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Home My WebLink AboutPlanning and Zoning Commission-Agenda Packets-11/25/2024 (2)City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, NOVEMBER 25, 2024 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1.CALL TO ORDER 2.PRESENTATION AND DISCUSSION 2a Presentation and discussion of a Replat for Lot 1, Block A, Alverson Addition, being located at 605 Beverly Drive, Case PC24-014 2b Presentation and discussion of an amendment to a Planned Unit Development – Commercial Ordinance to allow for office and medical office buildings, being Tract 1, Abstract 1154, R H McEwing Survey, located at 8060 Precinct Line Road, Case ZC24-027 2c Presentation and discussion of a Special Use Permit to allow for a Daycare Center on a portion of Lot 1, Block 1, Towne Center Animal Hospital, located at 4313 Colleyville Boulevard, Case ZC24-028 2d Presentation and discussion of a change of zoning from AG Agricultural to CC-1 Village Retail, being Tract 2P, Abstract 973, Absalom J Lott Survey, located at 6312 Colleyville Boulevard, Case ZC24-029 3. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Thursday, November 21, 2024 by 5:00 p.m. Jacquelyn Reyff Planning Manager 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 PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2a Agenda Date 11/25/2024 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Replat for Lot 1, Block A, Alverson Addition, being located at 605 Beverly Drive, Case PC24-014 Explanation David Lewis, the applicant, has submitted a Replat for Lot 1, Block A, Alverson Addition, approximately 0.979 acres, and zoned R-40 Single Family Residential. The request is to plat the property. The property is currently a remainder of Block B of the Pleasant Oak Estates and has never been platted individually. Attachments 1. Aerial Map 2. Zoning Map 3. Plat Exhibit 4. Topographic Survey 704 700 704 800 705701 613 700 5710 5616 5706 5705 5703 5701 5700 5702 5704 5706 807805803801 5700 5702 5704 5812 5816 5820 404400316 56085604 402 5612 516512 6095 6001 5901 500 512 512508 511 600 601 605 609 608 612 708 705701 704 801 805 800 805601717801609705709701605 505 617 609 5705 5701 513509 601 600 604508504 608 513 5712 5808 5904 501 612 405 508 800 804608 608 612 616 500 700 702 704 708 800 804504508512600604 5704 400 6000 504500 BRANSFORD RDHUNTER LNTHERESALNGRANDOAKCTSHELTON DR SUELLENC IR O A K L E I G H L N COLLEYVILLE TERR LETA LN BEVERLY DR K Subject Property 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. PC24-014 605 Beverly Drive Aerial Map 704 700 704 800 705701 613 700 5710 5616 5706 5705 5703 5701 5700 5702 5704 5706 807805803801 5700 5702 5704 5812 5816 5820 404400316 56085604 402 5612 516512 6095 6001 5901 500 512 512508 511 600 601 605 609 608 612 708 705701 704 801 805 800 805601717801609705709701605 505 617 609 5705 5701 513509 601 600 604508504 608 513 5712 5808 5904 501 612 405 508 800 804608 608 612 616 500 700 702 704 708 800 804504508512600604 5704 400 6000 504500 BRANSFORD RDHUNTER LNTHERESALNGRANDOAKCTSHELTON DR SUELLENC IR O A K L E I G H L N COLLEYVILLE TERR LETA LN BEVERLY DRR-40 R-10 R-10 K Subject Property 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. PC24-014 605 Beverly Drive Zoning Map City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2b Agenda Date 11/25/2024 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of an amendment to a Planned Unit Development – Commercial Ordinance to allow for office and medical office buildings, being Tract 1, Abstract 1154, R H McEwing Survey, located at 8060 Precinct Line Road, Case ZC24- 027 Explanation Paul Moss, the applicant, has submitted a request for an amendment to a Planned Unit Development - Commercial Ordinance, being Tract 1, Abstract 1154, R H McEwing Survey, approximately 2.98 acres, and zoned PUD-C Planned Unit Development - Commercial. The purpose of the request is to allow for office and medical office buildings, rather than retail and restaurant uses. Attachments 1. Aerial Map 2. Zoning Map 3. Statement of Planning Objectives 4. Site Exhibit 5. Original Ordinance O-18-2065 5920 5832 5916 5912 5908 5904 5900 5844 5840 5836 5924 6032 5935 5931 5927 5923 5919 5915 5911 5907 5903 5928 5849 5845 5841 5837 6000 6004 6028 5917 5921 5922 5918 5914 5910 5906 5835 5902 5846 5842 5838 5834 5800 5839 5843 5847 5901 5909 5913 5802 8090 8080 8070 8074 8078 8086 5908 5904 5900 5808 6218 6212 6208 6100 6204 6200 6112 5812 6108 6104 5912 8060 8060 8050 8000PRECINCT LINE RDSTERLING DRCRESCENT LNEMMASCTK Subject Property 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. ZC24-027 8060 Precinct Line Road Aerial Map 5920 5832 5916 5912 5908 5904 5900 5844 5840 5836 5924 6032 5935 5931 5927 5923 5919 5915 5911 5907 5903 5928 5849 5845 5841 5837 6000 6004 6028 5921 5922 5918 5914 5910 5906 5835 5902 5846 5842 5838 5834 5800 5839 5843 5847 5901 5909 5913 5802 8090 8080 8070 8074 8078 8086 5908 5904 5900 5808 6105 6101 6218 6212 6208 6100 6204 6200 6112 5812 6108 6104 5912 6213 6209 6215 8060 8060 8050 8000PRECINCT LINE RDLAVACA TR STERLING DRCRESCENT LNEMMASCTPUD-R R-40 R-20 K Subject Property 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. ZC24-027 8060 Precinct Line Road Zoning Map TAK ENTERPRISES INC 8821 Davis Blvd., #220 Keller, Texas 76248 paul@marinabayhomes.net 817-431-5626 11/8/2024 City of Colleyville Planning Dept. 100 Main Street Colleyville, Texas 76034 Re: Proposed PD Amendment and Site Plan for 1.985 Acre Property Dear Chris Pham I am writing to provide details regarding the proposed amendment to the PD zoning ordinance O-18-2065 for the 1.985-acre property located at 8060 Precinct Line Rd. Currently, the PD site plan includes a restaurant of 3,609 square feet with 31 parking spaces and a professional office building of approximately 9,512 square feet with 79 parking spaces. Each building is planned to be situated on its own lot for ownership purposes, with each lot providing the required parking as specified by the zoning ordinance. The proposed amendment, as outlined in this application, would modify the site plan to include three lots. Each lot would be designated for medical or professional office use. The proposed buildings are as follows: • Building A: 5,032 square feet • Building B: 5,368 square feet • Building C: 5,340 square feet A shared fire lane and access drive will connect the three lots. Parking will be provided based on the standard of 1 parking space per 200 square feet for medical or dental use, resulting in a total of 82 parking spaces. We plan to implement a shared parking agreement between the three lots. The architectural materials proposed for the buildings will include native stone, cement stucco, aluminum storefront windows and doors, with pitched fiberglass shingle roofs in a hip style. Trim will consist of painted cement fiberboard. Landscaping will meet or exceed the requirements of the current PD site plan. A serpentine city sidewalk will be installed along Precinct Line Road, and the landscape buffer along the road will exceed the 20-foot minimum requirement. The parking lot will be landscaped in accordance with city planning ordinances, and a 10-foot landscape buffer will be provided along the south and east property lines. Maintenance of the landscaping will be managed by a Property Owners Association (POA), which will be established by our company. To ensure aesthetic and functional quality, ground-mounted AC units will be screened with masonry walls, steel access gates, and landscaped features. Additionally, two monument signs will be installed along the Precinct Line Road landscape buffer. Development of the property will occur in phases, starting with the northernmost lot. Once the first building is fully leased or occupied, development of the second lot will begin, followed by the third. The buildings may be leased to multiple tenants or sold to a single occupant. Please do not hesitate to contact me with any questions or for further clarification regarding this proposal. We look forward to moving forward with this development and appreciate your consideration. Sincerely, Paul Moss N 03°16'15" E 100.24'N 05°30'54" W 45.28'S 88°08'58" W 255.79'S 03°03'53" E 344.82'N 00°44'00" W 200.00'N 04°44'15"W 8.63'PRECINCT LINE ROAD(R.O.W. VARIES)LOT 3, BLOCK 2 LAVACA TRAIL ADDITION DOC.NO. D211238019 COMMERCIAL CC-2 LOT 4, BLOCK 2 LAVACA TRAIL ADDITION DOC.NO. D217053885 D.R.T.C.T. COMMERCIAL PUD-C LOT 1, BLOCK 1 PRECINCT LINE RETAIL ADDITION DOC.NO. D219154801 P.R.T.C.T. COMMERCIAL CC-2 EMERGENCY, UTILITY, AND DRAINAGE EASEMENT DOC.NO. D219154801 WATER EASEMENT DOC.NO. D219154801 10' ELECTRIC ESMT. DOC.NO. D220128638 D.R.T.C.T. S 89°43'33" E 239.13' BUILDING GROSS SQFT: TOTAL APPROXIMATE LAND SIZE: PARKING PROVIDED: PARKING CALCULATIONS: ZONED:CC-2 SITE DATA 86478 SQ.FT. / 1.985 ACRES 82 SPACES 5 SPACES PER 1,000 SQ.FT.79 SPACES (1) 5,032 SQ.FT. + (1) 5,368 + (1) 5,340 SQ.FT. BUILDING "A" GROSS AREA:5,032 S.F./5.81% OF TOTAL AREA BUILDING "B" GROSS AREA:5,368 S.F./6.21% OF TOTAL AREA BUILDING "C" GROSS AREA:5,340 S.F./6.18% OF TOTAL AREA DRIVE LANE, PARKING AND FLATWORK AREA:48,915 S.F./56.56% OF TOTAL AREA OPEN SPACE:21,823 S.F./25.24% OF TOTAL AREA PROPOSED LOT "A" SIZE:28,884 SQ.FT. / 0.663 ACRES PROPOSED USE:OFFICE PROPOSED LOT "C" SIZE:32,712 SQ.FT. / 0.751 ACRES PROPOSED LOT "B" SIZE:24,853 SQ.FT. / 0.571 ACRES N 1 SITE PLAN A0.1TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKVICINITY MAP SITE LOCATION NOTE: ZONING EXHIBIT FOR ZONING CHANGE REQUEST FROM CURRENT PD ZONING ORDINANCE O-18-2065 TO AMENDED PD N 03°16'15" E 100.24'N 05°30'54" W 45.28'S 88°08'58" W 255.79'S 03°03'53" E 344.82'N 00°44'00" W 200.00'N 04°44'15"W 8.63'PRECINCT LINE ROAD(R.O.W. VARIES)LOT 3, BLOCK 2 LAVACA TRAIL ADDITION DOC.NO. D211238019 COMMERCIAL CC-2 LOT 4, BLOCK 2 LAVACA TRAIL ADDITION DOC.NO. D217053885 D.R.T.C.T. COMMERCIAL PUD-C LOT 1, BLOCK 1 PRECINCT LINE RETAIL ADDITION DOC.NO. D219154801 P.R.T.C.T. COMMERCIAL CC-2 EMERGENCY, UTILITY, AND DRAINAGE EASEMENT DOC.NO. D219154801 WATER EASEMENT DOC.NO. D219154801 10' ELECTRIC ESMT. DOC.NO. D220128638 D.R.T.C.T. S 89°43'33" E 239.13' N 1 EXISTING TREE PLAN A0.2TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARK 1 BUILDING A - WEST ELEVATION A2.0TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING A2 BUILDING A - SOUTH ELEVATION 1 BUILDING A - EAST ELEVATION A2.1TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING A2 BUILDING A - NORTH ELEVATION 1 BUILDING A - SOUTHWEST PERSPECTIVE A2.2TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING A2 BUILDING A - NORTHEAST PERSPECTIVE 1 BUILDING B - WEST ELEVATION A3.0TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING B2 BUILDING B - SOUTH ELEVATION 1 BUILDING B - EAST ELEVATION A3.1TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING B2 BUILDING B - NORTH ELEVATION 1 BUILDING B - SOUTHWEST PERSPECTIVE A3.2TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING B2 BUILDING B - NORTHEAST PERSPECTIVE 1 BUILDING C - WEST ELEVATION A4.0TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING C2 BUILDING C - NORTH ELEVATION 1 BUILDING C - EAST ELEVATION A4.1TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING C2 BUILDING C - SOUTH ELEVATION 1 BUILDING C - NORTHEAST PERSPECTIVE A4.2TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPROFESSIONAL OFFICE PARKBUILDING C2 BUILDING C - SOUTHWEST PERSPECTIVE SITE AND DRIVE THRU PHOTOMETRIC PLAN Scale: 1/16" = 1'-0" 1 4055 International Plaza Suite 100Fort Worth, Texas 76109(817)737-9922www.Franzarchitects.com796 Merus Court St. Louis, MO 63026 T 636.349.1600 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. F-20080 TBD PRECINCT LN RDCOLLEYVILLE, TEXAS 76034PRELIMINARYNOT TO BE USEDFORREGULATORYAPPROVAL,PERMITTING ORCONSTRUCTION7608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comPROFESSIONAL OFFICE PARKPHOTOMETRIC NOTES POLE MOUNTING NOTES PH-1.0 ORDINANCE 0-18-2065 AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP OF THE CITY OF COLLEYVILLE, TEXAS, BY CHANGING THE ZONING ON 6.378 ACRES ON TRACT 1, ABSTRACT 1154, IN THE R H MCEWING SURVEY, LOCATED AT 8060 PRECINCT LINE ROAD FROM THE R-40 SINGLE FAMILY RESIDENTIAL DISTRICT TO THE PUD-C PLANNED UNIT DEVELOPMENT — COMMERCIAL ZONING DISTRICT; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for a rezoning under Case No. ZC18-028; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to enact a new zoning ordinance; and WHEREAS, the City Council has appointed a Planning and Zoning Commission to recommend the boundaries of the various original zoning districts and appropriate regulations be enforced therein and to recommend a new zoning ordinance; and WHEREAS, the Planning and Zoning Commission has divided the City into districts and has prepared regulations pertaining to such districts in accordance with a comprehensive plan designed to lessen congestion in the streets; to secure safety from fire, panic, and other dangers; to promote health, general welfare; to provide adequate light and air; to prevent the overcrowding of land; to avoid undue concentration of population; to facilitate the adequate provision of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration, among other things, to the character of the districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the Planning and Zoning Commission of the City of Colleyville and the City of Colleyville City Council, in compliance with the Charter of the City of Colleyville, and State Law with reference Ordinance 0-18-2065 Page 2of7 to changes to zoning classifications under the Zoning Ordinance Regulations and Zoning Map, having given the requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all the property owners generally, and to the persons interested and situated in the affected area and in the vicinity thereof, the governing body of the City of Colleyville is of the opinion that said change in zoning should be made. