO. 88-9 WHEREAS, the following parcels of land are needed for public purposes in connection with the Martin Drive Improvement Project: a. Parcel No.5, Earl Region, 0.13 acres b. Parcel 7, Precinct Line JV, 0.0352 acres c. Parcel 11, Mary Browning Oggier, 0.035 acres; and WHEREAS, the following parcel of land is needed for public purposes in connection with construction of the Municipal Drive East Project: William Van Wyk Tract out of the John C. Yates Survey containing 0.1624 acres; and WHEREAS, the City has not been able to negotiate an agreeable purchase price for purchase of said parcels of land. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of North Richland Hills, Texas that: 1 . The attorney for the City is authorized to go forward with negotiations and is further authorized to institute and proceed with eminent domain proceedings in each of the above cases, if he is unable to effect a satisfactory sale¡ agreement with each of said owners. PASSED AND APPROVED this day of March, 1988. Dan Echols, Mayor ATTEST: Jeanette Rewis, City Secretary APPROVED AS TO FORM AND LEGALITY: Rex McEntire, Attorney for the City I , CITY OF NORTH RICHLAND HILLS I Department: Public Works Council Meeting Date: 3-14-88 -SUbject: Agreement With State for Transfer of Maintenance and Agenda Number: PW 88-09 Operation of Traffic Signals, Ordinance No. 1530 ~ I I I I Source of Funds: I Bonds (GO/Rev.) ~ Operat"ng Bu t I ., Oth r I I I I I I I I I Ie The Texas Department of Highways and Public Transportation is now authorized to install, operate, and maintain traffic signals on controlled access highways in all cities and on non-controlled access highways in cities under 50,000 population. The State will take over responsibility for maintenance and operation of our existing traffic signals on Grapevine Highway (S.H. 26), Davis Boulevard (FM 1938), and Loop 820 after the City passes the attached ordinance which will officially approve the attached agreement. The date when 0 & M will officially transfer will be set by the state when they receive the agreement, but will be approximately June 1, 1988, plus or minus a month. Recommendation: The staff recommends the attached Ordinance No. 1530 be passed. We also recommend the Mayor and City Secretary be authorized to execute the attached Agreement and supporting papers. Finance Review Acct. Number Sufficient Funds Available ti R14/~ I City Manager CITY COUNCIL ACTION ITEM . Finance Director Page 1 of 1 I Ie I I I I I I 'I Ie I I I I I I. Ie I I ORDINANCE NO. 1530 (~.~ AN ORDINANCE APPROVING THE AGREEMENT DATED BETWEEN THE STATE OF TEXAS AND 'mE CITY OF North Richland Hills , FOR '!HE BLANKET COVERAGE OF VARIOUS PROJECTS. COVERING TIlE INSTALlATION, CONS1R~JcrrION, EXISTENCE, USE, OPERATION, AND MAINTENANCE OF HIGI~AY SIGNAL PROJECT(S) IN TIlE CITY OF North Richland Hills j PROVIDING FOR TIlE EXECUTION OF SAID AGREEMENT; AND DECLARING AN EMERGENCY. BE IT ORDAINED BY THE CITY COUNCIL OF DIE CITY OF North Richland Hills . . SECTION 1. that the certain agreement dated between the State of Texas and the City of North Richland Hills , for the BlANKET COVERAGE OF VARIOUS PROJECTS covering the installation, :onstruction, existence, use, o~erat1onL. and maintenance of certain highway traffic slgnal(s) in the City of North R1chland H111~ be, and the same is, hereby approved; and that ' is hereby authorized to execute said agreement on behalf of the City of North Richland Hills, and to transmit the same to the State of Texas for appropri- ate action. SECTION 2. The fact that the improvements contemplated under the above mentioned agreement are needed, creates an emergency which for the immediate preservation of the public peacc, health, safety, and general welfare requires that this Ordinance take effect immediately from and after its passagc, and it 1s accordingly so ordained. PASSED: APPROVED: i'\ ' ~ ·t 1 A TTI::S l' : Mayor SccrctZlry City Clerk APPROVED AS TO FORM: City Attorney ORDINANCE (TIù\FFIC SIGNAL AGREEMENT 1YPE D; FRE~~AY lYPE B) 10-76 D-18 1-1 .. .;,. ". :. ~... .. I I _ STATE OF TEXAS COUNTY OF TRAVIS I I I I I I I This AGREEMENT, dated this ~ day of J 19___, by and between the State of Texas, hereinafter called the "State," Party of·the First Part¡ and the City of North Richland Hills Tarrant County, Texas, acting by and through its duly authorized officers under an Ordinance/Resolution, passed the _ day of , 19_. hereinafter called the "City," Party of the Second Part, is made to become effective·when fully executed by both parties. WIT N E SSE T H WHEREAS, there is (are) (a) highway traffic signal(s) in place at the location(s) shown on EXHIBIT I, attached hereto and made a part hereof. said highway traffic signal(s) having been installed by the City and/or State and now being operated and I e maintained by the City, and .. :'. WHEREAS. the State under the provisions of the Texas Register Title 43 TAC 1505, I I I I I I I I_ I I has authority to install, operate and maintain traffic signals on freeway type high- ways in all cities and on other highway routes in cities of less than 50,000 popula- tion (latest Federal Census); and WHEREAS, the City has requested the State assume the maintenance and operation of the highway traffic signal(s) now in place at the location(s) shown on EXHIBIT 1 and has authorized the continued existence, use, operation, and maintenance of the highway traffic signal(s) by Ordinance/Resolution passed on the day of . 