HomeMy WebLinkAboutPlanning and Zoning Commission-Agenda Packets-02/24/2020
City of Colleyville Page 1
City of Colleyville
Planning and Zoning
Commission
Agenda
City Hall
100 Main Street
Colleyville, Texas 76034
817. 503.1000
www.colleyville.com
Monday, February 24, 2020
WORKSESSION
6:15 PM
EXECUTIVE CONFERENCE ROOM
THIRD FLOOR
CALL TO ORDER
WS-1 Presentation and discussion of a zoning change request from the R-40
Single Family Residential district and AG Agricultural district to the RE
Single Family 'Estate' Residential district on Lot 2, Block 1, of the
Newgren Addition and Tract 4, Abstract 295, in the William E Crooks
Survey, located at 108 and 7204 John McCain Road, Case ZC20-003
WS-2 Presentation and discussion of a Replat for Lots 2R and 3, Block 1, of the
Newgren Addition, being Lot 2, Block 1, of the Newgren Addition and
Tract 4, Abstract 295, in the William E Crooks Survey, located at 108 and
7204 John McCain Road, Case PC20-002
WS-3 Presentation and discussion of a zoning change request from AG
Agricultural district to the R-40 Single Family Residential district on Tract
1A01B1, Abstract 1756, in the A T Young Survey, located at 218 W Glade
Road, Case ZC20-004
WS-4 Presentation and discussion of a Minor Plat for Lot 1, Block A, of the
Parvin Wilkerson Addition, being Tract 1A01B1, Abstract 1756, in the A T
Young Survey, located at 218 W Glade Road, Case PC20-003
WS-5 Presentation and discussion of a zoning change request from the AG
Agricultural district to the R-40 Single Family Residential district on Tract
1A01C1, Abstract 1756, in the A T Young Survey, located at 304 W Glade
Road, Case ZC20-005
WS-6 Presentation and discussion of a Minor Plat for Lot 1, Block A, of the
Patricia and Michael Addition, being Tract 1A01C1, Abstract 1756, in the
A T Young Survey, located at 304 W Glade Road, Case PC20-004
WK-7 Presentation and discussion of a Special Use Permit for an Accessory
Dwelling on Lot 7, Block 2, of the Wescoat Place Addition, located at
6009 Westcoat Drive, Case ZC20-006
Planning and Zoning
Commission Agenda February 24, 2020
City of Colleyville Page 2
WS-8 Presentation and discussion of amendments to Chapter 2 - Definitions
and Chapter 3, Section 3.24.B – Schedule of Permitted Principal Uses &
Section 3.24.C – Special Land Use Standards of the Land Development
Code specific to Cannabidiol (CBD) Stores
WS-9 Presentation and discussion of amendments to Chapter 9, Section 9.21 –
Sidewalks of the Land Development Code
WS-10 Presentation and discussion of upcoming Planning and Zoning
Commission meetings.
EXECUTIVE SESSION – In accordance with Texas Government Code
Chapter 551, Subchapter D,
Section 551.071 - Legal - Consultation with attorney on legal issues raised by
public hearing or action items on the agenda
Legal briefing by City Attorney regarding planning, zoning, platting, and land use
Review of Regular Agenda Items and discussion of previous meeting minutes
Discussion of items to be placed on future agendas and updates on development
trends, progress, and City Council actions on past agenda items
REGULAR MEETING
7:00 P.M. OR
IMMEDIATELY FOLLOWING THE WORKSESSION
CALL TO ORDER
INVOCATION: COMMISSIONER HOLT
PLEDGE OF ALLEGIANCE
1.APPROVAL OF MINUTES
August 12, 2019 Minutes
August 26, 2019 Minutes
September 9, 2019 Minutes
2.CITIZEN COMMENTS
Planning and Zoning
Commission Agenda February 24, 2020
City of Colleyville Page 3
3.PUBLIC HEARING AGENDA ITEMS
3a Consideration of a request for a Preliminary/Final Plat for Lots 1-11,
Block A, Lots 1-13, Block B, and Lots 1-3, Block X, of the Preston
Manor Addition, being Tracts 6A1, 6A2, 6A2A, 6A2B1, Abstract 1487,
in the O C Sturm Survey, and Tracts 1B, 1B1, 1B2A, Abstract 1176, in
the J J Newton Survey, located at 401 Shelton Drive, Case PC20-001
TABLED FROM THE FEBRUARY 10, 2010 PLANNING & ZONING
COMMISSION MEETING
4.ADJOURNMENT
I hereby certify this agenda was posted on City Hall bulletin boards February 21,
2020 by 5:00 p.m.
Araceli Botello
Planning Technician
A quorum of the 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.