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT all the foregoing premises and findings are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. Sec. 2. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by changing the zoning on 6.378 acres on Tract 1, Abstract 1154, in the R H McEwing Survey, located at 8060 Precinct Line Road from the R-40 Single Family Residential zoning district to the PUD-C Planned Unit Development - Commercial zoning district, as depicted in the attached Exhibit "A" and Exhibit "C", and as described in Exhibit "B". Sec. 3. THAT the Official Zoning Map of the City of Colleyville be amended to incorporate the zoning change approved herein. Sec. 4. THAT the above described tract of land shall be subject to the following conditions: 1. GENERAL a. The purpose of this PUD-C is to allow for a self -storage facility totaling approximately 87,375 square feet and to provide development regulations for the future development of three (3) retail/restaurant lots on Tract 2. b. This development shall be generally consistent with the Statement of Planning Objectives, Exhibit "B". c. The proposed development is subject to CC-2 Shopping Center zoning district and all the associated regulations Ordinance 0-18-2065 Page 3 of 7 contained in the Land Development Code, except as amended by this Ordinance. 2. DEVELOPMENT PLAN a. The development shall be generally consistent with the conceptual site plan and landscaping plan, Exhibit "C", and the Site Plan and Building Elevations, Exhibit "C". b. The development of Tract 2 shall be generally consistent with the requirements of CC-2 Shopping Center zoning district and all the associated regulations contained in the Land Development Code, except as amended by this Ordinance. 3. PERMITTED USES a. Uses shall be those allowed in the CC-2 Shopping Center zoning district. b. The self -storage use as depicted in the attached exhibits shall be a permitted use on Tract 1. c. There shall be no outside storage allowed per this PUD to include RV's, boats, materials, etc. d. No commercial truck rentals on Tract 1 shall be allowed per this PUD. 4. Lot Width a. The minimum lot width allowed for Tract 1 shall be ±38 feet at the property line. 5. BUILDING DESIGN a. The storage facility on Tract 1 shall be generally consistent with the building elevations and specified material depicted in Exhibit "C". Ordinance 0-18-2065 Page 4 of 7 b. Development on Tract 2 shall be generally consistent with the requirements of the Land Development Code of the City of Colleyville and the following design standards: At least fifty percent (50) of the exterior wall surface area shall be natural stone. 6. FENCING AND BUFFER YARDS a. The buffer yard along the rear (east) property line shall be a minimum of twenty-five feet. b. On Tract 1, in lieu of an eight (8) foot masonry wall along the east and south property lines adjacent to residential zoning, the rear of the buildings and connecting eight (8) foot masonry walls shall be permitted per the fence exhibit, Exhibit "D". 7. Tree Preservation Standards a. On Tract 1, minimum tree preservation standards will not be met per this PUD. b. Tree Preservation for Tract 2 shall be reviewed per Chapter 5 of the Land Development Code prior to development of this tract. This conceptual site plan and associated civil plans are not an approval of the layout as it pertains to tree preservation on Tract 2. 8. LANDSCAPING a. Tract 1: The requirement for fifty (50) percent of the required landscaping to be located in the street yard(s) as described in chapter 4.6 of the Land Development Code for the City of Colleyville shall be waived for Tract 1. On Tract 1, the landscape area shall be provided as generally depicted in Exhibit "D". b. Tract 2: Landscaping on Tract 2 shall conform to the CC- 2 Shopping Center zoning district and all the associated regulations contained in the Land Development Code, except as amended as follows: Ordinance 0-18-2065 Page 5 of 7 There shall be a minimum twenty (20) foot wide green belt of "live plant material of the evergreen variety" along Precinct Line Road, exclusive of access drives. This area may be planted with trees shrubs required at the front of the site. Landscape planting shall not be erected or installed in such a manner as to interfere with traffic view or impose a safety hazard. When Tract 1 develops, full landscaping along the north one -hundred feet 100') of Precinct Line Road shall be installed. ii. In addition to the requirements of locating 50% of required landscaping in the street yard(s) as described in Section 4.6 of the Land Development Code for the City of Colleyville, developments on Tract 2 shall be required to provide landscaped areas immediately adjacent to each building equal to ten (10) percent of the footprint area of the building, with fifty (50) percent of that amount being located in the street yard. iii. Parking lots shall contain a minimum of one hundred forty (140) square feet of landscaped island per each nine (9) contiguous parking spaces required. This landscape island is to include one (1) three (3) inch caliper tree. 9. PARKING a. A total of nine (9) parking spaces shall be required for the storage facility on Tract 1. b. Parking requirements for Tract 2 shall conform to the CC- 2 Shopping Center zoning district and all the associated regulations contained in the Land Development Code. c. No commercial truck rentals on Tract 1 shall be allowed per this PUD. d. Any vehicle associated with the operation of the self - storage use on Tract 1 shall be parked/stored interior of Ordinance 0-18-2065 Page 6of7 the development and shall not be utilized for any additional advertising. 10. MONUMENT SIGN a. All monument signs will conform to Exhibit "C" except for the copy on the face of the sign which will be customized for each user on Tract 2. The face of all signs will be the same material and color or anodized aluminum, and sign copy will be uniformly white Lexan. 11. OTHER a. The applicant shall obtain an agreement with the adjacent property owner to the east for off -site drainage improvements to handle the discharge from the site. Sec. 5. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Comprehensive Zoning Ordinance of the City of Colleyville as heretofore amended, and as amended herein. Sec. 6. THAT any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 7. THAT if any section, paragraph, subdivision, clause, phrase or provision of this ordinance shall be judged invalid or unconstitutional, the same shall not affect the validity of this ordinance as a whole or any portion thereof other than that portion so decided to be invalid or unconstitutional. Sec. 8. THAT in addition to and accumulative of all other penalties, the City shall have the right to seek injunctive relief for any and all violations of this ordinance. Sec. 9. THAT it has been found that there has been a change in conditions in the above described property, it is now necessary that it be given the above zoning classification in order to permit its proper development and in order to protect the public Ordinance 0-18-2065 Page 7 of 7 interest, comfort and general welfare, and requires that this ordinance shall take effect immediately from and after its passage. AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 5th day of November 2018. The second reading and public hearing being conducted on the 20th day of November 2018. PASSED AND APPROVED by the City Council of the City of Colleyville, Texas, on this the 20th day of November 2018. Mayor Richard Newton Aye Mayor Pro Tern Bobby Lindamood Aye Place 1, Tammy Nakamura Aye Place 3, Kathy Wheat Aye Place 4, George Dodson Aye Place 5, Chuck Kelley Aye Place 6, Callie Rigney Aye ATTEST: Christine Loven, TRMC City Secretary APPROVED AS TO Atto rn ey CITY OF COLLEYVILLE I Richard Newton Mayor Exhibit "'A" - Location and Zoning Map COLLEYVILLE 1 11TExA6 DISCLAIMER: This map and Informallon contained In It were developed exclusively for use by the City of Colleyvllle. Any use or reliance on this map by anyone else is at that partys risk and without liability to the City of Colleyville, Its officials or employees for any discrepancies, errors, or variances which may ebsl. 8096 8100 8098 U®-C8092b 8090 8086 8080 8078 1 8074 102 8060 1 R-40 5920 IW 8050 5916 5912 C3 5908 Z PU®'C 5904 it 5900 uJ 5644 5840 Me 5832 8000 5828 5824 5820 ZC18-028 8060 Precinct Line Road 6217 6206 6209 6213 O— g10 6209 6204 6205 6216 6213 812 H 6212 6209 6200 C 6208 6205 6116 6204 6201 6312 1013 6200 C LLV 6112 6113 6108 6108 6109 6104 6104 6105 6100 6100 6101 913 6032 5917 931 5912 5913D 5927 5922 5923 5908 5909 5800 OSubject Property Properties Outside the City Limit 5918 5919 5914 W 5915 f 5910 Z 5911 5904 5905 5900 5901 5812 5813 5808 5809 5804 5805 Exhibit "B" - Statement of Planning Objectives Statement of Planning Objectives Advantage Storage U1is 1102600EldoradoKineyTTexas aP` Poe 972-547-0236 rjones@AdvantageStorage.nel STORAGE 7 September 2018 Mr. Ben Bryner, AICP Director of Community Development City of Colleyville 100 Main Street Colleyville, Texas 76034 Re: Zoning Application Proposed Self Storage Development 8060 North Precinct Line Road Dear Mr. Bryner, Please accept this letter in fulfilment of the zoning application provision for Statement of Planning Objectives, Development Schedule, Proposed Ownership and Economic Information. STATEMENT OF PLANNING OBJECTIVES: The project consists of 6.378 acres located along North Precinct Line Road and is configured in two tracts. Tract One contains 148,047 square feet (3,399 acres) and Tract Two contains 129,781 square feet (2.979 acres). TRACT ONE: The planning objective for Tract One is to develop a high quality self -storage facility. Storage facilities have changed significantly over the past 20 years reflecting the evolution of the asset type from a low -quality light industrial use to very high -quality retail service business. Whereas many early self -storage customers used storage for short term, transitory reasons, the majority of contemporary storage customers secure storage space for ongoing, space making reasons. These customers as well as others desire well located facilities near where they work and live. Storage use is much higher per capita today than twenty years ago. Storage development has changed to meet this market demand by providing higher quality facilities with architecture compatible with the high -end retail locations in which they reside. Advantage