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HomeMy WebLinkAboutCity Council-Agenda Packets-5/9/2022City of Colleyville Page 1 City of Colleyville City Council Special Meeting Agenda City Hall 100 Main Street Colleyville, Texas 76034 817.503.1000 www.colleyville.com Monday, May 9, 2022 5:30 p.m. Council Chambers Third Floor, City Hall Notice is hereby given that the Colleyville City Council will conduct a Special Meeting on Monday, May 9, 2022 at Colleyville City Hall, 100 Main Street, Colleyville, Texas 76034. A quorum of the governing body will be physically present at the foregoing location; however, one or more members of the City Council may participate in the Special Meeting via videoconference in conformance with Chapter 551 of the Texas Government Code. 1.EXECUTIVE SESSION - In accordance with Texas Government Code, Chapter 551, Subchapter D Section 551.071 - Legal - Consultation with attorney on legal issues raised by items on the agenda 2.CALL TO ORDER AND ROLL CALL 3.RESOLUTION(S): READING AND PUBLIC HEARING 3a Resolution R-22-4726 Discuss and consider approval of a developer’s agreement between the City of Colleyville and Toll Dallas TX, LLC, in connection with the proposed development of the following property: Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail 3b Resolution R-22-4723 Consideration of abandonment of dedicated right-of-way as a part of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail, Case GC22-006 3c Resolution R-22-4724 Consideration of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail, Case PC22- 005 4.ADJOURNMENT City Council Special Agenda May 9, 2022 City of Colleyville Page 2 I hereby certify this agenda was posted on City Hall bulletin boards Thursday, May 5, 2022 by 5:00 p.m. Christine Loven, TRMC City Secretary A quorum of any Colleyville board, commission, or committee may be present at this meeting. Any matter on this agenda may, at the discretion of the governing body, be opened for public comment and discussion. If you plan to attend this public meeting and have a disability that requires special accommodations, please advise the City Secretary at least 48 hours in advance at 817.503.1133, and reasonable accommodations will be made to assist you. City of Colleyville Page 1 City of Colleyville City Council Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Date 5/9/2022 Number Resolution R-22-4726Agenda Number 3a Type Resolution Department City Manager Title Discuss and consider approval of a developer’s agreement between the City of Colleyville and Toll Dallas TX, LLC, in connection with the proposed development of the following property: Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail Explanation Reading and Public Hearing At the May 3, 2022 City Council Meeting, Resolution R-22-4723, consideration of abandonment of dedicated right-of-way as a part of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail, and Resolution R-22-4724, consideration of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail, Case PC22-005 were tabled to a date certain of May 9, 2022. At that time, Mayor Newton called this Special City Council Meeting for May 9, 2022, at 5:30 p.m. in Council Chambers for consideration of both resolutions and to allow time for attorneys for the City and Toll Brothers, to negotiate and finalize a proposed developer agreement. The City Attorney will be available to brief the Council and answer questions regarding this item. Attachments 1. Draft Old Grove Phase 2 Development Agreement 2. Resolution R-22-4726 DRAFT FOR DISCUSSION ONLY SUBJECT TO FINAL NEGOTIATION Development Agreement for Old Grove Phase 2 - Page 1 DEVELOPMENT AGREEMENT FOR OLD GROVE PHASE 2 THIS DEVELOPMENT AGREEMENT FOR OLD GROVE PHASE 2 (“Agreement”) is made and entered into this ____ day of _____________, 2022, by and between the City of Colleyville, Texas (the “City”), and Toll Dallas TX LLC, a Texas limited liability company (“Developer”). The City and Developer are each referred to herein as a “party” and collectively as the “parties.” W I T N E S S E T H: WHEREAS, Developer proposes to develop two (2) single-family dwellings (“Project”) on property encompassing approximately 2.2 acres in Colleyville, Texas, more particularly described by metes and bounds on Exhibit A and as depicted on the approved final plat on Exhibit B, both of which are attached hereto and incorporated herein by reference (the “Property”); and WHEREAS, the parties wish to address various development issues related to the Project, including the abandonment of the City’s existing public access easement depicted on Exhibit B (the “Existing Public Access Easement”) to allow for larger lot areas for the two (2) single family dwellings, all as more specifically described herein; and WHEREAS, the parties acknowledge that the foregoing issues should be addressed through this Agreement. NOW, THEREFORE, in consideration of the foregoing and for other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the City and Developer covenant and agree as follows: 1. Abandonment of the Public Access Easement. City and Developer mutually desire to enhance the value of the Project and surrounding neighborhood by providing for the larger residential lots and natural open space upon the property to be developed as shown on Exhibit B. Accordingly, City agrees to abandon the Existing Public Access Easement (by separate instrument) contemporaneous with the approval of the final plat attached as Exhibit B at no cost to Developer. 2. Drainage Flow and Collection. Developer intends to direct drainage from the Project such that all drainage flow will be (i) collected on-site; and (ii) conveyed through a drainage pipe located within Lot 17X, Old Grove Addition, an addition to the City of Colleyville, Texas, according to the plat filed as Cabinet A, Slide 9807, Tarrant County, Texas (“Lot 17X”), which will connect directly to the existing stormwater system downstream of the outfall, in general conformance with the drainage plans that have been submitted to the City as part of the final plat review, subject to issuance of a building permit for such drainage work in compliance with the City’s Land Development Code and applicable law. 3. Contribution for Pond Improvements. Developer agrees to make a one-time payment in the amount of $50,000.00 (“Developer’s Contribution”) to the City, to be paid DRAFT FOR DISCUSSION ONLY SUBJECT TO FINAL NEGOTIATION Development Agreement for Old Grove Phase 2 - Page 2 within sixty (60) days of the Effective Date hereof, to be used solely for maintenance, repairs, and/or improvements to the existing pond within Lot 17X and generally depicted on Exhibit C hereto (“Existing Pond”). For the avoidance of doubt, the City agrees to use the aforementioned $50,000.00 payment only for maintenance, repairs, and/or improvements to the Existing Pond and shall not spend the payment on anything else. Notwithstanding any statement to the contrary herein, City agrees, upon written request of Developer, to promptly refund any remaining balance of Developer’s Contribution not used for the purposes set forth herein within 36 months of the Effective Date. 4. Captions and Headings. The captions and headings of the sections of this Agreement are for convenience and reference only and shall not affect, modify or amplify the provisions of this Agreement, nor shall they be employed to interpret or aid in the construction of this Agreement. 5. Applicable Laws and Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Tarrant County, Texas. Venue for any action arising under this Agreement shall lie in Tarrant County, Texas. 6. Notices. Any notices required or permitted to be given hereunder shall be given by certified or registered mail, return receipt requested; or via hand-delivery service, or a courier service that provides a return receipt showing the date of actual delivery of the same to the addressee. Notice given in accordance herewith shall be effective upon receipt at the address of the addressee set forth below or to such other address as either party hereto shall notify the other: If to the Town: The City of Colleyville, Texas 100 Main St., 3rd Floor Colleyville, Texas 76034 Attn: Jerry Ducay, City Manager jducay@colleyville.com If to Developer: Toll Dallas TX LLC c/o Toll Brothers 2555 SW Grapevine Parkway, Suite 100 Grapevine, TX 76051 Attn: Mike Boswell, Director of Land Development mboswell@tollbrothers.com 7. Attorneys’ Fees. In the event any person initiates or defends any legal action or proceeding to enforce or interpret any of the terms of this Agreement, the prevailing party in any such action or proceeding shall be entitled to recover its reasonable costs and attorneys’ fees (including its reasonable costs and attorneys’ fees on any appeal). 8. Entire Agreement. This Agreement contains the entire agreement between the parties hereto and supersedes all prior agreements, oral or written, with respect to the DRAFT FOR DISCUSSION ONLY SUBJECT TO FINAL NEGOTIATION Development Agreement for Old Grove Phase 2 - Page 3 subject matter hereof. The provisions of this Agreement shall be construed as a whole and not strictly for or against any party. 9. Severability. In the event any provision of this Agreement shall be determined by any court of competent jurisdiction to be invalid or unenforceable, the Agreement shall, to the extent reasonably possible, remain in force as to the balance of its provisions as if such invalid provision were not a part hereof. 10. Binding Obligation. The Agreement shall become a binding obligation on the signatories upon execution by all signatories hereto. The City warrants and represents that the individual executing this Agreement on behalf of the City has full authority to execute this Agreement and bind the City to the same pursuant to Resolution R-22-4726 _____________ passed by the City Council of the City on _______________. Developer warrants and represents that the individual executing this Agreement on its behalf has full authority to execute this Agreement and bind Developer to same. 11. Mutual Assistance. The parties agree to take such actions, including the execution and delivery of such documents, instruments, petitions and certifications supplemental hereto, as may be necessary or appropriate to carry out the terms, provisions and intent of this Agreement. 12. Default. No party shall be in default of provisions under this Agreement until notice of the alleged failure of such party to perform has been given as provided herein (which notice shall set forth in reasonable detail the nature of the alleged failure) and until such party has been given a reasonable time to cure the alleged failure (such reasonable time determined based upon the nature of the alleged failure, but in no event less than forty- five (45) calendar days after written notice of the alleged failure has been given by the other party). 13. Reservation of Rights. Except for the matters expressly agreed to by the parties in this Agreement, Developer does not waive any of Developer’s rights under the City’s Code of Ordinances or any state or federal law, including, but not limited to a waiver of any claim of a regulatory taking or illegal exaction or a waiver of any vested rights for the Project or any portion thereof that have already accrued or may accrue in the future under Chapter 245 of the Texas Local Government Code or any other state law. 14. Force Majeure. It is expressly understood and agreed by the parties to this Agreement that if the performance of any obligations hereunder (excluding Developer’s payment obligation in Section 4, above and the City’s obligation to return the Developer Contribution in Section 4 above, if applicable) is delayed by reason of an act of God, including without limitation earthquakes, fire, floods, tornados, hurricanes and extreme weather conditions; acts of war or terrorism; shortages or unavailability of labor or materials; strike; unreasonable delays by the City in issuing permits or certificates of occupancy, or in conducting any inspections (based on the then-current workload of City departments(s) responsible for undertaking the activity in question); governmental shut- downs or public health emergencies; utility delays or interruptions; financial and/or banking crises that limit normal extensions of credit; civil disturbances; the discovery of DRAFT FOR DISCUSSION ONLY SUBJECT TO FINAL NEGOTIATION Development Agreement for Old Grove Phase 2 - Page 4 hazardous materials, or other circumstances which are reasonably beyond the control of the party obligated or permitted under the terms of this Agreement to do or perform the same, regardless of whether any such circumstance is similar to any of those enumerated or not, the party so obligated or permitted shall be excused from doing or performing the same during such period of delay, so that the time period applicable to such design or construction requirement and any applicable completion deadline shall be extended for a period of time equal to the period such party was delayed. 15. Estoppel. Either party shall, at any time upon reasonable request by the other party, provide an estoppel certificate or similar document evidencing that this Agreement is in full force and effect, that no event of default exists hereunder (or, if appropriate, specifying the nature and duration of any existing event of default and the steps required to cure the same), the status of completion of any obligations, the identity of any assignment or amendment, and/or any other obligations set forth in this Agreement. 16. No Third Party Beneficiaries. Nothing in this Agreement shall be construed to create any right in any third party not a signatory to this Agreement, and the parties do not intend to create any third party beneficiaries by entering into this Agreement. 17. Multiple Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. An electronic mail or facsimile signature will also be deemed to constitute an original if properly executed and delivered to the other party. 