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Planning and Zoning Commission-Agenda Packets-1/22/2024
City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, JANUARY 22, 2024 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1.CALL TO ORDER 2.PRESENTATION AND DISCUSSION 2a Presentation and Discussion of a Preliminary/Final Plat for the 4016 Jackson Road Addition, being Tracts 4F, 4U, and 4W, Abstract 1518, David R Teeter Survey, located at 4016 Jackson Road, Case PC24-001 2b Presentation and Discussion of a Rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24-001 2c Presentation and Discussion of an Amendment to the Land Development Code, Chapter 3, Section 3.26.E, specifically to allow for corner side yard fences greater than 30 inches in height and no greater than 25 percent opaque construction to be placed ten feet from the property line 3. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Thursday, January 18, 2023 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 Agenda Date 1/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and Discussion of a Preliminary/Final Plat for the 4016 Jackson Road Addition, being Tracts 4F, 4U, and 4W, Abstract 1518, David R Teeter Survey, located at 4016 Jackson Road, Case PC24-001 Explanation Jared Stroebel, the applicant, has submitted a request for a Preliminary/Final Plat located on Tracts 4F, 4U, and 4W, Abstract 1518, in the David R. Teeter Survey, being approximately 10.93 acres and zoned R-40 Single Family Residential district. The purpose of the plat is for a new five lot single-family subdivision. Attachments 1. Aerial Map 2. Zoning Map 3. Plat Exhibit 4. Existing Drainage 5. Proposed Drainage 6. Grading Plan 7. Landscaping Plan 8. Fencing Exhibit JACKSON RDCHEEK SPARGER RD WOODSTOCK DR SPRINGHOLLOWSTSTONEHAVENDR K E N S I N G T O NPLDUNDEE CTWINDVIEWDRTAMBLEWOODDRWITTEN DR IVY GLEN CTS H E R W O O D LN BUCKINGHAMPLOAK KNO L L DR O A K K N O L L CTSubject 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. ZC24-001 - 4016 Jackson Rd Preliminary Plat ZC24-001 - 4016 Jackson Aerial Map STONEHAVENDRJACKSON RDK E N S I N G T O NPL CHEEK SPARGER RDTAMBLEWOODDRWITTENDR IVY GLEN CTBUCKINGHAMPLWOODSTOCK DR S H E R W O O D L N SPRINGHOLLOWSTOAK KNO L L DR O A K K N O L L CTAG R-20 R-30 AG PUD-R R-20R-20 PUD-R PUD-R R-40 R-20 R-20RE 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. ZC24-001 - 4016 Jackson Rd Preliminary Plat ZC24-001 - 4016 Jackson Zoning Map JACKSON ROADOAK KNOLL DRIVE 100YRFLOODPLAIN"ZONE AE"STREET AN49° 45' 20.11"W150.00'S37° 59' 24.73"W270.00'S49° 45' 20.11"E150.00'N38° 04' 49.59"E206.93'N37° 41' 38.82"E63.07'N51° 15' 47.60"W23.49'N21° 56' 17.66"W39.51'S68° 03' 42.34"W158.99'S44° 28' 17.13"W102.07'L=105.45'6.70'N37° 41' 38.82"E318.48'S37° 44' 20.68"W162.58'S1 9 ° 5 3 ' 0 3 . 3 7 " E 21 3 . 3 9 'S65° 14' 16.66"W160.46'S2 1 ° 3 3 ' 2 9 . 1 5 " E 48 5 . 2 5 'L=86.74'N2 1 ° 5 6 ' 1 7 . 6 6 " W 79 6 . 0 2 'S65° 14' 16.66"W160.46'S12° 47' 22.25"E234.71'S28° 57' 31.64"E129.84'80.39'L=69.61'S37° 55' 42.79"W187.00'S50° 54' 27.08"E50.29'S49° 45' 20.11"E162.12'N37° 59' 24.73"E194.34'N52° 00' 35.27"W212.48'35' R.O.W.DEDICATION10' R.O.W.DEDICATION40' B.L.40' B.L.10' UTILITYEASEMENT10' UTILITYEASEMENT40' B.L.15' B.L.15' B.L.25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.15' B.L.15' B.L.40' B.L.40' B.L.15' B.L.15' B.L.15' B . L . 15' B . L . 15' B . L . 15' B.L.25' B.L.25' B.L.25' B.L.15' B . L .LOT 540512.49 SF0.93 ACLOT 440167.67 SF0.92 ACLOT 3192968.10 SF4.43 ACLOT 296113.18 SF2.21 ACLOT 140411.74 SF0.93 ACTR A C T 1 T R A C T 2 TRACT 3TRACT 2 TRACT 1SUSANNE FOREMAND2220919665.528 ACRESTRACT 2SUSANNE FOREMAND2220919663.692 ACRESTRACT 3GREGORY & SUSANNEFOREMAN5527 / 9991.997 ACRESBRUCE & SHIRLEYSCHOLLMEYER, TRUSTEESD207094905JIM & MARY MARTIN12142 / 29BRUCE & SHIRLEYSCHOLLMEYER TRUSTEE'SD20709490610' UTILITYEASEMENTVICINITY MAPN.T.SNDATE OF REVISION:GENERAL NOTES:1. According to surveyor's interpretation of information shown on the National FloodInsurance Program (NFIP) “Flood Insurance Rate Map” (FIRM), Community Panel No.48439C0210K, dated September 25, 2009. The property appears to lie within Zone“AE”, defined as “Areas studied that lie within the 100-year special flood hazard area”and Zone "A", defined as "Areas unstudied that lie within the 100-year special floodhazard area", zones as defined by the U.S. Department of Housing and UrbanDevelopment, Federal Insurance Administration, or the Federal EmergencyManagement Agency.2. The above referenced “FIRM” map is for use in administering the “NFIP”; it does notnecessarily show all areas subject to flooding, particularly from local sources of smallsize, which could be flooded by severe, concentrated rainfall coupled with inadequatelocal drainage systems. There may be other streams, creeks, low areas, drainagesystems or other surface or subsurface conditions existing on or near the subjectproperty which are not studied or addressed as a part of the “NFIP”.3. All bearings shown herein are Texas State Plane Coordinate System, NAD83 (CORS),Texas North Central Zone (4202). All distances shown herein are surface distances.DATE OF PREPARATION: JANUARY 15,2024PRELIMINARY PLAT4016 JACKSON ROADLOTS 1-5, BLOCK 1LEGAL DESCRIPTIONCIVIL & ENVIRONMENTALRGV I DFW3540 E. BROAD STREETSUITE 120-251MANSFIELD, TEXAS 76063Texas Registered Engineering Firm F-21173 Engineer:HCE, Inc.Contact: Jared StroebelPhone: 254.485.8101Email: jared@hcetex.com3540 E. Broad Street, Ste 120-251Mansfield, TX 76063Owner/Developer:NAV PAYROLLContact: Drew WinbornPhone: 817.201.1250Email: drew.winborn@navpayroll.com4016 Jackson RoadColleyville, Texas 76034CHEEK-SPARGER RDJACKSON RDCENTRAL DRIVE TRACT 1:BEING all that certain lot, tract or parcel of land situated in the D.R. TEETER SURVEY, Abstract No. 1518, Tarrant County, Texas and being described in Deed to SusanneForeman as recorded under Instrument No. D222091966, Deed Records, Tarrant County, Texas and being more particularly described as follows:BEGINNING at a found 5/8 inch capped iron rod for the northeast corner of the herein described tract, same being the southeast corner of the certain tract conveyed to Bruce andShirley Schollmeyer, Trustee’s, as recorded under Instrument No. D207094905, Deed Records, Tarrant County, Texas;THENCE South 17 degrees 49 minutes 20 seconds East, a distance of 628.92 feet (record 628.70 feet) to a set 5/8 inch capped iron rod for corner;THENCE South 50 degrees 23 minutes 40 seconds East, a distance of 69.00 feet to a set MAG nail in Jackson Road;THENCE South 39 degrees 36 minutes 20 seconds West, in Jackson Road, a distance of 190.54 feet (record 191.30 feet) to a set MAG nail for corner;THENCE North 47 degrees 50 minutes 47 seconds West, departing said Jackson Road and in the common line between said herein described tract and that certain tract conveyedto Gregory and Susanne Foreman as recorded in Volume 5527, Page 999, Deed Records, Tarrant County, Texas, a distance of 399.00 feet to a set 5/8 inch capped iron rod forcorner;THENCE South 39 degrees 59 minutes 26 seconds West, continuing in the common line between said herein described tract and said Gregory and Susanne Foreman tract, adistance of 218.34 feet to a found 5/8 inch iron rod for corner;THENCE North 47 degrees 42 minutes 00 seconds West, in the northeast line of Oak Knoll Drive, a distance of 50.02 feet to a found 5/8 inch iron rod for corner;THENCE North 39 degrees 59 minutes 26 seconds east, departing said Oak Knoll Drive and in the common line between said herein described tract and that certain tract conveyedto Bruce and Shirley Schollmeyer, Trustee’s, as recorded under Instrument No. D2070949056 Deed Records, Tarrant County, Texas, a distance of 241.63 feet to a found 3/4 inchiron rod for corner;THENCE North 26 degrees 53 minutes 48 seconds West, continuing in the common line between said herein described tract and said Schollmeyer tract, a distance of 129.84 feet (record 132.00 feet) to a found 5/8 inch iron rod for corner;THENCE North 10 degrees 43 minutes 39 seconds West, in the common line between said herein described tract and that certain tract conveyed to Bruce and Shirley Schollmeyer,Trustee’s, as recorded under Instrument No. D2070949054, Deed Records, Tarrant County, Texas, a distance of 234.71 feet (record 237.40 feet) to a found 5/8 inch iron rod forcorner;THENCE North 67 degrees 18 minutes 00 seconds East, in the common line between said herein described tract and that certain tract conveyed to Bruce and Shirley Schollmeyer,Trustee’s, as recorded under Instrument No. D2070949055, Deed Records, Tarrant County, Texas, a distance of 320.92 feet (record 320.70 feet) to the POINT OF BEGINNINGand containing 5.258 acres of land, more or less.TRACT 2:BEING all that certain lot, tract or parcel of land situated in the D.R. TEETER SURVEY, Abstract No. 1518, Tarrant County, Texas and being described in Deed to SusanneForeman as recorded under Instrument No. D222091966, Deed Records, Tarrant County, Texas and being more particularly described as follows:BEGINNING at a set MAG nail in Jackson Road for the southeast corner of the herein described tract, same being South 49 degrees 12 minutes 04 seconds East, 24.72 feet from afound 5/8 inch iron rod for the southwest corner of that certain tract conveyed to Jim and Kary Martin as recorded in Volume 12142, Page 29, Deed Records, Tarrant County, Texas;THENCE South 39 degrees 36 minutes 20 seconds West, in said Jackson Road, a distance of 190.53 feet (record 191.30 feet) to a set MAG nail for corner;THENCE North 50 degrees 23 minutes 40 seconds West, departing said Jackson Road, a distance of 69.00 feet to a set 5/8 inch capped iron rod for corner;THENCE North 17 degrees 49 minutes 20 seconds West, a distance of 1055.30 feet to a point;THENCE South 87 degrees 03 minutes 20 seconds East, in the common line between said herein described tract and Lot 1R-A, Block 1, K.R. March Addition in the City ofColleyville, according to the Plat recorded in Cabinet A, Slide 12887, Plat Records, Tarrant County, Texas and Lot 1, Block 1, Majesty Estates in the City of Colleyville, according tothe Plat recorded in Cabinet A, Slide 6642, Plat Records, Tarrant County, Texas, a distance of 143.97 feet to a set 5/8 inch capped iron rod for corner;THENCE South 19 degrees 52 minutes 34 seconds East, in the common line between said herein described tract and the aforementioned Martin tract, a distance of 910.47 feet toa point;THENCE South 49 degrees 12 minutes 04 seconds East, a distance of 58.50 feet to the POINT OF BEGINNING and containing 3.692 acres of land, more or less.TRACT 3:BEING all that certain lot, tract or parcel of land situated in the D.R. TEETER SURVEY, Abstract No. 1518, Tarrant County, Texas and being described in Deed to Gregory andSusanne Foreman as recorded under in Volume 5527, Page 999, Deed Records, Tarrant County, Texas and being more particularly described as follows:BEGINNING at a found 5/8 inch iron rod for the northwest corner of the herein described tract, same being the most westerly southwest corner of that certain tract conveyed toSusanne Foreman as recorded under Instrument No. D222091966, Deed Records, Tarrant County, Texas and in the northeast line of Oak Knoll Drive;THENCE North 39 degrees 59 minutes 26 seconds East, departing said oak Knoll Drive and in the common line between said herein described tract and said Foreman tract, adistance of 218.34 feet to a set 5/8 inch capped iron rod for corner;THENCE South 47 degrees 