has since 1996 been on the leading edge of this evolution, developing state-of-the-art facilities in very high profile, retail locations. The characteristics of the storage project are proposed to be: The project will be situated on a 3.399 acre site with 38' of North Precinct Line Road frontage. The project consists of two, two-story building and four single story buildings containing approximately 87,225 gross SF configured to provide approximately 71,175 net rentable square feet of storage consisting of approximately 625 individual storage units containing between 25 and 300 square feel. Approximately 65% of the net rentable area will be climate controlled, appealing to the higher household income in which the project resides. Statement of Planning Objectives The buildings fronting North Precinct Line Road will be two-story with maximum 29.5' height. This allows the architecture of the building to replicate typical retail scale and incorporate interesting architectural features. All remaining buildings will be single story and will be oriented toward interior drives and will not exceed 15' in height. Drive visibility from North Precinct Line Road will be minimal, and no door openings will be oriented toward the perimeter of the project. The rental office for the facility will be in the front building. There will be no resident manager living on site The project will include state-of-the-art security features including CCV cameras and tenant only access via digital gate and building controls. Project signage will be a combination of masonry monument sign and building signage conforming to ordinance. Landscaping will conform to or exceed ordinance requirements, and will be concentrated on the project perimeters, most visible to the neighboring properties and the public. Adequate space has been provided for engineered storm water detention and public utility extensions as may be required. TRACT TWO: Tract Two contains 2.979 acres and will be zoned to provide for CC-2 Shopping Center uses. The tract is approximately 250' deep which is ideal for small commercial and retail users. Although the actual users have not yet been identified and therefore the precise building layout cannot be determined, the Conceptual Development Plan depicts the likely configuration of three pad sites for retail and restaurant users. The planning objective for Tract Two is to provide ideal lot depth to promote retail development and to provide an access and utility plan to fully develop the tract. Additionally, the planning objective is to provide construction standards to insure uniform, high quality development. Standards include the following: Requirement for increased use of natural stone in building facades. Enhanced requirement for landscape buffer along North Precinct Line Road. Enhanced requirement for landscaping adjacent to retail buildings. Enhanced requirement for landscaping in parking areas. Enhanced requirement for uniform monument signs. DEVELOPMENT SCHEDULE: Platting and Site Plan Approval will commence immediately upon zoning approval. Storage building permit will occur approximately 120 days following zoning approval. Storage completion will occur approximately 14 months following zoning approval. Markel demand will determine retail pad site development. PROPOSED OWNERSHIP: The storage project will be owned by a single asset limited liability company managed and controlled by Advantage Self Storage Advisors, LLC, a Texas limited liability company owned by Rick Jones and Davis Deadman. ECONOMIC INFORMATION: The prosed project will provide the following positive economic impact: Property tax valuation will likely increase from the current level of $357,550 to approximately 7,500,000 upon completion of the facility. The increase in property value will provide approximately $167,000 in additional tax revenue, most of which stays in the local community via the city, school system and county. Statement of Planning Objectives The configuration of the proposed site is strategically conceived to promote retail and commercial development on the pad -depth property remaining in front of the facility. The current 6-acre parcel of which the storage facility is a portion is 545' deep. This is a size and depth that is awkward for small to mid -size business who would typically locate on this mid -block commercial corridor and does not promote development. The site plan provides remaining retail parcels with +/- 250' depth, near ideal for small business and pad -site development. The property owner is understandably very hesitant to sell front parcels currently because of the limited use and marketability of the back portion of the land. With the storage development taking mainly the back portion, front parcels will likely be quickly developed placing the entire six acres into economic production. The storage facility will provide limited sales tax revenue via the sale of packing and moving supplies. The storage facility will have approximately 2-3 employees. Kindest /Bards, L Rick Jones Attachment: Draft PD Ordinance Exhibit "C" -Site Plan and Building Elevations Stl%3L 'ALNnOO LNVr vi '3aIVJ3noO do ul yOSOS[m,y',yyewrll Q! sa£ SA31Nf15 NwM3N J'M ONV OxW,30n 'H 'tl M 53tlaY 8C'8F gA; q QQ arz •va'wc..ax xomx A a@ °9 oxe,w g OtlON 3N0 1AMO3tld LLd1uelsaOsnlnwn0 ! A Ntlld IONdOl3A30 ltlfiLd30N00 3 e g $ 41 3 ..;.;.;. ':.:..:..:.:.:....:.:' it q4q i _z,_' _ • gad= I t II _.e= 34k3 p9rg2 p( a me \q1'— — — — — — — — — — — Gc595 a I;YI Ir. ; _y„':• ::- .......... Im H. o ff E $ i e __= 6=_e• Wizx aa.,raWWe====-. S yyl"'i6s'sliti:gl rl lull „ Ig sx s g0 a 3,y$ yR.! .I o!!53Y ! g i 9s$spyppnf( es. a%yF isp I 4 36 iYXw d$Y 9YS`4 & 4r E '3fps 3a 4 , ta Y gg Sgay 5% li 1I i€1 1, n5 9e g 9q ? gi-11ai3COY55gglipaIj 4 i 5 '$Ce pg'$ lE l 1i! '1 51 !o y! 5 g @ ; ° e I WI ! @b g4e y$y7YaaA! $gypp pp ,gg yCqp p @@ 57§§gyp 1. 1. 41 Aj Y A ! S N Yi gi .I Ya11 Y4 50A Yx @ gg2gg d S a t o e(AAA 9111AAGI]OO-068101Se6elueAPy OV9Z'60 Q3SIA39:suopeAGj0JGualxa 0111AA81100 - 068JOIS 0681UEAPV S1d30NOO NOIIVA313 ONIOlIng 311S Otld fill- z M HIM _ M Exhibit "D" - Landscape Plan NVId 3dVOSONVI ivnid3ONOO gggggg I' n ell- 9y e s t9 INH Q!Q! )MI]li M/J IYd HIM HEm City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2c Agenda Date 11/25/2024 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Special Use Permit to allow for a Daycare Center on a portion of Lot 1, Block 1, Towne Center Animal Hospital, located at 4313 Colleyville Boulevard, Case ZC24-028 Explanation Isha Adhikari, the applicant, has submitted a request for a Special Use Permit for Lot 1, Block 1, Towne Center Animal Hospital, approximately 4.747 acres, and zoned CC-2 Shopping Center. The request is to allow the construction of a new daycare center known as Kiddie Academy. Attachments 1. Aerial Map 2. Zoning Map 3. Site Plan 4. Statement of Planning Objectives 5. Building Elevations and Plans 6. Landscape Plan 7. Utility Plan 8. Tree Protection Plan BROWN TR BRIDLEW O O D C TCOLLEYVILLEBLVDBROOKHOLLOWD RMILL WOODDR WATERFORD L N GREENMEADOWWBRIDLEWOOD N G R E E N M E A D O W N MILL VALLEY DR STEEPLECHASE DRWELLINGTON DRPADDINGTON LNCOACHMAN LNFELPSDRK Subject Property 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. ZC24-028 4313 Colleyville Blvd Aerial Map BROWN TR BRIDLEW O O D C TCOLLEYVILLEBLVDBROOKHOLLOWD RMILL WOODDR WATERFORD L N GREENMEADOWWBRIDLEWOOD N G R E E N M E A D O W N MILL VALLEY DR STEEPLECHASE DRWELLINGTON DRPADDINGTON LNCOACHMAN LNFELPSDRCC-1 RDCC-2 CC-1 R-MF R-20 PUD-R CC-2 PUD-R PUD-R R-40 CC-3 K Subject Property 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. ZC24-028 4313 Colleyville Blvd Zoning Map DD SS/// /// /// /// /////////////// COLLEYVILLE BOULEVARD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) ASPHALT ROAD KIDDIE ACADEMY (10,490 S.F.) F.F.E=605.32 PLAY AREA (11,983 S.F.) PROP MASONRY DUMPSTER ENCLOSURE WITH 8' HIGH WALLS AND METAL GATES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. ADA SIGN. B.F.R.B.F.R.B.F.R. 6B.F.R.9'9'9'9'9'18' 18' 24' F.A.U.E. 18' 24' F.A.U.E. 18'9'6'10'18'5' 76.92'81.66'178.4' 42.16'140.33'75.74'EX.SHAREDACCESS30.36'11.38' 11.46'5'11.46' 11.38'6'12.1 4'15' B.S.15' B.S.10' B.S. 40' B.S. 20' LANDSCAPE GREENBELT 10 11 924'FIRELANER30'R30' R30' R30' R30' R30' R30'R30' R5' 5'5' 10'5'5'5'5'5'6' 4' TALL WROUGHT IRON INTERIOR FENCE 5' TALL FENCE & 5' TALL AND 3.5' GATE 5' TALL WROUGHT IRON PERIMETER FENCE 4' TALL WROUGHT IRON INTERIOR FENCE 4' ALARMED PANIC DEVICE GATE 4' ALARMED PANIC DEVICE GATE 4' TALL WROUGHT IRON INTERIOR FENCE 5' TALL WROUGHT IRON PERIMETER FENCE 5' TALL WROUGHT IRON PERIMETER FENCE 5'INFANT/TODDLER PLAY EQUIPMENT (196 SF TURF) PRE-K PLAY PLAY HOUSE (25 SF TURF) PRE-K PLAY RIDING TRACK (1000 SF HARD SURFACE) 4' ALARMED PANIC DEVICE GATE 4' TALL WROUGHT IRON INTERIOR FENCE 4' ALARMED PANIC DEVICE GATE 5' TALL WROUGHT IRON PERIMETER FENCE 8 SOD SOD INFANT/ TODDLER PLAY AREA 1,535 S.F. PRE-K PLAY AREA 3,389 S.F. PROP. ILLUMINATED MONUMENT SIGN BY SEPARATE PERMIT CONNECT TO EX. PAVEMENT 3.5' ACCESS GATE 3.5' ACCESS GATE 9' 10' EX. DRIVEWAY ACCESS EX. DRIVEWAYACCESSCONNECT TO EX. PAVEMENT 5'14.84 ' SOD SOD 7'5'APPROX. 86.95'PRE-K PLAY EQUIPMENT (980 SF TURF) PROP. BOLLARDS 6" BOLLARDS @ 5' C/C 3.5' ACCESS GATE PROP 6' SIDEWALK CONNECTION TO EX. 6' SIDEWALK. 4' ALARMED PANIC DEVICE GATE ADA RAMP. 5' EX. FIRE HYDRANT SITE LEGEND CONCRETE CURB SAW-CUT LINE MONUMENT/PYLON SIGN WHEEL STOPS HANDICAP SIGN HANDICAP LOGO STRIPING BOLLARD FENCE FIRE HYDRANT RAMP FIRE LANE PARKING SPACES TRAFFIC ARROW DUMPSTER X SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT GREASE TRAP DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER LIGHT POLE POWER POLE SOD AREA EXISTING LEGEND BUILDING LINE EASEMENT BOUNDARY CONCRETE BRICK STONE WOOD DECK GRAVEL HIGHBANK LINE PARKING STRIPE BUILDING WALL TILE FIRE LANE STRIPE PIPE RAIL FENCE NO PARKING CON. RET. WALL HANDICAP SPACETELE. BOX CABLE BOX 1/2" IR FOUND 1/2" IR SET WATER METER GAS METER OHU OVERHEAD UTILITY LINE BARBED WIRE FENCE IRON FENCE CHAINLINK FENCE WOOD FENCE X A.C. PAD UTILITY POLE 5/8" IR FOUND ASPHALT TRANS. BOX 60-D NAIL FOUND ELECTRIC BOX 3/8" IR FOUND SAN. SEW. CO. PK NAIL SET STONE RET. WALL BRICK RET. WALL IR. VALVE STORM DRAIN MH. SAN. SEW. MH. IRRIGATION VALVE WATER VALVE FIRE HYDRANT BRICK COLUMN STONE COLUMN GUY WIRE ANCHOR 1/2" IP FOUND BOLLARD POST LIGHT POLE COVERED AREA GAS MARKER1" IR FOUND 1" IP FOUND POINT FOR CORNER 3/4" IP FOUND CON. MONUMENT X-FOUND X-SET SITE VICINITY MAP N.T.S. N SITE GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR LOCAL JURISDICTION STANDARDS. 2.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 3.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 4.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 5.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 6.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 7.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. 8.ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE PLAN. TOTAL PARKING PROVIDED: PROPOSED USE: ZONING: SITE ACREAGE: BUILDING AREA: HANDICAP PARKING PROVIDED: IMPERVIOUS AREA: BUILDING HEIGHT: PERVIOUS/LANDSCAPE AREA: REGULAR PARKING REQUIRED: SITE DATA SUMMARY TABLE NUMBER OF STORIES: HANDICAP PARKING REQUIRED: REGULAR PARKING PROVIDED: BUILDING COVERAGE: FLOOR AREA RATIO: 1.487 ACRES (64,773 S.F.) CC-2 DAYCARE 10,490 S.F. 1 30'-0" 16.19% 0.16 1 SPACE PER 5 PUPILS 39 SPACES 42 SPACES 02 SPACES (1 VAN ACCESSIBLE) 02 SPACES (1 VAN ACCESSIBLE) 44 SPACES 49,696 S.F. (76.73%) 15,077 S.F. (23.27%) NO. OF PUPILS 191 Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management KIDDIE ACADEMY 4401 COLLEYVILLE BLVD. CITY OF COLLEYVILLE TARRANT COUNTY, TEXAS 76034 TOWNE CENTER ANIMAL HOSPITAL, BLOCK 1, LOT 1 Scale: 1" = 'Feet 0 20 40 C-3.0 SUP SITE PLAN PROJECT CONTACT LIST ENGINEER TRIANGLE ENGINEERING LLC 1782 W. McDERMOTT DRIVE ALLEN, TEXAS 75013 CONTACT: KARTAVYA PATEL, P.E. PHONE: 469-331-8566 OWNER/DEVELOPER TRIANGLE DEVELOPMENT AND MANAGEMENT SERVICES LLC 1782 W. MCDERMOTT DR. ALLEN, TEXAS 75013 KEVIN PATEL 469-331-8566 SURVEYOR TRAVERSE LAND SURVEYING LLC 14200 MIDWAY ROAD, SUITE 130 DALLAS, TEXAS 75224 CONTACT: GRAYSON CEBALLOS PHONE: 469-784-9321 ARCHITECT SOHO CONSTRUCTION 17774 PRESTON ROAD DALLAS, TEXAS 75252 DAVID HOFF EMAIL:david.hoff@soho-construction.com City of Colleyville Community Development Department 100 Main Street Colleyville, TX 76034 Subject: Kiddie Academy Daycare Development Proposal The intent of this development proposal is to create a high-quality, purpose-built childcare facility that will serve the local community and provide an exceptional early learning environment for young children. The proposed Kiddie Academy daycare center will occupy a 1.487-acre parcel of land and be designed to accommodate up to 191 children ranging from infants to school-age. The key objectives guiding the planning and design of this facility are: 1. Providing a safe, nurturing, and stimulating learning environment for children: o The building and outdoor spaces will be designed with age-appropriate play equipment, educational resources, and activity zones to foster cognitive, social, and physical development. o Abundant natural light, ventilation, and connections to the outdoors will create a bright, healthy, and engaging atmosphere. o Secure access controls, age-segregated classrooms, and comprehensive safety/security measures will ensure the wellbeing of all children. 