18. Exhibits. The following exhibits are attached hereto and incorporated into this Agreement for all purposes: Exhibit A Metes and Bounds Description of the Property Exhibit B Final Plat of the Property Exhibit C Depiction Showing the Location of the Existing Pond Development Agreement for Old Grove Phase 2 – Signature Page IN WITNESS WHEREOF, the parties hereto have caused this document to be executed as of the date first above written. CITY OF COLLEYVILLE, TEXAS By: ________________________________ Name: _____________________________ Title: _______________________________ Date: _______________________________ ATTEST: By: ________________________________ Name: _____________________________ City Secretary Date: _______________________________ APPROVED AS TO FORM: By: ________________________________ Name: _____________________________ City Attorney Date: _______________________________ Development Agreement for Old Grove Phase 2 – Signature Page DEVELOPER: Toll Dallas TX LLC, a Texas limited liability company By: __ David M. “Mike” Boswell, Vice President of Land Development Date: _____________________________ Exhibit A - Development Agreement for Old Grove Phase 2 – Page 1 EXHIBIT A Metes and Bounds Description of the Property Being a 2.20 acre tract of land out of the D.J. Beddo Survey, Abstract Number 232, City of Colleyville, Tarrant County, Texas, being all of Lot 2X, Block E of Old Grove Addition, a subdivision of record in Cabinet A, Page 9807 of the Plat Records of Tarrant County, Texas, all of Lots 1 and 2, Block 1, and a portion of a Right-of-Way Dedication of Neidholt Addition, a subdivision of record in Volume 388-123, Page 64 of said Plat Records, and being more particularly described by metes and bounds as follows: BEGINNING, at a 1/2" iron rod found in the East Right-of-Way line of Cast Iron Forest Road (Variable Width R.O.W.) being the Northwest corner of Lot 16, Block A of Old Grove Addition, also being the Southwest corner of Lot 1, Block 1 of Neidholt Addition; THENCE, N16°10'52"W, along the East Right-of-Way line of Cast Iron Forest Road being the West line of Lot 1, Block 1 of Neidholt Addition in part, also being the West line of the Right-of-Way Dedication of Neidholt Addition a distance of 248.30 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Northwest corner of the Right-of-Way Dedication of Neidholt Addition; THENCE, N60°22'47"E, along the East Right-of-Way line of Cast Iron Forest Road being the North line of the Right-of-Way Dedication of Neidholt Addition, a distance of 1.55 feet to a 1/2" iron rod with a yellow plastic cap stamped “RPLS 4050” found at the Southwest corner of Lot 2X, Block E of Old Grove Addition, also being the beginning of a non-tangent curve to the right; THENCE, leaving the North line of the Right-of-Way dedication of Neidholt Addition along the East Right- of-Way line of Cast Iron Forest Road, being the West line of Lot 2X, Block E of Old Grove Addition, along said non-tangent curve to the right, having a radius of 245.00 feet, a chord bearing of N05°27'39"W, a chord length of 37.32 feet, a delta angle of 08°44'07", an arc length of 37.35 feet to a 1/2" iron rod with yellow plastic cap stamped “BEASLEY” found; THENCE, N01°05'15"W, along the East Right-of-Way line of Cast Iron Forest Road, being the West line of Lot 2X, Block E of Old Grove Addition, a distance of 71.04 feet to a 1/2" iron rod at the beginning of a non-tangent curve to the left; THENCE, along the East Right-of-Way line of Cast Iron Forest Road, being the West line of Lot 2X, Block E of Old Grove Addition, along said non-tangent curve to the left, having a radius of 75.00 feet, a chord bearing of N12°19'05"W, a chord length of 29.19 feet, a delta angle of 22°26'39", an arc length of 29.38 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of Lot 1, Block E of Old Grove Addition, being the Northwest corner of Lot 2X, Block E of Old Grove Addition; THENCE, N80°18'50"E, along the South line of Lot 1, Block E of Old Grove Addition being the North line of Lot 2X, Block E of Old Grove Addition, a distance of 267.95 feet to a 1/2" iron rod found in the Southwest Right-of-Way line of John McCain Road (Variable Width Right-of-Way) being the Southeast corner of Lot 1, Block E of Old Grove Addition, also being the East corner of Lot 2X, Block E of Old Grove Addition, also being a point in the North line of the Right-of-Way Dedication of Neidholt Addition; Exhibit A - Development Agreement for Old Grove Phase 2 – Page 2 THENCE, S85°34'15"E, along the Southwest Right-of-Way line of John McCain Road, being the North line of the Right-of-Way Dedication of Neidholt Addition, a distance of a distance of 2.63 feet to a 1/2" iron rod with green cap stamped “EAGLE SURVEYING” set at the Northeast corner hereof; THENCE, S00°51'07"E, leaving the South Right-of-Way line of John McCain Road, over and across the Right-of-Way dedication of Neidholt Addition in part, passing the Northwest corner of Lot 3, Block 1 of Neidholt Addition, being the Northeast corner of Lot 2, Block 1 of Neidholt Addition, continuing along the West line of Lot 3, Block 1 of Neidholt Addition, being the East line of Lot 2, Block 1 of Neidholt Addition, a distance of 417.47 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North line of Lot 17X, Block A of Old Grove Addition being the Southwest corner of Lot 3, Block 1 of Neidholt Addition, also being the Southeast corner of Lot 2, Block 1 of Neidholt Addition; THENCE, S89°00'13"W, along the South lines of Lots 2 and 1, Block 1 of Neidholt Addition, being the North line of Lot 17X, Block A of Old Grove Addition in part, also being the North lien of Lot 16, Block A of Old Grove Addition in part, a distance of 194.02 feet to the POINT OF BEGINNING and containing an area of 2.20 Acres, or (95815 Square Feet) of land, more or less. Exhibit B - Development Agreement for Old Grove Phase 2 – Page 1 EXHIBIT B Final Plat of the Property (see attached) 4832-3596-5161v.4 63776-5 Exhibit C - Development Agreement for Old Grove Phase 2 – Page 1 EXHIBIT C Depiction Showing the Location of the Existing Pond (see attached) Exhibit C- Development Agreement for Old Grove Phase 2 – Page 2 RESOLUTION R-22-4726 A RESOLUTION APPROVING A CITY/DEVELOPER AGREEMENT BETWEEN THE CITY OF COLLEYVILLE AND TOLL DALLAS TX, LLC, IN CONNECTION WITH THE PROPOSED DEVELOPMENT OF THE OLD GROVE ADDITION, PHASE II, BEING LOTS 1 AND 2, BLOCK 1, NEIDHOLT ADDITION, AND LOT 2X, BLOCK E, OLD GROVE ADDITION, LOCATED AT 103 JOHN MCCAIN ROAD, 105 JOHN MCCAIN ROAD, AND 7189 CAST IRON FOREST TRAIL; AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT WHEREAS,Toll Dallas TX, LLC (“Developer”), in connection with the proposed development of the Old Grove Addition, Phase II (the “Development”), is requesting a City/Developer agreement providing for certain covenants from Developer, including a monetary contribution for the improvement of certain drainage facilities adjacent to the development in consideration for the City’s abandonment of an existing public access easement (the “Easement”) to allow for the creation of larger residential lots and open space within the Development; and WHEREAS, the City Council finds that the Easement is presently unimproved and that abandoning the Easement to allow for larger residential lots and the preservation of open space within the Development is in the best interest of the residents of Colleyville; and WHEREAS,the City Council has therefore determined that it is in the best interest of the public to enter into the City/Developer agreement described above. NOW, THEREFORE, BE IT RESOLVED BY CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the City/Developer agreement between Toll Dallas TX, LLC, and the City of Colleyville, Texas, attached hereto as Exhibit “A”, is hereby approved. The City Manager is hereby authorized to execute the agreement. Sec. 2. THAT this Resolution shall become effective immediately. AND IT IS SO RESOLVED. Resolution R-22-4726 Page 2 of 2 APPROVED BY A VOTE OF ___ AYES, ___ NAYS ON THIS THE 3RD DAY OF MAY 2022. Mayor Richard Newton Mayor Pro Tem Bobby Lindamood Place 1, Tammy Nakamura Place 5, Chuck Kelley Place 3, Kathy Wheat Place 6, Callie Rigney Place 4, George Dodson ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Richard Newton City Secretary Mayor City of Colleyville Page 1 City of Colleyville City Council Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number 3b Agenda Date 5/9/2022 Number Resolution R-22-4723 Type Resolution Department Community Development Title Consideration of abandonment of decidicated right-of-way as a part of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail, Case GC22-006 Strategic Plan 4.1 Protect Colleyville's semi-rural residential character Explanation Reading and Public Hearing UPDATE: This item was presented at the May 3, 2022 City Council Meeting. Following City Council discussion with and agreement of representatives of Toll Brothers Land Development, Mayor Newton made a motion to table Resolution R-22-4723 and Resolution R-22-4724, to a date certain of May 9, 2022 and calling a Special City Council Meeting for May 9, 2022, at 5:30 p.m. in Council Chambers for consideration of both. The motion was seconded by Mayor Pro Tem Lindamood and was approved by an aye vote of Mayor Newton, Mayor Pro Tem Lindamood, Councilmembers Nakamura, Wheat, Dodson, Kelley, and Rigney. Mike Boswell, of Toll Brothers Land Development, has submitted a request for a Right- of-Way abandonment at 103 and 105 John McCain Road and 7189 Cast Iron Forest Trail known as Lots 1 and 2, Block 1, of the Neidholt Addition, being a 15 foot right-of- way area dedicated with the plat. Existing Conditions/Background: The subject property is currently zoned PUD-R Planned Unit Development – Residential district and is associated with Lots 1 and 2, Block 1, Neidholt Addition and Lot 2X, Block 1, Old Grove Addition. The property is generally located east of Cast Iron Forest Trail and southwest of John McCain Road as it turns north. The property is currently undeveloped. The Neidholt plat dedicated a 15 foot right-of-way area with the intent for John McCain to continue to the west in the future. Analysis: Presently there exists an approximate fifteen foot wide (15’) public right- of-way (ROW) running diagonally across proposed Lot 1 identified in the applicant’s proposed Replat – Option 2. The applicant has requested the entire ROW be City Council Agenda Briefing 3b City of Colleyville Page 2 abandoned so they may replat the existing lots to allow for the residential development of proposed Lot 1 (concurrently filed as PC-22-005). Background: This ROW was dedicated to the City via a plat filed in 1978 subdividing the land immediately south of the ROW into residential lots. The purpose of the original dedication was, at least in part, to provide the necessary public access for the residential lots identified on the 1978 plat as well as the surrounding residential properties. The location of the ROW provides access to John McCain Road, which remains to this day a major collector street serving the surrounding area. It is currently unknown what type of access or road, if any, was developed along this ROW following the 1978 dedication; however, there are presently no developed public facilities within the ROW. Authority: The City Council is responsible for any action to abandon the ROW pursuant to state law and the City’s Charter. Accordingly, the City Council may approve or deny the applicant’s request; or, alternatively, the City Council may condition the approval on the applicant relocating the ROW (if feasible) to an agreed location to preserve the City’s public access across the property. Any action on this item requires a simple majority vote of the City Council and would not constitute action on the applicant’s concurrent replat case. Required Action: If the City Council desires to abandon the ROW, the method for doing so would be by resolution or ordinance, which must contain a legal description of the ROW to be abandoned and be filed in the real property records for Tarrant County. The applicant’s final plat will be required to reference the filed resolution or ordinance abandoning the ROW. Conversely, action to deny applicant’s request will result in the ROW remaining on the property. Plat Status: The property is a platted as Lots 1 and 2, Block 1, of the Neidholt Addition and Lot 2X, Block 1, of the Old Grove Addition. The Neidholt plat dedicated a 15 foot right-of-way area. DRC Review: The DRC reviewed the request during their March 22, 2022 meeting and determined the application was complete and may be scheduled for the City Council meeting associated with the replat. Drainage: NA Surrounding Development: The properties to the north, south, and west are zoned PUD-R and developed with single family residences. The property to the east is zoned R-30 and is improved with a single family residence. Comprehensive Plan: The City’s Comprehensive Plan, Destination Colleyville, designates the subject property for residential use. Staff Recommendation: Staff is neutral on this request. City Council Agenda Briefing 3b City of Colleyville Page 3 Financial Impact There is no financial impact to the City. Recommendation None Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Neidholt Addition 5.Old Grove FINAL PLAT 6.Replat 7.Resolution R-22-4723 JOHN MCCAIN ROAD OLD GROV E ROA D WESTCOATDRIVEVANGUARD COURTCOL D EN C O U RT COMP TON COURT WESTMONTDRIVES TILLW A TER CIRCLE CASTIRONFORESTTRAILREVERCHON COURTBROADWOODLANEHARDY LANE WA TERFA LL COURT MONTICELLO PARKWAYHA WKS RIDGE TRA IL Aerial Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property JOHN MCCAIN ROAD OLD GROV E ROA D WESTCOATDRIVEVANGUARD COURTCOL D EN C O U RT COMP TON COURT WESTMONTDRIVES TILLW A TER CIRCLE CASTIRONFORESTTRAILREVERCHON COURTBROADWOODLANEHARDY LANE WA TERFA LL COURT MONTICELLO PARKWAYHA WKS RIDGE TRAIL AG RE AG AG PU D-R PU D-R AG PU D-R R-40 R-20 PU D-R PU D-R AG AG AG R-20 R-20 R-40 AG Zoning Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property JOHN MCCAIN ROAD OLD GROV E ROA D WESTCOATDRIVEVANGUARD COURTCOL D EN C O U RT COMP TON COURT WESTMONTDRIVES TILLW A TER CIRCLE CASTIRONFORESTTRAILREVERCHON COURTBROADWOODLANEHARDY LANE WA TERFA LL COURT MONTICELLO PARKWAYHA WKS RIDGE TRA IL Future Land Use Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property Residential Open Space; Parks N 80°18'50" E 267.95'N 01°05'15" W 71.04'SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSSL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SLSLSLSLSLSLSLSLSLSLS 89°00'13" W 194.02'N 16°10'52" W 248.30'S 00°51'07" E 417.47'CIRS1/2"IRFCIRS1/2"CIRF"BEASLEY"1/2"IRFCIRS1/2"IRF1/2"CIRF"RPLS4050"CIRS2.63'C1C2 CLCLCLCLCLCLLOT 1, BLOCK EOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 9, BLOCK COLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 16, BLOCK AOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 3, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.CLCLCLCLCLCLCLCLCLCLCLJ O H N M c C A I N R O A DVARIABLE WIDTH RIGHT-OF-WAY(OPEN SPACE)LOT 17X, BLOCK AOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.D.J.BEDDO SURVEYABSTRACT NO. 232LOT 2, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.LOT 1, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.RIGHT-OF-WAY DEDICATIONVOL. 388-123, PG. 64P.R.T.C.T.ABANDONED BYCC#________________O.P.R.T.C.T.LOT 2X, BLOCK EOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.RIGHT-OF-WAY DEDICATIONVOL. 388-123, PG. 64P.R.T.C.T.B L O C K E10' BUILDING LINEL O T 11.09 ACRES47,390 SQ. FEETL O T 20.81 ACRES35,419 SQ. FEET10' UTILITY EASEMENTCAB. A, PG. 9807 P.R.T.C.T.10' BUILDING LINE10' BUILDING LINE25' BUILDING LINE25' BUILDING LINE16' DRAINAGE & UTILITY EASEMENT 25' BUILDING LINE 5' UTILITY EASEMENTCAB. A, PG. 9807P.R.T.C.T.10' BUILDING LINE25' BUILDING LINE 10' UTILITY EASEMENTCAB. A, PG. 9807P.R.T.C.T.TRAILEASEMENT33.76'35.23'1ƒ ( 29.38'C A S T I R O N F O R E S T R O A DVARIABLE WIDTH RIGHT-OF-WAYCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLRIGHT-OF-WAYDEDICATION13 SQ. FEET(SEE DETAIL)N 60°22'47" E1.55'S 85°34'15" E25.0'25.0'25.0'22.5'LOT 5, BLOCK DOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 6, BLOCK DOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.W A T E R F A L L C O U R T50' RIGHT-OF-WAYCLCLCLCLCLCLCLLOT 1X, BLOCK FOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.S T I L L W A T E R C I R C L E40' RIGHT-OF-WAYPOBN:7016829.68E:2377158.68N:7017250.68E:2377343.8410' UTILITY EASEMENTVOL. 388-123, PG. 64 P.R.T.C.T.10' UTILITY EASEMENT VOL. 388-123, PG. 64 P.R.T.C.T.LOT 20, BLOCK CWESTMONTCAB.A, PG. 6060/6061P.R.T.C.T.LOT 19, BLOCK CWESTMONTCAB.A, PG. 6060/6061P.R.T.C.T.RIGHT-OF-WAY DEDICATIONCAB. A, PG. 6060/6061P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 6060/6061P.R.T.C.T.WILLIAM E. CROOKS SURVEYABSTRACT NO. 295MARY M. FREEMAN SURVEYABSTRACT NO. 533ROBERT WILLIAMS SURVEYABSTRACT NO. 167412' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 6060/6061P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.10' UTILITY EASEMENTVOL. 388-123, PG. 64 P.R.T.C.T.41.82'4.41'L3L4L O T 4 XOPEN SPACE0.09 ACRES3,935 SQ. FEET20' UTILITYEASEMENTL O T 3XOPEN SPACE0.21 ACRES9,058 SQ. FEET29' TRAILROW4.89'66.15'1ƒ ( 20.00'20.72'203.72' 160.00'165.73'1ƒ ( L5 L6L7 L8L9 16.00'CIRS1/2"CIRF"RPLS4050"L1L2C3CLCLCLCLCLCL23.5'RIGHT-OF-WAYDEDICATION13 SQ. FEET25.0'25.0'SITELOCATIONPLEASANT RUN RDL D LOCKETT RDPRECINCT LINE RD DAVIS BLVDMcDONWELL SCHOOL RDOLD GROVE RDBANDIT TRAILJOHN McCAIN RDCAST IRONFOREST TRAILDrafterProjectDateTAR/BE03/30/20221912.003-04VICINITY MAP(NOT TO SCALE)EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009ENGINEERPape-Dawson Engineers, Inc.One Ridgmar Centre6500 West Fwy, Suite 700Fort Worth, TX 76116(817) 870-3668= DOCUMENT NUMBERDOC. NO.= CAPPED IRON ROD FOUNDCIRFDEED RECORDS,D.R.D.C.T.