50 minutes 47 seconds East, continuing in the common line between said herein described tract and said Foreman tract, a distance of 399.00 feet to aset MAG nail in Jackson Road for corner;THENCE South 40 degrees 08 minutes 35 seconds West, in said Jackson Road, a distance of 218.32 feet to a set MAG nail for corner;THENCE North 47 degrees 50 minutes 47 seconds West, in the common line between said herein described tract and the aforementioned Oak Knoll Drive, passing at 25.00 feet afound 1/2 inch iron rod on line for reference and continuing a total distance of 398.42 feet (record 399.00 feet) to the POINT OF BEGINNING and containing 1.997 acres of land,more or less.Planning and Zoning Commission ApprovalWHEREAS the Planning and Zoning Commission of the City of Colleyville, Texas votedaffirmatively on this _____ day of ___________________, 2024, to approve this plat._________________________________Chairman, Planning and Zoning Commission_________________________________Attest: Secretary, Planning and Zoning CommissionCity Council ApprovalWHEREAS the City Council of the City of Colleyville, Texas voted affirmativelyon this _____ day of ___________________, 2024, to approve of this plat._________________________________Mayor, City of Colleyville_________________________________Attest: City SecretarySurveyor's CertificationKNOW ALL MEN BY THESE PRESENTS:That I, ____________________________________, a Registered Professional LandSurveyor licensed in the State of Texas, do hereby certify that this Plat is true and correctand was prepared from an actual survey under my supervision on the ground. Further,this survey conforms to the general rules of procedures and practices of the most currentProfessional Land Surveying Practices Act._________________________________ _______________________SurveyorDateOwner's Dedication CertificateThat We, ____________________________________, Owners, do hereby adopt this platdesignating the hereinbefore described property as 4016 Jackson Road, an addition tothe City of Colleyville, Tarrant County, Texas, and do hereby dedicate fee simple to thepublic use forever all streets, rights-of-way, and alleys shown thereon, and do herebyreserve the easements shown on this plat for the mutual use and accommodation of allpublic utilities desiring to use or using the same. Any public utility shall have the right toremove and keep removed all or part of any buildings, fences, trees, shrubs or otherimprovements or growths in which any way endanger or interfere with the construction,maintenance or efficiency of its respective systems on any of these easements, and anypublic utility shall at all times have the right of ingress and egress to and from and uponthe said easement for the purpose of constructing, reconstructing, inspecting, andpatrolling, without the necessity at any time of procuring the permission of anyone. Thisplat approved subject to all platting ordinances, rules, regulations, and resolutions of theCity of Colleyville, Texas.Witness our hands this __________________________ day of ______________, 2024.________________________________ _______________________Nav Payroll DateAndrew Winborn - PresidentSTATE OF TEXASCOUNTY OF TARRANTBefore me, the undersigned Notary Public in and for said county and State on this daypersonally appeared ______________________________, known to me to be the personwhose name is subscribed to the foregoing instrument and acknowledged to me that heexecuted the same for the purpose and considerations therein expressed, and in thecapacity therein stated.Given under my hand and seal of office this ________ day of _________________, 2024.__________________________________________Notary Public in and for Tarrant County__________________________________________My Printed NameMy Commission Expires: _______________________________ JACKSON ROADOAK KNOLL DRIVE LEGENDEXISTING CONTOURSDIRECTION OF FLOWAREA DIVIDEDRAINAGE AREA LABELAREAACRESNEXISTING DRAINAGE AREA MAP C-4.14016 Jackson Road Colleyville, Texas Tarrant County PROJECT NO.: No.Date Revision Description P455Te[as Registered Engineering FirP F CIVIL & ENVIRONMENTAL RGV I DFW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OFJARED STROEBEL, P.E. TX No.141736. IT IS NOT INTENDED FORCONSTRUCTION, BIDDING ORPERMIT PURPOSESR(@ least 48 hours prior to digging) Know what's below.Call before you dig.LITTLE BEARCREEK JACKSON ROADOAK KNOLL DRIVE LEGENDEXISTING CONTOURSPROPOSED CONTOURSDIRECTION OF FLOWAREA DIVIDEDRAINAGE AREA LABELAREAACRESPROPOSED DRAINAGE AREA MAP C-4.24016 Jackson Road Colleyville, Texas Tarrant County PROJECT NO.: No.Date Revision Description P455Te[as Registered Engineering FirP F CIVIL & ENVIRONMENTAL RGV I DFW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OFJARED STROEBEL, P.E. TX No.141736. IT IS NOT INTENDED FORCONSTRUCTION, BIDDING ORPERMIT PURPOSESR(@ least 48 hours prior to digging) Know what's below.Call before you dig.NLITTLE BEARCREEKTHE PROPOSED SITE MODIFICATIONS WERE MADE TO MAINTAINEXISTING FLOW PATTERNS IN A NORTH TO NORTHEASTERLY DIRECTIONTOWARDS THE EXISTING FLOODPLAIN. ALTHOUGH THERE IS ANINCREASE IN RUNOFF IN PROPOSED CONDITIONS, THE DEVELOPMENT ISLOCATED RIGHT NEXT TO THE FLOODPLAIN AND DETENTION IS NOTRECOMMENDED DUE TO NON-COINCIDENTAL FLOWS THAT COULDADVERSELY IMPACT THE 100-YEAR WATER SURFACE ELEVATION WITHINTHE FLOODPLAIN.DRAINAGE NARRATIVE EXISTING JACKSON ROADEXISTING OAK KNOLL DRIVE OVERALL GRADING PLAN C-3.1LEGENDPROPOSED CONTOURSEXISTING CONTOURSNOTES1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENTUNLESS OTHERWISE NOTED.2.FOR WALLS THAT ARE PART OF THE PROPOSEDSITE DESIGN, FINISHED GROUND GRADES AT HIGHAND LOW SIDES OF WALL DO NOT NECESSARILYINDICATE WALL STRUCTURE ELEVATIONS AND ARENOT INTENDED TO REPRESENT FOOTING DEPTHSOR STRUCTURAL WALL HEIGHTS. CONTRACTORSHALL REFER TO STRUCTURAL PLANS FORFOOTING DEPTHS AND FOR ACTUAL WALLHEIGHTS.3.REFER TO EROSION CONTROL PLAN FOR RIP-RAP.4016 Jackson Road Colleyville, Texas Tarrant County PROJECT NO.: No.Date Revision Description P455Te[as Registered Engineering FirP F-2113 CIVIL & ENVIRONMENTAL RGV I DFW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OFJARED STROEBEL, P.E. TX No.141736. IT IS NOT INTENDED FORCONSTRUCTION, BIDDING ORPERMIT PURPOSESR(@ least 48 hours prior to digging) Know what's below.Call before you dig.N JACKSON ROADOAK KNOLL DRIVESTREET ANLANDSCAPE PLAN L-1.04016 Jackson Road Colleyville, Texas Tarrant County PROJECT NO.: No.Date Revision Description P455Te[as Registered Engineering FirP F CIVIL & ENVIRONMENTAL RGV I DFW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OFJARED STROEBEL, P.E. TX No.141736. IT IS NOT INTENDED FORCONSTRUCTION, BIDDING ORPERMIT PURPOSESR(@ least 48 hours prior to digging) Know what's below.Call before you dig. 6' SQUARE BLACK TUBULARSTEEL FENCE6.5' SECONDARY 2"X2" STEEL COLUMNSTO BE PLACED EVERY +/- 17.5' O.C. ORLESSSTACK STONE'AUTUMN BLEND'STONE CAPSTRUCTURAL ENGINEER TOSPECIFY FOOTING.MASONRY COLUMNS TO BESPACED PER PLANLANDSCAPE DETAILS L-1.24016 Jackson Road Colleyville, Texas Tarrant County PROJECT NO.: No.Date Revision Description P455Te[as Registered Engineering FirP F-2117 CIVIL & ENVIRONMENTAL RGV I DFW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OFJARED STROEBEL, P.E. TX No.141736. IT IS NOT INTENDED FORCONSTRUCTION, BIDDING ORPERMIT PURPOSESR(@ least 48 hours prior to digging) Know what's below.Call before you dig. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 1/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and Discussion of a Rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24-001 Explanation Jonathan Rankin, the applicant, has submitted a request for a zoning change for Lots 1 and 2, Block A, Heritage Farms Addition, being approximately 18.45 acres, and zoned PUD-C Planned Unit Development - Commercial. The request is to rezone the property to allow for a new senior living facility. The existing zoning currently allows for a senior living facility. However, multiple changes are being proposed with this new project. The new ordinance will be tailored to the new proposed project. Attachments 1. Aerial 2. Zoning 3. Statement of Planning Objectives 4. Zoning Exhibit and Elevations 5. Drainage and Traffic Plan Exhibits CHEEKSPARGERRD P L A N T A T I O N DR S I N W O O D LN PLA N TA TIO N D R N R O D E O DR BEDFORD RDELMWOODCTCOPPERWOOD CTBEDFORD CTWAYNE DRSubject 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. ZC24-001 913 Cheek Sparger Rd & 3808 Wayne Dr Aerial Map CHEEKSPARGERRD P L A N T A T I O N DR S I N W O O D LN PLA N TA TIO N D R N R O D E O DR BEDFORD RDELMWOODCTCOPPERWOOD CTBEDFORD CTWAYNE DRAG CN PUD-C PUD-C CC-1 PUD-R PUD-R 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. ZC24-001 913 Cheek Sparger Rd & 3808 Wayne Dr Zoning Map Statement of Planning Objectives – Sagora Senior Living Introduction Sagora Senior Living and Confluent Development collectively have more than 85 projects of development and operations experience in the senior living services space. Sagora Senior Living, along with its affiliates, have been enriching the lives of our seniors and their families for over three decades. The dedication and commitment of our associates to our “Resident First” philosophy creates and maintains a reputation of excellence in senior housing. Based in Fort Worth, Texas, the Sagora Senior Living family of companies is focused solely on the senior housing industry, with involvement in the ownership, development, acquisition, and operation of communities, including cottages, independent living, assisted living, and memory care. We currently operate 61 communities in 12 states, serving 7,400+ residents with 3,800+ associates. We have developed a reputation for providing exceptional residential options and are one of the nation’s Top 50 senior housing operators. Each location offers signature programming, five-star amenities, unparalleled care, and socially active cultures, as well as unique local takes on our “Resident First” philosophy. The 18-acre undeveloped property south of Cheek-Sparger Road adjacent to the east side of Wayne Drive presents an excellent opportunity for Sagora to bring its senior living philosophy and experience to the City of Colleyville in a meaningful and high-quality way. Proposed Use Confluent Development and Sagora Senior Living are requesting to advance the development of a senior living community restricted to individuals 55 years and older, consistent with the existing PUD-C zoning on this property but with fewer total units, fewer total square feet, less parking, more open space, and greater setbacks to the main building from the east and south property lines. The new senior living community will consist of duplex Cottages placed strategically on the perimeter of the project as a sensitive transitional use to our residential neighbors. The main building will provide living options and support services and amenities for independent residents, residents with assistance needs and memory care residents. No office or other commercial uses are proposed. In total, there are 18 Cottages totaling 36 units, 130 Independent Living units, 62 Assisted Living units, and 20 Memory Care units for a total of 248 Units. In addition, the main building will provide abundant service and amenity spaces including a commercial kitchen, dining room, bistro, theater, fitness center, salon, library and three private courtyards. The AL/MC units will be licensed Type B by the Texas Department of Aging and Disability