2. Supporting working families with high-quality, accessible childcare services: o Convenient location near major residential areas and transportation hubs will make the daycare easily accessible for families. o Flexible schedules, competitive tuition rates, and need-based financial assistance will help accommodate the diverse childcare needs of the community. 3. Delivering a sustainable, community-integrated facility design: o Generous outdoor play spaces, common gathering areas, and community event hosting capabilities will transform the daycare into a neighborhood hub. o Thoughtful landscaping and site planning will preserve and enhance natural features, promoting biodiversity and stormwater management. 4. Establishing a trusted, high-quality childcare operator: o Kiddie Academy is an established, nationally accredited childcare provider with a track record of excellence. o The center will be led by experienced, credentialed early childhood educators who uphold rigorous teaching standards and foster a nurturing, stimulating learning environment. o Ongoing staƯ training, family engagement initiatives, and community outreach will ensure the daycare remains responsive to local needs. By considering the needs of young children, working families, and the broader community, this Kiddie Academy daycare development will become a valuable asset that enriches the lives of local residents for years to come. Thank you for your consideration of our Special Use Permit request. Kartavya Patel Triangle Development and Management Services LLC 469-331-8566 COPYRIGHT C 2024 SOHO CONSTRUCTIONTHESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM SOHO CONSTRUCTION.JOB#:ISSUE DATE:SCALE: DATE:APPROVED BY:24044KIDDIE ACADEMY AT COLLEYVILLE, TXwww.SOHO-CONSTRUCTION.com11/04/20241/16"=1-0"ELEVATIONS 01CSTANDARD NOTES OLD TODDLERS18 CHILDREN540 REQ.. SQ.FT.590 ACTUAL SQ.FT.+52 YEAR OLDS22 CHILDREN660 REQ.. SQ.FT.661 ACTAUL SQ.FT.+52 YEAR OLDS22 CHILDREN660 REQ.. SQ.FT.663 ACTUAL SQ.FT.+53 YEAR OLDS30 CHILDREN900 REQ.. SQ.FT.904 ACTUAL SQ.FT.+53 YEAR OLDS30 CHILDREN900 REQ.. SQ.FT.902 ACTUAL SQ.FT.+54 YEAR OLDS18 CHILDREN540 REQ.. SQ.FT.547 ACTUAL SQ.FT.+54 YEAR OLDS18 CHILDREN540 REQ.. SQ.FT.545 ACTUAL SQ.FT.+5INFANT10 CHILDREN500 REQ. SQ.FT.505 ACTUAL SQ.FT.+5YOUNG TODDLERS13 CHILDREN390 REQ.. SQ.FT.440 ACTUAL SQ.FT.+5CAR SEAT STORAGEBUGGY 665 SF2 YEAR OLDS5505 SFINFANT1913 SF3 YEAR OLDS7913 SF3 YEAR OLDS8545 SF4 YEAR OLDS9395 SFYOUNGTODDLERS3545 SF4 YEAR OLDS10DIRECTOR'SOFFICEOWNER'SOFFICEVESTIBULECLOSETSERVERCLOSETRECEPTIONCOPIERLOBBYKITCHENJAN. CLOSET STAFFTOILET ROOM 9SPRINKLER ELEC. CLOSET CAR SEAT STORAGE505 SFINFANTS2INFANT10 CHILDREN500 REQ. SQ.FT.505 ACTUAL SQ.FT.+5665 SF2 YEAR OLDS6BUGGY 545 SFOLD TODDLERS4LOUNGECOT CLOSET COT CLOSET COT CLOSETCOT CLOSET COT CLOSET COT CLOSET COT CLOSETGENERALSTORAGELOW HALF WALL & DOORLOW HALF WALL & DOORLOW HALF WALL & DOORLOW HALF WALL & DOORTOILET ROOMS ARE SET UPFOR 3 YRS & FUTURESCHOOL AGE TOILET ROOMSSIGNAGEZONOTACK BOARD4X3TACK BOARD4X3TACK BOARD4X3TACK BOARD4X3TACK BOARD4X3TACK BOARD4X3TACK BOARD4X3TACK BOARD5X3TACK BOARD4X3TACK BOARD4X3TACK BOARD3X3COMMUNITY CABINET STAFFTOILET ROOM 1CHILDTOILET ROOM 2CHILDTOILET ROOM 3CHILDTOILET ROOM 4CHILDTOILET ROOM 5CHILDTOILET ROOM 6CHILDTOILET ROOM 7CHILDTOILET ROOM 8CHILDTOILET ROOM 10DWWIRE SHELFCAN RACKWORK TABLEMICROWAVEMICROWAVE SHELFRANGE/HOODFRIDGEFREEZERISLAND WORK TABLEDW3 BAY SINK 1 BAY SINK HANDSINK COT CLOSET DRINKINGFOUNTAINDRINKINGFOUNTAINCOPYRIGHT C 2024 SOHO CONSTRUCTIONTHESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM SOHO CONSTRUCTION.JOB#:ISSUE DATE:SCALE: DATE:APPROVED BY:24044KIDDIE ACADEMY AT COLLEYVILLE, TXwww.SOHO-CONSTRUCTION.com11/04/20243/16"=1-0"FLOOR PLAN 01 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> D D S S XXXXXXXXX X X /// /// /// /// ///////////////OHEOHEOHEOHEOHEOHEOHECOLLEYVILLE BOULEVARD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) ASPHALT ROAD SAN>SAN>KIDDIE ACADEMY (10,490 S.F.) F.F.E=605.32 PLAY AREA (12,286 S.F.) PROP MASONRY DUMPSTER ENCLOSURE WITH 8' HIGH WALLS AND METAL GATES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. ADA SIGN. B.F.R.B.F.R.B.F.R. 6B.F.R.15' B.S.15' B.S.10' B.S. 40' B.S. 20' LANDSCAPE GREENBELT 10 11 9 4' TALL WROUGHT IRON INTERIOR FENCE 5' TALL FENCE & 5' TALL AND 3.5' GATE 5' TALL WROUGHT IRON PERIMETER FENCE 4' TALL WROUGHT IRON INTERIOR FENCE 4' ALARMED PANIC DEVICE GATE 4' ALARMED PANIC DEVICE GATE 4' TALL WROUGHT IRON INTERIOR FENCE 5' TALL WROUGHT IRON PERIMETER FENCE 5' TALL WROUGHT IRON PERIMETER FENCE INFANT/TODDLER PLAY EQUIPMENT (196 SF TURF) PRE-K PLAY PLAY HOUSE (25 SF TURF) PRE-K PLAY RIDING TRACK (1000 SF HARD SURFACE) 4' ALARMED PANIC DEVICE GATE 4' TALL WROUGHT IRON INTERIOR FENCE 4' ALARMED PANIC DEVICE GATE 5' TALL WROUGHT IRON PERIMETER FENCE 8 SOD SOD INFANT/ TODDLER PLAY AREA 1,535 S.F. PRE-K PLAY AREA 3,389 S.F. PROP. ILLUMINATED MONUMENT SIGN BY SEPARATE PERMIT CONNECT TO EX. PAVEMENT 3.5' ACCESS GATE 3.5' ACCESS GATE CONNECT TO EX. PAVEMENT SOD SOD PRE-K PLAY EQUIPMENT (980 SF TURF) PROP. BOLLARDS 6" BOLLARDS @ 5' C/C 3.5' ACCESS GATE PROP 6' SIDEWALK CONNECTION TO EX. 6' SIDEWALK. 4' ALARMED PANIC DEVICE GATE ADA RAMP. PROP. 5' CURB CUT W/ROCK RIP RAP PROP. 5' CURB CUT W/ROCK RIP RAP 605 605605605605 605 605605 605604604604604 604 604 6046046046036036 0 3 603603 603 603 60360260160059960 1 601 604603 600 600 601 599 599 598 5 9 9 600 6 0 2 CE 1 SC 190 CE 1 CE 1 CE 1 LOR 14 CE 1 CE 1 CE 1 DWM 97 LO 4 ISSUE: DATE: SHEET NAME: SHEET NUMBER:CHRIS TRON Z ANOSTA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT2204 11.07.2024 100 20 40 01 LANDSCAPE PLAN SCALE 1"=20'-0" 11.07.2024 LANDSCAPE PLAN L.2 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM BOTANICAL NAME Ulmus crassifolia Quercus virginiana COMMON NAME Cedar Elm Live Oak SIZE 4" cal. 4" cal. PLANT MATERIAL SCHEDULE: REMARKS B&B, 12' ht., 4' spread min., 5' clear trunk container, 13' ht., 4' spread min., 5' clear trunk QTY 7 4 TREES SHRUBS GROUNDCOVERS BOTANICAL NAME Cynodon dactylon '419' COMMON NAME Seasonal Color '419' Bermudagrass SIZE 4" pots REMARKS selection by owner, 12" o.c. Solid Sod refer to notes TYPE CE LO QTY 190 TYPE SC BOTANICAL NAME Myrica cerifera Loropetalum chinesis COMMON NAME Dwarf Wax Myrtle Loropetalum SIZE 24" ht. / 5 gal. min. 24" ht. / 5 gal. min. REMARKS conatiner, 24" ht., 20" spread. 24" o.c. container, 24" ht., 24" spread, 30" o.c. QTY 97 14 TYPE DWM LOR NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. FOR APPROVAL 11.07.2024 ALL LANDSCAPE WILL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM DESIGNED BY A STATE OF TEXAS LICENSED IRRIGATOR TO THE STANDARDS OF THE CITY OF MCKINNEY AND TECQ. THE SYSTEM WILL INCLUDE AN ET BASED CONTROLLER WITH A RAIN AND FREEZE SENSOR. SOLID SOD NOTES LANDSCAPE NOTES 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF AREAS. 2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4.CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. 5.PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 6.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 7.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 8.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 9.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 10.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ALL SOD AREAS TO BE OVER-SEEDED WITH WINTER RYEGRASS, AT A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. 1.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2.CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4.CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5.ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. 6.ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. 7.ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 1.FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLANS. 2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4.IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 5.ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. 6.ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION 7.CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON ALL AREAS TO RECEIVE LAWN. GENERAL LAWN NOTES KIDDIE ACADEMYCOLLEYVILLE BLVD.COLLEYVILLE, TEXASLANDSCAPE TABULATIONS LANDSCAPED AREA Requirements: At least 20% of the site to be landscaped shall be landscape. While 50% of the required landscaped area located in the street yard Total Lot Area: 64,778 s.f. Required Provided Site: 12,956 s.f. (20%) 24,720 s.f. (38%) Front Yard: 6,478 s.f. (50%) 7,043 s.f. (55%) LANDSCAPE TREES/SHRUBS Requirements: One (1) canopy tree per 40 L.F. of the street frontage. Along with one (1) shrub per 5 L.F. of street frontage. Colleyville Blvd.: 201 L.F. Required Provided (5) canopy trees (4) canopy trees + (2) existing trees to remain (41) shrubs (99) shrubs PARKING LOT LANDSCAPE Requirement: (1) Tree per Island (One Island per 18 spots), 140 s.f. of landscape per island. Total Parking Lot Islands: 5 islands Required Provided (5) Trees, 4" cal. (7) Trees, 4" cal. 700 S.F. 1,530 S.F. ISSUE: DATE: SHEET NAME: SHEET NUMBER:CHRIS TRON Z ANOSTA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT2204 11.07.2024 11.07.2024 LANDSCAPE SPECIFICATIONS L.3 6" 2X DIAMETER OF ROOTBALL 01 TREE PLANTING DETAIL NOT TO SCALE4'-5' MTG. HT.6"(3) METAL T-POST PAINTED GREEN TRIANGULAR SPACING. NOTE: LOCATE STAKES OUTSIDE OF TREE WELL. POSITION STAKES TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. NATIVE SOIL, REF. SPECIFICATIONS 6" FINISH GRADE SCARIFY SIDES CRUSHED ROCK 2" LAYER MULCH, REF. SPECIFICATIONS REFERENCE PLAN FOR TREE TYPE DO NOT CUT CENTRAL LEADER 2 STRANDS NO. 12 GAUGE GALVANIZED WIRE, TWISTED RUBBER HOSE 2" HIGH WATERING RING 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1" ABOVE EXISTING GRADE. REMOVE TOP 1/3 BURLAP. 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE 1/2" MAXIMUM SIDEWALK PREPARED SOIL MIX PER SPECIFICATIONS SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES MULCH PER SPECIFICATIONS PREPARED SOIL MIX PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 03 SIDEWALK / MULCH DETAIL NOT TO SCALE 04 STEEL EDGING DETAIL NOT TO SCALE no steel along sidewalks NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS LAWN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECS. 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" 2" LAYER OF SPECIFIED BARK MULCH ROOTBALL, DO NOT DISTURB NOTE: POCKET PLANTING NOT ALLOWED FINISH GRADE REF. PLAN FOR SHRUB TYPE 05 SHRUB PLANTING DETAIL NOT TO SCALE SPACING PER PLANT LIST6" NATIVE SOIL PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PRIOR TO PLANTING GROUNDCOVER/ANNUALS. 