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Aerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-003
108 and 7204 John McCain Road
Subject Property
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7004203
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7102
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7308
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7009
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CASTIRONFORESTTRAILCOLDEN COURT
WESTMONT DRIVESTILLWA TER C I R C L E
WESTCOAT DRIVEW A T ER FA L L C O U R T
HARDY L A N E
REVERCHONCOURTMONTICELLO PARKWAYR-30
R-20
AG
AG
R-40
PUD-R
AG
PUD-R
R-40
PUD-R
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AG
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R-20
R-20
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-003
108 and 7204 John McCain Road
Subject Property
7301
7307
7004203
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116
7204
7102
7316
105
7308
101
7101
7009
7308
7201
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7008105
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COLDEN COURT
WESTMONT DRIVEW A TE R FA L L C O U R T
H A R D Y L A N E
REVERCHONCOURTWESTCOATDRIVEMONTICELLO PARKWAYFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-003
108 and 7204 John McCain Road
Subject Property
Residential
Open Space; Parks
POINT OFBEGINNING-- 2019 --Edward and Theresa Van Horne108 John McCain RoadColleyville, Texas 76034SURVEYOR'S NOTES:1. Bearings and distances are based on Texas State PlaneCoordinate System, Texas North Central Zone 4202 NorthAmerican Datum of 1983 (NAD 83) (U.S. Foot) with acombined scale factor of 1.00012.2. This property lies within Zone "X" Shaded and Zone "X"Unshaded of the Flood Insurance Rate Map for TarrantCounty, Texas and Incorporated Areas, map no.48439C0095K, dated September 25, 2009, via scaled maplocation and graphic plotting.3. Notice: Selling a portion of this addition by metes andbounds is a violation of City subdivision ordinance and stateplatting statutes and is subject to fines and withholding ofutilities and building certificates.4. The purpose of this plat is to create two lots out of onerecorded lot and one tract.STATE OF TEXAS §COUNTY OF TARRANT §WHEREAS Edward Van Horne, Theresa Van Horne and Catalina Lone Star, LLC are the owners of a 5.564 acre tract of land situated in the W.E. CrooksSurvey, Abstract Number 295, being conveyed to Edward and Theresa Van Horne by deed recorded in Instrument Number D212211377, Deed Records, TarrantCounty, Texas, also being all of Lot 2, Block 1 of Newgren Addition, an addition to the City of Colleyville, as recorded in Cabinet A, Page 11140, Plat Records,Tarrant County, Texas and also being all of a tract of land conveyed to Catalina Lone Star, LLC by deed recorded in D219148119, Deed Records, TarrantCounty, Texas and being more particularly described by metes and bounds as follows:BEGINNING at a 1/2 inch rebar capped "MOAK" found for the southwest corner of said Lot 2, same being a point on the east line of a tract of land conveyed toRoxanne Hightower by deed recorded in Volume 7052, Page 539, Deed Records, Tarrant County, Texas and lying on the north right of way line of John McCainRoad (Variable Width Right of Way);THENCE North 00 degrees 04 minutes 47 seconds West, departing the north right of way line of said John McCain Road, with the east line of said Hightowertract, a distance of 189.22 feet to a 1/2 inch rebar capped "ASC" set for the northeast corner of said Hightower tract;THENCE North 87 degrees 07 minutes 21 seconds West, with the north line of said Hightower tract, a distance of 411.57 feet to a 1/2 inch rebar capped "ASC"set for the northwest corner of said Hightower tract, also being a point on the east right of way line of said John McCain Road;THENCE North 25 degrees 00 minutes 16 seconds West, with the east right of way line of said John McCain Road, a distance of 37.34 feet to a 1/2 inch rebarcapped "ASC" set for corner;THENCE North 25 degrees 42 minutes 18 seconds West, with the east right of way line of said John McCain Road, a distance of 98.60 feet to a 1/2 inch rebarcapped "ASC" set for corner;THENCE North 27 degrees 32 minutes 40 seconds West, with the east right of way line of said John McCain Road, a distance of 103.35 feet and being thebeginning of a curve to the right with a radius of 250.10 feet, a central angle of 07 degrees 15 minutes 57 seconds, a chord bearing and distance of North 21degrees 58 minutes 02 seconds West, a distance of 31.69 feet;THENCE with said curve to the right, with the east right of way line of said John McCain Road, an arc length of 31.71 feet to a 1/2 inch rebar capped "ASC" setfor corner;THENCE North 88 degrees 44 minutes 13 seconds East, departing the east right of way line of said John McCain Road, passing a 1/2 inch rebar capped"PRISM" found for the southwest corner of Lot 1R, Block 1, Cooper Addition, an addition to the City of Colleyville, as recorded in Cabinet A, Page 10071, PlatRecords, Tarrant County, Texas at a distance of 17.76 feet and continuing with the south line