= VOLUMEVOL= PAGEPGDENTON COUNTY, TEXAS=OFFICIAL PUBLIC RECORDS,O.P.R.D.C.T.DENTON COUNTY, TEXAS=LEGEND= POINT OF BEGINNINGPOBPRELIMINARYthis document shall not be recordedfor any purpose and shall not beused or viewed or relied upon as afinal survey document= IRON ROD FOUNDIRFOWNERToll Dallas TX, LLC2557 Grapevine Parkway, Suite 100Grapevine, TX 76051(817)329-8770PAGE 1 OF 1NCURVE TABLECURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC137.35'245.00'ƒ 1ƒ :37.32'C229.38'75.00'ƒ 1ƒ :29.19'C327.04'244.70'ƒ 6ƒ (27.02'1.) The purpose of this plat is to reconfigure former Lots 1 & 2 of the NeidholtAddition to face Cast Iron Forest Trail instead of John McCain Road, and toinclude Lot 2X, Block E of Old Grove Addition, and to dedicate easements andright-of-way.2.)This property is located in "Non-shaded Zone X" according to the F.E.M.A. FloodInsurance Rate Map dated September 25, 2009 as shown on Map Number48439C0095K.3.)The grid coordinates shown on this plat are based on GPS observations utilizingthe AllTerra RTK Network. North American Datum of 1983 (AdjsutmentRealization of 2011).4.)Selling a portion of this addition by metes and bounds is a violation of CityOrdinance and State Law, and is subject to fines and/or withholding of utilitiesand building permits.5.) All interior property corners are marked with a 1/2-inch iron rod with a greenplastic cap stamped "EAGLE SURVEYING" unless noted otherwise.6.)The bearings shown on this plat are based on GPS observations utilizing theAllTerra RTK Network. North American Datum of 1983 (Adjsutment Realizationof 2011).7.)DRAINAGE EASEMENT RESTRICTION: No construction of filling, without thewritten approval of the City of Colleyville shall be allowed within a drainageeasement, and then only after detailed engineering plans and studies show thatno flooding will result, that no obstruction to the natural flow of water will result,and subject to all owners of property affected by such construction becoming aparty to the request. Where construction is permitted. All finished floor elevationsshall be a minimum of two (2) feet above the 100-year flood elevation.8.)UTILITY EASEMENTS: Any public utility, including the City of Colleyville, shallhave the right to move and keep removed all part of any building, fence, shrubs,other growths or improvements which in any way endanger or interfere with theconstruction, maintenance, or efficiency of it's respective systems on any of theutility easements shown on the plat; and any public utility, including the City ofColleyville, shall have the right at all times of ingress and egress to and from andupon said utility easement of the purpose of construction, reconstruction,inspection, patrolling, maintaining and adding to or removing all or part of itsrespective systems without the necessity at any time of procuring the permissionof anyone.9.)The maintenance of all drainage and utility easements located on privateproperty are the responsibility of the owner.10.) Open Space Lot 3X & Lot 4X, Block E, to be maintained by HOA.GENERAL NOTESLINE TABLELINEBEARINGDISTANCEL11ƒ :26.62'L21ƒ (1.55'DETAILSCALE 1" = 10'NOWNER'S CERTIFICATE & DEDICATIONSTATE OF TEXAS§COUNTY OF TARRANT§WHEREAS, TOLL DALLAS TX, LLC, is the owner of a 2.20 acre tract of land out of the D.J. Beddo Survey, Abstract Number 232,City of Colleyville, Tarrant County, Texas, being all of Lot 2X, Block E of Old Grove Addition, a subdivision of record in Cabinet A,Page 9807 of the Plat Records of Tarrant County, Texas, all of Lots 1 and 2, Block 1, and a portion of a Right-of-Way Dedication ofNeidholt Addition, a subdivision of record in Volume 388-123, Page 64 of said Plat Records, and being more particularly describedby metes and bounds as follows:BEGINNING, at a 1/2" iron rod found in the East Right-of-Way line of Cast Iron Forest Road (Variable Width R.O.W.) being theNorthwest corner of Lot 16, Block A of Old Grove Addition, also being the Southwest corner of Lot 1, Block 1 of Neidholt Addition;THENCE1ƒ :DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH:HVWOLQHRI/RW%ORFNRI1HLGKROWAddition in part, also being the West line of the Right-of-Way Dedication of Neidholt Addition a distance of 248.30 feet to a 1/2" ironURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH1RUWKZHVWFRUQHURIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROWAddition;THENCE1ƒ (DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH1RUWKOLQHRIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROW$GGLWLRQDGLVWDQFHRIIHHWWRDLURQURGZLWKD\HOORZSODVWLFFDSVWDPSHG³53/6´IRXQGDWWKHSouthwest corner of Lot 2X, Block E of Old Grove Addition, also being the beginning of a non-tangent curve to the right;THENCE, leaving the North line of the Right-of-Way dedication of Neidholt Addition along the East Right-of-Way line of Cast IronForest Road, being the West line of Lot 2X, Block E of Old Grove Addition, along said non-tangent curve to the right, having a radiusRIIHHWDFKRUGEHDULQJRI1ƒ :DFKRUGOHQJWKRIIHHWDGHOWDDQJOHRIƒ DQDUFOHQJWKRIIHHWWRDLURQURGZLWK\HOORZSODVWLFFDSVWDPSHG³%($6/(<´IRXQGTHENCE1ƒ :DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH:HVWOLQHRI/RW;%ORFN(RI2OGGrove Addition, a distance of 71.04 feet to a 1/2" iron rod at the beginning of a non-tangent curve to the left;THENCE, along the East Right-of-Way line of Cast Iron Forest Road, being the West line of Lot 2X, Block E of Old Grove Addition,DORQJVDLGQRQWDQJHQWFXUYHWRWKHOHIWKDYLQJDUDGLXVRIIHHWDFKRUGEHDULQJRI1ƒ :DFKRUGOHQJWKRIIHHWDGHOWDDQJOHRIƒ DQDUFOHQJWKRIIHHWWRDLURQURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH6RXWKZHVWFRUQHURI/RW%ORFN(RI2OG*URYH$GGLWLRQEHLQJWKH1RUWKZHVWFRUQHURI/RW;%ORFN(RIOld Grove Addition;THENCE1ƒ (DORQJWKH6RXWKOLQHRI/RW%ORFN(RI2OG*URYH$GGLWLRQEHLQJWKH1RUWKOLQHRI/RW;%ORFN(RI2OGGrove Addition, a distance of 267.95 feet to a 1/2" iron rod found in the Southwest Right-of-Way line of John McCain Road (VariableWidth Right-of-Way) being the Southeast corner of Lot 1, Block E of Old Grove Addition, also being the East corner of Lot 2X, BlockE of Old Grove Addition, also being a point in the North line of the Right-of-Way Dedication of Neidholt Addition;THENCE6ƒ (DORQJWKH6RXWKZHVW5LJKWRI:D\OLQHRI-RKQ0F&DLQ5RDGEHLQJWKH1RUWKOLQHRIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROW$GGLWLRQDGLVWDQFHRIDGLVWDQFHRIIHHWWRDLURQURGZLWKJUHHQFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH1RUWKHDVWFRUQHUKHUHRITHENCE6ƒ (OHDYLQJWKH6RXWK5LJKWRI:D\OLQHRI-RKQ0F&DLQ5RDGRYHUDQGDFURVVWKH5LJKWRI:D\GHGLFDWLRQRINeidholt Addition in part, passing the Northwest corner of Lot 3, Block 1 of Neidholt Addition, being the Northeast corner ofLot 2, Block 1 of Neidholt Addition, continuing along the West line of Lot 3, Block 1 of Neidholt Addition, being the East line of/RW%ORFNRI1HLGKROW$GGLWLRQDGLVWDQFHRIIHHWWRDLURQURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWLQWKH1RUWKOLQHRI/RW;%ORFN$RI2OG*URYH$GGLWLRQEHLQJWKH6RXWKZHVWFRUQHURI/RW%ORFNRINeidholt Addition, also being the Southeast corner of Lot 2, Block 1 of Neidholt Addition;THENCE6ƒ :DORQJWKH6RXWKOLQHVRI/RWVDQG%ORFNRI1HLGKROW$GGLWLRQEHLQJWKH1RUWKOLQHRI/RW;%ORFN$of Old Grove Addition in part, also being the North lien of Lot 16, Block A of Old Grove Addition in part, a distance of 194.02 feet tothe POINT OF BEGINNING and containing an area of 2.20 Acres, or (95815 Square Feet) of land, more or less.NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:THAT, TOLL DALLAS TX, LLC, does hereby adopt this plat, designating herein described property as OLD GROVE ADDITION,PHASE II an addition to the City of Colleyville, Tarrant County, Texas, and do hereby dedicate fee simple to the public use foreverall streets, rights-of-way, and alleys shown thereon, and do hereby reserve the easements shown on this plat for the mutual use andaccommodation of all public utilities desiring to use or using the same. Any public utility shall have the right to remove and keepremoved all or part of any buildings, fences, trees, shrubs or other improvements or growths in which any way endanger or interferewith the construction , maintenance or efficiency of its respective systems on any of these easements, and any public utility shall atall times have the right of ingress and egress to and from and upon the said easement for the purpose of constructing,reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This platapproved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.OWNER: TOLL DALLAS TX, LLC, a Texas limited liability companyBY: ___________________________________________________________ Authorized Agent DateNAME: _________________________________ Print nameSTATE OF TEXAS§COUNTY OF ____________§BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be theperson whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for thepurposes and considerations therein expressed and in the capacity therein stated.GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2022._________________________________________Notary Public in and for the State of TexasCERTIFICATE OF SURVEYORSTATE OF TEXAS§COUNTY OF DENTON§I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual surveymade on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic capsstamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the TexasAdministrative Code and the Ordinances of the City of Colleyville, Tarrant County, Texas.________________________________________________________Matthew Raabe, R.P.L.S. # 6402 DateREPLATOLD GROVE ADDITION, PHASE IILOTS 1, 2, 3X & 4X, BLOCK E2.20 ACRESA REPLAT OF LOTS 1 & 2, BLOCK 1 OF NEIDHOLT ADDITIONRECORDED IN VOLUME 388-123, PAGE 64, P.R.T.C.T.AND LOT 2X, BLOCK E OF OLD GROVE ADDITIONRECORDED IN CABINET A, PAGE 9807, P.R.T.C.T.,D.J. BEDDO SURVEY, ABSTRACT NO. 232,CITY OF COLLEYVILLE, TARRANT COUNTY, TEXAS1" = 30'03015Whereas, the Planning and Zoning Commission of the City of Colleyville, Texasvoted affirmatively on this _____ day of _________, 2022 to approve this plat.__________________________________________Chairman, Planning and Zoning Commission__________________________________________Attest: Secretary, Planning and Zoning CommissionPLANNING AND ZONING COMMISSION APPROVALWhereas, the City Council of the City of Colleyville, Texas voted affirmatively on this_____ day of _________, 2022 to approve this plat.__________________________________________Mayor, City of Colleyville__________________________________________Attest: City SecretaryCITY COUNCIL APPROVAL= CABINETCAB= CAPPED IRON ROD SETCIRSL36ƒ 642.10'L41ƒ : 5.25'L6L5L7L8L91ƒ :20.00'6ƒ :9.00'1ƒ :20.02'1ƒ (9.04'1ƒ :375.66' RESOLUTION R-22-4723 A RESOLUTION APPROVING ABANDONMENT OF A 15 FOOT RIGHT- OF-WAY NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the abandonment of a 15 foot right-of-way on Lots 1 and 2, Block 1, of the Neidholt Addition, and associated with a replat for Lots 1, 2, 3X and 4X, Block 1, Old Grove Addition, Phase II on approximately 2.20 acres as shown and described per the attached as Exhibit “A”, is hereby approved. AND IT IS SO RESOLVED. APPROVED BY A VOTE OF ___ AYES, ___ NAYS ON THIS THE 3RD DAY OF MAY 2022. Mayor Richard Newton Mayor Pro Tem Bobby Lindamood Place 1, Tammy Nakamura Place 5, Chuck Kelley Place 3, Kathy Wheat Place 6, Callie Rigney Place 4, George Dodson ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Richard Newton City Secretary Mayor Exhibit “A” – Plat Exhibit R.O.W. requested to be abandoned City of Colleyville Page 1 City of Colleyville City Council Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number 3c Agenda Date 5/9/2022 Number Resolution R-22-4724 Type Resolution Department Community Development Title Consideration of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition, located at 103 John McCain Road, 105 John McCain Road, and 7189 Cast Iron Forest Trail, Case PC22-005 Strategic Plan 4.1 Protect Colleyville's semi-rural residential character Explanation Reading and Public Hearing UPDATE: This item was presented at the May 3, 2022 City Council Meeting. Following City Council discussion with and agreement of representatives of Toll Brothers Land Development, Mayor Newton made a motion to table Resolution R-22-4723 and Resolution R-22-4724, to a date certain of May 9, 2022 and calling a Special City Council Meeting for May 9, 2022, at 5:30 p.m. in Council Chambers for consideration of both. The motion was seconded by Mayor Pro Tem Lindamood and was approved by an aye vote of Mayor Newton, Mayor Pro Tem Lindamood, Councilmembers Nakamura, Wheat, Dodson, Kelley, and Rigney. Matt Maly, the applicant, requests approval of a replat for Lots 1, 2, 3X, and 4X, Block E, Old Grove Addition, Phase II on approximately 2.20 acres, located at 103 and 105 John McCain Road and 7189 Cast Iron Forest Trail. The applicant proposes to combine and redevelop two lots, an old right-of-way area, and an open space lot into two single family residential lots and one or two open space lots. The old right-of-way area is requested to be abandoned as part of the plat in one scenario. Existing Conditions/Background: The subject property is currently zoned PUD-R Planned Unit Development – Residential district and is a combination of Lots 1 and 2, Block 1, Neidholt Addition, an old right-of-way area, and Lot 2X, Block E, Old Grove Addition. The property is generally located east of Cast Iron Forest Trail and southwest of John McCain Road as it turns north. The property is currently undeveloped. The plat up for consideration proposes to combine and redevelop the property for future residential development on two lots and one or two open space lots. Lot Dimensions and Setbacks: Per Ordinance O-04-1475, Lot Requirements and City Council Agenda Briefing 3c City of Colleyville Page 2 Setbacks, the PUD zoning regulations require the following standards: Minimum Lot Area: 13,000 square feet Average Lot Area: 16,000 square feet Minimum Lot Width: 90 feet Minimum Lot Depth: 120 feet Minimum Front Yard Setback: 25 feet Minimum Side Yard Setbacks: 10 feet Minimum Rear Yard Setback: 25 feet As submitted, the proposed plat meets all of the requirements of the PUD-R zoning and the Land Development Code. Surrounding Development: The properties to the north, south, and west are zoned PUD-R Planned Unit Development – Residential district and primarily developed with single family homes. The property to the east is zoned R-30 Single Family Residential district and developed with a single family home. There is a large retention/detention pond adjacent to the south. Analysis: The property is located at the northeast side of the Old Grove neighborhood. The PUD-R zoning approved in 2004 was originally planned for four lots. The proposals have reduced the lot number to two lots for single-family residential development. Option 1 includes three total lots. Two lots for homes and one lot of open space. There is an old right-of-way currently unused with no improvements between Lot 1 and open space Lot 2X. Both residential lots meet the dimensional requirements of the PUD-R Ordinance. Option 2 is for four lots, with two being open space lots and two for new homes. Lot 1 and 2 both meet the dimension requirements of the PUD-R Ordinance. In this option, an old right-of-way area is currently unused with no improvements existing. The applicant has requested that the right-of-way area be abandoned and incorporated into proposed Lot 1. DRC Comments, Drainage, and Engineering: March 22, 2022: Option 1 1. Lot 1: the minimum lot width at the street needs to be 100 feet for it to meet the lot dimensional requirements. To vary from this requirement necessitates a plat waiver. 2. Show the ROW is to remain and delineate the lot line for Lot 2X appropriately. Otherwise the ROW abandonment is required to proceed to the City Council for consideration. It would be placed on the same agenda as the replat. City Council Agenda Briefing 3c City of Colleyville Page 3 Option 2 1. The ROW abandonment is required to proceed to the City Council for consideration. It would be placed on the same agenda as the replat. Urban Forestry Comments applies to Option 1 and Option 2: 1. The Tree Preservation Plan or Urban Forestry Plan provided appears to be the same plan from 2018 and is dated as such. It does not match either of the two plat options for property boundaries or grading, but it accounts for the trees more as a survey of what exists. The new options appear to preserve as much or more trees than the previous plat application (which would have met the requirements at the time) so I believe there will be no issue with minimum tree preservation in regards to the lot layout or grading. 