Services. Design Intent The proposed project is substantially consistent in use, form, and architectural character with the senior living PUD currently in effect on the property. Further, the site and buildings have been designed mindfully to be compatible with the surrounding development patterns and character. The Sagora Senior Living community is nestled within a natural soft rolling pastoral site. As you approach the main entry, a generous landscape buffer featuring established heritage trees and water feature greets you, setting the stage for the main Independent Living building; an “old meets new” vernacular defining our community. The project takes vehicular access directly from Wayne Drive and Bedford Court. There is no direct access to Cheek-Sparger Road. Access is purposefully placed to provide efficient circulation throughout the site while also leading residents and guests to the primary entrance for the IL portion of the building, or the primary entrance for the AL/MC portion of the building, which are separate, visible and distinct with amenitized and safe drop-off areas. Parking is dispersed throughout the site to minimize the visual impact on our residents and our neighbors, while still convenient for our residents, guests and employees. The Cottages self-park with one garage space and 1 driveway space. There is also a service drive and delivery area on the east side of the site to which all delivery drivers will be directed prior to arrival to keep truck and vehicular traffic as separated as possible. Architecturally, the main entry commons building is designed to emulate a late 1800 manor house. Spacious outdoor living areas flank entry points, extending a warm welcome to visitors, residents, and the Colleyville community. It seamlessly integrates new additions of a one-story memory care building, juxtapose a two-story assisted living building and a 3-story independent living building; all surrounded by a landscaped arroyo and one-story duplex cottages. When you add in the stormwater pond, arroyos, open spaces, and three generous private courtyards, which allow for comfortable and secure outdoor recreational opportunities and increased daylight for our resident units, the project provides for nearly 60% private open space, all connected by a perimeter and internal sidewalk circulation system. More than a nod to the past, the main Manor house embodies an evolution across generations. Familiar material of standing seam metal roof, German smear random rubble limestone, rustic dark stained wood trellises and trim are familiar and reminiscent of a bygone era, bringing comfort to residents, families, and friends. This blend of history and modern Texas vernacular is where the past meets the present, creating an atmosphere that anchors the community to the history of Colleyville. Land Use Request With this application, Confluent is seeking approval for an Amendment to the 2012 PUD (Ord. 0-12-1832) for the primary purposes of: 1. Continuing with a for-profit, rental-fee-for-service Senior Living project for residents 55 and older. 2. Removing office and retail commercial uses from the allowed uses on the property. 3. Adding Independent Living Cottages as a sensitive transitional use from the adjacent single-family home neighbors. 4. Providing 33 fewer total units, and 25,000 fewer total square feet. 5. Providing a 3rd story for Independent Living residents in the center of the site. 6. Providing 54 fewer overall parking stalls. 7. Providing 4% more open space. 8. Providing a 301’ setback to the main building from the east property line – 64’ increase. 9. Providing a 345’ setback to the main building from the south property line – 170’ increase. Summary of Architectural Guidelines Development Program IL 130 Units = 171,000 SF AL 62 Units = 56,000 SF MC 20 Units = 13,000 SF TOTAL MAIN BLDG. = 240,000 SF Cottages (w/o Garage) 36 Units = 56,500 SF TOTAL PROJECT SIZE 248 Units = 296,500 SF Main Building Footprint = 99,000 SF Cottages Footprint (incl. Garage) = 70,000 SF TOTAL BUILDING FOOTPRINT = 169,000 SF (21% of Site Area) Colleyville Senior Living – Comparison Chart Category 2012 Existing PUD 2023 Proposed PUD Change Land Area 18.45 Acres 18.45 Acres No Change Proposed Use Senior Living Senior Living No Change Ownership Type For Profit For Profit No Change Operational Model Rental, Fee for Service Rental, Fee for Service No Change Other Uses Retail, Office Senior Living Only No Commercial Uses Levels of Care Independent Living Assisted Living Memory Care Independent Living Assisted Living Memory Care No Change Independent Living Units 162 130 32 fewer units Assisted Living Units 74 62 12 fewer units Memory Care Units 45 20 25 fewer units Independent Living Cottages 0 36 36 more cottages Total Unit Count 281 248 33 fewer units Number of Stories 1, 2 ½ 1, 2 & 3 1/2 additional story Total Project Size 321,500 SF 240,000 + 56,500 = 296,500 25,000 SF smaller Total Parking Spaces 282 + retail/office = 330 204 + 72 (2/cottage) = 276 54 fewer stalls (90 fewer surface) Open Space 54% 58% 4% more open space Distance – Bldg. to East PL 237’ 169’ & 301’ 64’ greater to main building Distance – Bldg. to South PL 175’ 93’ & 345’ 170’ greater to main building 2012 Source: City of Colleyville Ordinance 0-12-1832 Open Space Detention/Retention Pond = 200,000 SF Site Open Space = 266,000 SF TOTAL OPEN SPACE = 466,000 SF (58%) All Landscaping shall comply with Chapter 4-Landscaping in the Land Development Code. Building Setbacks (minimums) North (Cheek Sparger) • Cottages = 55’ • Main Building = 540’ South • Cottages = 93’ • Main Building = 345’ East • Cottages = 169’ • Main Building = 301’ West (Wayne Drive) • Cottages = 44’ • Main Building = 125’ Building Height 3-Story Independent Living Building • 38’ to top of 3rd Floor • 54’ to top of Primary Roof Ridge • Up to 62’ for Architectural Enhancements (peaked elements, chimneys, etc.) 2-Story Assisted Living Building • 26’ to top of 2nd Floor • 38’ to top of Primary Roof Ridge • Up to 44’ for Architectural Enhancements (peaked elements, chimneys, etc.) 1-Story Memory Care Building • 12’ to top of 1st Floor • 23’ to top of Primary Roof Ridge • Up to 26’ for Architectural Enhancements (peaked elements, chimneys, etc.) Single-Story Cottages • 21’ to top of Roof Ridge • Up to 22’ for Architectural Enhancements (peaked elements) Building Elevations Main Building • 50% Masonry (including Stone) minimum. Stucco, EIFS, Stone, Wood, Fiber Cement Panel, and the like shall comprise the other 50%. Calculations shall exclude door and window openings. Cottages • 50% Masonry (including Stone) minimum. Stucco, EIFS, Stone, Wood, Fiber Cement Panel, and the like shall comprise the other 50%. Calculations shall exclude door and window openings. Parking Required The development shall provide a minimum of 243 parking spaces based on the following formula: 1 space for every 2 AL/MC Units 82 Units = 41 Spaces 1 space for every 1 IL Unit 130 Units = 130 Spaces 2 Spaces for each Cottage Unit 36 Units = 72 Spaces Parking Provided Surface Parking Spaces 204 Cottage Parking Spaces 72 (1 garage + 1 driveway) TOTAL PARKING SPACES 276 Sidewalks The sidewalk along Cheek-Sparger Road must be at least 5’ wide. The sidewalk along Wayne Drive must be at least 4’ wide. Sidewalk on Bedford Court shall not be required, but if installed must be at least 4’ wide. Sidewalks must be installed when any new structures are built on the property. Site Lighting All lighting shall be directed away from adjacent residential properties. Illumination from light poles shall not exceed 0.5 foot-candles as measured from any portion of the property line. Fences and Walls An 8’ fence, which shall be a preponderance of masonry materials (no less than 50%), with other materials allowed as necessary to protect trees or as needed in regard to other considerations, shall be constructed along the south and east property lines adjacent to the existing residential uses located in the City of Bedford. Decorative security fencing on the west and north property lines shall be 6’ black metal. Security gates shall match the black metal fence design. Each Cottage and other ground level private outdoor spaces shall be defined with 48” black metal fencing. Decorative Walls or Retaining Walls shall be masonry and match the primary colors of the main building. Building Signage In addition to the Signage allowances and requirements in the Land Development Code, the project shall be permitted up to two Subdivision Monument Signs and one General Business Sign, or one Subdivision Monument Sign and two General Business Signs as they are defined in the Land Development Code, generally where indicated on the overall site plan. Dumpster Enclosures All requirements of the Land Development Code shall be met. Additional Development Elements Traffic Impact A stamped, signed Traffic Summary Memo from Kimley Horn to the City of Colleyville determined the proposed Sagora Senior Living development is not anticipated to have any significant impacts on the surrounding roadway network. Using rates published in the Institute of Transportation Engineers (ITE) Trip Generation 11th Edition, the daily trip generation was calculated to be 784 vehicles per day. This low trip generation does not require a traffic impact analysis based on the City’s Land Development Code. Roadway Improvements A right-turn lane on northbound Wayne Drive will be added where it intersects with Cheek-Sparger Road. Total estimated cost, scope, feasibility and traffic impact of the construction of a northbound right-turn lane at this intersection will be determined by a registered professional engineer in the State of Texas and the City of Colleyville Public Works Engineering department. We understand the intersection of Cheek-Sparger Road and Bedford Road to be a “Special Consideration Intersection” by the City for improvements such as a roundabout. As a way of contributing to the funding of construction of the improvements at this intersection, we propose the use of roadway and water/sewer impact fees from the Sagora Senior Living project, combined with contributions from Confluent Development and Covenant Christian Academy (fees already assessed). A detailed proposal of sources and uses has been provided to the City. Development Schedule – Sagora Senior Living Introduction Confluent Development is the owner, developer, and construction manager of the Sagora Senior Living project. The project is expected to conclude the entitlements process in October 2024, and conclude the building design and permitting process in February 2025. Construction will begin in February 2025 with an overall duration of 20 months to achieve substantial completion. It is possible that at least half the Cottages could be completed and open in 14 months as they will be permitted separately. Economic Development Information – Sagora Senior Living Introduction The project will provide substantial public benefit to the taxing jurisdictions of the City of Colleyville, Tarrant County and the HEB School District in the form of Ad Valorem and Sales Taxes. In addition, Sagora Senior Living will create over 120 new jobs to support their senior residents in this project. ZONING DESCRIPTION BEING a tract of land situated in the Allen Christian Survey, Abstract No. 339, L.L. Mclain Survey, Abstract No. 1077, and Margaret Day Survey, Abstract No. 406, City of Colleyville and City of Bedford, Tarrant County, Texas and being all of Lots 1 and 2, Block