of said Lot 1R, a total distance of 528.99 feet to a point for thesoutheast corner of said Lot 1R, same being the northeast corner of said Catalina Lone Star tract, from which a 1/2 inch rebar found bears South 72 degrees 30minutes 22 seconds West, a distance of 0.58 feet;THENCE North 00 degrees 04 minutes 47 seconds West, with the east line of said Lot 1R, a distance of 133.34 feet to a 1/2 inch rebar found for the northwestcorner of said Lot 2, also being the southwest corner of a tract of land conveyed to Dale M. Holt and Roxanne G. Holt by deed recorded in Volume 10495, Page1781, Deed Records, Tarrant County, Texas;THENCE South 87 degrees 38 minutes 35 seconds East, departing the east line of said Lot 1R, with the south line of said Holt tract, a distance of 200.12 feet to a1/2 inch rebar capped "PRECISE" found for the northeast corner of said Lot 2, also being the northwest corner of Lot 1R, Block 1 of said JNewgren Addition;THENCE South 00 degrees 05 minutes 54 seconds East, departing the south line of said Holt tract, with the west line of said second referenced Lot 1R, adistance of 598.28 feet to a 1/2 inch rebar capped "PRECISE" found for the southwest corner of said second referenced Lot 1R, also lying on the north right ofway line of said John McCain Road;THENCE North 87 degrees 43 minutes 57 minutes West, with the north right of way line of said John McCain Road, a distance of 200.30 feet to THE POINTOF BEGINNING and containing 241,597 square feet or 5.546 acres of land, more or less.NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTSThat We, Edward Van Horne, Theresa Van Horne and Catalina Lone Star, LLC, Owners, do hereby adopt this plat designating the hereinbefore describedproperty as Lots 2R and 3, Block 1, NEWGREN ADDITION, an addition to the City of Colleyville, Tarrant County, Texas, and do hereby dedicate fee simple tothe public use forever all streets, right-of-way, and alleys shown thereon, and do hereby reserve the easements shown on this plat for the mutual use andaccommodation of all public utilities desiring to use or using the same. Any public utility shall have the right to remove and keep removed all or part of anybuildings, fences, trees, shrubs or other improvements or growths in which any way endanger or interfere with the construction, maintenance, or efficiency of itsrespective systems on any of these easements and any public utility shall at all times have the right of ingress and egress to and from and upon the said easementfor the purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This platapproved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.By: _________________________________By: _________________________________ Edward Van HorneTheresa Van HorneBy: _________________________________ Catalina Lone Star, LLCVICINITY MAPNOT TO SCALESCALE: 1" = 40'40'0 20' 40'80'STATE OF TEXAS §COUNTY OF DENTON §This is to certify that I, Thomas W. Mauk, a Registered Professional LandSurveyor in the State of Texas, have platted the subdivision from an actual surveyon the ground, and that this plat correctly represents that survey made by me orunder my direction and supervision.______________________________Thomas W. Mauk, R.P.L.S.No. 5119PLANNING AND ZONING COMMISSION APPROVAL:This amending or minor plat is approved in accordance with Section 212.0065of the Texas Local Government Code and the City of Colleyville SubdivisionRegulations______________________________________Date______________________________________Community Development DirectorUTILITY EASEMENT:Any public utility, including the City of Colleyville, shall have the right tomove and keep moved all or part of any building, fences, shrubs, othergrowths or improvements which in any way endanger or interfere with theconstruction, maintenance, or efficiency of its respective systems on anyof the easements shown on the plat; and any public utility, including theCity of Colleyville, shall have the right at all times of ingress and egressto and from and upon said easements for the purpose of construction,reconstruction, inspection, patrolling, maintaining and adding to orremoving all or part of its respective systems without the necessity at anytime of procuring the permission of anyone.DRAINAGE EASEMENT RESTRICTION:No construction or filling, without the written approval of the City ofColleyville shall be allowed within a drainage easement, and then onlyafter detailed engineering plans and studies show that no flooding willresult, that no obstruction to the natural flow of water will result, andsubject to all owners of the property affected by such constructionbecoming a party to the request. Where construction is permitted, allfinished floor elevations shall be a minimum of two feet above the100-year flood elevation.SITELEGEND OF ABBREVIATIONSxD.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXASxP.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXASxROW RIGHT OF WAYxIRS 1/2 INCH CAPPED REBAR STAMPED "ASC" SETxC.M. CONTROLLING MONUMENTSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the Stateof Texas, on this day personally appeared Edward Van Horne, known to meto be the person whose name is subscribed to the foregoing instrument andacknowledged to me that she executed the same for the purposes andconsideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of______________________ 20____.___________________________________Notary Public in and for the State of TexasSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the Stateof Texas, on this day personally appeared Theresa Van Horne, known to meto be the person whose name is subscribed to the foregoing instrument andacknowledged to me that she executed the same for the purposes andconsideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of______________________ 20____.___________________________________Notary Public in and for the State of TexasSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for theState of Texas, on this day personally appeared_________________,known to me to be the person whose name is subscribed to theforegoing instrument and acknowledged to me that she executed thesame for the purposes and consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasCatalina Lone Star, LLC108 John McCain RoadColleyville, Texas 76034RECORDING INFORMATIONDOCUMENT NO. ____________________DATE: _____________________________DRAWN BY: G.L.C. DATE: 11/26/2019 CHECKED BY: T.M. JOB NO.: 2019.11.410220 ELM STREET, SUITE 200 I LEWISVILLE, TX 75057 I 214.217.2544FIRM REGISTRATION NO. 10194331 I WINDROSESERVICES.COMILAND SURVEYING PLATTINGWINDROSE220 Elm St., # 200 - Lewisville, TX 75057Ph. 214.217.2544 - TFRN# 10063800arthursurveying.com Established 1986
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Aerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-002 K108 and 7204 John McCain Road
Subject Property
7301
7307
7004203
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116
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7316
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7308
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7101
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WESTMONT DRIVESTILLWA TER C I R C L E
WESTCOAT DRIVEW A T ER FA L L C O U R T
HARDY L A N E
REVERCHONCOURTMONTICELLO PARKWAYR-30
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Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-002 K108 and 7204 John McCain Road
Subject Property
7301
7307
7004203
101
116
7204
7102
7316
105
7308
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7101
7009
7308
7201
7212
7005
7008105
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72037202
7303
7215 108
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CO L D EN CO URT
WESTMONT DRIVEW A TE R FA L L C O U R T
H A R D Y L A N E
REVERCHONCOURTWESTCOATDRIVEMONTICELLO PARKWAYFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-002 K108 and 7204 John McCain Road
Subject Property
Residential
Open Space; Parks
POINT OFBEGINNING-- 2019 --Edward and Theresa Van Horne108 John McCain RoadColleyville, Texas 76034SURVEYOR'S NOTES:1. Bearings and distances are based on Texas State PlaneCoordinate System, Texas North Central Zone 4202 NorthAmerican Datum of 1983 (NAD 83) (U.S. Foot) with acombined scale factor of 1.00012.2. This property lies within Zone "X" Shaded and Zone "X"Unshaded of the Flood Insurance Rate Map for TarrantCounty, Texas and Incorporated Areas, map no.48439C0095K, dated September 25, 2009, via scaled maplocation and graphic plotting.3. Notice: Selling a portion of this addition by metes andbounds is a violation of City subdivision ordinance and stateplatting statutes and is subject to fines and withholding ofutilities and building certificates.4. The purpose of this plat is to create two lots out of onerecorded lot and one tract.STATE OF TEXAS §COUNTY OF TARRANT §WHEREAS Edward Van Horne, Theresa Van Horne and Catalina Lone Star, LLC are the owners of a 5.564 acre tract of land situated in the W.E. CrooksSurvey, Abstract Number 295, being conveyed to Edward and Theresa Van Horne by deed recorded in Instrument Number D212211377, Deed Records, TarrantCounty, Texas, also being all of Lot 2, Block 1 of Newgren Addition, an addition to the City of Colleyville, as recorded in Cabinet A, Page 11140, Plat Records,Tarrant County, Texas and also being all of a tract of land conveyed to Catalina Lone Star, LLC by deed recorded in D219148119, Deed Records, TarrantCounty, Texas and being more particularly described by metes and bounds as follows:BEGINNING at a 1/2 inch rebar capped "MOAK" found for the southwest corner of said Lot 2, same being a point on the east line of a tract of land conveyed toRoxanne Hightower by deed recorded in Volume 7052, Page 539, Deed Records, Tarrant County, Texas and lying on the north right of way line of John McCainRoad (Variable Width Right of Way);THENCE North 00 degrees 04 minutes 47 seconds West, departing the north right of way line of said John McCain Road, with the east line of said Hightowertract, a distance of 189.22 feet to a 1/2 inch rebar capped "ASC" set for the northeast corner of said Hightower tract;THENCE North 87 degrees 07 minutes 21 seconds