2. This project will require an Urban Forestry Plan meeting the format, content, and 2019 rules for Chapter 5 of the LDC before any grading permits, tree removal permits, or building permits are approved. We can review it now if you want to submit it, but if not, the main issue of minimum tree preservation should not be an issue with the proposed grading and lot layout. The other requirements of minimum site canopy and heritage tree mitigation can easily be met regardless of the lot or grading design. The drainage plans are primarily in compliance with the Land Development Code: Option 1- The side property lines need 7.5’ side property line easements. Option 2- The side property lines need 7.5’ side property line easements. April 1, 2022: Applicant provided an updated plat on April 1, 2022 which addressed Option 1 specifically, meeting the lot dimension on the street being 90 feet. Fees: Park Land Dedication fees are required in the amount of $1,802 per residential lot. Park Land Dedication fees are due prior to filing the plat for record. Impact Fees are also required per Chapter 13 (Impact Fees) of the Land Development Code and are due prior to the issuance of a Building Permit. Tree Preservation: Any subdivision of the subject property must comply with Chapter 5 (Tree Preservation) of the Land Development Code. Where any tree is slated for removal, no site grading, dirt disturbance or new construction may occur on the property until a Tree Removal Permit has been issued that is associated with an approved Tree Preservation Plan. In addition to the requirements for submittal of a Tree Removal Permit and Tree Preservation Plan, future development on the site must maintain the minimum existing protected tree canopy coverage as required in Chapter 5. Public Notification: Staff mailed notices to all property owners within 500 feet of the subject property. Notice was published in the Fort Worth Star-Telegram as required by City Council Agenda Briefing 3c City of Colleyville Page 4 State law and the Land Development Code. Staff Recommendation: Staff is neutral on this plat request. Planning and Zoning Commission Recommendation: The Planning and Zoning Commission recommended approval of both options at their April 11, 2022 meeting. Option 1 was approved by a vote of 6-0. Option 2 was approved subject to the right- of-way abandonment by a vote of 5-1. Financial Impact There is no financial impact to the City. Recommendation None Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Civil Construction Plans - Option 1 5.Masonry Retaining Wall - Option 1 6.Tree Survey - Option 1 7.Civil Construction Plans - Option 2 8.Masonry Retaining Wall - Option 2 9.Tree Survey - Option 2 10.Notification Map 11.Notification Letter 12.Notification List 13.Letters of Opposition 14.Resolution R-22-4724 - Option 1 15.Resolution R-22-4724 - Option 2 JOHN MCCAIN ROAD OLD GROV E ROA D WESTCOATDRIVEVANGUARD COURTCOL D EN C O U RT COMP TON COURT WESTMONTDRIVES TILLW A TER CIRCLE CASTIRONFORESTTRAILREVERCHON COURTBROADWOODLANEHARDY LANE WA TERFA LL COURT MONTICELLO PARKWAYHA WKS RIDGE TRA IL Aerial Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property JOHN MCCAIN ROAD OLD GROV E ROA D WESTCOATDRIVEVANGUARD COURTCOL D EN C O U RT COMP TON COURT WESTMONTDRIVES TILLW A TER CIRCLE CASTIRONFORESTTRAILREVERCHON COURTBROADWOODLANEHARDY LANE WA TERFA LL COURT MONTICELLO PARKWAYHA WKS RIDGE TRAIL AG RE AG AG PU D-R PU D-R AG PU D-R R-40 R-20 PU D-R PU D-R AG AG AG R-20 R-20 R-40 AG Zoning Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property JOHN MCCAIN ROAD OLD GROV E ROA D WESTCOATDRIVEVANGUARD COURTCOL D EN C O U RT COMP TON COURT WESTMONTDRIVES TILLW A TER CIRCLE CASTIRONFORESTTRAILREVERCHON COURTBROADWOODLANEHARDY LANE WA TERFA LL COURT MONTICELLO PARKWAYHA WKS RIDGE TRA IL Future Land Use Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property Residential Open Space; Parks FORESTTIMBERIDGEOAK WOODS SAYERS GREEN VALLEY NEIL JILLSMITH FORDHUNTHOWARD PERKINSKIRK RUMFIELD HILLCREST Northfield Park SPRING HILL RIDGE HIGHTOWER BOCARATONEVERGLADE NICOLEBRADL E Y MARTI W E E P I N G W I L L O W PHILLIPEVANREESE ASHLEYJOHN WOODRIDGESUNSETTIMBERCHE R O K E EFRANKLIN BANDIT LILAC CONTINENTAL OAK H U R S T WOODRIDGEFRON T I E R BANDIT WAGON WHEEL SAGE BRUSH TUMBLEWEED CTOVERLANDVIRGINI A ADAMS MADIS O N JOHN McGANMONTICELLOM O N R O E HARRISON JEFFERSONROCH E L L E WASHI N G T O N HOLLYMI X CEDARJO WILLCUTTERCURTISHERBERTMcDONWELL SCHOOL LAVACA LOCKETT ESTESHUNTERHUNTER CTCOLTSNECKBETTINGERVAN OAKS WESTCOATWHITE VALL E Y VI E W OAK HILLSOAK CREST HILL OAK VALLEY LLOYD BILL'SFRYRUST IC LAKEVIEWELMLIVEOAK SMITHFIELD GLADEVILLAGEPARKHUNTERSHELTON BEVERLY LETA BENT TREECOLLEYVILLE HILLSIDE EUDALY FIELD THOMAS LAUREL OAKS BOGART CENTRAL BEDFORDJO CAROL GARRY LYNNE GLADEOAK TIMBERCHERRY STAFFORDMANNINGBEHRENSSHADYAVONDALEPONDEROSACOOKWALLERPARKRONNAHARDAGE TARRANT INDUSTRIAL SANDERSPONDEROSAKINGSTONTINKEREMERALDDIAMONDKELLERSHADY GROVE LIMIT TAHLEQUAHELLIS KIRK LN TAMIAMISTONECREST CRESTVIEW JEFFERYCATOTIMBER LNCHURCHBRANSFORD PLEASANT RUNRIDINGWOOD CHAPARRAL AVALON ARTHURBLUEBONNETHALL - JOHNSON JOHN McCAIN JOHN McCAIN CITYWINDSWEPT COLLEYVILLEDAVIS BLVD.COVENTRYBROOKPEYTONVILLE SCOLLEYVILLE WANDA5.3SOUTHLAKEKELLER LIMIT LIMIT SOUTHLAKE CITYLIMIT5.7COLL E Y VI L L E SOUT H L A K E CITY HIALEAH NORTHTUMBLEWEED Bluebonnet Hills Memorial Park CemeteryCOTTONBELTBE A R B IG TIMBERLINE N TIMBERLINE S CHUCK GARY ASHCRAFT ELM TIMBERLAKETERRELL NORTH FIELD WHITNEY WAY LOWERIEAPPLEVALLEYGLADE CREEKSHADYWOODCHIMNEY WOODS SHILOHHILLTILLMANLEESBURGINDIANKNOLLTRAILCLARABUCKNERTARR A N T WOODLANDEMBEROAKCLOVERLEAFBURSEY FIR E S I D E BROOK STONY BRO O K ROYAL RIDGE MEADOWBROOKQUAILS PATHQUALITY HILLCity ParkPLEASANTRUN MARANATHAWESTCOATSCHOOLMcDONWELL RIDGEBRANSFORDEMERALD CT CENTER PA R K RENFROCOVENTRY PLACEGATEHOUSE Pop 12,724 1938 26HILLSRICHLAND1938 CITY PARK WAY MURPHY GLADEDART (SSW) DART ROSEGRAND OAKSCLAY HIBBINSLI T T L T E GREENWOOD CONTINENTAL 3029 3.9PRECINCT LINECREEK HELEN CREEK CTINDIAN CREEK1.8CITYLIMITLIMI T CI T Y CITYCOLLEYVILLE LOCATION MAP OLD GROVE - GRADING AND DRAINAGE PD JOB NO. 61233-02 OLD GROVE - GRADING AND DRAINAGE - OPTION 1COLLEYVILLE, TARRANT COUNTY, TEXAS TOLL DALLAS TX, LLC 2555 SW GRAPEVINE PKWY, STE 100 GRAPEVINE, TEXAS 76051 SITE C0.00 CONSTRUCTION DOCUMENTS TEX AS BO ARD OF PRO FE SSIO NA L EN GINEE R S FIRM REG I ST R AT IO N #4 7 0 6 5 0 0 W E S T F W Y , S T E 7 0 0 F O R T W O R T H , T X 7 6 1 1 6 8 1 7 .8 7 0 .3 6 6 8 F O R T W O R T H S A N A N T O N I O A U S T I N H O U S T O N D A L L A S MARCH 2022 THIS DOCUMENT IS RELEASED FOR "REVIEW PURPOSES" UNDER THE AUTHORIZATION OF BRANDON O'DONALD, P.E. #90241 MARCH 31, 2022. IT IS NOT FOR CONSTRUCTION OR PERMIT PURPOSES. THIS DOCUMENT IS RELEASED FOR "REVIEW PURPOSES" UNDER THE AUTHORIZATION OF MATTHEW L. MALY, P.E. #120494 MARCH 31, 2022. IT IS NOT FOR CONSTRUCTION OR PERMIT PURPOSES. SHEET INDEX SHEET DESCRIPTION SHEET NO. COVER SHEET C0.00 FINAL PLAT C1.00 GENERAL NOTES C2.00 SITE & UTILITY PLAN C3.00 GRADING PLAN C4.00 EXISTING DRAINAGE AREA MAP C5.00 PROPOSED DRAINAGE AREA MAP C5.01 STORM DRAINAGE PLAN C5.02 EROSION CONTROL PLAN C6.00 CONSTRUCTION DETAILS C7.00 CIVIL CONSTRUCTION PLANS OPTION 1 N 80°18'50" E 267.95'N 01°05'15" W 71.04'SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSSL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SLSLSLSLSLSLSLSLSLSLS 89°00'13" W 194.02'N 16°10'52" W 248.30'S 00°51'07" E 417.47'CIRS1/2"IRFCIRS1/2"CIRF"BEASLEY"1/2"IRFCIRS1/2"IRF1/2"CIRF"RPLS4050"CIRS2.63'C1C2 CLCLCLCLCLCLLOT 1, BLOCK EOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 9, BLOCK COLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 16, BLOCK AOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 3, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.CLCLCLCLCLCLCLCLCLCLCLJ O H N M c C A I N R O A DVARIABLE WIDTH RIGHT-OF-WAY(OPEN SPACE)LOT 17X, BLOCK AOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.D.J.BEDDO SURVEYABSTRACT NO. 232LOT 2, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.LOT 1, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.RIGHT -OF -WAY DED ICAT IONVOL. 388 -123 , PG . 64P.R .T .C .T .LOT 2X, BLOCK EOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.RIGHT-OF-WAY DEDICATIONVOL. 388-123, PG. 64P.R.T.C.T.L O T 2XOPEN SPACE0.47 ACRES20,296 SQ. FEET25' BUILDING LINEB L O C K EL O T 10.88 ACRES38,337 SQ. FEETL O T 20.74 ACRES32,300 SQ. FEET10' BUILDING LINE10' BUILDING LINE25' BUILDING LINE 16' DRAINAGE & UTILITY EASEMENT 5' UTILITY EASEMENTCAB. A, PG. 9807P.R.T.C.T.25' BUILDING LINE10' UTILITY EASEMENTCAB. A, PG. 9807 P.R.T.C.T.1 0 ' BU I LD ING L INE 25' BUILDING LINE 10' UTILITY EASEMENTCAB. A, PG. 9807P.R.T.C.T. 163.23' 226.46'27.78'142.93'78.75'C A S T I R O N F O R E S T R O A DVARIABLE WIDTH RIGHT-OF-WAYCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLRIGHT-OF-WAYDEDICATION13 SQ. FEET(SEE DETAIL)N 60°22'47" E1.55'S 85°34'15" E25.0'25.0'25.0'22.5'LOT 5, BLOCK DOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 6, BLOCK DOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.W A T E R F A L L C O U R T50' RIGHT-OF-WAYCLCLCLCLCLCLCLLOT 1X, BLOCK FOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.S T I L L W A T E R C I R C L E40' RIGHT-OF-WAYPOBN:7016829.68E:2377158.68N:7017250.68E:2377343.8410' UTILITY EASEMENTVOL. 388-123, PG. 64 P.R.T.C.T.10' UTILITY EASEMENT VOL. 388-123, PG. 64 P.R.T.C.T.LOT 20, BLOCK CWESTMONTCAB.A, PG. 6060/6061P.R.T.C.T.LOT 19, BLOCK CWESTMONTCAB.A, PG. 6060/6061P.R.T.C.T.RIGHT-OF-WAY DEDICATIONCAB. A, PG. 6060/6061P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 6060/6061P.R.T.C.T.WILLIAM E. CROOKS SURVEYABSTRACT NO. 295MARY M. FREEMAN SURVEYABSTRACT NO. 533ROBERT WILLIAMS SURVEYABSTRACT NO. 167412' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 6060/6061P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.10' UTILITY EASEMENTVOL. 388-123, PG. 64 P.R.T.C.T.11.26'15.77'1 ƒ   (    1   ƒ      (         1ƒ  (32.77 ' 25' BUILDING LINE 1ƒ ( 15.0'1 ƒ   (    1   ƒ      (         L3 L4L5 L6L7 16.00'10' BUILDING LINECIRS1/2"CIRF"RPLS4050"L1L2C3CLCLCLCLCLCL23.5'RIGHT-OF-WAYDEDICATION13 SQ. FEET25.0'25.0'SITELOCATIONPLEASANT RUN RDL D LOCKETT RDPRECINCT LINE RD DAVIS BLVDMcDONWELL SCHOOL RDOLD GROVE RDBANDIT TRAILJOHN McCAIN RDCAST IRONFOREST TRAILDrafterProjectDateTAR/BE03/30/20221912.003-05VICINITY MAP(NOT TO SCALE)EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009ENGINEERPape-Dawson Engineers, Inc.One Ridgmar Centre6500 West Fwy, Suite 700Fort Worth, TX 76116(817) 870-3668= DOCUMENT NUMBERDOC. NO.= CAPPED IRON ROD FOUNDCIRFDEED RECORDS,D.R.D.C.T.= VOLUMEVOL= PAGEPGDENTON COUNTY, TEXAS=OFFICIAL PUBLIC RECORDS,O.P.R.D.C.T.DENTON COUNTY, TEXAS=LEGEND= POINT OF BEGINNINGPOBPRELIMINARYthis document shall not be recordedfor any purpose and shall not beused or viewed or relied upon as afinal survey document= IRON ROD FOUNDIRFOWNERToll Dallas TX, LLC2557 Grapevine Parkway, Suite 100Grapevine, TX 76051(817)329-8770PAGE 1 OF 1NCURVE TABLECURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC137.35'245.00'ƒ 1ƒ :37.32'C229.38'75.00'ƒ 1ƒ :29.19'C327.04'244.70'ƒ 6ƒ (27.02'1.) The purpose of this plat is to reconfigure former Lots 1 & 2 of the NeidholtAddition to face Cast Iron Forest Trail instead of John McCain Road, and toinclude Lot 2X, Block E of Old Grove Addition, and to dedicate easements andright-of-way.2.)This property is located in "Non-shaded Zone X" according to the F.E.M.A. FloodInsurance Rate Map dated September 25, 2009 as shown on Map Number48439C0095K.3.)The grid coordinates shown on this plat are based on GPS observations utilizingthe AllTerra RTK Network. North American Datum of 1983 (AdjsutmentRealization of 2011).4.)Selling a portion of this addition by metes and bounds is a violation of CityOrdinance and State Law, and is subject to fines and/or withholding of utilitiesand building permits.5.) All interior property corners are marked with a 1/2-inch iron rod with a greenplastic cap stamped "EAGLE SURVEYING" unless noted otherwise.6.)The bearings shown on this plat are based on GPS observations utilizing theAllTerra RTK Network. North American Datum of 1983 (Adjsutment Realizationof 2011).7.)DRAINAGE EASEMENT RESTRICTION: No construction of filling, without thewritten approval of the City of Colleyville shall be allowed within a drainageeasement, and then only after detailed engineering plans and studies show thatno flooding will result, that no obstruction to the natural flow of water will result,and subject to all owners of property affected by such construction becoming aparty to the request. Where construction is permitted. All finished floor elevationsshall be a minimum of two (2) feet above the 100-year flood elevation.8.)UTILITY EASEMENTS: Any public utility, including the City of Colleyville, shallhave the right to move and keep removed all part of any building, fence, shrubs,other growths or improvements which in any way endanger or interfere with theconstruction, maintenance, or efficiency of it's respective systems on any of theutility easements shown on the plat; and any public utility, including the City ofColleyville, shall have the right at all times of ingress and egress to and from andupon said utility easement of the purpose of construction, reconstruction,inspection, patrolling, maintaining and adding to or removing all or part of itsrespective systems without the necessity at any time of procuring the permissionof anyone.9.)The maintenance of all drainage and utility easements located on privateproperty are the responsibility of the owner.10.) Open Space Lot 2X, Block E, to be maintained by HOA.GENERAL NOTESLINE TABLELINEBEARINGDISTANCEL11ƒ :26.62'L21ƒ (1.55'DETAILSCALE 1" = 10'NOWNER'S CERTIFICATE & DEDICATIONSTATE OF TEXAS§COUNTY OF TARRANT§WHEREAS, TOLL DALLAS TX, LLC, is the owner of a 2.20 acre tract of land out of the D.J. Beddo Survey, Abstract Number 232,City of Colleyville, Tarrant County, Texas, being all of Lot 2X, Block E of Old Grove Addition, a subdivision of record in Cabinet A,Page 9807 of the Plat Records of Tarrant County, Texas, all of Lots 1 and 2, Block 1, and a portion of a Right-of-Way Dedication ofNeidholt Addition, a subdivision of record in Volume 388-123, Page 64 of said Plat Records, and being more particularly describedby metes and bounds as follows:BEGINNING, at a 1/2" iron rod found in the East Right-of-Way line of Cast Iron Forest Road (Variable Width R.O.W.) being theNorthwest corner of Lot 16, Block A of Old Grove Addition, also being the Southwest corner of Lot 1, Block 1 of Neidholt Addition;THENCE1ƒ :DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH:HVWOLQHRI/RW%ORFNRI1HLGKROWAddition in part, also being the West line of the Right-of-Way Dedication of Neidholt Addition a distance of 248.30 feet to a 1/2" ironURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH1RUWKZHVWFRUQHURIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROWAddition;THENCE1ƒ (DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH1RUWKOLQHRIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROW$GGLWLRQDGLVWDQFHRIIHHWWRDLURQURGZLWKD\HOORZSODVWLFFDSVWDPSHG³53/6´IRXQGDWWKHSouthwest corner of Lot 2X, Block E of Old Grove Addition, also being the beginning of a non-tangent curve to the right;THENCE, leaving the North line of the Right-of-Way dedication of Neidholt Addition along the East Right-of-Way line of Cast IronForest Road, being the West line of Lot 2X, Block E of Old Grove Addition, along said non-tangent curve to the right, having a radiusRIIHHWDFKRUGEHDULQJRI1ƒ :DFKRUGOHQJWKRIIHHWDGHOWDDQJOHRIƒ DQDUFOHQJWKRIIHHWWRDLURQURGZLWK\HOORZSODVWLFFDSVWDPSHG³%($6/(<´IRXQGTHENCE1ƒ :DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH:HVWOLQHRI/RW;%ORFN(RI2OGGrove Addition, a distance of 71.04 feet to a 1/2" iron rod at the beginning of a non-tangent curve to the left;THENCE, along the East Right-of-Way line of Cast Iron Forest Road, being the West line of Lot 2X, Block E of Old Grove Addition,DORQJVDLGQRQWDQJHQWFXUYHWRWKHOHIWKDYLQJDUDGLXVRIIHHWDFKRUGEHDULQJRI1ƒ :DFKRUGOHQJWKRIIHHWDGHOWDDQJOHRIƒ DQDUFOHQJWKRIIHHWWRDLURQURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH6RXWKZHVWFRUQHURI/RW%ORFN(RI2OG*URYH$GGLWLRQEHLQJWKH1RUWKZHVWFRUQHURI/RW;%ORFN(RIOld Grove Addition;THENCE1ƒ (DORQJWKH6RXWKOLQHRI/RW%ORFN(RI2OG*URYH$GGLWLRQEHLQJWKH1RUWKOLQHRI/RW;%ORFN(RI2OGGrove