A, Heritage Farms, an addition to the City of Colleyville and Bedford, recorded in Document No. D214100098, Official Public Records, Tarrant County, Texas, and being all of Tracts 1 and 2 described in Foreclosure Sale Deed with attached Affidavit to Beall Denton Partners, LP, recorded in Document No. D218146956 of said Official Public Records, and being more particularly described as follows: BEGINNING at a point for the southwest corner of said Lot 2, in the east right-of-way line of Wayne Drive (a 60 foot wide right-of-way); THENCE with said east right-of-way line of Wayne Drive and the west line of said Lots 1 and 2, the following courses and distances: North 00°47'50" East, a distance of 952.69 feet to a point at the beginning of a non-tangent curve to the left with a radius of 834.76 feet, a central angle of 14°07'50", and a chord bearing and distance of North 06°31'36" West, 205.35 feet; In a northerly direction, with said non-tangent curve to the left, an arc distance of 205.87 feet to a point for corner; North 13°35'31" West, a distance of 29.90 feet to a point at the beginning of a non-tangent curve to the right with a radius of 646.64 feet, a central angle of 12°37'00", and a chord bearing and distance of North 07°04'42" West, 142.11 feet; In a northerly direction, with said non-tangent curve to the right, an arc distance of 142.39 feet to a point for corner; North 00°46'12" West, a distance of 25.00 feet to a point for the northwest corner of said Lot 1 and being the intersection of said east right-of-way line of Wayne Drive and the south right-of-way line of Cheek-Sparger Road (a variable width right-of-way); THENCE with said south right-of-way line of Cheek-Sparger Road, North 89°12'18" East, a distance of 245.29 feet to a point for the most northerly northeast corner of said Lot 1; THENCE with an east line of said Lot 1, South 00°36'05" West, a distance of 275.00 feet to a point for the southwest corner of Lot 1-R, Block 1, Southgate addition, an addition to the City of Colleyville, recorded in Cabinet A, Slide 3400, Plat Records, Tarrant County, Texas; THENCE with the south line of said Lot 1-R, North 88°58'05" East, a distance of 301.30 feet to a point for the southeast corner of said Lot 1-R and a northeast corner of said Lot 1, in the west right-of-way line of Bedford Court (a 50 foot wide right-of-way); THENCE with said west right-of-way line of Bedford Court, the following courses and distances: South 00°44'05" East, a distance of 320.82 feet to a point at the beginning of a tangent curve to the right with a radius of 105.00 feet, a central angle of 17°05'04", and a chord bearing and distance of South 07°48'27" West, 31.19 feet; In a southerly direction, with said tangent curve to the right, an arc distance of 31.31 feet to a point for the southwest terminus point of said Bedford Court, in the north line of said Lot 1; THENCE with a north line of said Lot 1, North 89°53'51" East, a distance of 169.63 feet to a point for the southeast corner of Lot 3 of said Heritage Farms plat; THENCE with the east line of said Lot 3, North 00°44'05" West, a distance of 70.00 feet to a point for corner in the north line of said Lot 1; THENCE with said north line of Lot 1, North 89°53'51" East, a distance of 77.00 feet to a point for the most easterly northeast corner of said Lot 1; THENCE with the east line of said Lots 1 and 2, South 00°28'47" East, a distance of 829.69 feet to a point for the southeast corner of said Lot 2; THENCE with the south line of said Lot 2, North 88°05'24" West, a distance of 761.64 feet to the POINT OF BEGINNING and containing 803,912 square feet or 18.4553 acres of land. Bearing system based on the State Plane Coordinate, Texas North Central Zone (4202), North American Datum of 1983 (Adjustment Realization 2011). This document was prepared under 22 TAC §138.95, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’25’50’100’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 5 3 7 5 6 24 1 8 8 8 4 4 5 7 3 8 4 6 2 1 ASSISTED LIVING (TWO STORY) MEMORY CARE (ONE STORY) INDEPENDENT LIVING (THREE STORY) COTTAGES (ONE STORY DUPLEX) NATURAL DRAINAGE SWALE PICKLEBALL COURTS STORMWATER POND PROJECT IDENTIFICATION SIGNS 5 CHEEK-SPARGER ROADWAYNE DRIVE THE PILLARS CHRISTIAN LEARNING CENTER ZONED CC-1 BEDFORD COURT TARA VILLAGE RETAIL & SHOPPING CENTER ZONED CC-1 SINGLE FAMILY RESIDENTIAL ZONED R-9 COVENANT CHRISTIAN ACADEMY PRIVATE SCHOOL ZONED PUD-C BEDFORD HEIGHTS SINGLE FAMILY RESIDENTIAL ZONED PUDBEDFORD CITY LIMITSBEDFORD CITY LIMITS BEDFORD CITY LIMITSCOLLEYVILLE CITY LIMITSCOLLEYVILLE CITY LIMITS COLLEYVILLE CITY LIMITS*** NOTES: 1. 18.45 ACRES PLATTED AS HERITAGE FARMS, BLOCK A, LOT 1. 2. NO FEMA 100 YEAR FLOODPLAIN ON THIS PROPERTY OR ON THE CREEK SPARGER RIGHT OF WAY. 3. PARKING SPACES ARE 9’ X 18’. 4. DETAILED LANDSCAPING AND PLANTING PLANS WILL BE PREPARED WITH FINAL CONSTRUCTION PLANS FOR MANY OPEN SPACE/ LANDSCAPE AREAS. THIS INCLUDES FOUNDATION PLANTINGS, COURTYARD AREAS AND ALONG WAYNE DRIVE TO SCREEN PARKING. SITE SUMMARY SITE AREA 18.45 AC 803,682 SF BUILDING FOOTPRINT 3.88 AC 169,000 SF/21% PAVED SURFACES (PARKING & DRIVE) 3.88 AC 169,000 SF/21% OPEN SPACE (NON-DETENTION)6.10 AC 265,969 SF/33% DETENTION AREA 4.59AC 199,940 SF/25% TOTAL OPEN SPACE 10.68 SF 465,909 SF/58% INDEPENDENT LIVING UNITS 130 UNITS 171,000 SF ASSISTED LIVING UNITS 62 UNITS 56,000 SF MEMORY CARE UNITS 20 UNITS 13,000 SF COTTAGES 36 UNITS 56,000 SF TOTAL SENIOR LIVING UNITS 248 UNITS TOTAL BUILDING SF 296,500 SF SURFACE PARKING SPACES 204 COTTAGE PARKING SPACES 72 (1 GARAGE + 1 DRIVEWAY) TOTAL PARKING SPACES 276COLLEYVILLECHEEK-SPARGER RDSADDLEBROOK BROWN TRAILBEDFORD CITY LIMITBEDFORD CITY LIMITN SITE VICINITY MAP N.T.S. 56 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" FRONT ELEVATION BACK ELEVATION RIGHT ELEVATIONLEFT ELEVATION SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 EAST ELEVATION SOUTH ELEVATION SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 NORT ELEVATION WEST ELEVATION Page 2 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Kimley-Horn prepared existing and proposed condition drainage area maps for the watershed draining through the two existing 66” RCPs. The drainage area maps are attached to this tech memo in Appendix A for reference. Kimley-Horn selected the NRCS dimensionless unit hydrograph for this analysis since the total drainage area is greater than 100 acres. A PondPack v. 10.02.00.01 model was prepared for existing and proposed conditions and have been included in this submittal. Both conditions include 24-hour frequency storms for the 2-, 5-, 10-, 25-, 50, and 100-year storm events. Rainfall data was obtained from the City of Fort Worth Drainage Manual, which references iSWM Hydrology rainfall data. Curve numbers were determined in accordance with City of Colleyville criteria and Technical Release 55 (TR-55). Offsite land uses were assumed to be fully developed and consistent with the City of Colleyville and City of Bedford Future Land Use Plans. Hydrologic soil groups were obtained from the Natural Resource Conservation Service (NRCS) Web Soil Survey. Times of concentration were determined using TR-55 methodology for developed and undeveloped conditions. Storm sewer travel times were determined using an assumed storm sewer path,and assumed storm sewer velocities of 6 feet per second. Muskingum-Cunge and standard lag routing methods were assigned to open channel and culvert sections respectively. Detailed hydrologic parameter calculation tables are attached to this tech memo in Appendix A for reference. Existing 36” RCP Existing 66” RCP Page 3 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Results The proposed development indicates no flow increases for the 50- and 100-yr. storm events, which can be found in Appendix B. The lower storm events, 2-, 5- and 10-yr, show flow increases where the flow enters into the storm system at Junction-F. Once the flow leaves the system, there is no longer an increase. The table below summarizes the existing and proposed condition 100-year flows at several locations within the watershed. Additionally, tables for each of the design storm events are included in Appendix B. Table 1: 100-Year Flow Comparisons Existing Junction Proposed Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A J-A 192.59 192.59 0.00 J-B J-B 174.75 174.75 0.00 J-C J-C 373.68 373.68 0.00 J-D J-D 288.81 288.81 0.00 J-E J-E 867.41 798.17 -69.24 J-F J-F 238.76 236.33 -2.43 J-G J-G2 818.19 748.96 -69.23 The two existing 66” RCPs do not have sufficient capacity to convey the 100-year flows from the watershed. Kimley-Horn prepared a PondPack analysis to determine the headwater elevation at the culvert entrance and to quantify how much flow would pass through the existing commercial development as weir flow and how much flow would be conveyed through the two existing 66” RCPs as pipe flow. Output from the PondPack analysis is attached to this letter and a summary of the results is included in the table below. Page 4 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Table 2: Existing and Proposed PondPack Result Table Existing Proposed 100-Year Flow (cfs)342 248 Pipe Flow (cfs)264 247 Weir Flow (cfs)78 1 Pond Volume (ac-ft)4.1 12.3 100-Year Headwater Elevation 598.43 597.80 Conclusion The results of this analysis show a decrease in the 25-, 50- and 100-year peak flow design storm events with the construction of a detention facility. The additional volume from the proposed detention pond allows for a decrease in flow from the development. Please note that this is for permitting only, not for construction. I trust that the information provided in this letter and its attachments is sufficient to meet the City of Colleyville drainage requirements for the subject property. However, if you have questions or comments on the analysis, please do not hesitate to contact me at the number below. If there are any questions regarding this evaluation, please contact Nicholas Sopko, P.E., CFM at 817- 335-6511 or at nick.sopko@kimley-horn.com. K:\FTW_Hydro\064609800_Confluent Colleyville\Docs\Tech Memo.Docx APPENDIX A Basin Area (ac.)Soil Group (%)CN Description Weighted CN Time of Concentration (hrs) DA-A 31.34 60% B + 40% D 40% Institutional 60% Residential (1/4 acre lots)83.0 0.309 DA-B 32.65 55% B + 45% D 20% Institutional 80% Residential (1/4 acre lots)82.0 0.420 DA-C 33.78 35% B + 65% D 5% Open Space 10% Institutional 10% Multifamily 75% Residential (1/4 acre lots) 83.7 0.263 DA-D 48.65 35% B + 65% D 10% Multifamily 90% Residential (1/4 acre lots)83.5 0.348 DA-E 11.63 20% B + 80% D 40% Residential (1/4 acre lots) 60% Commercial 90.5 0.238 DA-F 7.86 65% B + 35% D 70% Institutional 30% Open Space 81.5 0.232 DA-G 16.25 5% B + 95% D 5% Residential (1/4 acre lots) 95% Open Space 79.4 0.393 Basin Area (ac.)Soil Group (%)CN Description Weighted CN Time of Concentration (hrs) DA-A 31.34 60% B + 40% D 40% Institutional 60% Residential (1/4 acre lots)83.0 0.309 DA-B 32.65 55% B + 45% D 20% Institutional 80% Residential (1/4 acre lots)82.0 0.420 DA-C 33.78 35% B + 65% D 5% Open Space 10% Institutional 10% Multifamily 75% Residential (1/4 acre lots) 83.7 0.263 DA-D 48.65 35% B + 65% D 10% Multifamily 90% Residential (1/4 acre lots)83.5 0.348 DA-E 11.63 20% B + 80% D 40% Residential (1/4 acre lots) 60% Commercial 90.5 0.238 DA-F 6.88 65% B + 35% D 100% Multifamily 87.5 0.249 DA-G 17.23 5% B + 95% D 100% Assisted Living 91.7 0.214 EXISTING CONDITION DRAINAGE AREA SUMMARY TABLE