West, with the north line of said Hightower tract, a distance of 411.57 feet to a 1/2 inch rebar capped "ASC"set for the northwest corner of said Hightower tract, also being a point on the east right of way line of said John McCain Road;THENCE North 25 degrees 00 minutes 16 seconds West, with the east right of way line of said John McCain Road, a distance of 37.34 feet to a 1/2 inch rebarcapped "ASC" set for corner;THENCE North 25 degrees 42 minutes 18 seconds West, with the east right of way line of said John McCain Road, a distance of 98.60 feet to a 1/2 inch rebarcapped "ASC" set for corner;THENCE North 27 degrees 32 minutes 40 seconds West, with the east right of way line of said John McCain Road, a distance of 103.35 feet and being thebeginning of a curve to the right with a radius of 250.10 feet, a central angle of 07 degrees 15 minutes 57 seconds, a chord bearing and distance of North 21degrees 58 minutes 02 seconds West, a distance of 31.69 feet;THENCE with said curve to the right, with the east right of way line of said John McCain Road, an arc length of 31.71 feet to a 1/2 inch rebar capped "ASC" setfor corner;THENCE North 88 degrees 44 minutes 13 seconds East, departing the east right of way line of said John McCain Road, passing a 1/2 inch rebar capped"PRISM" found for the southwest corner of Lot 1R, Block 1, Cooper Addition, an addition to the City of Colleyville, as recorded in Cabinet A, Page 10071, PlatRecords, Tarrant County, Texas at a distance of 17.76 feet and continuing with the south line of said Lot 1R, a total distance of 528.99 feet to a point for thesoutheast corner of said Lot 1R, same being the northeast corner of said Catalina Lone Star tract, from which a 1/2 inch rebar found bears South 72 degrees 30minutes 22 seconds West, a distance of 0.58 feet;THENCE North 00 degrees 04 minutes 47 seconds West, with the east line of said Lot 1R, a distance of 133.34 feet to a 1/2 inch rebar found for the northwestcorner of said Lot 2, also being the southwest corner of a tract of land conveyed to Dale M. Holt and Roxanne G. Holt by deed recorded in Volume 10495, Page1781, Deed Records, Tarrant County, Texas;THENCE South 87 degrees 38 minutes 35 seconds East, departing the east line of said Lot 1R, with the south line of said Holt tract, a distance of 200.12 feet to a1/2 inch rebar capped "PRECISE" found for the northeast corner of said Lot 2, also being the northwest corner of Lot 1R, Block 1 of said JNewgren Addition;THENCE South 00 degrees 05 minutes 54 seconds East, departing the south line of said Holt tract, with the west line of said second referenced Lot 1R, adistance of 598.28 feet to a 1/2 inch rebar capped "PRECISE" found for the southwest corner of said second referenced Lot 1R, also lying on the north right ofway line of said John McCain Road;THENCE North 87 degrees 43 minutes 57 minutes West, with the north right of way line of said John McCain Road, a distance of 200.30 feet to THE POINTOF BEGINNING and containing 241,597 square feet or 5.546 acres of land, more or less.NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTSThat We, Edward Van Horne, Theresa Van Horne and Catalina Lone Star, LLC, Owners, do hereby adopt this plat designating the hereinbefore describedproperty as Lots 2R and 3, Block 1, NEWGREN ADDITION, an addition to the City of Colleyville, Tarrant County, Texas, and do hereby dedicate fee simple tothe public use forever all streets, right-of-way, and alleys shown thereon, and do hereby reserve the easements shown on this plat for the mutual use andaccommodation of all public utilities desiring to use or using the same. Any public utility shall have the right to remove and keep removed all or part of anybuildings, fences, trees, shrubs or other improvements or growths in which any way endanger or interfere with the construction, maintenance, or efficiency of itsrespective systems on any of these easements and any public utility shall at all times have the right of ingress and egress to and from and upon the said easementfor the purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This platapproved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.By: _________________________________By: _________________________________ Edward Van HorneTheresa Van HorneBy: _________________________________ Catalina Lone Star, LLCVICINITY MAPNOT TO SCALESCALE: 1" = 40'40'0 20' 40'80'STATE OF TEXAS §COUNTY OF DENTON §This is to certify that I, Thomas W. Mauk, a Registered Professional LandSurveyor in the State of Texas, have platted the subdivision from an actual surveyon the ground, and that this plat correctly represents that survey made by me orunder my direction and supervision.