Addition, a distance of 267.95 feet to a 1/2" iron rod found in the Southwest Right-of-Way line of John McCain Road (VariableWidth Right-of-Way) being the Southeast corner of Lot 1, Block E of Old Grove Addition, also being the East corner of Lot 2X, BlockE of Old Grove Addition, also being a point in the North line of the Right-of-Way Dedication of Neidholt Addition;THENCE6ƒ (DORQJWKH6RXWKZHVW5LJKWRI:D\OLQHRI-RKQ0F&DLQ5RDGEHLQJWKH1RUWKOLQHRIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROW$GGLWLRQDGLVWDQFHRIDGLVWDQFHRIIHHWWRDLURQURGZLWKJUHHQFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH1RUWKHDVWFRUQHUKHUHRITHENCE6ƒ (OHDYLQJWKH6RXWK5LJKWRI:D\OLQHRI-RKQ0F&DLQ5RDGRYHUDQGDFURVVWKH5LJKWRI:D\GHGLFDWLRQRINeidholt Addition in part, passing the Northwest corner of Lot 3, Block 1 of Neidholt Addition, being the Northeast corner ofLot 2, Block 1 of Neidholt Addition, continuing along the West line of Lot 3, Block 1 of Neidholt Addition, being the East line of/RW%ORFNRI1HLGKROW$GGLWLRQDGLVWDQFHRIIHHWWRDLURQURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWLQWKH1RUWKOLQHRI/RW;%ORFN$RI2OG*URYH$GGLWLRQEHLQJWKH6RXWKZHVWFRUQHURI/RW%ORFNRINeidholt Addition, also being the Southeast corner of Lot 2, Block 1 of Neidholt Addition;THENCE6ƒ :DORQJWKH6RXWKOLQHVRI/RWVDQG%ORFNRI1HLGKROW$GGLWLRQEHLQJWKH1RUWKOLQHRI/RW;%ORFN$of Old Grove Addition in part, also being the North lien of Lot 16, Block A of Old Grove Addition in part, a distance of 194.02 feet tothe POINT OF BEGINNING and containing an area of 2.20 Acres, or (95815 Square Feet) of land, more or less.NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:THAT, TOLL DALLAS TX, LLC, does hereby adopt this plat, designating herein described property as OLD GROVE ADDITION,PHASE II an addition to the City of Colleyville, Tarrant County, Texas, and do hereby dedicate fee simple to the public use foreverall streets, rights-of-way, and alleys shown thereon, and do hereby reserve the easements shown on this plat for the mutual use andaccommodation of all public utilities desiring to use or using the same. Any public utility shall have the right to remove and keepremoved all or part of any buildings, fences, trees, shrubs or other improvements or growths in which any way endanger or interferewith the construction , maintenance or efficiency of its respective systems on any of these easements, and any public utility shall atall times have the right of ingress and egress to and from and upon the said easement for the purpose of constructing,reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This platapproved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.OWNER: TOLL DALLAS TX, LLC, a Texas limited liability companyBY: ___________________________________________________________ Authorized Agent DateNAME: _________________________________ Print nameSTATE OF TEXAS§COUNTY OF ____________§BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be theperson whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for thepurposes and considerations therein expressed and in the capacity therein stated.GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2022._________________________________________Notary Public in and for the State of TexasCERTIFICATE OF SURVEYORSTATE OF TEXAS§COUNTY OF DENTON§I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual surveymade on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic capsstamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the TexasAdministrative Code and the Ordinances of the City of Colleyville, Tarrant County, Texas.________________________________________________________Matthew Raabe, R.P.L.S. # 6402 DateREPLATOLD GROVE ADDITION, PHASE IILOTS 1, 2, & 2X, BLOCK E2.20 ACRESA REPLAT OF LOTS 1 & 2, BLOCK 1 OF NEIDHOLT ADDITIONRECORDED IN VOLUME 388-123, PAGE 64, P.R.T.C.T.AND LOT 2X, BLOCK E OF OLD GROVE ADDITIONRECORDED IN CABINET A, PAGE 9807, P.R.T.C.T.,D.J. BEDDO SURVEY, ABSTRACT NO. 232,CITY OF COLLEYVILLE, TARRANT COUNTY, TEXAS1" = 30'03015Whereas, the Planning and Zoning Commission of the City of Colleyville, Texasvoted affirmatively on this _____ day of _________, 2022 to approve this plat.__________________________________________Chairman, Planning and Zoning Commission__________________________________________Attest: Secretary, Planning and Zoning CommissionPLANNING AND ZONING COMMISSION APPROVALWhereas, the City Council of the City of Colleyville, Texas voted affirmatively on this_____ day of _________, 2022 to approve this plat.__________________________________________Mayor, City of Colleyville__________________________________________Attest: City SecretaryCITY COUNCIL APPROVAL= CABINETCAB= CAPPED IRON ROD SETCIRSL4L3L5L6L71ƒ :10.00'6ƒ :9.00'1ƒ :20.02'1ƒ (9.04'1ƒ :385.66' OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXAS BO ARD OF PRO FESSIONAL ENG I NEERS, FIR M REGIST RAT I ON #47 0CONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX ””””””¾”””¾””C2.00GENERAL NOTES OPTION 1 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX LEGENDNOTESC3.00SITE & UTILITY PLAN OPTION 1 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX LEGENDGRADING NOTESRETAINING WALL GRADING DETAILC4.00GRADING PLAN OPTION 1 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)0.3811.7720.0530.42O10.41O2OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX NOTESLEGENDC5.00EXISTING DRAINAGE AREA MAP OPTION 1 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)1.7220.41O20.36O1b0.3810.0530.0540.06O1aOLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX NOTESLEGENDC5.01PROPOSED DRAINAGE AREA MAP OPTION 1 6156206256306356406456506156206256306356406456500+000+501+001+50OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC5.02 STORM DRAINAGE PLAN  NOTESLEGENDLINE SD-2(STA 0+00 TO END)HORIZ. SCALE: 1" = 40'VERT. SCALE: 1" = 4' N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)SFSFSFSFSFSFSFSFSFSF OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470CONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC6.00 EROSION CONTROL PLAN  LEGENDNOTESSFEROSION & SEDIMENT CONTROL NOTES“” “” OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470CONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC7.00 CONSTRUCTION DETAILS    RW2RW2NOTE FROM FALKOFSKE: This plan was developed directly from Pape-Dawson Grading and Drainage Plan dated March 9, 2022, sheet C4.00. This plan is for the sole purpose of showing what retaining wall sections to use where and to comment on the site as necessary with regards to the retaining walls. Contractor shall review final Civil Plans for other notes with regard to the site prior to constructing Masonry Stone Retaining Walls.SEE 2/RW2- 3/RW2 FOR PIPETHROUGHWALLDETAIL 3.2 Excavationa.If a mortared footing is over-excavated, then the dimension stone shall be placed mortared. If adry stone footing is over excavated, then the dimension stone does not need to be mortared.b. Fill over-excavated area in front of the wall footing with compacted on site soils before the wallconstruction exceeds 4 feet in height.c. In areas where the walls are installed in a cut, the required excavation shall extend horizontally tothe extent of the width of the retaining wall. The wall may be built to the cut. If the wall is overcut, then soil shall either be compacted or the drainage zone may be widened. 3.3 Wall Constructiona. The wall shall be constructed to the dimensions as shown on these plans. Front leads, backleads,and string lines shall be set for each wall. Care shall be taken to install the mortar zonesthe correct thickness, and to place drainage behind the wall as required.b. Control joints shall be installed at a maximum of 16'-0" o.c. per these plans.c. Weep pipes shall be placed at 8'-0" o.c. max.d. Face rock type shall be coordinated between the architect, owner, and retaining wall contractor.3.4 Retained Backfill Placementa. Retained backfill shall be placed per the recommendations of the geotechnical engineer, butshould not be less than 93% Standard Proctor Maximum Dry Density (ASTM D698).b. Fill should be placed in maximum 8" thick compacted lifts.c. Large compaction equipment (equipment heavier than 7,500 lb) shall remain a minimum of 1.5xthe height of the wall away from the back of the wall for a period of 2 weeks from the time ofconstruction.d. After a period of 2 weeks from the time of construction large compaction equipment may be usedbehind the wall but shall stay a minimum of 5'-0" away from the back of the wall.e. Soil placed with in 5'-0" of the back of the wall shall be placed using handheld compactionequipment.f. If the wall is in a cut situation the wall may be built up to the cut. If the wall is overcut the drainagezone may be widened to the cut or compacted fill may be placed between the drainage zone andthe cut.3.6 Retaining Wall Performance, Maintenance, and Other Commentsa. Control joints are provided in the retaining wall to allow for minor movements due to settlementand shrink swell of the soils. Some cracking may occur in the face of the retaining wall. Thiscracking, if minor (less than 3/8"), may be cosmetically repaired as desired.b. The retaining walls are designed to allow surface water to flow over the tops of the retaining walls.Care should be taken during and after construction to not allow water to pond behind the retainingwalls, as this can have a negative impact on the stability of the retaining walls.c. If downspouts are located near the back of the retaining wall they should either be plumbedthrough the retaining wall to drain below the wall or collected and tied into the storm sewersystem. Perforated subsurface pipes shall not be used behind the retaining walls.d. Positive drainage over the top of the walls shall be maintained throughout the life of the structure.If swales are placed behind the wall they shall remain clean and free draining. If water is found tobe ponding in the swale it shall be fixed to allow water to freely drain as soon as possible.e. Any broken sprinklers behind the retaining wall shall be turned off and repaired as soon aspossible.3.7 Cold Weather Construction of Retaining WallsConstruction Requirements for temperatures between 40°F and 32°F:a. Water and aggregates used in mortar shall not be heated above 140°F.b. Mortar sand or mixing water shall be heated to produce mortar temperatures between 40°F and120°F at the time of mixing.Construction Requirements for temperatures between 32°F and 25°F:a. The guidelines above for construction requirements for temperatures between 40°F and 32°F andthe following shall be met.b. The mortar temperature shall be maintained above freezing until used in masonry stone retainingwall.c. Visible ice and snow shall be removed from the top surface of existing foundations and masonry toreceive new construction. These surfaces shall be heated to above freezing, using methods thatdo not result in damage.d. Newly constructed masonry shall be completely covered with weather-resistive membrane for 48hours after being completed.Construction Requirements for temperatures between 25°F and 20°F:a. The guidelines above for construction requirements for temperatures between 40°F and 32°F, theconstruction guidelines for temperatures between 32°F and 25°F , and the following shall be met.b. Masonry (raw stone) surfaces under construction shall be heated to 40°F.c. Wind breaks or enclosures shall be provided when the wind velocity exceeds 15 miles per hour.d. Newly constructed masonry shall be completely covered with weather-resistive insulating blankets,or equal protection, for 48 hours after being completed.The above procedures comes from sections 2104.3.2.1, 2104.3.2.2, 2104.3.2.3, 2104.3.3.3, and 2104.3.3.4of the International Building Code, and is in compliance with Masonry Standards Joint Committeerecommendations for cold weather construction of masonry structures.4. Construction Observations4.1 Construction Observations by Falkofske Engineering, Inc.a. Falkofske Engineering, Inc. will perform construction observation, but only as a meansof verification of the contractors quality control performance.b. Falkofske Engineering, Inc. will act as the Special Inspector for this project. Contractorshall contact Falkofske Engineering to set up inspections, at least 1 day beforeconstruction starts.c. All required materials testing shall be performed by an approved materials testinglaboratory.d. Falkofske Engineering, inc. is not responsible for means, methods, and materialfurnished by the retaining wall contractor. 4.2 Construction Observations by Othersa. Construction observations as required by the city shall be coordinated by the contractor.GENERAL NOTES1. Design1.1.Design CodesInternational Building Code, 2018 Edition1.2.Geotechnical ReportFirm:_____SE&T___________________________________________________________Report No.__141GX8KK12___________________ Dated:___August 21, 2012________________Allowable Bearing Capacity _______1500 psf___________1.3.Design ParametersSoil Parameters:Soil Type* Friction Angle Cohesion (psf) Unit Weight (pcf)Retained Backfill (On site clay) 28 deg 0 psf 120 pcfFoundation Soils (1500 psf)28 deg 0 psf 120 pcf*See materials below for a description of each Soil Type.Factors of Safety:External Stabilitya. Minimum Factor of Safety Against Base Sliding (Static Condition) 1.5b. Minimum Factor of Safety Against Overturning 2.0c. Minimum Factor of Safety Against Global Stability 1.5d. Minimum Factor of Safety for Bearing Capacity 3.0Design Loading:Lateral earth pressures are calculated using Coulombs Lateral Earth Pressure Theory. Designs have been performed to accept loading per the proposed loading conditions based on the Civil Grading Plans. A live loading of 250 psf has been used for all walls supporting areas subject to firelane loading.Retaining walls should not have solid fence (such as wood fence) placed on top of wall other than that shown on these plans. Retaining walls shall not have additional surcharge placed above wall other than that shown on these plans. Retaining walls shall not have slope at base or top of wall that exceed that which is shown on these plans. The retaining walls noted above require special design.2.Materials2.1.Soil Typesa. Retained Backfilla.a. On site clayey soilsa.b. Properly compacted on-site fill soils, verification by others.a.c. Free draining granular backfill, clean, non-plastic, relatively well-graded.b. Foundation Soils ( Allowable Bearing = 1500 psf min)b.a. Bearing on Stiff Natural Undisturbed Clayey or Sandy Soils or Compacted and Tested Fill Soilsb.b. Friction Angle between Base of Wall and Soil - 17 degb.c. Bearing in fill soils. Fill soils supporting the retaining walls hall be placed in accordance with the recommendations for thefill placement per the geotechincal report.c. Drainage Materialc.a. Free draining granular backfill, clean, non-plastic, relatively well-graded. 2.2. Dimension Stonea. Average Density of masonry wall varies from 135pcf to 145pcf.b. Stone size varies from 4" to 18".c. Face stone shall be coordinated between contractor and owner/developer.d. Recycled concrete 4" to 18" may be used in place of dimension stone, contractors option.2.3. Rebar/Welded Wire Fabric (If Required)a. All steel reinforcement shall be new billet steel conforming to ASTM A-615, Grade 60 with fy=60ksi.b. All reinforcement shall not have deleterious material on it.c. All welded wire fabric shall have minimum fy=65ksi and be hot dip galvanized. 2.4. Drainage Materialsa. Weep pipes shall be PVC or corrugated HDPE pipe.b. Drainage zone shall be separated from retained backfill by mirafi 140N filter fabric orapproved equal. 