PROPOSED CONDITION DRAINAGE AREA SUMMARY TABLE Reach Name Upstream Junction Downstream Junction Length Methodology Upstream Elevation Downstream Elevation Slope Bottom Width Side Slope Mannings "n" (ft)(ft/ft)(ft)(x':1') R-A J-A J-F 558 Muskingum-Cunge 610 598 0.022 0 2 0.045 R-B J-B J-C 719 Muskingum-Cunge 608 601 0.010 5 2 0.045 R-C J-C J-G 881 Muskingum-Cunge 601 590 0.012 5 2 0.045 R-D J-D J-G 217 Standard Lag R-G J-G J-E 440 Standard Lag Reach Name Upstream Junction Downstream Junction Length Methodology Upstream Elevation Downstream Elevation Slope Bottom Width Side Slope Mannings "n" (ft)(ft/ft)(ft)(x':1') R-A J-A J-A1 1082 Standard Lag R-B J-B J-C 1574 Muskingum-Cunge 607 590 0.011 5 2 0.045 R-C J-C J-G2 901 Muskingum-Cunge 605 590 0.017 5 2 0.045 R-D J-D J-G2 235 Standard Lag R-G2 J-G2 J-E 439 Standard Lag PROPOSED CONDITION HYDROLOGIC MODEL ROUTES Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 2 minute EXISTING CONDITION HYDROLOGIC MODEL ROUTES Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 1 minute Duration (min) 2-year Depth (in) 5-year Depth (in) 10-year Depth (in) 25-year Depth (in) 50-year Depth (in) 100-year Depth (in) 5 0.439 0.572 0.673 0.807 0.909 1.012 15 0.875 1.137 1.336 1.601 1.801 2.004 60 1.572 2.047 2.408 2.888 3.248 3.619 120 1.935 2.555 3.031 3.671 4.159 4.669 180 2.154 2.871 3.423 4.173 4.752 5.361 360 2.558 3.446 4.135 5.077 5.81 6.586 720 3.016 4.089 4.919 6.051 6.928 7.852 1440 3.522 4.776 5.747 7.069 8.096 9.175 Rainfall Data Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 1 of 43636100363650036369003637300363770036381003638500363890036361003636500363690036373003637700363810036385003638900671100671500671900672300672700673100673500673900674300674700675100675500 671100 671500 671900 672300 672700 673100 673500 673900 674300 674700 675100 675500 32° 52' 31'' N 97° 10' 19'' W32° 52' 31'' N97° 7' 23'' W32° 50' 55'' N 97° 10' 19'' W32° 50' 55'' N 97° 7' 23'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 14N WGS84 0 1000 2000 4000 6000 Feet 0 300 600 1200 1800 Meters Map Scale: 1:20,800 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Tarrant County, Texas Survey Area Data: Version 8, Sep 21, 2012 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 13, 2010—Mar 1, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 2 of 4 Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Tarrant County, Texas (TX439) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 12 Birome-Aubrey-Rayex complex, 5 to 15 percent slopes D 11.1 0.5% 13 Birome-Aubrey-Urban land complex, 5 to 15 percent slopes 122.1 5.6% 21 Crosstell fine sandy loam, 1 to 3 percent slopes D 17.2 0.8% 22 Crosstell fine sandy loam, 3 to 6 percent slopes D 88.9 4.0% 23 Crosstell-Urban land complex, 1 to 6 percent slopes D 391.5 17.8% 29 Gasil fine sandy loam, 1 to 3 percent slopes B 90.8 4.1% 30 Gasil fine sandy loam, 3 to 8 percent slopes B 64.9 2.9% 31 Gasil sandy clay loam, graded, 1 to 5 percent slopes B 49.9 2.3% 32 Gasil-Urban land complex, 1 to 8 percent slopes B 555.4 25.3% 59 Pulexas fine sandy loam, frequently flooded A 80.1 3.6% 63 Rader fine sandy loam, 0 to 3 percent slopes C 205.0 9.3% 64 Rader-Urban land complex, 0 to 3 percent slopes 419.7 19.1% 71 Silstid loamy fine sand, 1 to 5 percent slopes B 33.9 1.5% 72 Silstid-Urban land complex, 1 to 5 percent slopes B 66.4 3.0% W Water 2.0 0.1% Totals for Area of Interest 2,199.0 100.0% Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 4 of 4 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!GLADE RDCOLLEYVILLE BLVDCHEEK SPARGER RDPLEASANT RUN RDJOHN MCCAIN RDBRANSFORD RDHERITAGE AVEJACKSON RDWESTCOAT DRHALL JOHNSON RDOAK KNOLL DRBEDFORD RDTINKER RDW L D LOCKETT RDPOOL RDMEADEDRRIVERWALK DRMONTCLAIR DRDAVID LNLAVACA TRLHARDAGE LNL D LOCKETT RDCONNIE LNB R O W N T R LBETTINGER DRSAN BAR LNMCDONWELL SCHOOL RD WHIGHLAND DRMARTIN PKWYC H URCHSTW GLADE RDMURPHY RDFELPS DRBANDITTRLCENTERPARKMONTICELLO PKWYSHELTON DROAKBRIAR LNOVERLAND TRLLAKESIDEDRMIRAMAR LNMANNING DRNOR M A N D Y DR GRAPEVINE HWYFRY LNBOGART DRBEVERLY DRSTAFFORD DRBLUEBONNET DRARBORTRLSHERWOODLNRUSTICTRLBLACK DRROBERTS RDCOVENTRY CTBALLANTRAE DRJO W I L L S T MELANIEDRFIELD STKAYS CTTRIA N O N C TTIMBERLINE DR SWHITTIER LN TIMBERLINE DR NBILLS LNALLENDALE STELM STH OL LY LN BEHRENS RDWHITEDRPROV IDE NC E R DQUAIL RUNEMERALDDRCEDARCT CURTIS RDBILL SIMMONS RDTARRANT LNTHAMESTRLRENFRO RDHIGHLAND MEADOW DRHIGHLANDHILLSLNMAIN STTYLER STM E A N D E R IN G W AYCHESHIREDRPLANTATIONDRSCHESTNUTB N DATLANTA DRHANDELGREENBRIARLNGATEWAYDRWAYNE DRQUAILS PATHPETERS PATHDA VINCIJIM MITCHELL TRL ELETA LNLANSFORD LNJEFFERSONC IR AMADOR TRLDOUGLASAVEJIM MITCHELL TRL WBEHRENS CTEUDALY DRHERBERT RDCOLLEYVILLE TERFEGANS PATHM O N E T GREEN OAKS DRHICKORYHILLLNMILLWOODDRROSE STI N W O O D LNPONDEROSAST SADDLEBROOKDRKENNEDYDRYORKDRCOVENTRY PLHILLSIDE RDQUALITYHILLEDGEWOOD LNSHALIMAR CTVILLAGE L NFOX GLEN DROA K TOP DR REMBRANDTLOWRIE RDHUNTER TRLROYAL LNCHERRY LNSHADY C R E E KLN REAGAN RDPEMBROOKEPKWYWCARRIAGELNCIMMARON TRLHUNTER LNJANET LNCRESTDRLEESBURG DR POLO TRLMEADOWHILL DRBROUGHTON DRAVALON DRMILL CREEK DRMAPLE LN KINGSTON DRMUSTANGTRLTENNISONPKWYE OAK VALLEY DRTEXAS TRLARTHUR DREMMAS CTTWELVEOAKSLNBROADOAKWAYMONTFORD DRALEXANDRA DRSHADYWOODLNMILTONDROAKPOINTEDR CLIFFWOOD DRBEDFORD CTOLDGROVERDGLENDALEDRPATTERSON LNMONTREUX AVEL O N G W OO D D R RODEO DRRIVERPATHS P R IN G H O L L O W ST OAK HILLS DRACUFFLNTILLMA N H IL L R D PRESTWICK DRLLOYD CIRVAN OAKS DRBRIDLEWOODSWHITEHAVENDRNMILLVIEWDRCARLISLEAVEBELLEFONTE LNWOODSTOCKDROAK CREST HILL DRBRIDLEWOODNPONDEROSA LNCHELSEA DRBRAEM A R TER SOUTH DRT H O MPSON TEROVERHILL DRDANBURY DRNORWALK DRDARTMOORE LN R E M IN G T O N PKWYPEBBLE HILL DRSYCAMORE DRDEEPWOOD RDOLD OAK LNMEADOWVIEW DRCALDWELLCREEKDRCAMELOT DREATONCIRWYATT DR MILL VALLEY DR WTUSCANY DRWILLOW LNBOWMAN DRBRIARWICK LNDANIELLEDRBALMORAL DRHIGHGROVECTBRAHMSSHEPHERDS GLNREATTA PLM O C K I N GBIRD LN SOPHIE LNSAVOYCTHILLIER CTCRESCENT LNW I N D V I E W DR MILLVALLEYDRECENTRAL DRAVONDALE DRWINDI N G T RL W ALDONCT HARDYLNSUMMERTREELNMUIR LNTARA DRINDUSTRIAL BLVDSOM ERSETBLVDTALBOT TRL CRESTH A V E N D RBUGLE LNCOTTONWOODLNMAJESTIC MNRHAWTHORNEAVEKINGSWOOD LNWALNUT LN THOMASSTSTONEHA V ENDROAKLAWNDRFRONTIERCTGARRYLYNNEDRVALLEY VIEW DR NWESTBURY DRREGIMENT PLKENSHIRE DR WALLERLNWAYSIDE DRDEVONDRSHADOWOOD RDWOODCREST DRWILKES DRMILLBROOKDRGLADECREEKDRALPINE LNCASPIANLNBELLEMEADEDR JO CAROL LNLEXINGTON PKWY WARWICK AVEPIAZZALNDORSET DRPLANTATIONDRNFR ANCESLNPOPLAR LNSCARBOROUGHLNWWGREENBRIARLNHAVERHILL LNREYNOLDS DRHIGH GATE DRCRANBROOK DR EPARK CTVANGUARD CTBUR N H A M C IR LAKEW O O D DR CR A N B R OOK DR W CHRISMAC WAY HILLBROOK DRINDEPENDENCERDSTALBANSCIRDURHAMDRHAWKS RIDGE TRLWINDSOR CTHIXCT EDINBURGH DRCOOKS LNBROOKRIDGE DRS T M O R ITZ PKWY COTTAGE OAK LNC H ARLESTON DR ARMSTRONG CT VINES CTWALLACE LNCHAMPIONWAYQUEENSBURYWAYWROSSDOWNSDRSAGEBRUSH STSUMMERBROOK DRA S H LEY CT WINDERMERE DRHARMONYLNBUROAKDROLD GLADE RDZERMATT CT S O U THWO O D E WATERFALL CTCUTTER R ID G E CTTARLETON DRBRENTWOOD DRGREEN HILL LNBUCKINGHAM P L BRAZOS CTSUNDERLAND DRMILLCROSSINGELIVEOAKDRQUAILCRESTDRBRIARCLIFFCTCHATSWORTH DRFOX TRAIL LNWINEWOO D CT OAKKNOLLCTSTONINGTON LNREGINA CTS T O N E B R ID G E D RBEDDO CTA M B L E S I D E D RLANGLEY HILL LNB Y R O N N E LSO NPKW YCAMDENGRNCAMBRIDGE CTGREENMEADOWEROCKRIMMON CTDOGWOOD CTSAN GABRIEL AVEBUTLERCTEVENTIDEW AY LORRAINE PARKMIDDLETON WAYROSEBROOK GREENMEADOWNFOXMEADOWSDRRAVEN CTSHERSTON GLNBOWDEN HILL LN NVALLEY VIEW DR WBORDEAUX PARKWINDSWEPT TRLTERRACOTTAWAYWOODBRIAR LNBROWN TRAILWELLINGTON DRSTRATHMORE TERWATERFORDLNBRIARRIDGEDRWESTGROVE LNFALCONCTUP L A N D LN MT VERNON DRINDIA CT PAULSPATHLAKERIDGECTBIRCH CTMCCAIN LNCALDWELL HUGHES RDSYCAMORE CTCASALNC RE ST C THIGHLAND PARK CTADAMS CTPARK VIEW CTLANTANA CTMEANDERINGCTSTILL POINT LNKENSHIRE CTBRIDGE STPRIMROSE LNWHIPPOORWILL CTMCDONWELL SCHOOL RD EWELSH CIRTERRACE LNFORD DRGLENHOPE CIR SGLENHOPE CIR NGROSVENOR GRNOLDENWOOD CTDERBY DRGREENBRIAR CTHIDDEN OAKS CTSHETLAND DRSAPPHIRECIRSCHANEL CT LAUREL OAKS LNJUNIPER CTRUTH RDMISSIONLNW OAK VALLEY DRDELMAR C T MEADOWLARK LN WILLIAMS PLEMERALDCTARRINGTON CTFELPS CTSTILTON C T COUNTRY WAYWELLER LNBRAEDON LNEVERSHAM CTWAGONWHEEL CTMARANATHA CTVIRGINIA SQTREEM O NT CIR HUNTER CTFRANKLIN CTCHALET CTFREEMONT CTCOPPERGLENCIRCOLDEN CTRIDINGWOOD TRLTUMBLEWEED CTPOLO CTVAN BUREN CTWILLIAMSBURG CTCOMPTON CTMILL POND CTMADISON SQHAYS CTBANDIT TRLWINDSWEPT TRLLegendRoadsSingle FamilyMulti-FamilyOfficeRetailInstitutionalIndustrialRoadwayUtilitiesParksPrivate Open SpaceWater!!!!!!!!!!!!!!!City LimitCity of ColleyvilleFuture Land Use 20250 2,100 4,200 6,300 8,4001,050FeetDISCLAIMERThis data has been compiled for TheCity of Colleyville. Various officialand unofficial sources were used to gather this information. Every effortwas made to ensure the accuracy ofthis data, however, no guarantee isgiven or implied as to the accuracyof said data. Revision Date: May 1, 20134A comprehensive plan shall not constitute zoning regulations or establish zoning district boundariesOrdinance No : O-11-1820Approved Date: December 13, 2011Ordinance No : O-12-1823Approved Date: February 21, 2012Ordinance No : O-12-1833Approved Date: October 1, 2012 TIME OF CONCENTRATION & LAG TIME TR-55 Methodology EXISTING CONDITION SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V 2-year/24-hr Rainfall Depth (in.) from iSWM =3.52 V = (1.49/n)*R^(2/3)*s^(1/2) Basin Development Condition Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Manning's Area Perimeter Radius Elev3 Elev4 Slope Vavg Tc3 Travel Length Travel Velocity Travel Time TcTOTAL *Tlag (ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)"n"(ft^2)(ft)(ft)(ft/ft)(ft/s)(min)(ft)(ft/s)(min)(min)0.6*Tc (min) DA-A Developed 100 655.0 653.0 0.020 0.240 13.6 150 653.0 650.0 0.020 Unpaved 2.28 1.1 839 0.013 3.0 12.5 0.24 650.0 627.0 0.027 7.3 1.9 706 6 2.0 18.6 11.1 DA-B Devleoped 100 626.0 625.0 0.010 0.240 17.9 167 625.0 624.0 0.006 Unpaved 1.25 2.2 1382 0.013 3.0 12.5 0.24 624.0 609.0 0.011 4.6 5.0 25.2 15.1 DA-C Devleoped 100 661.0 658.0 0.030 0.240 11.6 496 658.0 633.0 0.050 Unpaved 3.62 2.3 883 0.013 3.0 12.5 0.24 633.0 607.0 0.029 7.6 1.9 15.8 9.5 DA-D Devleoped 100 646.0 644.0 0.020 0.240 13.6 127 644.0 638.0 0.047 Unpaved 3.51 0.6 776 0.013 3.0 12.5 0.24 638.0 612.0 0.034 8.1 1.6 1829 6 5.1 20.9 12.5 DA-E Devleoped 37 637.0 636.0 0.027 0.240 5.4 1359 0.045 10.0 20.1 0.50 636.0 604.0 0.024 3.2 7.1 634 6 1.8 14.3 8.6 DA-F Undevleoped 100 620.0 614.0 0.060 0.240 8.8 532 614.0 606.0 0.015 Unpaved 1.98 4.5 354 0.045 32.0 17.9 1.79 606.0 594.0 0.034 9.0 0.66 13.9 8.3 DA-G Undevleoped 100 608.0 606.0 0.020 0.240 13.6 1025 606.0 594.0 0.012 Unpaved 1.75 9.8 118 0.045 52.0 22.9 2.27 594.0 590.0 0.034 10.5 0.19 23.6 14.1 PROPOSED CONDITION SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL PHASE 1 Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V 2-year/24-hr Rainfall Depth (in.) from iSWM =3.52 V = (1.49/n)*R^(2/3)*s^(1/2) Basin Development Condition Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Manning's Area Perimeter Radius Elev3 Elev4 Slope Vavg Tc3 Travel Length Travel Velocity Travel Time TcTOTAL *Tlag (ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)"n"(ft^2)(ft)(ft)(ft/ft)(ft/s)(min)(ft)(ft/s)(min)(min)0.6*Tc (min) DA-A Developed 100 655.0 653.0 0.020 0.240 13.6 150 653.0 650.0 0.020 Unpaved 2.28 1.1 839 0.013 3.0 12.5 0.24 650.0 627.0 0.027 7.3 1.9 706 6 2.0 18.6 11.1 DA-B Devleoped 100 626.0 625.0 0.010 0.240 17.9 167 625.0 624.0 0.006 