19 AGREEMENT (TRAFFIC SIGNAL - TYPE G) 1-4 6-87 I Ie I I I I I I I Ie I I I I I I Ie I I A G R E E HEN T NOW, therefore, in consideration of the p~emise8 and of the mutual covenants and agreements of the parties hereto to be by them respecti~ely kept and performed, 8S hereinafter set forth, it is agreed as follows: 1. The City will leave the highway traffic signal(s) in place at the location(s) shown on EXHIBIT 1. The plans for the highway traffic signal iU8tal- lation(s) are attached hereto, marked EXHIBIT 2, and made a part hereof. 2. The City will exercise no control whatsoever over the operation, main- tenance, use, or existence of the highway traffic signal(s) without written authority from the State Department of Highways and Public Transportation. 3. The State will operate and maintain the signal(s) at their expense and will pay all power costs for operating the signal(s). . 4. The State shall have the authority to make such cbanges in the design and operation of the highway traffic signal(s) a8 it may deem necessary and advi- sable to promote the safe, convenient, and orderly movement of traffic. , 5. The State will return any and all parts of said highway traffic signat1 ~I installationCs) to the City should it(they) be removed by the State for any rea~on other than for State use with City approval in an installation on a State or Federal numbered highway route at a location within the City. 6. The State will retain ownership of all material furnished and installed by the State. 7. The City will be responsible for the police enforcement required for securing obedience to the highway traffic signal(s). 8. In the event the signal installationCs) convered by this Agreement become unnecessary or is(are) removed for any reason, this Agreement shall terminate~ 9. To the extent permitted" by law, the City shall indemnify and save harmless the State, its agents or employe~s, from all suits, actions or claims and from all AGREEMENT (TRAFFIC SIGNAL - TYPE G) 2-4 6/87 I I I I I I I I I- I I I I I I I 4IÞAGREEMENT I I I 4IÞ liability and damages for any and all injuries or damageQ sustained by any person or property in consequence of any neglect in the performance. or failure of performance of the City, its agents and employee~ under this Agreement. 10. The State will not incur any financial obligation to the City 8S a result of this Agreement. , .. ,~,. ,~ , I (TRAFFIC SIGNAL-TYPE G) 3-4 6-87 ' I· Ie I I I I· I I I Ie I I I I I I Ie I I ~. IN TESTIMONY WHEREOF, the parties her~to,have caused these presents to be executed in triplicate on the dates shown hereinbelow. Executed on behalf of the City, this _____day of 19, ATTEST: By: Secretary for City Mayor THE STATE OF TEXAS Certified as being executed for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and authorized by the State Highway and Public Transportation· Commission: APPROVED: ~, ", ,,~ I By: Chief Engineer of Safety and Maintenanc~ Operations DATE : AGREEMENT (TRAFFIC SIGNAl - TYPE G) 4-4 6-87 15 WI ~L.g; 2 ~~f 3 ~1~ali 4 ~(~~ 5 t'Af'I"~t ~"I..H . ~ ~ 'NfI \1 «:H ~ 7 ~EN ~¡ 8 H9 ~'j¡ 10 r' .. ~ :-: 11 ~ ...t~~ 1 2 r-: 13 f~.rð9 14 r/~~~IA-7~' ~~ ," ~ ~ I / .,....t- ~ ,~'-Þ't.~+- Q ---~ Q~~ / CRO~N ÑC DA c::: C ~ o z c.n I Ie I I I I I I I Ie I !/ ¡ I I I I I I I Ie I I EXHIBIT I FM 1938 LOCATIONS & Main St. III 820 & RUPE SNOW DR. IB 820 & HOLIDAY LN. I H 820 (FTC. RDS.) & SH S II 2 6 & R U PES N 0\'1 DR. SH 26 & VANCE ST. SII 26 (. GLENVIEW DR. SII 26 & BLANEY ST. SII 26 & EDISON ST. SH 26 & DAVIS ßLVD. Sit 26 & HAR\'¡OOD RD. PM 1930 & ¡HARWOOD RD. FM 1938 & LOLA ST. FM 1938 & EMERALD BILLS TCJC FLASHER 26 AVE. ( ) w u.. I Ie I I I I I I I Ie I I I' I I I I e I I .... . ) ., STATE OF TEXAS COUNTY OF Tarrant I, , the duly appointed, qualified and acting city secretary of the City of North Richland Hills ,_./ Texas, hereby certify that the foregoing pages constitute a true and correct copy of an ordinance/resolution duly passed by the City Council at a meeting held on , A.D., 19___, at o'clock M. To certify which, witness my hand and seal of the City of North Richland Hills Texas, this day of , 19_____, at North Richland Hills , \Texas. ~'\ .\ , 1 City Secretary of the City of North Richland Hills , Texas . ..-. "Or.' ..,. ~'... .'_........---..,.J/Þ.;: ,......_:~ . ..,1.... ~....".4 -: ..~-,¡ "," . -::. ....' :