2.5 Portland Cement Mortar for Retaining Wall Construction.The portland cement mortar used for construction of the masonry stone retaining walls shall be provided with the following proportions per cubic yard of concrete. The portland cement mortar supplier shall provide "batch tickets" clearly indicating that the appropriate amount of materials are provided in each truck load. The batch tickets shall clearly indicate the amount batched, the date, the project name and shall be provided to Falkofske Engineering, Inc. for review, documentation, and file.Contents Amount per cubic yard Specific Gravity Volume ft^3Type 1 Portland cement: 451 lbs 3.15 2.29Type F Fly Ash 113 lbs 2.93 0.62Fine Aggregate (sand): 2746 lbs 2.59 16.99Potable Water 367 lbs 44 Gallons 5.88Sika Air (or equivalent) (AS REQ'D) oz 4.5% 1.2227.0 TotalNote: the portland cement mortar supplier material weights may vary slightly based on the specific gravity of the materials used.Concrete retarders may be used at the discretion of the masonry wall contractor. A greater amount of retarder is typically used during hot periods and a less amount of retarder is typically used during cool weather.Please note that the above proportions will provide a portland cement mortar with a compressive strength of about f'c = 2500 psi. Falkofske Engineering, Inc. does not require any concrete testing provided the above proportions are verified by way of the "batch tickets".3. Construction3.1 Preparation Worka. Prior to grading or excavation of the site, confirm the location of the retaining walls and allunderground features, including utility location within the area of construction. Ensuresurrounding structures are protected from effects of wall excavation, and construction.b. Coordinate installation of underground utilities and other improvements with wall installation. ββ1ФaФpδqα 34576891112131415161819263132343637515254606169717376787980N81°15'08"E'266.15'818384858086874342822763676470656866625958575655535049484647434445383940412225302829353372747517212023241087SHEETTR1 of 3TREE SURVEY# PLAN REVIEW REVISIONS BY DATE Bar is one inch on originaldrawing. If not one inch on thissheet, adjust scale as necessary.PROJECTOne InchCity Colleyville, Tarrant County, Texas Old Grove, Ph. 2TBI013Tree Survey Plan - Option 1 34576891112131415161819263132343637515254606169717376787980N81°15'08"E'266.15'81838485808687434282276367647065686662595857565553504948464743444538394041222530282935337274751721202324107868SHEETTR2 of 3TREE SURVEY# PLAN REVIEW REVISIONS BY DATE Bar is one inch on originaldrawing. If not one inch on thissheet, adjust scale as necessary.PROJECTOne InchCity Colleyville, Tarrant County, Texas Tree Mitigation Plan - Option 1 Old Grove, Ph. 1TBI013 34576891112131415161819263132343637515254606169717376787980N89°54'50"E'238.55' S0°03'30"W'163.23'S89°54'50"W'194.00'N15°12'36"W'169.09'N15°12'36"W'63.85'N61°23'59"E'1.55'N0°05'59"W'71.04'N81°17'06"E'267.80' S0°03'30"W'226.46' N61°20'20"E'136.75' N5 0 ° 5 0 ' 0 0 " E ' 13 6 . 3 1 ' N6 5 ° 3 7 ' 0 4 " E ' 32. 7 7 'N81°15'08"E'266.15'818384858086874342822763676470656866625958575655535049484647434445383940412225302829353372747517212023241068SHEETTR3 of 3TREE SURVEY# PLAN REVIEW REVISIONS BY DATE Bar is one inch on originaldrawing. If not one inch on thissheet, adjust scale as necessary.PROJECTOne InchCity Colleyville, Tarrant County, Texas Tree Protection Plan - Option 1 Old Grove, Ph. 2TBI013 FORESTTIMBERIDGEOAK WOODS SAYERS GREEN VALLEY NEIL JILLSMITH FORDHUNTHOWARD PERKINSKIRK RUMFIELD HILLCREST Northfield Park SPRING HILL RIDGE HIGHTOWER BOCARATONEVERGLADE NICOLEBRADL E Y MARTI W E E P I N G W I L L O W PHILLIPEVANREESE ASHLEYJOHN WOODRIDGESUNSETTIMBERCHE R O K E EFRANKLIN BANDIT LILAC CONTINENTAL OAK H U R S T WOODRIDGEFRON T I E R BANDIT WAGON WHEEL SAGE BRUSH TUMBLEWEED CTOVERLANDVIRGINI A ADAMS MADIS O N JOHN McGANMONTICELLOM O N R O E HARRISON JEFFERSONROCH E L L E WASHI N G T O N HOLLYMI X CEDARJO WILLCUTTERCURTISHERBERTMcDONWELL SCHOOL LAVACA LOCKETT ESTESHUNTERHUNTER CTCOLTSNECKBETTINGERVAN OAKS WESTCOATWHITE VALL E Y VI E W OAK HILLSOAK CREST HILL OAK VALLEY LLOYD BILL'SFRYRUST IC LAKEVIEWELMLIVEOAK SMITHFIELD GLADEVILLAGEPARKHUNTERSHELTON BEVERLY LETA BENT TREECOLLEYVILLE HILLSIDE EUDALY FIELD THOMAS LAUREL OAKS BOGART CENTRAL BEDFORDJO CAROL GARRY LYNNE GLADEOAK TIMBERCHERRY STAFFORDMANNINGBEHRENSSHADYAVONDALEPONDEROSACOOKWALLERPARKRONNAHARDAGE TARRANT INDUSTRIAL SANDERSPONDEROSAKINGSTONTINKEREMERALDDIAMONDKELLERSHADY GROVE LIMIT TAHLEQUAHELLIS KIRK LN TAMIAMISTONECREST CRESTVIEW JEFFERYCATOTIMBER LNCHURCHBRANSFORD PLEASANT RUNRIDINGWOOD CHAPARRAL AVALON ARTHURBLUEBONNETHALL - JOHNSON JOHN McCAIN JOHN McCAIN CITYWINDSWEPT COLLEYVILLEDAVIS BLVD.COVENTRYBROOKPEYTONVILLE SCOLLEYVILLE WANDA5.3SOUTHLAKEKELLER LIMIT LIMIT SOUTHLAKE CITYLIMIT5.7COLL E Y VI L L E SOUT H L A K E CITY HIALEAH NORTHTUMBLEWEED Bluebonnet Hills Memorial Park CemeteryCOTTONBELTBE A R B IG TIMBERLINE N TIMBERLINE S CHUCK GARY ASHCRAFT ELM TIMBERLAKETERRELL NORTH FIELD WHITNEY WAY LOWERIEAPPLEVALLEYGLADE CREEKSHADYWOODCHIMNEY WOODS SHILOHHILLTILLMANLEESBURGINDIANKNOLLTRAILCLARABUCKNERTARR A N T WOODLANDEMBEROAKCLOVERLEAFBURSEY FIR E S I D E BROOK STONY BRO O K ROYAL RIDGE MEADOWBROOKQUAILS PATHQUALITY HILLCity ParkPLEASANTRUN MARANATHAWESTCOATSCHOOLMcDONWELL RIDGEBRANSFORDEMERALD CT CENTER PA R K RENFROCOVENTRY PLACEGATEHOUSE Pop 12,724 1938 26HILLSRICHLAND1938 CITY PARK WAY MURPHY GLADEDART (SSW) DART ROSEGRAND OAKSCLAY HIBBINSLI T T L T E GREENWOOD CONTINENTAL 3029 3.9PRECINCT LINECREEK HELEN CREEK CTINDIAN CREEK1.8CITYLIMITLIMI T CI T Y CITYCOLLEYVILLE LOCATION MAP OLD GROVE - GRADING AND DRAINAGE PD JOB NO. 61233-02 OLD GROVE - GRADING AND DRAINAGE - OPTION 2COLLEYVILLE, TARRANT COUNTY, TEXAS TOLL DALLAS TX, LLC 2555 SW GRAPEVINE PKWY, STE 100 GRAPEVINE, TEXAS 76051 SITE C0.00 CONSTRUCTION DOCUMENTS TEX AS BO ARD OF PRO FE SSIO NA L EN GINEE R S FIRM REG I ST R AT IO N #4 7 0 6 5 0 0 W E S T F W Y , S T E 7 0 0 F O R T W O R T H , T X 7 6 1 1 6 8 1 7 .8 7 0 .3 6 6 8 F O R T W O R T H S A N A N T O N I O A U S T I N H O U S T O N D A L L A S MARCH 2022 THIS DOCUMENT IS RELEASED FOR "REVIEW PURPOSES" UNDER THE AUTHORIZATION OF BRANDON O'DONALD, P.E. #90241 MARCH 31, 2022. IT IS NOT FOR CONSTRUCTION OR PERMIT PURPOSES. THIS DOCUMENT IS RELEASED FOR "REVIEW PURPOSES" UNDER THE AUTHORIZATION OF MATTHEW L. MALY, P.E. #120494 MARCH 31, 2022. IT IS NOT FOR CONSTRUCTION OR PERMIT PURPOSES. SHEET INDEX SHEET DESCRIPTION SHEET NO. COVER SHEET C0.00 FINAL PLAT C1.00 GENERAL NOTES C2.00 SITE & UTILITY PLAN C3.00 GRADING PLAN C4.00 EXISTING DRAINAGE AREA MAP C5.00 PROPOSED DRAINAGE AREA MAP C5.01 STORM DRAINAGE PLAN C5.02 EROSION CONTROL PLAN C6.00 CONSTRUCTION DETAILS C7.00 CIVIL CONSTRUCTION PLANS OPTION 2 N 80°18'50" E 267.95'N 01°05'15" W 71.04'SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSSL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SLSLSLSLSLSLSLSLSLSLS 89°00'13" W 194.02'N 16°10'52" W 248.30'S 00°51'07" E 417.47'CIRS1/2"IRFCIRS1/2"CIRF"BEASLEY"1/2"IRFCIRS1/2"IRF1/2"CIRF"RPLS4050"CIRS2.63'C1C2 CLCLCLCLCLCLLOT 1, BLOCK EOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 9, BLOCK COLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 16, BLOCK AOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 3, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.CLCLCLCLCLCLCLCLCLCLCLJ O H N M c C A I N R O A DVARIABLE WIDTH RIGHT-OF-WAY(OPEN SPACE)LOT 17X, BLOCK AOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.D.J.BEDDO SURVEYABSTRACT NO. 232LOT 2, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.LOT 1, BLOCK 1NEIDHOLT ADDITIONVOL. 388-123, PG. 64P.R.T.C.T.RIGHT-OF-WAY DEDICATIONVOL. 388-123, PG. 64P.R.T.C.T.ABANDONED BYCC#________________O.P.R.T.C.T.LOT 2X, BLOCK EOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.RIGHT-OF-WAY DEDICATIONVOL. 388-123, PG. 64P.R.T.C.T.B L O C K E10' BUILDING LINEL O T 11.09 ACRES47,390 SQ. FEETL O T 20.81 ACRES35,419 SQ. FEET10' UTILITY EASEMENTCAB. A, PG. 9807 P.R.T.C.T.10' BUILDING LINE10' BUILDING LINE25' BUILDING LINE25' BUILDING LINE16' DRAINAGE & UTILITY EASEMENT 25' BUILDING LINE 5' UTILITY EASEMENTCAB. A, PG. 9807P.R.T.C.T.10' BUILDING LINE25' BUILDING LINE 10' UTILITY EASEMENTCAB. A, PG. 9807P.R.T.C.T.TRAILEASEMENT33.76'35.23'1ƒ ( 29.38'C A S T I R O N F O R E S T R O A DVARIABLE WIDTH RIGHT-OF-WAYCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLRIGHT-OF-WAYDEDICATION13 SQ. FEET(SEE DETAIL)N 60°22'47" E1.55'S 85°34'15" E25.0'25.0'25.0'22.5'LOT 5, BLOCK DOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.LOT 6, BLOCK DOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.W A T E R F A L L C O U R T50' RIGHT-OF-WAYCLCLCLCLCLCLCLLOT 1X, BLOCK FOLD GROVE ADDITIONCAB. A, PG. 9807P.R.T.C.T.S T I L L W A T E R C I R C L E40' RIGHT-OF-WAYPOBN:7016829.68E:2377158.68N:7017250.68E:2377343.8410' UTILITY EASEMENTVOL. 388-123, PG. 64 P.R.T.C.T.10' UTILITY EASEMENT VOL. 388-123, PG. 64 P.R.T.C.T.LOT 20, BLOCK CWESTMONTCAB.A, PG. 6060/6061P.R.T.C.T.LOT 19, BLOCK CWESTMONTCAB.A, PG. 6060/6061P.R.T.C.T.RIGHT-OF-WAY DEDICATIONCAB. A, PG. 6060/6061P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 6060/6061P.R.T.C.T.WILLIAM E. CROOKS SURVEYABSTRACT NO. 295MARY M. FREEMAN SURVEYABSTRACT NO. 533ROBERT WILLIAMS SURVEYABSTRACT NO. 167412' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 6060/6061P.R.T.C.T.12' DRAINAGE & UTILITY EASEMENTCAB. A, PG. 6060/6061 P.R.T.C.T.10' UTILITY EASEMENTVOL. 388-123, PG. 64 P.R.T.C.T.41.82'4.41'L3L4L O T 4 XOPEN SPACE0.09 ACRES3,935 SQ. FEET20' UTILITYEASEMENTL O T 3XOPEN SPACE0.21 ACRES9,058 SQ. FEET29' TRAILROW4.89'66.15'1ƒ ( 20.00'20.72'203.72' 160.00'165.73'1ƒ ( L5 L6L7 L8L9 16.00'CIRS1/2"CIRF"RPLS4050"L1L2C3CLCLCLCLCLCL23.5'RIGHT-OF-WAYDEDICATION13 SQ. FEET25.0'25.0'SITELOCATIONPLEASANT RUN RDL D LOCKETT RDPRECINCT LINE RD DAVIS BLVDMcDONWELL SCHOOL RDOLD GROVE RDBANDIT TRAILJOHN McCAIN RDCAST IRONFOREST TRAILDrafterProjectDateTAR/BE03/30/20221912.003-04VICINITY MAP(NOT TO SCALE)EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009ENGINEERPape-Dawson Engineers, Inc.One Ridgmar Centre6500 West Fwy, Suite 700Fort Worth, TX 76116(817) 870-3668= DOCUMENT NUMBERDOC. NO.= CAPPED IRON ROD FOUNDCIRFDEED RECORDS,D.R.D.C.T.= VOLUMEVOL= PAGEPGDENTON COUNTY, TEXAS=OFFICIAL PUBLIC RECORDS,O.P.R.D.C.T.DENTON COUNTY, TEXAS=LEGEND= POINT OF BEGINNINGPOBPRELIMINARYthis document shall not be recordedfor any purpose and shall not beused or viewed or relied upon as afinal survey document= IRON ROD FOUNDIRFOWNERToll Dallas TX, LLC2557 Grapevine Parkway, Suite 100Grapevine, TX 76051(817)329-8770PAGE 1 OF 1NCURVE TABLECURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC137.35'245.00'ƒ 1ƒ :37.32'C229.38'75.00'ƒ 1ƒ :29.19'C327.04'244.70'ƒ 6ƒ (27.02'1.) The purpose of this plat is to reconfigure former Lots 1 & 2 of the NeidholtAddition to face Cast Iron Forest Trail instead of John McCain Road, and toinclude Lot 2X, Block E of Old Grove Addition, and to dedicate easements andright-of-way.2.)This property is located in "Non-shaded Zone X" according to the F.E.M.A. FloodInsurance Rate Map dated September 25, 2009 as shown on Map Number48439C0095K.3.)The grid coordinates shown on this plat are based on GPS observations utilizingthe AllTerra RTK Network. North American Datum of 1983 (AdjsutmentRealization of 2011).4.)Selling a portion of this addition by metes and bounds is a violation of CityOrdinance and State Law, and is subject to fines and/or withholding of utilitiesand building permits.5.) All interior property corners are marked with a 1/2-inch iron rod with a greenplastic cap stamped "EAGLE SURVEYING" unless noted otherwise.6.)The bearings shown on this plat are based on GPS observations utilizing theAllTerra RTK Network. North American Datum of 1983 (Adjsutment Realizationof 2011).7.)DRAINAGE EASEMENT RESTRICTION: No construction of filling, without thewritten approval of the City of Colleyville shall be allowed within a drainageeasement, and then only after detailed engineering plans and studies show thatno flooding will result, that no obstruction to the natural flow of water will result,and subject to all owners of property affected by such construction becoming aparty to the request. Where construction is permitted. All finished floor elevationsshall be a minimum of two (2) feet above the 100-year flood elevation.8.)UTILITY EASEMENTS: Any public utility, including the City of Colleyville, shallhave the right to move and keep removed all part of any building, fence, shrubs,other growths or improvements which in any way endanger or interfere with theconstruction, maintenance, or efficiency of it's respective systems on any of theutility easements shown on the plat; and any public utility, including the City ofColleyville, shall have the right at all times of ingress and egress to and from andupon said utility easement of the purpose of construction, reconstruction,inspection, patrolling, maintaining and adding to or removing all or part of itsrespective systems without the necessity at any time of procuring the permissionof anyone.9.)The maintenance of all drainage and utility easements located on privateproperty are the responsibility of the owner.10.) Open Space Lot 3X & Lot 4X, Block E, to be maintained by HOA.GENERAL NOTESLINE TABLELINEBEARINGDISTANCEL11ƒ :26.62'L21ƒ (1.55'DETAILSCALE 1" = 10'NOWNER'S CERTIFICATE & DEDICATIONSTATE OF TEXAS§COUNTY OF TARRANT§WHEREAS, TOLL DALLAS TX, LLC, is the owner of a 2.20 acre tract of land out of the D.J. Beddo Survey, Abstract Number 232,City of Colleyville, Tarrant County, Texas, being all of Lot 2X, Block E of Old Grove Addition, a subdivision of record in Cabinet A,Page 9807 of the Plat Records of Tarrant County, Texas, all of Lots 1 and 2, Block 1, and a portion of a Right-of-Way Dedication ofNeidholt Addition, a subdivision of record in Volume 388-123, Page 64 of said Plat Records, and being more particularly describedby metes and bounds as follows:BEGINNING, at a 1/2" iron rod found in the East Right-of-Way line of Cast Iron Forest Road (Variable Width R.O.W.) being theNorthwest corner of Lot 16, Block A of Old Grove Addition, also being the Southwest corner of Lot 1, Block 1 of Neidholt Addition;THENCE1ƒ :DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH:HVWOLQHRI/RW%ORFNRI1HLGKROWAddition in part, also being the West line of the Right-of-Way Dedication of Neidholt Addition a distance of 248.30 feet to a 1/2" ironURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH1RUWKZHVWFRUQHURIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROWAddition;THENCE1ƒ (DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH1RUWKOLQHRIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROW$GGLWLRQDGLVWDQFHRIIHHWWRDLURQURGZLWKD\HOORZSODVWLFFDSVWDPSHG³53/6´IRXQGDWWKHSouthwest corner of Lot 2X, Block E of Old Grove Addition, also being the beginning of a non-tangent curve to the right;THENCE, leaving the North line of the Right-of-Way dedication of Neidholt Addition along the East Right-of-Way line of Cast IronForest Road, being the West line of Lot 2X, Block E of Old Grove Addition, along said non-tangent curve to the right, having a radiusRIIHHWDFKRUGEHDULQJRI1ƒ :DFKRUGOHQJWKRIIHHWDGHOWDDQJOHRIƒ DQDUFOHQJWKRIIHHWWRDLURQURGZLWK\HOORZSODVWLFFDSVWDPSHG³%($6/(<´IRXQGTHENCE1ƒ :DORQJWKH(DVW5LJKWRI:D\OLQHRI&DVW,URQ)RUHVW5RDGEHLQJWKH:HVWOLQHRI/RW;%ORFN(RI2OGGrove Addition, a distance of 71.04 feet to a 1/2" iron rod at the beginning of a non-tangent curve to the left;THENCE, along the East Right-of-Way line of Cast Iron Forest Road, being the West line of Lot 2X, Block E of Old Grove Addition,DORQJVDLGQRQWDQJHQWFXUYHWRWKHOHIWKDYLQJDUDGLXVRIIHHWDFKRUGEHDULQJRI1ƒ :DFKRUGOHQJWKRIIHHWDGHOWDDQJOHRIƒ DQDUFOHQJWKRIIHHWWRDLURQURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH6RXWKZHVWFRUQHURI/RW%ORFN(RI2OG*URYH$GGLWLRQEHLQJWKH1RUWKZHVWFRUQHURI/RW;%ORFN(RIOld Grove Addition;THENCE1ƒ (DORQJWKH6RXWKOLQHRI/RW%ORFN(RI2OG*URYH$GGLWLRQEHLQJWKH1RUWKOLQHRI/RW;%ORFN(RI2OGGrove Addition, a distance of 267.95 feet to a 1/2" iron rod found in the Southwest Right-of-Way line of John McCain Road (VariableWidth Right-of-Way) being the Southeast corner of Lot 1, Block E of Old Grove Addition, also being the East corner of Lot 2X, BlockE of Old Grove Addition, also being a point in the North line of the Right-of-Way Dedication of Neidholt Addition;THENCE6ƒ (DORQJWKH6RXWKZHVW5LJKWRI:D\OLQHRI-RKQ0F&DLQ5RDGEHLQJWKH1RUWKOLQHRIWKH5LJKWRI:D\'HGLFDWLRQRI1HLGKROW$GGLWLRQDGLVWDQFHRIDGLVWDQFHRIIHHWWRDLURQURGZLWKJUHHQFDSVWDPSHG³($*/(6859(<,1*´VHWDWWKH1RUWKHDVWFRUQHUKHUHRITHENCE6ƒ (OHDYLQJWKH6RXWK5LJKWRI:D\OLQHRI-RKQ0F&DLQ5RDGRYHUDQGDFURVVWKH5LJKWRI:D\GHGLFDWLRQRINeidholt Addition in part, passing the Northwest corner of Lot 3, Block 1 of Neidholt Addition, being the Northeast corner ofLot 2, Block 1 of Neidholt Addition, continuing along the