Unpaved 1.25 2.2 1382 0.013 3.0 12.5 0.24 624.0 609.0 0.011 4.6 5.0 25.2 15.1 DA-C Devleoped 100 661.0 658.0 0.030 0.240 11.6 496 658.0 633.0 0.050 Unpaved 3.62 2.3 883 0.013 3.0 12.5 0.24 633.0 607.0 0.029 7.6 1.9 15.8 9.5 DA-D Devleoped 100 646.0 644.0 0.020 0.240 13.6 127 644.0 638.0 0.047 Unpaved 3.51 0.6 776 0.013 3.0 12.5 0.24 638.0 612.0 0.034 8.1 1.6 1829 6 5.1 20.9 12.5 DA-E Devleoped 37 637.0 636.0 0.027 0.240 5.4 1359 0.045 10.0 20.1 0.50 636.0 604.0 0.024 3.2 7.1 634 6 1.8 14.3 8.6 DA-F Developed 100 618.0 614.0 0.040 0.240 10.3 762 614.0 599.0 0.020 paved 2.85 4.5 71 6 0.2 15.0 9.0 DA-G Developed 100 621.0 614.0 0.070 0.240 8.2 279 614.0 608.0 0.022 paved 2.98 1.6 1099 6 3.1 12.9 7.7 R-AR-BR-C R-G R-DJ-AJ-FJ-EJ-GJ-DJ-BJ-CR-AR-BR-C R-G R-DDA-BDA-ADA-GDA-EDA-CDA-DDA-FEX PONDPLOTTED BY WAGGONER, REBECCA 12/12/2023 9:40 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-EX DAM.DWGLAST SAVED 12/7/2023 2:40 PMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xDAM_Ex - XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHEXISTING DRAINAGE AREA MAPEXH-1LEGEND2-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARYDRAINAGE AREA BOUNDARYSHEET FLOW PATHSHALLOW CONCENTRATED FLOW PATHOPEN CHANNEL FLOW PATHSTORM SEWER FLOW PATHPONDPACK REACHPONDPACK JUNCTION LABELDRAINAGE AREA LABELFLOW ARROWEXISTING PONDDA-AJ-A R-BR-DR-C R-GR-AJ-AJ-FJ-EJ-GJ-DJ-BJ-CDA-BDA-ADA-GDA-EDA-CDA-DDA-F1PR PONDPLOTTED BY WAGGONER, REBECCA 12/12/2023 9:42 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-PROP DAM.DWGLAST SAVED 12/7/2023 2:40 PMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xStrm - XREF xSite - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHPROPOSED DRAINAGE AREA MAPEXH-2LEGEND2-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARYDRAINAGE AREA BOUNDARYSHEET FLOW PATHSHALLOW CONCENTRATED FLOW PATHOPEN CHANNEL FLOW PATHSTORM SEWER FLOW PATHPONDPACK REACHPONDPACK JUNCTION LABELDRAINAGE AREA LABELFLOW ARROWPROPOSED PONDDA-AJ-A APPENDIX B Existing PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) DA-B EX_2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) DA-C EX_2-Year 2 None 2.875 12.2 47.76 (N/A)(N/A) DA-D EX_2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) DA-E EX_2-Year 2 None 1.435 12.2 24.84 (N/A)(N/A) DA-F EX_2-Year 2 None 0.588 12.2 10.12 (N/A)(N/A) DA-G EX_2-Year 2 None 1.07 12.3 13.97 (N/A)(N/A) EX POND (IN)EX_2-Year 2 None 6.46 12.3 84.16 (N/A)(N/A) EX POND (OUT)EX_2-Year 2 None 6.46 12.35 83.45 593.8 0.088 J-A EX_2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) J-B EX_2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) J-C EX_2-Year 2 None 5.39 12.25 72.06 (N/A)(N/A) J-D EX_2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) J-E EX_2-Year 2 None 15.146 12.35 204.03 (N/A)(N/A) J-F EX_2-Year 2 None 3.151 12.25 47.74 (N/A)(N/A) J-G EX_2-Year 2 None 13.711 12.3 188.83 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX-5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) DA-B EX-5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) DA-C EX-5-Year 5 None 6.455 12.2 94.4 (N/A)(N/A) DA-D EX-5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) DA-E EX-5-Year 5 None 2.821 12.15 41.6 (N/A)(N/A) DA-F EX-5-Year 5 None 1.383 12.2 20.93 (N/A)(N/A) DA-G EX-5-Year 5 None 2.634 12.3 31.38 (N/A)(N/A) EX POND (IN)EX-5-Year 5 None 14.938 12.3 176.87 (N/A)(N/A) EX POND (OUT)EX-5-Year 5 None 14.938 12.3 174.1 595.99 0.368 J-A EX-5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) J-B EX-5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) J-C EX-5-Year 5 None 12.305 12.25 149.01 (N/A)(N/A) J-D EX-5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) J-E EX-5-Year 5 None 34.217 12.35 413.58 (N/A)(N/A) J-F EX-5-Year 5 None 7.219 12.25 97.01 (N/A)(N/A) J-G EX-5-Year 5 None 31.396 12.3 389.44 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) DA-B EX_10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) DA-C EX_10-Year 10 None 9.769 12.2 129.27 (N/A)(N/A) DA-D EX_10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) DA-E EX_10-Year 10 None 4.043 12.15 53.5 (N/A)(N/A) DA-F EX_10-Year 10 None 2.132 12.15 29.41 (N/A)(N/A) DA-G EX_10-Year 10 None 4.136 12.3 45.19 (N/A)(N/A) EX POND (IN)EX_10-Year 10 None 22.887 12.25 248.8 (N/A)(N/A) EX POND (OUT)EX_10-Year 10 None 22.887 12.4 220.21 597.0 0.943 J-A EX_10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) J-B EX_10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) J-C EX_10-Year 10 None 18.751 12.25 207.63 (N/A)(N/A) J-D EX_10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) J-E EX_10-Year 10 None 51.949 12.35 544.09 (N/A)(N/A) J-F EX_10-Year 10 None 11.017 12.25 134.27 (N/A)(N/A) J-G EX_10-Year 10 None 47.907 12.3 513.04 (N/A)(N/A) 2-Year Storm 5-Year Storm 10-Year Storm Existing PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) DA-B EX_25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) DA-C EX_25-Year 25 None 13.443 12.2 168.41 (N/A)(N/A) DA-D EX_25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) DA-E EX_25-Year 25 None 5.367 12.15 67.24 (N/A)(N/A) DA-F EX_25-Year 25 None 2.97 12.15 39.14 (N/A)(N/A) DA-G EX_25-Year 25 None 5.832 12.25 60.55 (N/A)(N/A) EX POND (IN)EX_25-Year 25 None 31.752 12.25 331.03 (N/A)(N/A) EX POND (OUT)EX_25-Year 25 None 31.752 12.45 247.96 597.8 2.201 J-A EX_25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) J-B EX_25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) J-C EX_25-Year 25 None 25.92 12.25 272.84 (N/A)(N/A) J-D EX_25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) J-E EX_25-Year 25 None 71.651 12.35 663.96 (N/A)(N/A) J-F EX_25-Year 25 None 15.243 12.25 175.15 (N/A)(N/A) J-G EX_25-Year 25 None 66.284 12.3 625.92 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) DA-B EX_50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) DA-C EX_50-Year 50 None 17.086 12.2 198.16 (N/A)(N/A) DA-D EX_50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) DA-E EX_50-Year 50 None 6.663 12.15 77.28 (N/A)(N/A) DA-F EX_50-Year 50 None 3.806 12.15 46.69 (N/A)(N/A) DA-G EX_50-Year 50 None 7.532 12.25 72.95 (N/A)(N/A) EX POND (IN)EX_50-Year 50 None 40.577 12.25 394.48 (N/A)(N/A) EX POND (OUT)EX_50-Year 50 None 40.577 12.45 285.99 598.2 3.258 J-A EX_50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) J-B EX_50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) J-C EX_50-Year 50 None 33.045 12.2 323.08 (N/A)(N/A) J-D EX_50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) J-E EX_50-Year 50 None 91.219 12.35 759.68 (N/A)(N/A) J-F EX_50-Year 50 None 19.445 12.2 206.9 (N/A)(N/A) J-G EX_50-Year 50 None 84.556 12.3 716.48 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) DA-B EX_100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) DA-C EX_100-Year 100 None 20.776 12.2 227.62 (N/A)(N/A) DA-D EX_100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) DA-E EX_100-Year 100 None 7.965 12.15 87.15 (N/A)(N/A) DA-F EX_100-Year 100 None 4.655 12.15 53.93 (N/A)(N/A) DA-G EX_100-Year 100 None 9.267 12.25 85.19 (N/A)(N/A) EX POND (IN)EX_100-Year 100 None 49.534 12.25 457.48 (N/A)(N/A) EX POND (OUT)EX_100-Year 100 None 49.534 12.45 342.88 598.4 4.126 J-A EX_100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) J-B EX_100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) J-C EX_100-Year 100 None 40.269 12.2 373.68 (N/A)(N/A) J-D EX_100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) J-E EX_100-Year 100 None 111.049 12.35 867.41 (N/A)(N/A) J-F EX_100-Year 100 None 23.705 12.2 238.76 (N/A)(N/A) J-G EX_100-Year 100 None 103.085 12.3 818.19 (N/A)(N/A) 25-Year Storm 50-Year Storm 100-Year Storm Proposed PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) DA-B 2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) DA-C 2-Year 2 None 2.875 12.2 47.76 (N/A)(N/A) DA-D 2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) DA-E 2-Year 2 None 1.435 12.2 24.84 (N/A)(N/A) DA-F 2-Year 2 None 0.723 12.2 12.42 (N/A)(N/A) DA-G 2-Year 2 None 2.263 12.15 41.34 (N/A)(N/A) J-A 2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) J-B 2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) J-C 2-Year 2 None 5.39 12.25 72.06 (N/A)(N/A) J-D 2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) J-E 2-Year 2 None 16.391 12.35 150.82 (N/A)(N/A) J-F 2-Year 2 None 3.286 12.25 49.92 (N/A)(N/A) J-G 2-Year 2 None 14.957 12.35 138.40 (N/A)(N/A) PR POND (IN)2-Year 2 None 7.654 12.25 100.02 (N/A)(N/A) PR POND (OUT)2-Year 2 None 7.571 12.65 46.17 592.7 2.866 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) DA-B 5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) DA-C 5-Year 5 None 6.455 12.2 94.4 (N/A)(N/A) DA-D 5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) DA-E 5-Year 5 None 2.821 12.15 41.6 (N/A)(N/A) DA-F 5-Year 5 None 1.506 12.2 22.15 (N/A)(N/A) DA-G 5-Year 5 None 4.351 12.15 67.43 (N/A)(N/A) J-A 5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) J-B 5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) J-C 5-Year 5 None 12.305 12.25 149.01 (N/A)(N/A) J-D 5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) J-E 5-Year 5 None 35.937 12.35 321.91 (N/A)(N/A) J-F 5-Year 5 None 7.343 12.25 98.45 (N/A)(N/A) J-G 5-Year 5 None 33.117 12.3 297.77 (N/A)(N/A) PR POND (IN)5-Year 5 None 16.655 12.25 197.63 (N/A)(N/A) PR POND (OUT)5-Year 5 None 16.536 12.55 105.24 594.37 5.197 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) DA-B 10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) DA-C 10-Year 10 None 9.769 12.2 129.27 (N/A)(N/A) DA-D 10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) DA-E 10-Year 10 None 4.043 12.15 53.5 (N/A)(N/A) DA-F 10-Year 10 None 2.21 12.2 29.16 (N/A)(N/A) DA-G 10-Year 10 None 6.176 12.15 85.59 (N/A)(N/A) J-A 10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) J-B 10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) J-C 10-Year 10 None 18.751 12.25 207.63 (N/A)(N/A) J-D 10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) J-E 10-Year 10 None 53.903 12.35 452.82 (N/A)(N/A) J-F 10-Year 10 None 11.095 12.25 134.81 (N/A)(N/A) J-G 10-Year 10 None 49.862 12.3 421.77 (N/A)(N/A) PR POND (IN)10-Year 10 None 24.927 12.25 271.02 (N/A)(N/A) PR POND (OUT)10-Year 10 None 24.763 12.5 150.93 595.46 6.994 2-Year Storm 5-Year Storm 10-Year Storm Proposed PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) DA-B 25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) DA-C 25-Year 25 None 13.443 12.2 168.41 (N/A)(N/A) DA-D 25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) DA-E 25-Year 25 None 5.367 12.15 67.24 (N/A)(N/A) DA-F 25-Year 25 None 2.98 12.15 37.12 (N/A)(N/A) DA-G 25-Year 25 None 8.149 12.15 106.69 (N/A)(N/A) J-A 25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) J-B 25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) J-C 25-Year 25 None 25.92 12.25 272.84 (N/A)(N/A) J-D 25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) J-E 25-Year 25 None 73.766 12.35 592.81 (N/A)(N/A) J-F 25-Year 25 None 15.253 12.25 174.76 (N/A)(N/A) J-G 25-Year 25 None 68.402 12.3 554.76 (N/A)(N/A) PR POND (IN)25-Year 25 None 34.069 12.25 353.04 (N/A)(N/A) PR POND (OUT)25-Year 25 None 33.86 12.5 195.45 596.48 8.938 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) DA-B 50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) DA-C 50-Year 50 None 17.086 12.2 198.16 (N/A)(N/A) DA-D 50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) DA-E 50-Year 50 None 6.663 12.15 77.28 (N/A)(N/A) DA-F 50-Year 50 None 3.737 12.15 43.16 (N/A)(N/A) DA-G 50-Year 50 None 10.077 12.15 122.04 (N/A)(N/A) J-A 