______________________________Thomas W. Mauk, R.P.L.S.No. 5119PLANNING AND ZONING COMMISSION APPROVAL:This amending or minor plat is approved in accordance with Section 212.0065of the Texas Local Government Code and the City of Colleyville SubdivisionRegulations______________________________________Date______________________________________Community Development DirectorUTILITY EASEMENT:Any public utility, including the City of Colleyville, shall have the right tomove and keep moved all or part of any building, fences, shrubs, othergrowths or improvements which in any way endanger or interfere with theconstruction, maintenance, or efficiency of its respective systems on anyof the easements shown on the plat; and any public utility, including theCity of Colleyville, shall have the right at all times of ingress and egressto and from and upon said easements for the purpose of construction,reconstruction, inspection, patrolling, maintaining and adding to orremoving all or part of its respective systems without the necessity at anytime of procuring the permission of anyone.DRAINAGE EASEMENT RESTRICTION:No construction or filling, without the written approval of the City ofColleyville shall be allowed within a drainage easement, and then onlyafter detailed engineering plans and studies show that no flooding willresult, that no obstruction to the natural flow of water will result, andsubject to all owners of the property affected by such constructionbecoming a party to the request. Where construction is permitted, allfinished floor elevations shall be a minimum of two feet above the100-year flood elevation.SITELEGEND OF ABBREVIATIONSxD.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXASxP.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXASxROW RIGHT OF WAYxIRS 1/2 INCH CAPPED REBAR STAMPED "ASC" SETxC.M. CONTROLLING MONUMENTSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the Stateof Texas, on this day personally appeared Edward Van Horne, known to meto be the person whose name is subscribed to the foregoing instrument andacknowledged to me that she executed the same for the purposes andconsideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of______________________ 20____.___________________________________Notary Public in and for the State of TexasSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the Stateof Texas, on this day personally appeared Theresa Van Horne, known to meto be the person whose name is subscribed to the foregoing instrument andacknowledged to me that she executed the same for the purposes andconsideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of______________________ 20____.___________________________________Notary Public in and for the State of TexasSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for theState of Texas, on this day personally appeared_________________,known to me to be the person whose name is subscribed to theforegoing instrument and acknowledged to me that she executed thesame for the purposes and consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasCatalina Lone Star, LLC108 John McCain RoadColleyville, Texas 76034RECORDING INFORMATIONDOCUMENT NO. ____________________DATE: _____________________________DRAWN BY: G.L.C. DATE: 11/26/2019 CHECKED BY: T.M. JOB NO.: 2019.11.410220 ELM STREET, SUITE 200 I LEWISVILLE, TX 75057 I 214.217.2544FIRM REGISTRATION NO. 10194331 I WINDROSESERVICES.COMILAND SURVEYING PLATTINGWINDROSE220 Elm St., # 200 - Lewisville, TX 75057Ph. 214.217.2544 - TFRN# 10063800arthursurveying.com Established 1986
216
4904
300
4898
220
4916
308
212
304
218
208
4900
4908
4928
310
216
304308
W G L A D E R O A D BILLS LANEAerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-004
218 W Glade Rd
Subject Property
4901
4913
4920
4909
5000
4905
216
4904
4917
300
301
4916
205
311
4899
213
4898
204
4712 4709
220
4800
4912
4916
308
212
209
304
218
305305
208
217
4900
4908
4706
4902
310
216
4714 4802
304
4704
312
201308
200W GLADE ROAD
MILL CROSSING W ROCKRIMMON COURTBILLS LANEPUD-R
AG
R-40 R-20
AG
R-40
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-004
218 W Glade Rd
Subject Property
4901
4913
4920
4703
5001
4909
101
106
5000
405
4905
216
4904
4917
315
5005
300
301
105
4997
4916
205
311
406
1084899
213
4898
4925
204
4712 4709
220
4800
4912
4916
308
4710
212
209
304
4801
401
4921
4705
218
305305
208
217
4704
4708
4900
5109
4924
4805
4908
4702
112
4803
4706
4902
5112
310
216
5108
4714 4802
4707 4702
304
101
4704
102
4800
312
201308
4700
200
MILLVIEWDRIVEGLADE ROAD
W GLADE ROAD
MILL CROSSINGE
MILL CROSSING W ROCKRIMMON COURTFRY LANEBILLS LANEFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-004
218 W Glade Rd
Subject Property
Residential
Open Space; Parks
OU
OU
OU
OU
OU
OUOUOUOUOUOUOUOUOUOUOUOUOU
SCALE: 1" = 30'
30'0 15' 30'60'
PROPERTY DESCRIPTION:
BEING the proposed Lot 1, Block A
Parvin Wilkerson Addition, as recorded
in __________________, Plat Records,
Tarrant County, Texas.
DRAWN BY: G.L.C. DATE: 01/21/2020
220 Elm St., # 200 - Lewisville, TX 75057
Ph. 214.217.2544 - TFRN# 10063800
arthursurveying.com Established 1986
SURVEYOR'S NOTES:
1. Bearings and distances are based
on Texas State Plane Coordinate
System, Texas North Central Zone
4202 North American Datum of
1983 (NAD 83) (U.S. Foot) with a
combined scale factor of 1.00012.
2. This property lies within Zone "X"
Unshaded of the Flood Insurance
Rate Map for Tarrant County,
Texas and Incorporated Areas, map
no. 48439C0095K, dated
September 25, 2009, via scaled
map location and graphic plotting.