12" MIN EDGE OF BED DD D A A PLANT ROW SPACING 'D' ROW SPACING 'A' PLANTS/10SF 8" O.C. 12" O.C. 15" O.C. 18" O.C. 6.9" 10.4" 13.0" 15.7" 26 12 7 5 A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 02 GROUNDCOVER PLANTING DETAIL NOT TO SCALE LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM FOR APPROVAL 11.07.2024KIDDIE ACADEMYCOLLEYVILLE BLVD.COLLEYVILLE, TEXAS W W W WWWWWWWWWWWWWWWWW W W W W W W W W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> DD S S /// /// /// /// ///////////////OHEOHEOHEOHEOHEOHEOHECOLLEYVILLE BOULEVARD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) ASPHALT ROAD KIDDIE ACADEMY (10,490 S.F.) F.F.E=605.32 PLAY AREA (11,983 S.F.)15' B.S.15' B.S.10' B.S. 40' B.S. 20' LANDSCAPE GREENBELT E-1 INSTALL: 1 - 8" X 1" TAPPING SADDLE 1- IRRIGATION METER 1-RPZ BACKFLOW PREVENTER ±12 LF OF 1" IRRIGATION WATER LINE 1-1" PLUG. CONNECT TO EX. SANITARY SEWER MANHOLE . INSTALL DROP CONNECTION PER CITY STANDARD. EX. 12" PVC FL(OUT)=584.39 EX. 12" PVC FL(IN)=584.52 PROP. 6" PVC FL(IN)=594.52 PROP. RIM=598.50 SEWER LINE POINT OF ENTRY ±102 LF OF 6" SANITARY SEWER LINE INSTALL: 1 - 8" X 2" TAPPING SADDLE 1- DOMESTIC WATER METER 1-RPZ BACKFLOW PREVENTER ±125 LF OF 2" DOMESTIC WATER LINE WATER LIE POINT OF ENTRY PROP. GREASE TRAP 6" FL (OUT)=599.31 6" FL (IN)=599.57 RIM=603.91 PROP. SAMPLE WELL 6" FL(IN/OUT)=598.95 RIM=603.56 ±74 LF OF 6" SANITARY SEWER LINE T-1 G-1 DBL CLEANOUT 6" FL=601.32 PROP. 6"X6" WYE 6" FL =596.57 PROP. CLEANOUT 6" FL=597.08 EX. FIRE HYDRANT INSTALL: 1 - 8" X 6" TEE 1- 6" VALVE ±129 LF OF 6" FIRE LINE TO BUILDING INSTALL: 1 - 8" X 6" TEE 1- 6" VALVE 1-CITY STD FIRE HYDRANT ASSEMBLY PROP. FDC UTILITY LEGEND GAS LINE UNDERGROUND TELEPHONE LINE SANITARY SEWER LINE WATER MAIN STORM LINE STORM SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT UNDERGROUND ELECTRIC LINE GREASE TRAP FIRE HYDRANT DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER DOMESTIC WATER LINE STORM SEWER CLEANOUT FIRE DEPARTMENT CONNECTION-FDC LIGHT POLE POWER POLE EXISTING LEGEND BUILDING LINE EASEMENT BOUNDARY CONCRETE BRICK STONE WOOD DECK GRAVEL HIGHBANK LINE PARKING STRIPE BUILDING WALL TILE FIRE LANE STRIPE PIPE RAIL FENCE NO PARKING CON. RET. WALL HANDICAP SPACETELE. BOX CABLE BOX 1/2" IR FOUND 1/2" IR SET WATER METER GAS METER OHU OVERHEAD UTILITY LINE BARBED WIRE FENCE IRON FENCE CHAINLINK FENCE WOOD FENCE X A.C. PAD UTILITY POLE 5/8" IR FOUND ASPHALT TRANS. BOX 60-D NAIL FOUND ELECTRIC BOX 3/8" IR FOUND SAN. SEW. CO. PK NAIL SET STONE RET. WALL BRICK RET. WALL IR. VALVE STORM DRAIN MH. SAN. SEW. MH. IRRIGATION VALVE WATER VALVE FIRE HYDRANT BRICK COLUMN STONE COLUMN GUY WIRE ANCHOR 1/2" IP FOUND BOLLARD POST LIGHT POLE COVERED AREA GAS MARKER1" IR FOUND 1" IP FOUND POINT FOR CORNER 3/4" IP FOUND CON. MONUMENT X-FOUND X-SET SITE VICINITY MAP N.T.S. N UTILITY GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY/UTILITY COMPANY STANDARDS. 2.FIELD VERIFY LOCATION OF EXISTING WATER MAIN , SEWER MAIN, GAS, TELEPHONE AND ELECTRICAL LINE. POT HOLE RECOMMENDED PRIOR TO CONSTRUCTION BEGIN. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH UTILITY SERVICE PROVIDERS. 3.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 4.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 5.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 6.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 7.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 8.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. ID D I WATER METER & SANITARY SEWER SCHEDULE TYPE SIZE NO. DOMESTIC 2"1 IRRIGATION 1"1 SANITARY SEWER 6" Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management KIDDIE ACADEMY 4401 COLLEYVILLE BLVD. CITY OF COLLEYVILLE TARRANT COUNTY, TEXAS 76034 TOWNE CENTER ANIMAL HOSPITAL, BLOCK 1, LOT 1 Scale: 1" = 'Feet 0 20 40 PRELIMINARY UTILITY PLAN C-9.0 PROPOSED DRY UTILITY CALLOUTS LABEL CALLOUT E1 POLE MOUNTED TRANSFORMER & PRIMARY ELECTRIC SERVICE BY SERVICE PROVIDER. GC TO INSTALL (1)-4" CONDUIT AND SECONDARY WIRE FROM TRANSFORMER TO THE BUILDING. GC TO COORDINATE WITH LOCAL SERVICE PROVIDER FOR EXACT LOCATION. T1 PRIMARY UNDERGROUND TELEPHONE SERVICE BY SERVICE PROVIDER. GC TO INSTALL 2-4" CONDUITS FROM BUILDING TO PROPERTY LINE & COORDINATE WITH LOCAL TELEPHONE SERVICE PROVIDER FOR EXACT LOCATION. G1 PROP. PRIMARY GAS SERVICE LINE EXTENSION TO GAS METER BY FRANCHISE UTILITY COMPANY. GC TO COORDINATE WITH SERVICE PROVIDER FOR PRIMARY GAS SERVICE LINE & GAS METER LOCATION.GC TO REFER TO MEP PLANS FOR GAS LINE SIZE. SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> D D S S XXXXXXXXX X X /// /// /// /// ///////////////OHEOHEOHEOHEOHEOHEOHECOLLEYVILLE BOULEVARD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) ASPHALT ROAD SAN>SAN>KIDDIE ACADEMY (10,490 S.F.) F.F.E=605.32 PLAY AREA (12,286 S.F.) PROP MASONRY DUMPSTER ENCLOSURE WITH 8' HIGH WALLS AND METAL GATES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. ADA SIGN. B.F.R.B.F.R.B.F.R. 6B.F.R.15' B.S.15' B.S.10' B.S. 40' B.S. 20' LANDSCAPE GREENBELT 10 11 9 4' TALL WROUGHT IRON INTERIOR FENCE 5' TALL FENCE & 5' TALL AND 3.5' GATE 5' TALL WROUGHT IRON PERIMETER FENCE 4' TALL WROUGHT IRON INTERIOR FENCE 4' ALARMED PANIC DEVICE GATE 4' ALARMED PANIC DEVICE GATE 4' TALL WROUGHT IRON INTERIOR FENCE 5' TALL WROUGHT IRON PERIMETER FENCE 5' TALL WROUGHT IRON PERIMETER FENCE INFANT/TODDLER PLAY EQUIPMENT (196 SF TURF) PRE-K PLAY PLAY HOUSE (25 SF TURF) PRE-K PLAY RIDING TRACK (1000 SF HARD SURFACE) 4' ALARMED PANIC DEVICE GATE 4' TALL WROUGHT IRON INTERIOR FENCE 4' ALARMED PANIC DEVICE GATE 5' TALL WROUGHT IRON PERIMETER FENCE 8 SOD SOD INFANT/ TODDLER PLAY AREA 1,535 S.F. PRE-K PLAY AREA 3,389 S.F. PROP. ILLUMINATED MONUMENT SIGN BY SEPARATE PERMIT CONNECT TO EX. PAVEMENT 3.5' ACCESS GATE 3.5' ACCESS GATE CONNECT TO EX. PAVEMENT SOD SOD PRE-K PLAY EQUIPMENT (980 SF TURF) PROP. BOLLARDS 6" BOLLARDS @ 5' C/C 3.5' ACCESS GATE PROP 6' SIDEWALK CONNECTION TO EX. 6' SIDEWALK. 4' ALARMED PANIC DEVICE GATE ADA RAMP. PROP. 5' CURB CUT W/ROCK RIP RAP PROP. 5' CURB CUT W/ROCK RIP RAP 605 605605605605 605 605605 605604604604604 604 604 6046046046036036 0 3 603603 603 603 60360260160059960 1 601 604603 600 600 601 599 599 598 5 9 9 600 6 0 2 3684 3685 3686 3687 ISSUE: DATE: SHEET NAME: SHEET NUMBER:CHRIS TRON Z ANOSTA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT2204 11.07.2024 100 20 40 01 TREE PRESERVATION PLAN SCALE 1"=20'-0" 11.07.2024 TREE PRESERVATION PLAN L.1 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM FOR APPROVAL 11.07.2024 1.Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree. 2.If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensed Arborist be secured for the treatment of any possible tree wounds. 3.No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4.Any fine grading done within the critical root zones of the protected trees must be done with light machinery such as a bobcat or light tractor. No earth moving equipment with tracks is allowed within the critical root zone of the trees. 5.Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any tree. 6.Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions, or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7.Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8.Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. 9.Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48") inches. 10.Trenching: Any irrigation trenching which must be done within the critical root zone of a tree shall be dug by hand and enter the area in a radial manner. 11.Tree Flagging: All trees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (4') feet above grade. Flagging shall be approved by Landscape Architect prior to any tree removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on-site meeting. 12.Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4') foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13.Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire circumference of the tree's trunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14.Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.00 EXISTING TREE TO REMAIN EXISTING TREE NOTES EXISTING TREE LEGEND OF F LIM I T S ROOT PROTECTION (RPZ) LIMITS OFF ZONE OFF LIMITS 6" MULCH INSIDE RPZ 4' SEE NOTES TREE CANOPY ROOT PROTECTION ZONE (RPZ) TREE TRUNK 01 TREE PROTECTION FENCE A NOT TO SCALE NOTE: FENCING SHOWN ABOVE IS DIAGRAMMATIC ONLY AND WILL CONFORM TO THE DRIP LINE AND LIMITED TO PROJECT BOUNDARY KIDDIE ACADEMYCOLLEYVILLE BLVD.COLLEYVILLE, TEXAS City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2d Agenda Date 11/25/2024 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a change of zoning from AG Agricultural to CC-1 Village Retail, being Tract 2P, Abstract 973, Absalom J Lott Survey, located at 6312 Colleyville Boulevard, Case ZC24-029 Explanation Artuan McGee, the applicant, has submitted a request for a rezoning from AG Agricultural to CC-1 Village Retail for Tract 2P, Abstract 963, Absalom J Lott Survey, being approximately 2.798 acres, and zoned AG Agricultural. The request is to rezone the property to allow development of a two building retail center. Attachments 1. Aerial Map 2. Zoning Map 3. Statement of Planning Objectives 4. Site Plan 5. Building Elevations 6. Drainage Plan 7. Renderings Provided by Applicant 8. Development Schedule 6125 6255 6301 6505 6509 6513 6517 6516 6512 6508 6504 6500 6416 6305 6412 6408 6404 6400 6308 6304 6300 6309 6401 6405 6409 6413 6417 6501 6301 6505 6509 6513 6517 6305 6309 6401 6405 6409 6413 6417 6501 1800 1802 6113 6118 61146110 6230 6220 6210 6208 6206 6204 6200 6112 6108 6511 6509 1801 1704 6208 1800 1804 1808 1812 1816 1820 1900 6301 1731 1619 6300 6304 6308 6309 1632 6124 6120 6116 6112 6108 6104 6100 1729 6207 6211 6215 6219 6216 6212 6208 6204 6108 6104 6100 6101 6105 6109 6203 6207 6211 6215 6301 6305 6125 6220 6121 6117 6113 6109 6204 6208 6212 6216 1601 1732 6420 6420 6420 6420 6420 6420 6420 6420 6420 64006412 65086504 6416 6500 6515 6513 1901181318091709 6407 6407 6413 6409 1804 1808 1812 1900 62216225 6201 6209 6213 6215 6207 6219 1509 1516 6516 6312 TINKER RD INDUSTRIAL BLVD TARRANT LN OAK POINTE DRCOLLEYVILLE BLVDBRAZOS CTROCK DOVE CIRMCCAIN LN PONDEROSASTFOUNTAIN PASS DRKINGSTON DRPONDEROSA LNK Subject Property 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. ZC24-029 6312 Colleyville Blvd Aerial Map TINKER RD INDUSTRIAL BLVD TARRANT LN COLLEYVILLE BLVDOAK POINTE DR BRAZOS CTR O C K DOVECIRWYATT DRHA R D A G E L N MCCAIN LN FOUNTAIN PASS DR PONDEROSASTKINGSTON DRPONDEROSA LNML AG CC-1 R-15 AG CPO PUD-C R-20 PUD-C PUD-C PUD-R R-20 PUD-C ML CN AG CC-1 CC-2CPO AG PUD-C PUD-R ML CC-1 PUD-C K Subject Property 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. ZC24-029 6312 Colleyville Blvd Zoning Map STATEMENT OF PLANNING OBJECTIVES The intent of this project is to develop a retail center on a 2.8 acre site located at 6312 Colleyville Boulevard, Colleyville, Texas. The existing zoning of the site is AG. The site is currently developed but not in use. The proposed zoning change would designate the land as CC-1 or CC-2. 1322 26 13 15 5 4 19 5 3 2 PARKING: 127 SPACES LOADING 60' 61' 27' 8' 42' 47' 30' 30' 30' 43' 31' 31' 42' 12' 60' 25' 16' 11' 69' 22' 61'4'4'30' 4' 31'24' 4' 47'4'4'61' 31' 4' CANOPY BUILDING B 15,118 SFBUILDING A 9,268 SF SCREENING WALL KNEE WALL KNEE WALL DUMPSTER AREAPLEASE RECYCLESITE PLAN ----AM SR AM - - - - - - - - LEGEND PROPOSED FIRELANE ACCESSIBLE CROSSWALK PROPOSED ACCESSIBLE ROUTE BFR BARRIER FREE RAMP (ADA RAMP) GM GAS METER D.E.DRAINAGE EASEMENT W.E.WATER EASEMENT PROPOSED GRATE INLET PROPOSED JUNCTION BOX CURB INLET PROPOSED FIRE HYDRANTF.H. G.I. J.B. C.I. PROPOSED LIGHT POLE 1-FIXTURE PROPOSED LIGHT POLE 2-FIXTURES FDC PROPOSED FIRE DEPT. CONNECTION DCO PROPOSED SEWER DOUBLE CLEANOUT CO PROPOSED SEWER SINGLE CLEANOUT SSMH PROPOSED SEWER MANHOLE PROPOSED TRANSFORMER PAD PROPOSED WATER METER AND VAULT WV PROPOSED WATER METERWM PROPOSED WATER VALVE PROPOSED SIGN STORM SEWER MANHOLESTMH WMV NOTES 1.ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF WALL, FACE OF BUILDING, CENTER OF STRIPING, AND PROPERTY LINE UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING AND DUMPSTER ENCLOSURE LAYOUT AND DESIGN. 3.REFER TO LANDSCAPE PLANS FOR FENCE AND HARDSCAPE LAYOUT AND DESIGN. 4.ALL SIGNAGE IS APPROVED VIA A SEPARATE PERMIT THROUGH THE BUILDING SAFETY DIVISION. 5.ALL MECHANICAL EQUIPMENT, DUMPSTERS, ROOFTOP UNITS, ETC SHALL BE SCREENED IN COMPLIANCE WITH THE ZONING ORDINANCE. 6.ALL LIGHTING SHALL COMPLY WITH THE ZONING ORDINANCE. 