50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) J-B 50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) J-C 50-Year 50 None 33.045 12.2 323.08 (N/A)(N/A) J-D 50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) J-E 50-Year 50 None 93.388 12.35 697.05 (N/A)(N/A) J-F 50-Year 50 None 19.377 12.25 205.46 (N/A)(N/A) J-G 50-Year 50 None 86.729 12.3 653.85 (N/A)(N/A) PR POND (IN)50-Year 50 None 43.122 12.2 416.28 (N/A)(N/A) PR POND (OUT)50-Year 50 None 42.818 12.5 225.97 597.18 10.527 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) DA-B 100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) DA-C 100-Year 100 None 20.776 12.2 227.62 (N/A)(N/A) DA-D 100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) DA-E 100-Year 100 None 7.965 12.15 87.15 (N/A)(N/A) DA-F 100-Year 100 None 4.501 12.15 49.03 (N/A)(N/A) DA-G 100-Year 100 None 12.012 12.15 137.24 (N/A)(N/A) J-A 100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) J-B 100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) J-C 100-Year 100 None 40.269 12.2 373.68 (N/A)(N/A) J-D 100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) J-E 100-Year 100 None 113.121 12.35 798.17 (N/A)(N/A) J-F 100-Year 100 None 23.552 12.25 236.33 (N/A)(N/A) J-G 100-Year 100 None 105.167 12.3 748.96 (N/A)(N/A) PR POND (IN)100-Year 100 None 52.28 12.2 479.93 (N/A)(N/A) PR POND (OUT)100-Year 100 None 51.771 12.5 247.58 597.8 12.271 25-Year Storm 50-Year Storm 100-Year Storm Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 39.12 39.12 0.00 J-B 33.19 33.19 0.00 J-C 72.06 72.06 0.00 J-D 59.10 59.10 0.00 J-E 204.03 150.82 -53.21 J-F 47.74 49.92 2.18 J-G 188.83 138.40 -50.43 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 78.21 78.21 0.00 J-B 69.06 69.06 0.00 J-C 149.01 149.01 0.00 J-D 118.33 118.33 0.00 J-E 413.58 321.91 -91.67 J-F 97.01 98.45 1.44 J-G 389.44 297.77 -91.67 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 108.39 108.39 0.00 J-B 96.72 96.72 0.00 J-C 207.63 207.63 0.00 J-D 162.98 162.98 0.00 J-E 544.09 452.82 -91.27 J-F 134.27 134.81 0.54 J-G 513.04 421.77 -91.27 10-YEAR FLOW COMPARISON 2-YEAR FLOW COMPARISON 5-YEAR FLOW COMPARISON Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 142.65 142.65 0.00 J-B 127.33 127.33 0.00 J-C 272.84 272.84 0.00 J-D 212.84 212.84 0.00 J-E 663.96 592.81 -71.15 J-F 175.15 174.76 -0.39 J-G 625.92 554.76 -71.16 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 168.85 168.85 0.00 J-B 150.93 150.93 0.00 J-C 323.08 323.08 0.00 J-D 250.78 250.78 0.00 J-E 759.68 697.05 -62.63 J-F 206.90 205.46 -1.44 J-G 716.48 653.85 -62.63 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 194.59 194.59 0.00 J-B 174.75 174.75 0.00 J-C 373.68 373.68 0.00 J-D 288.81 288.81 0.00 J-E 867.41 798.17 -69.24 J-F 238.76 236.33 -2.43 J-G 818.19 748.96 -69.23 50-YEAR FLOW COMPARISON 100-YEAR FLOW COMPARISON 25-YEAR FLOW COMPARISON PLOTTED BY WAGGONER, REBECCA 12/12/2023 9:46 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-EX INUNDATION LIMITS.DWGLAST SAVED 12/6/2023 11:25 AMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHEXISTING INUNDATION MAPEXH-3APPROXIMATE INUNDATION LIMITSPLEASE NOTE INUNDATION LIMITS DO NOT ENCOMPASS ALLOF THE NEARBY AREAS INUNDATED FROM THE EXISTINGUNDERSIZED SYSTEMLEGEND1-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARY100-YEAR WSE AT EXISTING (598.43') 66" RCPHEADWALLBUILDINGS SHOWN WITHIN THE 100-YEAR WSEAT EXISTING 66" RCP HEADWALL 598.43' BASEDON LIDAR TOPOGRAPHYBUILDINGS ADJACENT TO THE 100-YEAR WSE ATEXISTING 66" RCP HEADWALL 598.43' BASED ONLIDAR TOPOGRAPHYIRREGULAR WEIR CROSS SECTION PLOTTED BY WAGGONER, REBECCA 12/12/2023 9:47 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-PROP INUNDATION LIMITS.DWGLAST SAVED 12/6/2023 11:11 AMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xStrm - XREF xSite - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHPROPOSED INUNDATION MAPEXH-4LEGEND1-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARY100-YEAR WSE IN PROPOSED CONDITIONS(597.80') AT 66" RCP HEADWALL100-YEAR WSE AT EXISTING (598.43') 66" RCPHEADWALLBUILDINGS SHOWN WITHIN THE 100-YEAR WSEAT EXISTING 66" RCP HEADWALL 597.80' BASEDON LIDAR TOPOGRAPHYBUILDINGS ADJACENT TO THE 100-YEAR WSE ATEXISTING 66" RCP HEADWALL 597.80' BASED ONLIDAR TOPOGRAPHYIRREGULAR WEIR CROSS SECTIONAPPROXIMATE INUNDATION LIMITSPLEASE NOTE INUNDATION LIMITS DO NOT ENCOMPASS ALLOF THE NEARBY AREAS INUNDATED FROM THE EXISTINGUNDERSIZED SYSTEM MEMORANDUM To:Mr. Larry Wright, P.E. City of Colleyville, Texas From: Douglas Arnold, P.E. Date: January 11, 2024 Re:Sagora Colleyville – Traffic Summary Memo Colleyville, Texas A residential development is proposed southwest of Cheek-Sparger Road and Bedford Court in the City of Colleyville, Texas. The development is anticipated to include a mix of senior housing options, including the following: 36 senior adult housing units (detached), 130 senior adult housing (attached), 20 congregate care units, and 63 assisted living units. Access to the development is proposed via one connection to Cheek-Sparger Road at Bedford Court and multiple connections to Wayne Drive. The anticipated completion date of the development is 2025. Based on Chapter 9 of the City’s Land Development Code, a traffic impact analysis is required when a development is anticipated to generate more than 1,000 vehicle trips per day. Using rates published in the Institute of Transportation Engineers (ITE)Trip Generation 11th edition, the daily trip generation was calculated to be 784 vehicles per day (48 AM peak hour trips, 63 PM peak hour trips). Based on this calculation, a traffic impact analysis would not be required based on the City’s Land Development Code. A detailed trip generation table is provided as an Attachment. Although a traffic impact analysis is not required by code, a high-level traffic review was performed for the proposed development to determine if there are any anticipated impacts to the adjacent public street with the addition of the site traffic. The following provides some takeaways from that review: · A peak period traffic counts was performed on Tuesday, September 27, 2022, at the intersections of Cheek-Sparger Road & Bedford Court. Based on the counts, there are 1,210 vehicles during the AM peak hour volume and 1,450 vehicles during the PM peak hour. · Based on anticipated travel patterns of the development traffic, it is anticipated that 65% of the site traffic will travel through the intersection of Cheek-Sparger Road & Bedford Court. This equates to 31 vehicles during the AM peak hour and 41 vehicles during the PM peak hour. This increase in traffic represents a 2.5% increase in overall intersection volumes during the AM peak hour and a 2.8% increase in overall intersection volumes during the PM peak hour. These percentages are typically thought of having an insignificant impact on intersection operations. · Based on field observations at the intersection of Cheek-Sparger Road & Bedford Court, the northbound and southbound approaches appear to operate below acceptable conditions during the weekday AM and PM peak hours. · Based on the projected site traffic volumes, right-turn lanes and left-turn lanes are not anticipated to be needed to serve development traffic at the access points along Wayne Drive. Based on the information provided above, the proposed Sagora Colleyville development is not anticipated to have any significant impacts on the surrounding roadway network. 01/11/2024 Table 1: Trip Generation Calculation ATTACHMENT T TV WW TV TV W S D D D D D T S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYYYYYYYYYYYYYYYYY YY Y Y Y Y YYYYYYYYYYYYYYYYYCHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCEMETAL FENCE WOOD FENCE GATE WIRE FENCE WIRE FENCE WIRE FENCE WOOD FENCE WOOD FENCE CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL POST GATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PEDESTRIAN EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 5/8" IRCF "KHA" 5/8" IRCF "KHA" 5/8" IRF 5/8" IRF ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT GRAVEL ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. SCF RC FUNDING IV LLC DOC.NO.D220078199 O.P.R.T.C.T. LOT 1-R,BLOCK 1 SOUTHGATE ADDITION CA B.A,SLIDE 3400 P.R.T.C.T. 12'DRAIN AGE EASEMENT CAB.A,SLIDE 3400 P.R.T.C.T. CHEEK-SPARG ER ROAD (VARIABLE WIDTH RIGHT-OF-WAY) GEORGE W. TEETER SURVEY ABST. NO. 1543 L.L. MCLAIN SURVEY ABSTRACT NO. 1077 MARGARET DAY SURVEY ABSTRACT NO. 406 ALLEN CHRISTIAN SURVEY ABSTRACT NO. 339 CITY OF BEDFORD CITY OF COLLEYVILLE LOT 1, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T.BEDFORDCOURT(50'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. LOT 1WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 1 TARA III ADDITION (VOL. 388-192, PG. 86) P.R.T.C.T. LOT 3 WIRELESS COMMUNICATION EASEMENT DOC. NO. D213247637 D.R.T.C.T. ACCESS AND UTILITY EASEMENT DOC. NO. D213247637 D.R.T.C.T. COMMUNICATION TOWER BEDFO RD COURT (50'WIDE RIGHT-OF-WAY) LOT 3, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. METAL POST 10' ACCESS & LANDSCAPE EASEMENT DOC. NO. D185039945 P.R.T.C.T. T.R.A. EASEMENT VOL. 6451, PG. 619 D.R.T.C.T. LOT 2 (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. 18.4553 ACRES 803,912 SQ. FT. N89°12'18"E 245.29' S0°36'05"W 275.00' N88°58'05"E 301.30' S0°44'05"E 257.25' ∆=17°05'04" R=105.00' L=31.31' CB=S7°48'27"W C=31.19' N89°53'51"E 169.63' N0°44'05"W 70.00' N89°53'51"E 77.00'S0°28'47"E829.69'N0°47'50"E952.69'∆=14°07'50" R=834.76' L=205.87' CB=N6°31'36"W C=205.35' N13°35'31"W 29.90' ∆=12°37'00" R=646.64' L=142.39' CB=N7°04'42"W C=142.11' N0°46'12"W 25.00' 5/8" IRF BEARS N2°26'30"W-0.79' XF INLETINLETHEADWALLHEADWALL PARTIALLY BURIED 18" RCP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:K:\DAL_SURVEY\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE\DWG\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_AS.DWGPLOTTEDBYMENDOZA,CANDE8/26/202211:40AMLASTSAVED8/26/202211:28AMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Aug. 2022 064609800 1 OF 2 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. GRAPHIC SCALE IN FEET 0######## 1" = ##'@ 24X36 VICINITY MAP SITE LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE ALTA/NSPS LAND TITLE SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 2) SURVEYORS CERTIFICATION: To: Old Republic National Title Insurance Company; Old Republic National Title; CD Holdings Company LLC, a Colorado limited liability company; Beall Denton Partners, LP: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1,3,4,8,9,13 and 16 of Table A thereof. The field work was completed on August 24, 2022. Survey Date: August 26, 2022 J. Andy Dobbs Registered Professional Land Surveyor No. 6196 Kimley-Horn and Associates, Inc. 13455 Noel Road Two Galleria Office Tower, Suite 700 Dallas, Texas 75240 Ph. 972-770-1300 andy.dobbs@kimley-horn.com NOTES ADDRESSING SCHEDULE B EXCEPTIONS: (Pursuant to Commitment for Title Insurance, issued by Old Republic National Title Insurance Company, GF. No. 5150012860B, effective date June 21, 2022, issued June 29, 2022.) 