West line of Lot 3, Block 1 of Neidholt Addition, being the East line of/RW%ORFNRI1HLGKROW$GGLWLRQDGLVWDQFHRIIHHWWRDLURQURGZLWKJUHHQSODVWLFFDSVWDPSHG³($*/(6859(<,1*´VHWLQWKH1RUWKOLQHRI/RW;%ORFN$RI2OG*URYH$GGLWLRQEHLQJWKH6RXWKZHVWFRUQHURI/RW%ORFNRINeidholt Addition, also being the Southeast corner of Lot 2, Block 1 of Neidholt Addition;THENCE6ƒ :DORQJWKH6RXWKOLQHVRI/RWVDQG%ORFNRI1HLGKROW$GGLWLRQEHLQJWKH1RUWKOLQHRI/RW;%ORFN$of Old Grove Addition in part, also being the North lien of Lot 16, Block A of Old Grove Addition in part, a distance of 194.02 feet tothe POINT OF BEGINNING and containing an area of 2.20 Acres, or (95815 Square Feet) of land, more or less.NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:THAT, TOLL DALLAS TX, LLC, does hereby adopt this plat, designating herein described property as OLD GROVE ADDITION,PHASE II an addition to the City of Colleyville, Tarrant County, Texas, and do hereby dedicate fee simple to the public use foreverall streets, rights-of-way, and alleys shown thereon, and do hereby reserve the easements shown on this plat for the mutual use andaccommodation of all public utilities desiring to use or using the same. Any public utility shall have the right to remove and keepremoved all or part of any buildings, fences, trees, shrubs or other improvements or growths in which any way endanger or interferewith the construction , maintenance or efficiency of its respective systems on any of these easements, and any public utility shall atall times have the right of ingress and egress to and from and upon the said easement for the purpose of constructing,reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This platapproved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.OWNER: TOLL DALLAS TX, LLC, a Texas limited liability companyBY: ___________________________________________________________ Authorized Agent DateNAME: _________________________________ Print nameSTATE OF TEXAS§COUNTY OF ____________§BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be theperson whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for thepurposes and considerations therein expressed and in the capacity therein stated.GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2022._________________________________________Notary Public in and for the State of TexasCERTIFICATE OF SURVEYORSTATE OF TEXAS§COUNTY OF DENTON§I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual surveymade on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic capsstamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the TexasAdministrative Code and the Ordinances of the City of Colleyville, Tarrant County, Texas.________________________________________________________Matthew Raabe, R.P.L.S. # 6402 DateREPLATOLD GROVE ADDITION, PHASE IILOTS 1, 2, 3X & 4X, BLOCK E2.20 ACRESA REPLAT OF LOTS 1 & 2, BLOCK 1 OF NEIDHOLT ADDITIONRECORDED IN VOLUME 388-123, PAGE 64, P.R.T.C.T.AND LOT 2X, BLOCK E OF OLD GROVE ADDITIONRECORDED IN CABINET A, PAGE 9807, P.R.T.C.T.,D.J. BEDDO SURVEY, ABSTRACT NO. 232,CITY OF COLLEYVILLE, TARRANT COUNTY, TEXAS1" = 30'03015Whereas, the Planning and Zoning Commission of the City of Colleyville, Texasvoted affirmatively on this _____ day of _________, 2022 to approve this plat.__________________________________________Chairman, Planning and Zoning Commission__________________________________________Attest: Secretary, Planning and Zoning CommissionPLANNING AND ZONING COMMISSION APPROVALWhereas, the City Council of the City of Colleyville, Texas voted affirmatively on this_____ day of _________, 2022 to approve this plat.__________________________________________Mayor, City of Colleyville__________________________________________Attest: City SecretaryCITY COUNCIL APPROVAL= CABINETCAB= CAPPED IRON ROD SETCIRSL36ƒ 642.10'L41ƒ : 5.25'L6L5L7L8L91ƒ :20.00'6ƒ :9.00'1ƒ :20.02'1ƒ (9.04'1ƒ :375.66' ””””””¾”””¾””OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXAS BO ARD OF PRO FESSIONAL ENG I NEERS, FIR M REGIST RAT I ON #47 0CONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC2.00GENERAL NOTES OPTION 2 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX LEGENDNOTESC3.00SITE & UTILITY PLAN OPTION 2 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX LEGENDGRADING NOTESRETAINING WALL GRADING DETAILC4.00GRADING PLAN OPTION 2 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)0.3811.7720.0530.42O10.41O2OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX NOTESLEGENDC5.00EXISTING DRAINAGE AREA MAP OPTION 2 N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)0.0530.41O21.71O20.3810.36O1b0.0640.05O1aOLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TX NOTESLEGENDC5.01PROPOSED DRAINAGE AREA MAP OPTION 2 6156206256306356406456506156206256306356406456500+000+501+001+502+00OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470 UTILITY NOTECONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC5.02 STORM DRAINAGE PLAN  NOTESLEGENDLINE SD-2(STA 0+00 TO END)HORIZ. SCALE: 1" = 40'VERT. SCALE: 1" = 4' N81°15'08"E'266.15'CAST IRON FOREST TRAIL(VARIABLE WIDTH RIGHT-OF-WAY)STILLWATER CIRCLE(40' RIGHT-OF-WAY)WATERFALL COURT(50' RIGHT-OF-WAY)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470CONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC6.00 EROSION CONTROL PLAN  LEGENDNOTESEROSION & SEDIMENT CONTROL NOTES“” “”SFLEGEND OLD GROVE - GRADING AND DRAINGE SEC OF STILLWATER CIRCLE AND CAST IRON FOREST TRAIL© ©6500 W FWY, STE 700 I FT. WORTH, TX 76116 I 817.870.3668 F O R T W O R T H I S A N A N T O N I O I A U S T I N I H O U S T O N I D A L L A S TEXA S BO AR D OF P RO FESSIONAL EN GI NEE RS, FIR M REGIST RAT I ON #470CONSTRUCTION PLANSTHIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFMATTHEW L. MALY,P.E. #120494 MARCH 31, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.COLLEYVILLE, TXC7.00 CONSTRUCTION DETAILS    RW2RW2NOTE FROM FALKOFSKE: This plan was developed directly from Pape-Dawson Grading and Drainage Plan dated March 9, 2022, sheet C4.00. This plan is for the sole purpose of showing what retaining wall sections to use where and to comment on the site as necessary with regards to the retaining walls. Contractor shall review final Civil Plans for other notes with regard to the site prior to constructing Masonry Stone Retaining Walls.SEE 2/RW2- 3/RW2 FOR PIPETHROUGHWALLDETAIL 3.2 Excavationa.If a mortared footing is over-excavated, then the dimension stone shall be placed mortared. If adry stone footing is over excavated, then the dimension stone does not need to be mortared.b. Fill over-excavated area in front of the wall footing with compacted on site soils before the wallconstruction exceeds 4 feet in height.c. In areas where the walls are installed in a cut, the required excavation shall extend horizontally tothe extent of the width of the retaining wall. The wall may be built to the cut. If the wall is overcut, then soil shall either be compacted or the drainage zone may be widened. 3.3 Wall Constructiona. The wall shall be constructed to the dimensions as shown on these plans. Front leads, backleads,and string lines shall be set for each wall. Care shall be taken to install the mortar zonesthe correct thickness, and to place drainage behind the wall as required.b. Control joints shall be installed at a maximum of 16'-0" o.c. per these plans.c. Weep pipes shall be placed at 8'-0" o.c. max.d. Face rock type shall be coordinated between the architect, owner, and retaining wall contractor.3.4 Retained Backfill Placementa. Retained backfill shall be placed per the recommendations of the geotechnical engineer, butshould not be less than 93% Standard Proctor Maximum Dry Density (ASTM D698).b. Fill should be placed in maximum 8" thick compacted lifts.c. Large compaction equipment (equipment heavier than 7,500 lb) shall remain a minimum of 1.5xthe height of the wall away from the back of the wall for a period of 2 weeks from the time ofconstruction.d. After a period of 2 weeks from the time of construction large compaction equipment may be usedbehind the wall but shall stay a minimum of 5'-0" away from the back of the wall.e. Soil placed with in 5'-0" of the back of the wall shall be placed using handheld compactionequipment.f. If the wall is in a cut situation the wall may be built up to the cut. If the wall is overcut the drainagezone may be widened to the cut or compacted fill may be placed between the drainage zone andthe cut.3.6 Retaining Wall Performance, Maintenance, and Other Commentsa. Control joints are provided in the retaining wall to allow for minor movements due to settlementand shrink swell of the soils. Some cracking may occur in the face of the retaining wall. Thiscracking, if minor (less than 3/8"), may be cosmetically repaired as desired.b. The retaining walls are designed to allow surface water to flow over the tops of the retaining walls.Care should be taken during and after construction to not allow water to pond behind the retainingwalls, as this can have a negative impact on the stability of the retaining walls.c. If downspouts are located near the back of the retaining wall they should either be plumbedthrough the retaining wall to drain below the wall or collected and tied into the storm sewersystem. Perforated subsurface pipes shall not be used behind the retaining walls.d. Positive drainage over the top of the walls shall be maintained throughout the life of the structure.If swales are placed behind the wall they shall remain clean and free draining. If water is found tobe ponding in the swale it shall be fixed to allow water to freely drain as soon as possible.e. Any broken sprinklers behind the retaining wall shall be turned off and repaired as soon aspossible.3.7 Cold Weather Construction of Retaining WallsConstruction Requirements for temperatures between 40°F and 32°F:a. Water and aggregates used in mortar shall not be heated above 140°F.b. Mortar sand or mixing water shall be heated to produce mortar temperatures between 40°F and120°F at the time of mixing.Construction Requirements for temperatures between 32°F and 25°F:a. The guidelines above for construction requirements for temperatures between 40°F and 32°F andthe following shall be met.b. The mortar temperature shall be maintained above freezing until used in masonry stone retainingwall.c. Visible ice and snow shall be removed from the top surface of existing foundations and masonry toreceive new construction. These surfaces shall be heated to above freezing, using methods thatdo not result in damage.d. Newly constructed masonry shall be completely covered with weather-resistive membrane for 48hours after being completed.Construction Requirements for temperatures between 25°F and 20°F:a. The guidelines above for construction requirements for temperatures between 40°F and 32°F, theconstruction guidelines for temperatures between 32°F and 25°F , and the following shall be met.b. Masonry (raw stone) surfaces under construction shall be heated to 40°F.c. Wind breaks or enclosures shall be provided when the wind velocity exceeds 15 miles per hour.d. Newly constructed masonry shall be completely covered with weather-resistive insulating blankets,or equal protection, for 48 hours after being completed.The above procedures comes from sections 2104.3.2.1, 2104.3.2.2, 2104.3.2.3, 2104.3.3.3, and 2104.3.3.4of the International Building Code, and is in compliance with Masonry Standards Joint Committeerecommendations for cold weather construction of masonry structures.4. Construction Observations4.1 Construction Observations by Falkofske Engineering, Inc.a. Falkofske Engineering, Inc. will perform construction observation, but only as a meansof verification of the contractors quality control performance.b. Falkofske Engineering, Inc. will act as the Special Inspector for this project. Contractorshall contact Falkofske Engineering to set up inspections, at least 1 day beforeconstruction starts.c. All required materials testing shall be performed by an approved materials testinglaboratory.d. Falkofske Engineering, inc. is not responsible for means, methods, and materialfurnished by the retaining wall contractor. 4.2 Construction Observations by Othersa. Construction observations as required by the city shall be coordinated by the contractor.GENERAL NOTES1. Design1.1.Design CodesInternational Building Code, 2018 Edition1.2.Geotechnical ReportFirm:_____SE&T___________________________________________________________Report No.__141GX8KK12___________________ Dated:___August 21, 2012________________Allowable Bearing Capacity _______1500 psf___________1.3.Design ParametersSoil Parameters:Soil Type* Friction Angle Cohesion (psf) Unit Weight (pcf)Retained Backfill (On site clay) 28 deg 0 psf 120 pcfFoundation Soils (1500 psf)28 deg 0 psf 120 pcf*See materials below for a description of each Soil Type.Factors of Safety:External Stabilitya. Minimum Factor of Safety Against Base Sliding (Static Condition) 1.5b. Minimum Factor of Safety Against Overturning 2.0c. Minimum Factor of Safety Against Global Stability 1.5d. Minimum Factor of Safety for Bearing Capacity 3.0Design Loading:Lateral earth pressures are calculated using Coulombs Lateral Earth Pressure Theory. Designs have been performed to accept loading per the proposed loading conditions based on the Civil Grading Plans. A live loading of 250 psf has been used for all walls supporting areas subject to firelane loading.Retaining walls should not have solid fence (such as wood fence) placed on top of wall other than that shown on these plans. Retaining walls shall not have additional surcharge placed above wall other than that shown on these plans. Retaining walls shall not have slope at base or top of wall that exceed that which is shown on these plans. The retaining walls noted above require special design.2.Materials2.1.Soil Typesa. Retained Backfilla.a. On site clayey soilsa.b. Properly compacted on-site fill soils, verification by others.a.c. Free draining granular backfill, clean, non-plastic, relatively well-graded.b. Foundation Soils ( Allowable Bearing = 1500 psf min)b.a. Bearing on Stiff Natural Undisturbed Clayey or Sandy Soils or Compacted and Tested Fill Soilsb.b. Friction Angle between Base of Wall and Soil - 17 degb.c. Bearing in fill soils. Fill soils supporting the retaining walls hall be placed in accordance with the recommendations for thefill placement per the geotechincal report.c. Drainage Materialc.a. Free draining granular backfill, clean, non-plastic, relatively well-graded. 2.2. Dimension Stonea. Average Density of masonry wall varies from 135pcf to 145pcf.b. Stone size varies from 4" to 18".c. Face stone shall be coordinated between contractor and owner/developer.d. Recycled concrete 4" to 18" may be used in place of dimension stone, contractors option.2.3. Rebar/Welded Wire Fabric (If Required)a. All steel reinforcement shall be new billet steel conforming to ASTM A-615, Grade 60 with fy=60ksi.b. All reinforcement shall not have deleterious material on it.c. All welded wire fabric shall have minimum fy=65ksi and be hot dip galvanized. 2.4. Drainage Materialsa. Weep pipes shall be PVC or corrugated HDPE pipe.b. Drainage zone shall be separated from retained backfill by mirafi 140N filter fabric orapproved equal. 