7.ANY ALTERATION TO THE SITE PLAN, INCLUDING BUILDING ELEVATION AND LANDSCAPE SUBSTITUTIONS, REQUIRE TOWN APPROVAL THROUGH A REVISED PLAN, STAMPED BY STAFF. 8.ALL STRIPING WITHIN DEVELOPMENT TO BE PAINTED WHITE. 9.ALL PROPOSED RAMPS TO FOLLOW THE ARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY STANDARDS (TAS). Feet 0 30 60 PLEASE RECYCLENO.DATE REVISION PROJECT #DESIGNED: DRAWN: DATE SHEET REVIEWER: BM-1: SET "X" ---------------- ---------------- ELEVATION=XXX.XX N: XXXXXXXXXXXX E: XXXXXXXXXXXX TBM-2: SET "X"-------------- ---------------- ELEVATION=XXX.XX N: XXXXXXXXXXXX E: XXXXXXXXXXXX BENCHMARK COLLEYVILLE RETAIL 6312 COLLEYVILLE BLVD. CITY OF COLLEYVILLE, TARRANT COUNTY, TEXAS THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. THEY ARE PREPARED BY, OR UNDER THE SUPERVISION OF: TYPE OR PRINT NAME PE # PRELIMINARY -FOR REVIEW ONLY- ARTUAN MCGEE 147091 DATE XX/XX/XX 2570 RIVER PARK PLAZA SUITE 100 FORT WORTH, TEXAS 76116 PHONE #: (817) 529-2700 FIRM NO. 12452 202301510/29/2024 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 October 29, 2024 City Engineer City of Colleyville, Texas 100 Main Street Colleyville, Texas 76034 RE: Colleyville Mixed Use Drainage Study and Floodplain Study Colleyville, Texas ET 2023015 To Whom it May Concern: This memo summarizes the Drainage Study and Floodplain Study prepared by Evolving Texas (“Evolving Texas”) for a proposed Colleyville Mixed Use project located at the northwest corner of Colleyville Blvd and Tinker Rd. in Colleyville, Texas. The purpose of this report is to document no adverse impact due to the proposed development as defined by the City of Colleyville in support of zoning change request. The property comprises approximately 2.8-acres in the Pecan Creek watershed and is currently undeveloped. The tract geometry is roughly triangular, bounded on the west by single family residential, on the north by commercial tracts and on the south and eas t by Colleyville Boulevard. Pecan Creek enters the site at the southern tip, winds through the site and exits along the north boundary. Exhibit 1 illustrates the existing site conditions. Existing flows in Pecan Creek will be conveyed through the property via a box culvert system sized for a 100-yr storm, following a shifted alignment that allows for a viable and efficient site layout. Per revised Panel 48439C0095K of the FEMA Flood Insurance Rate Maps, dated September 25, 2009, the site is located in Zone X, special flood hazard. However, the preliminary current effective FEMA Flood Insurance Rate Map for this area is panel 48439C0094L, dated November 13, 2020. It shows the site mapped as Zone AE, subject to the studied 100-yr floodplain for Pecan Creek. The current effective FEMA floodplain and the preliminary FEMA Panel are shown in the attachments as Exhibit 2 and 3. 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 HYDROLOGIC ANALYSIS Evolving Texas developed a hydrology model to assess the hydrologic impact due to the proposed development. The U.S. Army Corps of Engineers (USACE) HEC-HMS program, version 4.11, was used to perform the hydrologic analysis. The Natural Resources Conservation Service’s (NRCS) SCS TR-55 methodology has been used to calculate the hydrologic parameters. Curve Numbers (CN) were computed based on a composite percentage of soil types within each new sub-basin as part of this study. Soil data was obtained from the Soil Survey data from USDA web soil survey. Precipitation values for 100 -year 24-hour storm events were obtained from North Central Texas Council of Governments (NCTCOG) Hydrology iSWM Manual for Tarrant County. The hydrologic analysis was accomplished to identify existing and proposed discharges from the drainage areas affected by the proposed Colleyville mixed use development. The existing conditions consider the site, which is an undeveloped area. The proposed condition analysis considers the site as developed, with offsite contributing watershed areas remaining under existing conditions. The point of analysis was downstream of the proposed site, identified as junction “J-2” in HEC-HMS. Table 1 presents a summary of hydrology parameters, and Table 2 presents the comparison of 100-yr flows. Exhibit KK illustrates the overall drainage area map. Table 1: Hydrology Parameters Table 2: HEC-HMS 100-yr Flow Comparison Subbasin Area (ac.) Area (sq. mi.) Existing Curve Number Existing Tc (min) Proposed Curve Number Proposed Tc (min) ON-1 3.08 0.0048 64.87 19.18 92.611 10.00 OS-1 203.36 0.3178 80.71 41.43 80.712 41.43 OS-2 24.82 0.0388 71.86 25.90 71.862 25.90 OS-3 3.77 0.0059 93.90 10.42 93.901 10.42 Hydrology Parameters Difference ID Existing Proposed Existing Proposed Prop-Ex ON-1 2.88 2.88 12.70 24.2 11.50 OS-1 203.39 203.39 793.40 793.4 0.00 OS-2 24.83 24.83 105.00 105 0.00 OS-3 3.78 3.78 30.00 30 0.00 J-1 203.39 203.39 793.40 793.4 0.00 J-2 234.88 234.88 883.00 882.5 -0.50 POA HEC-HMS FLOW COMPARISON Colleyville Flood Study, Colleyville, Texas CommentQ100 (cfs)TOTAL AREA (ac.) 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 HYDRAULIC ANALYSIS The U.S. Army Corps of Engineers (USACE) HEC-RAS program, version 5.0.7 was used to perform the hydraulic analysis. As stated above, the subject property lies within the 100-yr floodplain of Pecan Valley per the Preliminary FEMA FIRM map. FEMA does not have a finalized model for this Preliminary study. As such, Evolving Texas developed a HEC-RAS hydraulic model for Pecan Creek to study the hydraulic impacts. For this analysis the locations of the effective cross sections were obtained off the FEMA website. Modeling was then performed for both the existing and proposed conditions. Under proposed conditions, the portion of Pecan Creek running through the site is to be realigned. A 3-10’X6’ box culvert is proposed to convey existing flows through the site from offsite areas. Velocity and 100-yr water surface elevation comparisons are shown in Table 3 below. Table 3 - HEC-RAS 100-yr WSEL Comparaison River River Station QExisting Qproposed Storm Freq. Existing WSEL Existing Vel. Proposed WSEL Proposed Vel. Difference (Proposed-Existing) WSEL (ft)(ft/s)(ft)(ft/s)(ft) Reach 1 7281 793.4 793.4 100 YR 611.35 3.8 608.07 9.5 -3.28 Reach 1 7203 793.4 793.4 100 YR 611.06 4.7 607.91 8.8 -3.15 Reach 1 7131 793.4 793.4 100 YR 609.84 8.6 607.99 7.5 -1.85 Reach 1 6988 793.4 793.4 100 YR 608.84 6.5 608.05 5.9 -0.79 Reach 1 6883 -793.4 100 YR --608.06 5.2 - Reach 1 6803 883 882.5 100 YR 608.27 4.1 607.96 5.5 -0.31 Reach 1 6675 -882.5 100 YR --607.96 5.0 - Reach 1 6649 -882.5 100 YR --607.95 4.9 - Reach 1 6645 883 -100 YR 608.24 3.0 --- Reach 1 6580 883 882.5 100 YR 606.93 8.8 606.93 8.8 0.00 Reach 1 6524 883 882.5 100 YR 606.07 9.1 606.06 9.1 -0.01 Reach 1 6470 883 882.5 100 YR 605.82 7.2 605.82 7.2 0.00 2023015-Hydraulic Comparison For the 100-yr Storm Event 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 CONCLUSION The hydrologic and hydraulic impact analyses indicate that the proposed development will not increase peak flow to Pecan Creek and will not increase water surface elevations upstream, downstream, or through the site. Therefore, the proposed site would have no adverse impact on the adjacent and downstream properties. Evolving Texas requests the City’s concurrence that the approach outlined above would be acceptable to the city. If you have any questions or comments on the contents of this memo, please contact me at samantha@evolvingtexas.com or by phone at 817-529- 2700. Sincerely, Samantha Renz, P.E., C.F.M. Attachments: Existing Site Conditions Current Effective FIRM Preliminary Effective FIRM Overall Drainage Area Map Floodplain Workmap Hydrology Parameters 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 1 EXISTING SITE CONDITIONS EXISTING SITE CONDITIONS RKRKMW202301510/29/2024DRAWN BY:DESIGNED BY:CHECKED BY:PROJECT NO.DATE:6312 COLLEYVILLE BLVD. COLLEYVILLE, TEXAS 76034 RKRKMW202301510/29/2024EXHIBIT 1 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 2 CURRENT EFFECTIVE FIRM SITE 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 3 PRELIMINAR EFFECTIVE FIRM 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 4 OVERALL DRAINAGE AREA MAP OS-224.82 ACOS-1203.36 ACON-12.88 ACOS-33.77 ACOVERALL DRAINAGE AREA MAPEXHIBIT 4DRAWN BY:DESIGNED BY:CHECKED BY:PROJECT NO.DATE:6312 COLLEYVILLE BLVD. COLLEYVILLE, TEXAS 76034 RKRKMW202301510/29/2024 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 6 FLOODPLAIN WORKMAP 13222613155419532PARKING: 127 SPACESLOADING60'61'27'8'42'47'30'30'30'43'31'31'42'12'60'25'16'11'69'22'61'4'4'30'4'31'24'4'47'4'4'61'31'4'CANOPYDRAWN BY:DESIGNED BY:CHECKED BY:PROJECT NO.DATE:6312 COLLEYVILLE BLVD. COLLEYVILLE, TEXAS 76034 RKRKMW202301510/29/2024FLOODPLAIN WORKMAPEXHIBIT 9 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 5 HYDROLOGY PARAMETERS HYDROLOGY PARAMETERS TIME OF CONCENTRATION CALCULATIONS EXISTING AREA - OS-1 For Sheet Flow of less than 300 feet (Manning's) Tt = (0.007*(n*L)0.8 / P2*0.5*S0.4)*60 Travel Time Tt 5.61 min Manning's 'n'n 0.150 Length L 100 feet 2-year, 24-hour rainfall P2 3.9 inches Slope S 0.0650 ft/ft Shallow Concentrated Flow Unpaved V = 16.13*(S)0.5 Paved V = 20.33*(S)0.5 Average Velocity V 2.47 (ft/s) Slope S 0.023 (ft/ft) Average Velocity V 1.57 (ft/s) Slope S 0.006 (ft/ft) Time t 34.88 min Distance d 3296 feet Velocity v 1.57 ft/s Channel Flow V = (1.49/n)*(R)0.67 * (S)1/2 Tt = L/3600V {COFW Manual 1.3.6. 1.13 1.9} Travel time 0.015625 hour 0.9375 min. Flow Length L 225 feet Ave. Velocity V 4 ft/sec Mannings n 0.03 see chart on Mannings Tab Hydraulic R 9.345794 A/Pw Slope S 0.035556 ft/ft Cross Section Area A 1000 ft2 Wetted Perimeter Pw 107 ft Total Travel Time Sheet Flow 5.61 Min. Shallow Concentrated Flow 34.88 Min. Channel Flow 0.9375 Min. TOTAL TIME 41.43 Min. LAG TIME 24.86 Min. EXISTING AREA - OS-2 For Sheet Flow of less than 300 feet (Manning's) Tt = (0.007*(n*L)0.8 / P2*0.5*S0.4)*60 Travel TimeTt 13.68 min Manning's 'n'n 0.150 Length L 100 feet 2-year, 24-hour rainfallP2 3.9 inches Slope S 0.0070 ft/ft Shallow Concentrated Flow Unpaved V = 16.13*(S)0.5 Paved V = 20.33*(S)0.5 Unpaved Average VelocityV 3.02 (ft/s) Slope S 0.035 (ft/ft) Paved Average VelocityV 1.57 (ft/s) Slope S 0.006 (ft/ft) Time t 11.41 min Distance d 1078 feet Velocity v 1.57 ft/s Channel Flow V = (1.49/n)*(R)0.67 * (S)1/2 Tt = L/3600V {COFW Manual 1.3.6. 1.13 1.9} Travel time 0.013472 hour 0.808333 min. Flow LengthL 194 feet Ave. VelocityV 4 ft/sec Mannings n 0.03 see chart on Mannings Tab Hydraulic R 9.345794 A/Pw Slope S 0.004 ft/ft Cross Section AreaA 1000 ft2 Wetted PerimeterPw 107 ft Total Travel Time Sheet Flow 13.68 Min. Shallow Concentrated Flow 11.41 Min. Channel Flow 0.808333 Min. TOTAL TIME 25.90 Min. LAG TIME 15.5378 Min. EXISTING AREA - OS-3 For Sheet Flow of less than 300 feet (Manning's) Tt = (0.007*(n*L)0.8 / P2*0.5*S0.4)*60 Travel TimeTt 5.79 min Manning's 'n'n 0.150 Length L 100 feet 2-year, 24-hour rainfallP2 3.9 inches Slope S 0.0600 ft/ft Shallow Concentrated Flow Unpaved V = 16.13*(S)0.5 Paved V = 20.33*(S)0.5 Unpaved Average VelocityV 2.18 (ft/s) Slope S 0.018 (ft/ft) Paved Average VelocityV 1.57 (ft/s) Slope S 0.006 (ft/ft) Time t 4.63 min Distance d 437 feet Velocity v 1.57 ft/s Channel Flow V = (1.49/n)*(R)0.67 * (S)1/2 Tt = L/3600V {COFW Manual 1.3.6. 1.13 1.9} Travel time 0 hour 0 min. Flow LengthL 0 feet Ave. VelocityV 4 ft/sec Mannings n 0.03 see chart on Mannings Tab Hydraulic R 9.345794 A/Pw Slope S 0.004 ft/ft Cross Section AreaA 1000 ft2 Wetted PerimeterPw 107 ft Total Travel Time Sheet Flow 5.79 Min. Shallow Concentrated Flow 4.63 Min. Channel Flow 0 Min. TOTAL TIME 10.42 Min. LAG TIME 6.250224 Min. EXISTING AREA - ON-1 For Sheet Flow of less than 300 feet (Manning's) Tt = (0.007*(n*L)0.8 / P2*0.5*S0.4)*60 Travel TimeTt 15.75 min Manning's 'n'n 0.400 Length L 100 feet 2-year, 24-hour rainfallP2 3.9 inches Slope S 0.0350 ft/ft Shallow Concentrated Flow Unpaved V = 16.13*(S)0.5 Paved V = 20.33*(S)0.5 Unpaved Average VelocityV 2.01 (ft/s) Slope S 0.016 (ft/ft)0.030435 Paved Average VelocityV 1.57 (ft/s) Slope S 0.006 (ft/ft) Time t 1.86 min Distance d 225 feet Velocity v 2.01 ft/s Channel Flow V = (1.49/n)*(R)0.67 * (S)1/2 Tt = L/3600V {COFW Manual 1.3.6. 