10d. The following items depicted on Volume 388-29, Page 141, Volume 388-42, Page 69, Plat Records of Tarrant County, Texas, Instrument No. D214100098 of the Official Public Records of Tarrant County, Texas, do lie within the limits of the surveyed property and are shown hereon: -35' Drainage Easement -Variable width Drainage Easement -Private Drainage Easement -5' Utility Easement -10' Water Easement -15' Drainage Easement -10'x10' Water Easement 24' Firelane, Access and Utility Easement -Drainage Easement -15' Water Easement -Variable width Pedestrian Easement -Variable width Water Easement -15' Sanitary Sewer Easement -Variable width Drainage Easement 10e. The Ingress and Egress easement recorded in Volume 4038, Page 100 of the Deed Records of Tarrant County, Texas does lie within the limits of the surveyed property and is approximately shown hereon. NOTES: 1. The surveyed property does not appear to be in use as a dump, sump or sanitary landfill. 2. No visible evidence of current earth moving work, building construction or building additions were observed at the time of survey. PROPERTY DESCRIPTION: BEING all of Lot 1 and Lot 2, Block A of Heritage Farms, an addition to the City of Bedford and the City of Colleyville, Texas according to the plat recorded in Document No. D214100098 of the official Public Records of Tarrant County, Texas. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT U E S E T T TT T TTT S S TT T XXXX X X XXXXX XXXXXXXX X X X X X X X XXXXXXXXYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYYYYYYYYYYYYWOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL FENCE METAL FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WIRE FENCE ELEC. VAULT COMM. VAULT RETAINING WALL RETAINING WALL FRAME SHED WOOD FENCE WOOD FENCE WOOD FENCE VAULT 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5'UTILITY EASEMENT (VOL.388-42,PG.69) P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PRIVATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T.WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. BLOCK 3 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T.ALLENCHRISTIANSURVEY-ABSTRACTNO.339L.L.MCLAINSURVEY-ABSTRACTNO.1077CITY OF BEDFORD CITY OF COLLEYVILLE LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 37 LOT 1, BLOCK 7 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 33LOT 38LOT 39 LOT 18, BLOCK 4 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 5, BLOCK 3 SOUTHGATE ADDITION (VOL. 388-42, PG. 69) P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. LOT 34LOT 35 LOT 36 LOT 40 LOT 2, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2 LOT 1 LOT 2 LOT 1LOT2LOT1 CUMMINGSDRIVE(60'WIDERIGHT-OF-WAY)18.4553 ACRES 803,912 SQ. FT. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T.S0°28'47"E829.69'N88°05'24"W 761.64'N0°47'50"E952.69'(APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. FLUME FLUME RIP-RAP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:K:\DAL_SURVEY\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE\DWG\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_AS.DWGPLOTTEDBYMENDOZA,CANDE8/26/202211:41AMLASTSAVED8/26/202211:28AMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Aug. 2022 064609800 2 OF 2 GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 NORTH VICINITY MAP SITE LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE MATCHLINE (SEE SHEET 1) FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. ALTA/NSPS LAND TITLE SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS U E S E T T TT T TTT S S FL 13" MP=605.7± TT T XXXX X X XXXXX XXXXXXXX X X X X X X X XXXXXXXXYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYYYYYYYYYYYYWOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL FENCE METAL FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WIRE FENCE ELEC. VAULT COMM. VAULT RETAINING WALL RETAINING WALL FRAME SHED WOOD FENCE WOOD FENCE WOOD FENCE VAULT 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5'UTILITY EASEMENT (VOL.388-42,PG.69) P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PRIVATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T.WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. BLOCK 3 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T.ALLENCHRISTIANSURVEY-ABSTRACTNO.339CITY OF BEDFORD CITY OF COLLEYVILLE LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 37 LOT 1, BLOCK 7 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 33LOT 38LOT 39 LOT 18, BLOCK 4 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 5, BLOCK 3 SOUTHGATE ADDITION (VOL. 388-42, PG. 69) P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. LOT 34LOT 35 LOT 36 LOT 40 LOT 2, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2 LOT 1 LOT 2 LOT 1LOT2LOT1RIM = 611.1± FL12"PVC(N)=602.6± FL12"PVC(S)=602.5± FL8"PVC(W)=603.0± RIM = 611.2± FL12"PVC(N)=602.7± FL12"PVC(S)=602.7± 6 0 4 6 0 5 6 0 2 6 0 2 6 0 1 601 6 0 2 603 604 605 606 607 605604 606607 607608608609606607 608610611611611602601 600600 598598598597 597598594598 5 9 9 6005996 0 0 5985985996015 9 9 ASPHALT PAVEMENTL.L.MCLAINSURVEY-ABSTRACTNO.1077CUMMINGSDRIVE(60'WIDERIGHT-OF-WAY)BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. FLUME FLUME RIP-RAP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved TOPOGRAPHIC SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS DWGNAME:C:\USERS\CANDE.MENDOZA\APPDATA\LOCAL\MICROSOFT\WINDOWS\INETCACHE\CONTENT.OUTLOOK\6GDSBXP5\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_TS.DWGPLOTTEDBYMENDOZA,CANDE9/7/20223:44PMLASTSAVED9/7/20223:41PMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Sep. 2022 064609800 1 OF 2 GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 NORTH VICINITY MAP SITE COC BM 14 (BM 150) 2" BRASS DISC IN A CONCRETE INLET ON THE EAST SIDE OF BEDFORD ROAD, 370' SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD AND 30' WEST OF TARA VILLAGE STRIP MALL ELEV.=597.68 BM 100 MAG NAIL W/ SHINER SET ON THE SOUTH SIDE OF THE ELBOW BEND OF BEDFORD COURT, 15'+/- NORTH OF A METAL GATE, 20'+/- SOUTH OF A TELEPHONE MANHOLE, 592'± SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD ELEV.=598.34 BENCH MARK LIST LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE MATCHLINE (SEE SHEET 2) FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. T FL 36" RCP=593.3± TV WW TV TV W FL 28" RCP=606.3±S FL 20" MP=605.7± D D D D D T S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYYYYYYYYYYYYYYYYY YY Y Y Y Y YYYYYYYYYYYYYYYYYCHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCEMETAL FENCE WOOD FENCE GATE WIRE FENCE WIRE FENCE WIRE FENCE WOOD FENCE WOOD FENCE CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL POST EDGE OF WATER AS OF 08/10/2022 EDGE OF WATER AS OF 08/10/2022 BM 100 BM 150 GATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PEDESTRIAN EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 5/8" IRCF "KHA" 5/8" IRCF "KHA" 5/8" IRF 5/8" IRF ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT GRAVEL ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. SCF RC FUNDING IV LLC DOC.NO.D220078199 O.P.R.T.C.T. LOT 1-R,BLOCK 1 SOUTHGATE ADDITION CA B.A,SLIDE 3400 P.R.T.C.T. 12'DRAIN AGE EASEMENT CAB.A,SLIDE 3400 P.R.T.C.T. CHEEK-SPARG ER ROAD (VARIABLE WIDTH RIGHT-OF-WAY) MARGARET DAY SURVEY ABSTRACT NO. 406 ALLEN CHRISTIAN SURVEY ABSTRACT NO. 339 CITY OF BEDFORD CITY OF COLLEYVILLE LOT 1, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T.BEDFORDCOURT(50'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. LOT 1WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 1 TARA III ADDITION (VOL. 388-192, PG. 86) P.R.T.C.T. LOT 3 WIRELESS COMMUNICATION EASEMENT DOC. NO. D213247637 D.R.T.C.T. ACCESS AND UTILITY EASEMENT DOC. NO. D213247637 D.R.T.C.T. COMMUNICATION TOWER BEDFO RD COURT (50'WIDE RIGHT-OF-WAY) LOT 3, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. METAL POST RIM = 597.7± FL36"RCP(S)=592.6± RIM = 597.5± FL36"RCP(E)=593.0± RIM = 596.7± FL60"RCP(N)=589.4± RIM = 609.2± FL8"PVC(N)=605.2± FL8"PVC(S)=605.0± FL8"PVC(W)=605.1± 10' ACCESS & LANDSCAPE EASEMENT DOC. NO. D185039945 O.P.R.T.C.T. T.R.A. EASEMENT VOL. 6451, PG. 619 D.R.T.C.T.611611610610611612613614615616619 620 621 620 6 1 9 6 1 8 6 1 7 6166156 1 4 6136 1 5 6136 1 5 6106 1 0611 607606605609606 605604603601600599595 5 9 5 5 9 7598 5975985985 9 9599 5985996 0 0 6016026036046 0 0 600 599 598 597 5965 9 3 597591LOT 2 GEORGE W. TEETER SURVEY ABST. NO. 1543 L.L. MCLAIN SURVEY ABSTRACT NO. 1077 (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. XF WOOD FENCE INLETINLETHEADWALLHEADWALL PARTIALLY BURIED 18" RCP FL 65" RCP=589.8± Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:C:\USERS\CANDE.MENDOZA\APPDATA\LOCAL\MICROSOFT\WINDOWS\INETCACHE\CONTENT.OUTLOOK\6GDSBXP5\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_TS.DWGPLOTTEDBYMENDOZA,CANDE9/7/20223:44PMLASTSAVED9/7/20223:41PMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Sep. 2022 064609800 2 OF 2 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 VICINITY MAP SITE COC BM 14 (BM 150) 2" BRASS DISC IN A CONCRETE INLET ON THE EAST SIDE OF BEDFORD ROAD, 370' SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD AND 30' WEST OF TARA VILLAGE STRIP MALL ELEV.=597.68 BM 100 MAG NAIL W/ SHINER SET ON THE SOUTH SIDE OF THE ELBOW BEND OF BEDFORD COURT, 15'+/- NORTH OF A METAL GATE, 20'+/- SOUTH OF A TELEPHONE MANHOLE, 592'± SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD ELEV.=598.34 BENCH MARK LIST LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE TOPOGRAPHIC SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 1) City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 1/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and Discussion of an Amendment to the Land Development Code, Chapter 3, Section 3.26.E, specifically to allow for corner side yard fences greater than 30 inches in height and no greater than 25 percent opaque construction to be placed ten feet from the property line Explanation The City Council has directed staff to prepare a change to the Land Development Code, which would allow for fencing above 30 inches in height and no more than 25 opaque to be located within ten feet of the property lines for corner side yards. Attachments 1. Existing and Proposed LDC Language 01.17.2024 Current LDC Language (approved August 20, 2019) E. Fence and Free Standing Wall Setback Requirements 2. Corner Side Yards: Except where allowed elsewhere in this chapter, no fence or freestanding wall greater than thirty (30) inches in height and no greater than twenty-five (25) percent opaque construction shall extend into the required street side yard. The regulations of 1.a through 1.d above shall apply. A decorative wall or fence (which is defined as any wall or fence not greater than thirty inches in height and not greater than twenty-five percent opaque construction) within a required street side yard shall not be placed less than three feet (3’) from the side property line, and shall not be subject to the provisions of the preceding paragraph. Proposed LDC Language E. Fence and Free Standing Wall Setback Requirements 2. Corner Side Yards: Except where allowed elsewhere in this chapter, no fence or freestanding wall greater than thirty (30) inches in height and greater than twenty-five (25) percent opaque construction shall extend into the required street side yard. A fence that is greater than thirty (30) inches in height and no greater than twenty-five (25) percent opaque construction may extend into the required street yard and be located not less than ten (10) feet from the side property line. The regulations of 1.a through 1.d above shall apply. A decorative wall or fence (which is defined as any wall or fence not greater than thirty inches in height and not greater than twenty-five percent opaque construction) within a required street side yard shall not be placed less than three feet (3’) from the side property line, and shall not be subject to the provisions of the preceding paragraph.