2.5 Portland Cement Mortar for Retaining Wall Construction.The portland cement mortar used for construction of the masonry stone retaining walls shall be provided with the following proportions per cubic yard of concrete. The portland cement mortar supplier shall provide "batch tickets" clearly indicating that the appropriate amount of materials are provided in each truck load. The batch tickets shall clearly indicate the amount batched, the date, the project name and shall be provided to Falkofske Engineering, Inc. for review, documentation, and file.Contents Amount per cubic yard Specific Gravity Volume ft^3Type 1 Portland cement: 451 lbs 3.15 2.29Type F Fly Ash 113 lbs 2.93 0.62Fine Aggregate (sand): 2746 lbs 2.59 16.99Potable Water 367 lbs 44 Gallons 5.88Sika Air (or equivalent) (AS REQ'D) oz 4.5% 1.2227.0 TotalNote: the portland cement mortar supplier material weights may vary slightly based on the specific gravity of the materials used.Concrete retarders may be used at the discretion of the masonry wall contractor. A greater amount of retarder is typically used during hot periods and a less amount of retarder is typically used during cool weather.Please note that the above proportions will provide a portland cement mortar with a compressive strength of about f'c = 2500 psi. Falkofske Engineering, Inc. does not require any concrete testing provided the above proportions are verified by way of the "batch tickets".3. Construction3.1 Preparation Worka. Prior to grading or excavation of the site, confirm the location of the retaining walls and allunderground features, including utility location within the area of construction. Ensuresurrounding structures are protected from effects of wall excavation, and construction.b. Coordinate installation of underground utilities and other improvements with wall installation. ββ1ФaФpδqα S0°03'30"W'163.23'S89°54'50"W'194.00'N15°12'36"W'169.09'N15°12'36"W'63.85'N61°23'59"E'1.55'N0°05'59"W'71.04'N81°17'06"E'267.80' S0°03'30"W'226.46'N81°15'08"E'266.15'N89°54'50"E'243.12'34576891112131415161819263132343637515254606169717376787980818384858086874342822763676470656866625958575655535049484647434445383940412225302829353372747517212023241087SHEETTR1 of 3TREE SURVEY# PLAN REVIEW REVISIONS BY DATE 1 Bar is one inch on originaldrawing. If not one inch on thissheet, adjust scale as necessary.PROJECTOne InchCity Colleyville, Tarrant County, Texas Old Grove, Ph. 2TBI013Tree Survey Plan REVISED PER CIVIL CHANGES MRH 7-5-2018 S0°03'30"W'163.23'S89°54'50"W'194.00'N15°12'36"W'169.09'N15°12'36"W'63.85'N61°23'59"E'1.55'N0°05'59"W'71.04'N81°17'06"E'267.80' S0°03'30"W'226.46'N81°15'08"E'266.15'N89°54'50"E'243.12'3457689111213141516181926313234363751525460616971737678798081838485808687434282276367647065686662595857565553504948464743444538394041222530282935337274751721202324107868SHEETTR2 of 3TREE SURVEY# PLAN REVIEW REVISIONS BY DATE Bar is one inch on originaldrawing. If not one inch on thissheet, adjust scale as necessary.PROJECTOne InchCity Colleyville, Tarrant County, Texas Tree Mitigation Plan Old Grove, Ph. 2TBI0131REVISED PER CIVIL CHANGES MRH 7-5-2018 S0°03'30"W'163.23'S89°54'50"W'194.00'N15°12'36"W'169.09'N15°12'36"W'63.85'N61°23'59"E'1.55'N0°05'59"W'71.04'N81°17'06"E'267.80' S0°03'30"W'226.46'N81°15'08"E'266.15'N89°54'50"E'243.12'34576891112131415161819263132343637515254606169717376787980818384858086874342822763676470656866625958575655535049484647434445383940412225302829353372747517212023241068SHEETTR3 of 3TREE SURVEY# PLAN REVIEW REVISIONS BY DATE Bar is one inch on originaldrawing. If not one inch on thissheet, adjust scale as necessary.PROJECTOne InchCity Colleyville, Tarrant County, Texas Tree Protection Plan Old Grove, Ph. 2TBI0131REVISED PER CIVIL CHANGES MRH 7-5-2018 BA NDIT T R A I L RIVERPATHPR OVIDENCE R O A D VANGUARD COURTWESTMONTDRIVECOL D EN C OU RT COMP TON COURT OLD GROV E ROA D HILLIER COURTJOHNMCCAINROADSTILLWA TER C I R C L E CASTIRONFORESTTRAILFR EM O N T C O U R TBROADWOODLANEE V E N TID E W A Y HA V ER HILL LA NEWINDSWEPT TRAILHARDY LANE WA TERFA LL COUR T HAWKS RIDGE TRA IL Notification Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC22-005 K103 John McCain Road Subject Property 500ft Buffer Properties within 500ft NOTICE OF PUBLIC HEARING «Owner_Name» «Owner_Address» «Owner_City» «Owner_Zip» The City of Colleyville has scheduled public hearings concerning the below referenced request on the following dates and location: Planning and Zoning Commission Meeting: Monday, April 11, 2022 at 7:00 p.m. City Council Meeting: Tuesday, May 3, 2022 at 7:30 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Replat for Lots 1, 2, 3X, & 4X, Block E, Old Grove Addition, Phase II, being Lots 1 and 2, Block 1, Neidholt Addition, and Lot 2X, Block E, Old Grove Addition. The purpose of the request is to replat the property in order to allow for the construction of 2 new single family homes with either 1 or 2 open space lots. There will be 2 options to review, one that includes abandonment of some existing right-of-way and the other designed around the existing right-of-way. Zoning Case:PC22-005 Applicant:Matthew Maly Owner: Toll Dallas TX LLC Location:103 & 105 John McCain Road and 7189 Cast Iron Forest Trail Property Description:Lots 1 & 2, Block 1, Neidholt Addition and Lot 2X, Block E, Old Grove Addition Present Zoning:PUD-R Planned Unit Development-Residential This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. Denial of the proposal by the Commission is final, unless the applicant submits a written notice of appeal within 10 days from the date of action by the Commission. If appealed, the request will be placed on the next available City Council agenda as listed above. Rezoning requests, zoning amendments and conditions recommended by the Commission for approval by the City Council may be more restrictive than those described in this notice. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 NOTICE OF PUBLIC HEARING If the property owners of 20% or more of the land within the 200 foot notification area file a written protest prior to the public hearing, State law provides that the approval of the zoning change request shall require the approval of a super majority vote by City Council. The application is on file for public examination in the Community Development Department at 100 Main Street, Colleyville, Texas 76034. A brief project description can be found online on the Agenda Packet and Active Development Case map (please use your phone’s camera to scan QR code below): For additional information, please contact the Community Development Department at 817.503.1056. Please reference the zoning case number when requesting information. Jacquelyn Reyff Principal Planner jreyff@colleyville.com Owner Name Owner Address Owner City JOHNSON, MARK 203 COLDEN CT COLLEYVILLE, TX BATTLES, BRANDON 101 JOHN MCCAIN RD COLLEYVILLE, TX BELL, APRIL 7204 JOHN MCCAIN RD COLLEYVILLE, TX COX, CLYDE 105 STILLWATER CIR COLLEYVILLE, TX GULAMHUSSAIN, DIDAR 200 HAWKS RIDGE TRL COLLEYVILLE, TX ALLEN, LEROY 101 STILLLWATER CIR COLLEYVILLE, TX SMITH, WILLIAM 205 WATERFALL CT COLLEYVILLE, TX REVOCABLE TRUST OF CLINT D JAY 201 COMPTON CT COLLEYVILLE, TX MCKENNA, DENISE 109 HAWKS RIDGE TRL COLLEYVILLE, TX BROYLES, RANDY 7212 JOHN MCCAIN RD COLLEYVILLE, TX BYRD, MICHAEL C 113 STILLWATER CIR COLLEYVILLE, TX TOLL DALLAS TX LLC 1140 VIRGINIA DR FORT WASHINGTON, PA WHEAT, CARROL 206 COLDEN CT COLLEYVILLE, TX CARDONA, GLORIA J 213 COLDEN CT COLLEYVILLE, TX FREIG, JOSE 104 HAWKS RIDGE TRL COLLEYVILLE, TX PATEL, AJAY ARVIND 209 WATERFALL CT COLLEYVILLE, TX DECKER, RENNI 108 HAWKS RIDGE TRL COLLEYVILLE, TX JOHNSON, J 201 HAWKS RIDGE TRL COLLEYVILLE, TX PINTO, LYNDA D ETAL 105 HAWKS RIDGE TR COLLEYVILLE, TX MCKINNON JAMES S & VICKIE S MC 207 COLDEN CT COLLEYVILLE, TX BARNES, IRWIN 200 WATERFALL CT COLLEYVILLE, TX DAWSON FARMS LLC 406 PECAN DR IRVING, TX VAN HORNE, EDWARD 108 JOHN MCCAIN RD COLLEYVILLE, TX OWEN, JOHN 201 WATERFALL CT COLLEYVILLE, TX BOLTON, JONATHON 202 COLDEN CT COLLEYVILLE, TX HA, THANH THUC 100 HAWKS RIDGE TR COLLEYVILLE, TX YANG, YAN 204 HAWKS RIDGE TRL COLLEYVILLE, TX PIERRO, REBEKAH 208 HAWKS RIDGE TRL COLLEYVILLE, TX LAW, JAMES 109 STILLWATER CIR COLLEYVILLE, TX CARLSEN, DAVID 208 COMPTON CT COLLEYVILLE, TX PINTO, EZEQUIEL 101 HAWKS RIDGE TR COLLEYVILLE, TX AGNEW, GARRICK D 204 WATERFALL CT COLLEYVILLE, TX RAU, SUSAN 7105 CAST IRON FOREST TRL COLLEYVILLE, TX TOLL DALLAS TX LLC 1140 VIRGINIA DR FORT WASHINGTON, PA MORSE, ERIC 200 COMPTON CT COLLEYVILLE, TX RIEWE, KEITH 204 COMPTON CT COLLEYVILLE, TX KELLY, JOHN 105 WATERFALL CT COLLEYVILLE, TX CLARK, EDWARD D 104 WATERFALL CT COLLEYVILLE, TX TOLL DALLAS TX LLC 1140 VIRGINIA DR FORT WASHINGTON, PA TAYLOR, ROGER 210 COLDEN CT COLLEYVILLE, TX HIGHTOWER, ROXANNE S 104 JOHN MCCAIN RD COLLEYVILLE, TX ETTA, ANITA B 101 WATERFALL CT COLLEYVILLE, TX BUTLER, PERRY L 208 WATERFALL CT COLLEYVILLE, TX WIRT, CARL BRITTON 205 COMPTON CT COLLEYVILLE, TX OLD GROVE MAINTENENCE ASSN INC 1800 PRESTON PARK BLVD #101 PLANO, TX RIACH, STEVEN E 7109 JOHN MCCAIN RD COLLEYVILLE, TX DAWSON FARMS LLC 406 PECAN DR IRVING, TX RAHMAN, EDWARD A 100 WATERFALL CT COLLEYVILLE, TX DAWSON FARMS LLC 3421 S BRIERY IRVING, TX LEE, JENNIFER FANG EN 117 STILLWATER CIR COLLEYVILLE, TX OLD GROVE MAINTENENCE ASSN INC 1800 PRESTON PARK BLVD #101 PLANO, TX INMAN, MARGARET K 212 WATERFALL CT COLLEYVILLE, TX VOGEL, DEREK E 7001 CAST IRON FOREST TRL COLLEYVILLE, TX OLD GROVE ADDITION P.O. Box 1481 COLLEYVILLE, TX WESTMONT ADDITION 5751 KROGER DRIVE KELLER, TX CHANEL COURT 7300 CHANEL COURT COLLEYVILLE, TX VANGUARD ESTATES ADDITION 7205 VANGUARD COURT COLLEYVILLE, TX MONTICELLO ADDITION-COLLEYVLLE P.O. BOX 254 COLLEYVILLE, TX KELLER ISD 350 KELLER PKWY KELLER, TX GRAPEVINE COLLEYVILLE ISD 3051 IRA E WOODS AVE GRAPEVINE, TX Page 1 of 2 Susan Rau & Richard Freitag 7105 Cast Iron Forest Trail Colleyville TX 76034 TO: Colleyville Planning & Zoning Commission CC: Ms. Jacquelyn Reyff, Principal Planner, City of Colleyville TX RE: Zoning Case PC22-005 We are in receipt of the letter and Notice of Public Hearing regarding the proposed replat for Lots 1, 2, 3X & 4X, Block E, Old Grove Addition, Phase II. These properties are immediately adjacent to our property and development of these lots and the replat being proposed may, depending on the analysis and recommendations of the City staff and decisions made by the P&Z Commission, affect our property’s value and our quality of life. The three homeowners whose properties would be most affected include the Battles (John McCain Road), the Johnsons (Westmont) and ourselves. The Battles and the Johnsons, and possibly other interested parties, may respond directly to the P&Z as they have done with earlier replat proposals. Given personnel changes at the City and changes in the membership of the P&Z Commission, current staff and Commission members may not be aware that the replat of these lots has come before P&Z and the City Council numerous times over the past 5+ years. Each and all of those proposals were denied by P&Z, denied by the City Council, approved by P&Z and then denied by the City Council or withdrawn by the petitioners. Each and all of the proposals had numerous hearings and Toll Brothers was encouraged to modify the submissions, which they did. The City encouraged Toll Brothers to hold ad hoc meetings with those homeowners most directly involved. The discussions were frank, but ultimately did not lead to viable plans. The rationale for denying the prior replat proposals was, above all, how the drainage from the two new lots might impact the areas being replatted and the adjacent properties, common areas and the existing large retention pond on Cast Iron Forest Trail. The City also raised issues about Toll Brothers’ request that the City abandon an existing right of way. Regarding the most recent proposal that P&Z is being asked to consider, we have several concerns: 1. Drainage. The most current proposal addresses some previous concerns, but not all. Much of the water management is now proposed to be underground, which may seem to be an improvement. However, the underground piping does not change the fact that the solution is overly complex insofar as storm water will be directed south, then turn east, then turn north and then, ultimately tie into the Westmont sewer system intake. Common sense suggests that such an intricate system must, by its nature and design, work precisely as engineered and do so over many decades. 2. Failure to remediate noted deficiencies in the existing retention pond. In 2019-2020, questions about the existing large retention pond on Cast Iron Forest Trail led the City Council to request that Toll Brothers conduct a new survey of the pond. The survey concluded that the area on the north side of the pond was modestly lower that optimal. The City Council and the City Manager concluded that the City would undertake the necessary remediation. To date, no work has taken place. The replat now being proposed by Toll Brothers includes significant drainage and excavation work in the area identified as deficient, but the proposal does not address those deficiencies. Accordingly, we ask P&Z to withhold approval of the replat until the proposal is revised to ALSO address the grading, drainage and other identified deficiencies of the existing retention pond. Page 2 of 2 3. Burden will be borne by the new home buyers of these lots. The 30’ drainage easement for the proposed lots 1 and lots 2, the concrete swale and the headwall/inlet on Lot 2 would be the only such structures on private property in the Old Grove subdivision. If the buyers of these two new lots fail to properly maintain these critical drainage structures, the adjacent properties, including ours, could be damaged or even flooded. Any actions and oversight by the Old Grove HOA would be after the fact and leave open the extent and costs of remediation for damage done. 4. The headwall/intake structure and the underground piping proposed on Lot 2 abuts an existing retention wall at the back corner of our lot. Our concern is that any overflow or seepage may undermine our wall and cause significant erosion or flooding. Accordingly, we ask P&Z to require more detail and protection assurances that the construction of this structure is sealed and separated from our retention wall. 5. The proposed tie-in with the existing pipe leading out of the large retention pond may impact surrounding trees. Most notably, there is a 100+ year old post oak tree with a mature root structure. Although the replat schematics note that the tree is to be protected the tie-in is very close to the tree and its root structure. The exact positioning of the tie-in should be examined more closely. 6. Green belt elimination. The latest proposal fails to take into account the very real possibility of increased rainfall, more frequent and more violent storms, tree and root growth and disruption to what is today a healthy green belt populated with hawks, owls, water fowl, turtles and many other wildlife which help to maintain an attractive habitat and a viable natural barrier to flooding. 7. Option #2 includes a new “open space” identified as 4X. However, upon closer examination this “Open Space” contains the normal 10’ utility easement and 10’ building line. Thus, the 20’ between Lot 2 and our property is the same 20’ as would normally be required between lots. The Open Space designation appears to be a misnomer and its intent is unclear. RESOLUTION R-22-4724 A RESOLUTION OF A REPLAT FOR LOTS 1, 2, AND 2X, BLOCK E, OF THE OLD GROVE ADDITION, PHASE II WHEREAS,the Planning and Zoning Commission recommended approval of the replat for Lots 1, 2, and 2X, Block E, of the Old Grove Addition, Phase II on April 11, 2022. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the replat for Lots 1, 2, and 2X, Block E, of the Old Grove Addition, Phase II on approximately 2.20 acres, attached as Exhibit “A" - Plat Exhibit, is hereby approved. AND IT IS SO RESOLVED. APPROVED BY A VOTE OF ___ AYES, ___ NAYS ON THIS THE 3RD DAY OF MAY 2022. Mayor Richard Newton Mayor Pro Tem Bobby Lindamood Place 1, Tammy Nakamura Place 5, Chuck Kelley Place 3, Kathy Wheat Place 6, Callie Rigney Place 4, George Dodson ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Richard Newton City Secretary Mayor Exhibit “A” - Plat Exhibit RESOLUTION R-22-4724 A RESOLUTION OF A REPLAT FOR LOTS 1, 2, 3X, AND 4X, BLOCK E, OF THE OLD GROVE ADDITION, PHASE II WHEREAS,the Planning and Zoning Commission recommended approval of the replat for Lots 1, 2, 3X and 4X, Block 1, of the Old Grove Addition, Phase II on April 11, 2022. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the replat for Lots 1, 2, 3X, and 4X, Block 1, of the Old Grove Addition, Phase II on approximately 2.20 acres, attached as Exhibit “A" - Plat Exhibit, is hereby approved. AND IT IS SO RESOLVED. APPROVED BY A VOTE OF ___ AYES, ___ NAYS ON THIS THE 3RD DAY OF MAY 2022. Mayor Richard Newton Mayor Pro Tem Bobby Lindamood Place 1, Tammy Nakamura Place 5, Chuck Kelley Place 3, Kathy Wheat Place 6, Callie Rigney Place 4, George Dodson ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Richard Newton City Secretary Mayor Exhibit “A” - Plat Exhibit