1.13 1.9} Travel time 0.026111 hour 1.566667 min. Flow LengthL 376 feet Ave. VelocityV 4 ft/sec Mannings n 0.03 see chart on Mannings Tab Hydraulic R 9.345794 A/Pw Slope S 0.004 ft/ft Cross Section AreaA 1000 ft2 Wetted PerimeterPw 107 ft Total Travel Time Sheet Flow 15.75 Min. Shallow Concentrated Flow 1.86 Min. Channel Flow 1.566667 Min. TOTAL TIME 19.18 Min. LAG TIME 11.50744 Min. PROPOSED AREA - ON-1 For Sheet Flow of less than 300 feet (Manning's) Tt = (0.007*(n*L)0.8 / P2*0.5*S0.4)*60 Travel TimeTt 1.16 min Manning's 'n'n 0.010 Length L 100 feet 2-year, 24-hour rainfallP2 3.9 inches Slope S 0.0150 ft/ft Shallow Concentrated Flow Unpaved V = 16.13*(S)0.5 Paved V = 20.33*(S)0.5 Unpaved Average VelocityV 2.98 (ft/s) Slope S 0.034 (ft/ft) Paved Average VelocityV 1.57 (ft/s) Slope S 0.006 (ft/ft) Time t 2.48 min Distance d 234 feet Velocity v 1.57 ft/s Channel Flow V = (1.49/n)*(R)0.67 * (S)1/2 Tt = L/3600V {COFW Manual 1.3.6. 1.13 1.9} Travel time 0.023194 hour 1.391667 min. Flow LengthL 334 feet Ave. VelocityV 4 ft/sec Mannings n 0.03 see chart on Mannings Tab Hydraulic R 9.345794 A/Pw Slope S 0.004 ft/ft Cross Section AreaA 1000 ft2 Wetted PerimeterPw 107 ft Total Travel Time Sheet Flow 1.16 Min. Shallow Concentrated Flow 2.48 Min. Channel Flow 1.391667 Min. TOTAL TIME 5.02 Min. Min time=10 Min. LAG TIME 6 Min. HYDROLOGY PARAMETERS COMPOSITE CN NUMBER CALCULATIONS AREA NAME LandUse Area MUSYM Soil_Group CN CN*Area OS-1 Residential districts: 1/4 acre 43.5600 BmC C 83 3615.48 OS-1 Urban districts: Commercial and business 609.8400 BmC C 94 57324.96 OS-1 Urban districts: Commercial and business 0.0000 BmC C 94 0 OS-1 Impervious areas: Paved; curbs and storm drains 7100.2800 BmC C 98 695827.4 OS-1 Open space: Good condition 550772.6400 BmC C 74 40757175 OS-3 Urban districts: Commercial and business 3528.3600 RaA C 94 331665.8 OS-1 Residential districts: 1/4 acre 87.1200 CrD D 87 7579.44 OS-1 Impervious areas: Paved; curbs and storm drains 0.0000 CrD D 98 0 OS-1 Impervious areas: Paved; curbs and storm drains 130.6800 CrD D 98 12806.64 OS-1 Impervious areas: Paved; curbs and storm drains 35457.8400 CrD D 98 3474868 OS-1 Open space: Good condition 61332.4800 CrD D 80 4906598 OS-1 Urban districts: Commercial and business 32321.5200 GuC B 92 2973580 OS-1 Residential districts: 1/2 acre 16901.2800 GuC B 70 1183090 OS-1 Urban districts: Commercial and business 68302.0800 GuC B 92 6283791 OS-1 Residential districts: 1/4 acre 230563.0800 GuC B 75 17292231 OS-1 Pasture or range land: good condition 177463.4400 GuC B 61 10825270 OS-1 Urban districts: Commercial and business 40205.8800 GuC B 92 3698941 OS-1 Impervious areas: Paved; curbs and storm drains 188484.1200 GuC B 98 18471444 OS-1 Pasture or range land: good condition 696.9600 GfB B 61 42514.56 OS-1 Residential districts: 1 acre 46391.4000 GfB B 68 3154615 OS-1 Residential districts: 1/2 acre 82720.4400 GfB B 70 5790431 OS-1 Residential districts: 1/2 acre 91345.3200 GfB B 70 6394172 OS-1 Residential districts: 1/2 acre 82371.9600 GfB B 70 5766037 OS-1 Impervious areas: Paved; curbs and storm drains 53622.3600 GfB B 98 5254991 OS-1 Pasture or range land: good condition 1437.4800 RuA C 74 106373.5 ON-1 Pasture or range land: good condition 5009.4000 RuA C 74 370695.6 OS-3 Pasture or range land: good condition 43.5600 RuA C 74 3223.44 OS-1 Pasture or range land: good condition 0.0000 RuA C 74 0 OS-1 Residential districts: 1/3 acre 0.0000 RuA C 81 0 OS-1 Urban districts: Commercial and business 97138.8000 RuA C 94 9131047 OS-1 Pasture or range land: good condition 392.0400 RuA C 74 29010.96 OS-3 Urban districts: Commercial and business 1176.1200 RuA C 94 110555.3 OS-1 Urban districts: Commercial and business 25787.5200 RuA C 94 2424027 OS-1 Residential districts: 1/4 acre 8232.8400 RuA C 83 683325.7 OS-1 Residential districts: 1/4 acre 2787.8400 RuA C 83 231390.7 OS-1 Residential districts: 1/4 acre 7318.0800 RuA C 83 607400.6 OS-1 Residential districts: 1/4 acre 0.0000 RuA C 83 0 OS-1 Impervious areas: Paved; curbs and storm drains 7927.9200 RuA C 98 776936.2 OS-1 Urban districts: Commercial and business 207911.8800 RuA C 94 19543717 OS-1 Urban districts: Commercial and business 641900.1600 RuA C 94 60338615 ON-1 Impervious areas: Paved; curbs and storm drains 43.5600 RuA C 98 4268.88 OS-3 Impervious areas: Paved; curbs and storm drains 15725.1600 RuA C 98 1541066 OS-1 Impervious areas: Paved; curbs and storm drains 291198.6000 RuA C 98 28537463 OS-1 Open space: Good condition 823850.2800 RuA C 74 60964921 OS-1 Residential districts: 1/4 acre 26963.6400 GgC B 75 2022273 OS-1 Residential districts: 1/4 acre 109030.6800 GgC B 75 8177301 OS-1 Impervious areas: Paved; curbs and storm drains 26876.5200 GgC B 98 2633899 OS-1 Residential districts: 1/4 acre 2570.0400 SsD B 75 192753 OS-1 Residential districts: 1/4 acre 827.6400 SsD B 75 62073 OS-1 Residential districts: 1/4 acre 84288.6000 SsD B 75 6321645 OS-1 Impervious areas: Paved; curbs and storm drains 31537.4400 SsD B 98 3090669 OS-1 Impervious areas: Paved; curbs and storm drains 0.0000 SsD B 98 0 OS-1 Residential districts: 1/2 acre 92565.0000 GfB B 70 6479550 OS-1 Residential districts: 1/2 acre 224072.6400 GfB B 70 15685085 OS-1 Residential districts: 1/2 acre 19471.3200 GfB B 70 1362992 OS-1 Residential districts: 1/3 acre 32495.7600 GfB B 72 2339695 OS-1 Residential districts: 1/3 acre 9931.6800 GfB B 72 715081 OS-1 Urban districts: Commercial and business 8145.7200 GfB B 92 749406.2 OS-1 Residential districts: 1/4 acre 6838.9200 GfB B 75 512919 OS-1 Impervious areas: Paved; curbs and storm drains 86902.2000 GfB B 98 8516416 OS-1 Pasture or range land: good condition 31973.0400 SsD B 61 1950355 OS-1 Pasture or range land: good condition 43167.9600 SsD B 61 2633246 ON-1 Pasture or range land: good condition 81675.0000 SsD B 61 4982175 OS-2 Pasture or range land: good condition 653.4000 SsD B 61 39857.4 OS-2 Residential districts: 1/2 acre 255566.5200 SsD B 70 17889656 OS-1 Residential districts: 1/2 acre 3005.6400 SsD B 70 210394.8 OS-2 Residential districts: 1/2 acre 168010.9200 SsD B 70 11760764 OS-1 Residential districts: 1/2 acre 9147.6000 SsD B 70 640332 OS-2 Urban districts: Commercial and business 44039.1600 SsD B 92 4051603 OS-2 Pasture or range land: good condition 100797.8400 SsD B 61 6148668 OS-1 Pasture or range land: good condition 130984.9200 SsD B 61 7990080 OS-1 Residential districts: 1/2 acre 653.4000 SsD B 70 45738 OS-1 Residential districts: 1/2 acre 228428.6400 SsD B 70 15990005 OS-1 Residential districts: 1/3 acre 92521.4400 SsD B 72 6661544 OS-1 Urban districts: Commercial and business 225945.7200 SsD B 92 20787006 OS-1 Residential districts: 1/2 acre 45912.2400 SsD B 70 3213857 ON-1 Impervious areas: Paved; curbs and storm drains 43.5600 SsD B 98 4268.88 OS-3 Impervious areas: Paved; curbs and storm drains 87.1200 SsD B 98 8537.76 OS-2 Impervious areas: Paved; curbs and storm drains 64599.4800 SsD B 98 6330749 OS-1 Impervious areas: Paved; curbs and storm drains 110860.2000 SsD B 98 10864300 OS-1 Residential districts: 1/4 acre 827.6400 GfC B 75 62073 OS-1 Residential districts: 1/4 acre 46565.6400 GfC B 75 3492423 ON-1 Pasture or range land: good condition 18208.0800 GfC B 61 1110693 OS-3 Urban districts: Commercial and business 108856.4400 GfC B 92 10014792 OS-1 Urban districts: Commercial and business 46609.2000 GfC B 92 4288046 OS-1 Residential districts: 1/4 acre 11586.9600 GfC B 75 869022 OS-1 Residential districts: 1/4 acre 8102.1600 GfC B 75 607662 OS-1 Residential districts: 1/4 acre 95309.2800 GfC B 75 7148196 OS-1 Residential districts: 1/4 acre 92782.8000 GfC B 75 6958710 OS-1 Residential districts: 1/4 acre 50355.3600 GfC B 75 3776652 OS-1 Residential districts: 1/4 acre 27355.6800 GfC B 75 2051676 OS-1 Residential districts: 1/4 acre 37418.0400 GfC B 75 2806353 OS-1 Impervious areas: Paved; curbs and storm drains 159037.5600 GfC B 98 15585681 OS-1 Urban districts: Commercial and business 8232.8400 GfC B 92 757421.3 ON-1 Impervious areas: Paved; curbs and storm drains 914.7600 GfC B 98 89646.48 OS-3 Impervious areas: Paved; curbs and storm drains 31929.4800 GfC B 98 3129089 OS-1 Impervious areas: Paved; curbs and storm drains 3920.4000 GfC B 98 384199.2 OS-1 Residential districts: 1/2 acre 6577.5600 CrB D 85 559092.6 OS-1 Residential districts: 1/3 acre 41991.8400 CrB D 86 3611298 OS-1 Residential districts: 1/3 acre 8232.8400 CrB D 86 708024.2 EXISTING COMPOSITE CN CALCULATIONS OS-1 Urban districts: Commercial and business 65732.0400 CrB D 95 6244544 OS-1 Urban districts: Commercial and business 26658.7200 CrB D 95 2532578 OS-1 Impervious areas: Paved; curbs and storm drains 41033.5200 CrB D 98 4021285 ON-1 Pasture or range land: good condition 20081.1600 CrB D 80 1606493 OS-2 Pasture or range land: good condition 174.2400 CrB D 80 13939.2 OS-3 Urban districts: Commercial and business 130.6800 CrB D 95 12414.6 OS-2 Urban districts: Commercial and business 20734.5600 CrB D 95 1969783 ON-1 Impervious areas: Paved; curbs and storm drains 130.6800 CrB D 98 12806.64 OS-3 Impervious areas: Paved; curbs and storm drains 2787.8400 CrB D 98 273208.3 OS-2 Impervious areas: Paved; curbs and storm drains 1306.8000 CrB D 98 128066.4 OS-1 Residential districts: 1/2 acre 3354.1200 BmC C 80 268329.6 OS-2 Pasture or range land: good condition 83504.5200 BmC C 74 6179334 OS-1 Pasture or range land: good condition 43080.8400 BmC C 74 3187982 OS-2 Residential districts: 1/2 acre 2047.3200 BmC C 80 163785.6 OS-1 Residential districts: 1/2 acre 72396.7200 BmC C 80 5791738 OS-2 Residential districts: 1/2 acre 740.5200 BmC C 80 59241.6 OS-1 Impervious areas: Paved; curbs and storm drains 12283.9200 BmC C 98 1203824 OS-1 Residential districts: 1/4 acre 5445.0000 GfB B 75 408375 OS-1 Residential districts: 1/4 acre 4138.2000 GfB B 75 310365 OS-1 Residential districts: 1/4 acre 141003.7200 GfB B 75 10575279 OS-1 Urban districts: Commercial and business 615023.6400 GfB B 92 56582175 OS-1 Impervious areas: Paved; curbs and storm drains 9844.5600 GfB B 98 964766.9 OS-1 Open space: Good condition 106460.6400 GfB B 61 6494099 OS-1 Impervious areas: Paved; curbs and storm drains 1785.9600 GfB B 98 175024.1 OS-1 Pasture or range land: good condition 11282.0400 GfC B 61 688204.4 OS-2 Residential districts: 1/2 acre 169012.8000 GfC B 70 11830896 OS-1 Residential districts: 1/2 acre 80193.9600 GfC B 70 5613577 OS-2 Pasture or range land: good condition 146971.4400 GfC B 61 8965258 OS-1 Pasture or range land: good condition 43.5600 GfC B 61 2657.16 OS-2 Residential districts: 1/2 acre 1916.6400 GfC B 70 134164.8 OS-1 Residential districts: 1/2 acre 5140.0800 GfC B 70 359805.6 OS-1 Residential districts: 1/2 acre 35065.8000 GfC B 70 2454606 OS-1 Residential districts: 1/3 acre 52794.7200 GfC B 72 3801220 OS-1 Urban districts: Commercial and business 26005.3200 GfC B 92 2392489 OS-2 Impervious areas: Paved; curbs and storm drains 19819.8000 GfC B 98 1942340 OS-1 Impervious areas: Paved; curbs and storm drains 34891.5600 GfC B 98 3419373 OS-2 Pasture or range land: good condition 130.6800 GfC B 61 7971.48 OS-1 Pasture or range land: good condition 4791.6000 GfC B 61 292287.6 OS-1 Residential districts: 1 acre 34848.0000 GfC B 68 2369664 OS-1 Residential districts: 1/2 acre 116610.1200 GfC B 70 8162708 OS-1 Residential districts: 1/2 acre 572334.8400 GfC B 70 40063439 OS-1 Residential districts: 1/2 acre 163916.2800 GfC B 70 11474140 OS-2 Residential districts: 1/2 acre 1437.4800 GfC B 70 100623.6 OS-1 Residential districts: 1/2 acre 65514.2400 GfC B 70 4585997 OS-1 Impervious areas: Paved; curbs and storm drains 112254.1200 GfC B 98 11000904 OS-1 Residential districts: 1/2 acre 75141.0000 CuC D 85 6386985 OS-1 Residential districts: 1/4 acre 52794.7200 CuC D 87 4593141 OS-1 Pasture or range land: good condition 37984.3200 CuC D 80 3038746 OS-1 Impervious areas: Paved; curbs and storm drains 17946.7200 CuC D 98 1758779 Total 10232461.8 Subbasins Area CN*Area Composite CN Name (sf)(ac) ON-1 126106.2 8181047.16 64.87 OS-1 8860626.72 715155360 80.71 OS-2 1081464.12 77716702.8 71.86 OS-3 164264.76 15424552.4 93.90 AREA NAME LandUse Area MUSYM Soil_Group CN CN*Area OS-1 Residential districts: 1/4 acre 43.5600 BmC C 83 3615.48 OS-1 Urban districts: Commercial and business 609.8400 BmC C 94 57324.96 OS-1 Urban districts: Commercial and business 0.0000 BmC C 94 0 OS-1 Impervious areas: Paved; curbs and storm drains 7100.2800 BmC C 98 695827.4 OS-1 Open space: Good condition 550772.6400 BmC C 74 40757175 OS-3 Urban districts: Commercial and business 3528.3600 RaA C 94 331665.8 OS-1 Residential districts: 1/4 acre 87.1200 CrD D 87 7579.44 OS-1 Impervious areas: Paved; curbs and storm drains 0.0000 CrD D 98 0 OS-1 Impervious areas: Paved; curbs and storm drains 130.6800 CrD D 98 12806.64 OS-1 Impervious areas: Paved; curbs and storm drains 35457.8400 CrD D 98 3474868 OS-1 Open space: Good condition 61332.4800 CrD D 80 4906598 OS-1 Urban districts: Commercial and business 32321.5200 GuC B 92 2973580 OS-1 Residential districts: 1/2 acre 16901.2800 GuC B 70 1183090 OS-1 Urban districts: Commercial and business 68302.0800 GuC B 92 6283791 OS-1 Residential districts: 1/4 acre 230563.0800 GuC B 75 17292231 OS-1 Pasture or range land: good condition 177463.4400 GuC B 61 10825270 OS-1 Urban districts: Commercial and business 40205.8800 GuC B 92 3698941 OS-1 Impervious areas: Paved; curbs and storm drains 188484.1200 GuC B 98 18471444 OS-1 Pasture or range land: good condition 696.9600 GfB B 61 42514.56 OS-1 Residential districts: 1 acre 46391.4000 GfB B 68 3154615 OS-1 Residential districts: 1/2 acre 82720.4400 GfB B 70 5790431 OS-1 Residential districts: 1/2 acre 91345.3200 GfB B 70 6394172 OS-1 Residential districts: 1/2 acre 82371.9600 GfB B 70 5766037 OS-1 Impervious areas: Paved; curbs and storm drains 53622.3600 GfB B 98 5254991 OS-1 Pasture or range land: good condition 1437.4800 RuA C 74 106373.5 ON-1 Urban districts: Commercial and business 5009.4000 RuA C 94 470883.6 OS-3 Pasture or range land: good condition 43.5600 RuA C 74 3223.44 OS-1 Pasture or range land: good condition 0.0000 RuA C 74 0 OS-1 Residential districts: 1/3 acre 0.0000 RuA C 81 0 OS-1 Urban districts: Commercial and business 97138.8000 RuA C 94 9131047 OS-1 Pasture or range land: good condition 392.0400 RuA C 74 29010.96 OS-3 Urban districts: Commercial and business 1176.1200 RuA C 94 110555.3 OS-1 Urban districts: Commercial and business 25787.5200 RuA C 94 2424027 OS-1 Residential districts: 1/4 acre 8232.8400 RuA C 83 683325.7 OS-1 Residential districts: 1/4 acre 2787.8400 RuA C 83 231390.7 OS-1 Residential districts: 1/4 acre 7318.0800 RuA C 83 607400.6 OS-1 Residential districts: 1/4 acre 0.0000 RuA C 83 0 OS-1 Impervious areas: Paved; curbs and storm drains 7927.9200 RuA C 98 776936.2 OS-1 Urban districts: Commercial and business 207911.8800 RuA C 94 19543717 OS-1 Urban districts: Commercial and business 641900.1600 RuA C 94 60338615 ON-1 Impervious areas: Paved; curbs and storm drains 43.5600 RuA C 98 4268.88 OS-3 Impervious areas: Paved; curbs and storm drains 15725.1600 RuA C 98 1541066 OS-1 Impervious areas: Paved; curbs and storm drains 291198.6000 RuA C 98 28537463 OS-1 Open space: Good condition 823850.2800 RuA C 74 60964921 OS-1 Residential districts: 1/4 acre 26963.6400 GgC B 75 2022273 OS-1 Residential districts: 1/4 acre 109030.6800 GgC B 75 8177301 OS-1 Impervious areas: Paved; curbs and storm drains 26876.5200 GgC B 98 2633899 OS-1 Residential districts: 1/4 acre 2570.0400 SsD B 75 192753 OS-1 Residential districts: 1/4 acre 827.6400 SsD B 75 62073 OS-1 Residential districts: 1/4 acre 84288.6000 SsD B 75 6321645 OS-1 Impervious areas: Paved; curbs and storm drains 31537.4400 SsD B 98 3090669 OS-1 Impervious areas: Paved; curbs and storm drains 0.0000 SsD B 98 0 OS-1 Residential districts: 1/2 acre 92565.0000 GfB B 70 6479550 OS-1 Residential districts: 1/2 acre 224072.6400 GfB B 70 15685085 OS-1 Residential districts: 1/2 acre 19471.3200 GfB B 70 1362992 OS-1 Residential districts: 1/3 acre 32495.7600 GfB B 72 2339695 OS-1 Residential districts: 1/3 acre 9931.6800 GfB B 72 715081 OS-1 Urban districts: Commercial and business 8145.7200 GfB B 92 749406.2 OS-1 Residential districts: 1/4 acre 6838.9200 GfB B 75 512919 OS-1 Impervious areas: Paved; curbs and storm drains 86902.2000 GfB B 98 8516416 OS-1 Pasture or range land: good condition 31973.0400 SsD B 61 1950355 OS-1 Pasture or range land: good condition 43167.9600 SsD B 61 2633246 ON-1 Urban districts: Commercial and business 81675.0000 SsD B 92 7514100 OS-2 Pasture or range land: good condition 653.4000 SsD B 61 39857.4 OS-2 Residential districts: 1/2 acre 255566.5200 SsD B 70 17889656 OS-1 Residential districts: 1/2 acre 3005.6400 SsD B 70 210394.8 OS-2 Residential districts: 1/2 acre 168010.9200 SsD B 70 11760764 OS-1 Residential districts: 1/2 acre 9147.6000 SsD B 70 640332 OS-2 Urban districts: Commercial and business 44039.1600 SsD B 92 4051603 OS-2 Pasture or range land: good condition 100797.8400 SsD B 61 6148668 OS-1 Pasture or range land: good condition 130984.9200 SsD B 61 7990080 OS-1 Residential districts: 1/2 acre 653.4000 SsD B 70 45738 OS-1 Residential districts: 1/2 acre 228428.6400 SsD B 70 15990005 OS-1 Residential districts: 1/3 acre 92521.4400 SsD B 72 6661544 OS-1 Urban districts: Commercial and business 225945.7200 SsD B 92 20787006 OS-1 Residential districts: 1/2 acre 45912.2400 SsD B 70 3213857 ON-1 Impervious areas: Paved; curbs and storm drains 43.5600 SsD B 98 4268.88 OS-3 Impervious areas: Paved; curbs and storm drains 87.1200 SsD B 98 8537.76 OS-2 Impervious areas: Paved; curbs and storm drains 64599.4800 SsD B 98 6330749 OS-1 Impervious areas: Paved; curbs and storm drains 110860.2000 SsD B 98 10864300 OS-1 Residential districts: 1/4 acre 827.6400 GfC B 75 62073 OS-1 Residential districts: 1/4 acre 46565.6400 GfC B 75 3492423 ON-1 Urban districts: Commercial and business 18208.0800 GfC B 92 1675143 OS-3 Urban districts: Commercial and business 108856.4400 GfC B 92 10014792 OS-1 Urban districts: Commercial and business 46609.2000 GfC B 92 4288046 OS-1 Residential districts: 1/4 acre 11586.9600 GfC B 75 869022 OS-1 Residential districts: 1/4 acre 8102.1600 GfC B 75 607662 OS-1 Residential districts: 1/4 acre 95309.2800 GfC B 75 7148196 OS-1 Residential districts: 1/4 acre 92782.8000 GfC B 75 6958710 OS-1 Residential districts: 1/4 acre 50355.3600 GfC B 75 3776652 OS-1 Residential districts: 1/4 acre 27355.6800 GfC B 75 2051676 OS-1 Residential districts: 1/4 acre 37418.0400 GfC B 75 2806353 OS-1 Impervious areas: Paved; curbs and storm drains 159037.5600 GfC B 98 15585681 OS-1 Urban districts: Commercial and business 8232.8400 GfC B 92 757421.3 ON-1 Impervious areas: Paved; curbs and storm drains 914.7600 GfC B 98 89646.48 OS-3 Impervious areas: Paved; curbs and storm drains 31929.4800 GfC B 98 3129089 OS-1 Impervious areas: Paved; curbs and storm drains 3920.4000 GfC B 98 384199.2 OS-1 Residential districts: 1/2 acre 6577.5600 CrB D 85 559092.6 OS-1 Residential districts: 1/3 acre 41991.8400 CrB D 86 3611298 OS-1 Residential districts: 1/3 acre 8232.8400 CrB D 86 708024.2 PROPOSED COMPOSITE CN CALCULATIONS OS-1 Urban districts: Commercial and business 65732.0400 CrB D 95 6244544 OS-1 Urban districts: Commercial and business 26658.7200 CrB D 95 2532578 OS-1 Impervious areas: Paved; curbs and storm drains 41033.5200 CrB D 98 4021285 ON-1 Urban districts: Commercial and business 20081.1600 CrB D 95 1907710 OS-2 Pasture or range land: good condition 174.2400 CrB D 80 13939.2 OS-3 Urban districts: Commercial and business 130.6800 CrB D 95 12414.6 OS-2 Urban districts: Commercial and business 20734.5600 CrB D 95 1969783 ON-1 Impervious areas: Paved; curbs and storm drains 130.6800 CrB D 98 12806.64 OS-3 Impervious areas: Paved; curbs and storm drains 2787.8400 CrB D 98 273208.3 OS-2 Impervious areas: Paved; curbs and storm drains 1306.8000 CrB D 98 128066.4 OS-1 Residential districts: 1/2 acre 3354.1200 BmC C 80 268329.6 OS-2 Pasture or range land: good condition 83504.5200 BmC C 74 6179334 OS-1 Pasture or range land: good condition 43080.8400 BmC C 74 3187982 OS-2 Residential districts: 1/2 acre 2047.3200 BmC C 80 163785.6 OS-1 Residential districts: 1/2 acre 72396.7200 BmC C 80 5791738 OS-2 Residential districts: 1/2 acre 740.5200 BmC C 80 59241.6 OS-1 Impervious areas: Paved; curbs and storm drains 12283.9200 BmC C 98 1203824 OS-1 Residential districts: 1/4 acre 5445.0000 GfB B 75 408375 OS-1 Residential districts: 1/4 acre 4138.2000 GfB B 75 310365 OS-1 Residential districts: 1/4 acre 141003.7200 GfB B 75 10575279 OS-1 Urban districts: Commercial and business 615023.6400 GfB B 92 56582175 OS-1 Impervious areas: Paved; curbs and storm drains 9844.5600 GfB B 98 964766.9 OS-1 Open space: Good condition 106460.6400 GfB B 61 6494099 OS-1 Impervious areas: Paved; curbs and storm drains 1785.9600 GfB B 98 175024.1 OS-1 Pasture or range land: good condition 11282.0400 GfC B 61 688204.4 OS-2 Residential districts: 1/2 acre 169012.8000 GfC B 70 11830896 OS-1 Residential districts: 1/2 acre 80193.9600 GfC B 70 5613577 OS-2 Pasture or range land: good condition 146971.4400 GfC B 61 8965258 OS-1 Pasture or range land: good condition 43.5600 GfC B 61 2657.16 OS-2 Residential districts: 1/2 acre 1916.6400 GfC B 70 134164.8 OS-1 Residential districts: 1/2 acre 5140.0800 GfC B 70 359805.6 OS-1 Residential districts: 1/2 acre 35065.8000 GfC B 70 2454606 OS-1 Residential districts: 1/3 acre 52794.7200 GfC B 72 3801220 OS-1 Urban districts: Commercial and business 26005.3200 GfC B 92 2392489 OS-2 Impervious areas: Paved; curbs and storm drains 19819.8000 GfC B 98 1942340 OS-1 Impervious areas: Paved; curbs and storm drains 34891.5600 GfC B 98 3419373 OS-2 Pasture or range land: good condition 130.6800 GfC B 61 7971.48 OS-1 Pasture or range land: good condition 4791.6000 GfC B 61 292287.6 OS-1 Residential districts: 1 acre 34848.0000 GfC B 68 2369664 OS-1 Residential districts: 1/2 acre 116610.1200 GfC B 70 8162708 OS-1 Residential districts: 1/2 acre 572334.8400 GfC B 70 40063439 OS-1 Residential districts: 1/2 acre 163916.2800 GfC B 70 11474140 OS-2 Residential districts: 1/2 acre 1437.4800 GfC B 70 100623.6 OS-1 Residential districts: 1/2 acre 65514.2400 GfC B 70 4585997 OS-1 Impervious areas: Paved; curbs and storm drains 112254.1200 GfC B 98 11000904 OS-1 Residential districts: 1/2 acre 75141.0000 CuC D 85 6386985 OS-1 Residential districts: 1/4 acre 52794.7200 CuC D 87 4593141 OS-1 Pasture or range land: good condition 37984.3200 CuC D 80 3038746 OS-1 Impervious areas: Paved; curbs and storm drains 17946.7200 CuC D 98 1758779 Total 10232461.8 Subbasins Area CN*Area Composite CN Name (sf)(ac) ON-1 126106.2 11678828 92.61 OS-1 8860626.72 715155360 80.71 OS-2 1081464.12 77716702.8 71.86 OS-3 164264.76 15424552.4 93.90 2750 River Park Plaza, Suite 100 | Fort Worth, TX 76116 | 817-529-2700 EXHIBIT 7 HEC-RAS HYDRAULIC TABLES River River Station QExisting Qproposed Storm Freq. Existing WSEL Existing Vel. Proposed WSEL Proposed Vel.Difference (Proposed- Existing) WSEL (ft)(ft/s)(ft)(ft/s)(ft) Reach 1 7281 793.4 793.4 100 YR 611.35 3.8 608.07 9.5 -3.28 Reach 1 7203 793.4 793.4 100 YR 611.06 4.7 607.91 8.8 -3.15 Reach 1 7131 793.4 793.4 100 YR 609.84 8.6 607.99 7.5 -1.85 Reach 1 6988 793.4 793.4 100 YR 608.84 6.5 608.05 5.9 -0.79 Reach 1 6883 -793.4 100 YR --608.06 5.2 - Reach 1 6803 883 882.5 100 YR 608.27 4.1 607.96 5.5 -0.31 Reach 1 6675 -882.5 100 YR --607.96 5.0 - Reach 1 6649 -882.5 100 YR --607.95 4.9 - Reach 1 6645 883 -100 YR 608.24 3.0 --- Reach 1 6580 883 882.5 100 YR 606.93 8.8 606.93 8.8 0.00 Reach 1 6524 883 882.5 100 YR 606.07 9.1 606.06 9.1 -0.01 Reach 1 6470 883 882.5 100 YR 605.82 7.2 605.82 7.2 0.00 2023015-Hydraulic Comparison For the 100-yr Storm Event COLLEYVILLE RETAILCOLLEYVILLE RETAIL NOVEMBER 01, 2024 NOVEMBER 01, 2024PERSPECTIVE 1 NOVEMBER 01, 2024PERSPECTIVE 2 NOVEMBER 01, 2024PERSPECTIVE 3 NOVEMBER 01, 2024PERSPECTIVE 4 NOVEMBER 01, 2024PERSPECTIVE 5 NOVEMBER 01, 2024PERSPECTIVE 6 DEVELOPMENT SCHEDULE The proposed development will follow the time frame allowed by the City of Colleyville after the CLOMR has been approved by FEMA, all applicable construction plans have been approved, and all applicable forms and documents have been received by the City of Colleyville to begin and complete construction in a timely manner. The plan is to have the construction begin some time in 2025 and be completed some time in 2026.