216
4904
300
4898
220
4916
308
212
304
218
208
4900
4908
4928
310
216
304308
W G L A D E R O A D BILLS LANEAerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-003 K218 W Glade Rd
Subject Property
4901
4913
4920
4909
5000
4905
216
4904
4917
300
301
4916
205
311
4899
213
4898
204
4712 4709
220
4800
4912
4916
308
212
209
304
218
305305
208
217
4900
4908
4706
4902
310
216
4714 4802
304
4704
312
201308
200W G L A D E R O A D
M I L L C R O S S I N G W ROCKRIMMON COURTBILLS LANEPU D-R
AG
R-40 R-20
AG
R-40
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-003 K218 W Glade Rd
Subject Property
4901
4913
4920
4703
5001
4909
101
106
5000
405
4905
216
4904
4917
315
5005
300
301
105
4997
4916
205
311
406
1084899
213
4898
4925
204
4712 4709
220
4800
4912
4916
308
4710
212
209
304
4801
401
4921
4705
218
305305
208
217
4704
4708
4900
5109
4924
4805
4908
4702
112
4803
4706
4902
5112
310
216
5108
4714 4802
4707 4702
304
101
4704
102
4800
312
201308
4700
200
MILLVIEWDRIVEGLADE ROAD
W G L A D E R O A D
MILL CROSSINGE
M I L L C R O S S I N G W ROCKRIMMON COURTFRY LANEBILLS LANEFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-003 K218 W Glade Rd
Subject Property
Residential
Open Space; Parks
POINT OFBEGINNING-- 2020 --Patricia Ann Wilderson andMichael Wayne Parvin26 Shadowbrook LaneHurst, Texas 76053SURVEYOR'S NOTES:1. Bearings and distances are based on Texas State Plane Coordinate System,Texas North Central Zone 4202 North American Datum of 1983 (NAD 83)(U.S. Foot) with a combined scale factor of 1.00012.2. This property lies within Zone "X" Unshaded of the Flood Insurance RateMap for Tarrant County, Texas and Incorporated Areas, map no.48439C0095K, dated September 25, 2009, via scaled map location andgraphic plotting.3. Notice: Selling a portion of this addition by metes and bounds is a violation ofCity subdivision ordinance and state platting statutes and is subject to finesand withholding of utilities and building certificates.4. The purpose of this plat is to create one lot out of a tract of land.STATE OF TEXAS §COUNTY OF TARRANT §WHEREAS Patricia Ann Wilkerson and Michael Wayne Parvin are the owners of a 1.000 acre tract of land situated in the A.T. YoungSurvey, Abstract Number 1756, as conveyed to Patricia Ann Wilkerson and Michael Wayne Parvin by deed recorded in D218256774,Deed Records, Tarrant County, Texas and being more particulalry described by metes and bounds as follows:BEGINNING at a 5/8 inch rebar found for the northeast corner of a tract of land conveyed to Gary M. Edwards by deed recorded inVolume 6410, Page 15, Deed Records, Tarrant County, Texas, also being a point on the south line of a tract of land conveyed to FredW. Westphal Jr. by deed recorded in Volume 12972, Page 191, Deed Records, Tarrant County, Texas;THENCE North 79 degrees 48 minutes 50 seconds East, with the south line of said Westphal tract, a distance of 105.69 feet to a 5/8inch rebar found for the northwest corner of Lot 1, Block 1, Nguyen Johnson Addition, an addition to the City of Colleyville, asrecorded in Instrument Number D218041455, Plat Records, Tarrant County, Texas;THENCE South 00 degrees 41 minutes 02 seconds East, departing the south line of said Westphal tract, with the west line of said Lot 1,a distance of 417.40 feet to a 1/2 inch rebar found for corner and lying on the north right of way line of West Glade Road (VariableWidth Right of Way);THENCE South 79 degrees 18 minutes 58 seconds West, with the north right of way line of said West Glade Road, a distance of105.85 feet to a point for the southeast corner of said Edwards tract, from which a 1 inch rebar which bears North 79 degrees 19minutes 36 seconds East, a distance of 1.89 feet;THENCE North 00 degrees 41 minutes 02 seconds West, departing the north right of way line of said West Glade Road, with the eastline of said Edwards tract, a distance of 418.33 feet to THE POINT OF BEGINNING and containing 43,559 square feet or 1.000 acresof land, more or less.NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTSThat We, Patricia Ann Wilkerson and Michael Wayne Parvin, Owners, do hereby adopt this plat designating the hereinbefore describedproperty as Lot 1, Block A, PARVIN WILKERSON ADDITION, an addition to the City of Colleyville, Tarrant County, Texas, and dohereby dedicate fee simple to the public use forever all streets, right-of-way, and alleys shown thereon, and do hereby reserve theeasements shown on this plat for the mutual use and accommodation of all public utilities desiring to use or using the same. Any publicutility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements orgrowths in which any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any ofthese easements and any public utility shall at all times have the right of ingress and egress to and from and upon the said easement forthe purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission ofanyone. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.By: _________________________________By: _________________________________ Patricia Ann WildersonMichael Wayne ParvinSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personallyappeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledgedto me that she executed the same for the purposes and consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personallyappeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledgedto me that she executed the same for the purposes and consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasVICINITY MAPNOT TO SCALEPRELIMINARYSTATE OF TEXAS §COUNTY OF DENTON §This is to certify that I, Thomas W. Mauk, a Registered Professional Land Surveyor of the State of Texas, have platted the subdivision from anactual survey on the ground, and that this plat correctly represents that survey made by me or under my direction and supervision.______________________________Thomas W. Mauk, R.P.L.S.No. 5119STATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Thomas W. Mauk, knownto me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposesand consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasDRAWN BY: G.L.C. DATE: 01/21/2020 CHECKED BY: T.M. JOB NO.: WR2001.2717-01220 Elm St., # 200 - Lewisville, TX 75057Ph. 214.217.2544 - TFRN# 10063800arthursurveying.com Established 1986LEGEND OF ABBREVIATIONSxD.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXASxO.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXASxP.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXASxROW RIGHT OF WAYxIRS 1/2 INCH CAPPED REBAR STAMPED "ASC" SETxC.M. CONTROLLING MONUMENTPLANNING AND ZONING COMMISSION APPROVAL:This amending or minor plat is approved in accordance with Section 212.0065of the Texas Local Government Code and the City of Colleyville SubdivisionRegulations______________________________________Date______________________________________Community Development DirectorUTILITY EASEMENT:Any public utility, including the City of Colleyville, shall have theright to move and keep moved all or part of any building, fences,shrubs, other growths or improvements which in any wayendanger or interfere with the construction, maintenance, orefficiency of its respective systems on any of the easements shownon the plat; and any public utility, including the City ofColleyville, shall have the right at all times of ingress and egress toand from and upon said easements for the purpose of construction,reconstruction, inspection, patrolling, maintaining and adding to orremoving all or part of its respective systems without the necessityat any time of procuring the permission of anyone.Recorded:Instrument Number ____________________________________, P.R.T.C.T.SCALE: 1" = 30'30'0 15' 30'60'SITE
216
300
301
311 213
220
4912
4916
308
212
304
218
305
217
4928
310
216
304
312
308
W GLADE ROAD
MILL CROSSING W BILLS LANEAerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-005
304 W Glade Rd
Subject Property
4901
4913
4920
4703
4909
101
5000
405
4905
216
4904
4917
315
300
301
4916
205
311
406
4899
213
4898
4925
204
4712 4709
220
4800
4912
4916
308
4710
212
209
304
4801
401
4921
4705
218
305305
208
217
4708
4900
5109
4924
4908
4706
4902
501
5112
310
216
5108
4714 4802
4707 4702
304
4704
312
201308
4700
200
MILLVIEWDRIVEW GLADE ROAD
MILL CROSSING W ROCKRIMMON COURTBILLS LANER-20
PUD-R
AG
R-40
R-20
PUD-R
R-40
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-005
304 W Glade Rd
Subject Property
4901
4913
4920
4703
4909
101
5000
405
4905
216
4904
4917
315
300
301
4916
205
311
406
4899
213
4898
4925
204
4712 4709
220
4800
4912
4916
308
4710
212
209
304
4801
401
4921
4705
218
305305
208
217
4708
4900
4924
4908
4703
4706
4902
501
5112
310
216
5108
4714 4802
4707 4702
304
4704
312
201308
4700
200
MILLVIEWDRIVEW GLADE ROAD
MILL CROSSING W ROCKRIMMON COURTBILLS LANEFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
KZC20-005
304 W Glade Rd
Subject Property
Residential
Open Space; Parks
SCALE: 1" = 30'
30'0 15' 30'60'
PROPERTY DESCRIPTION:
BEING the proposed Lot 1, Block A
Patricia and Michael Addition, as
recorded in __________________, Plat
Records, Tarrant County, Texas.
DRAWN BY: G.L.C. DATE: 01/21/2020
220 Elm St., # 200 - Lewisville, TX 75057
Ph. 214.217.2544 - TFRN# 10063800
arthursurveying.com Established 1986
SURVEYOR'S NOTES:
1. Bearings and distances are based
on Texas State Plane Coordinate
System, Texas North Central Zone
4202 North American Datum of
1983 (NAD 83) (U.S. Foot) with a
combined scale factor of 1.00012.
2. This property lies within Zone "X"
Unshaded of the Flood Insurance
Rate Map for Tarrant County,
Texas and Incorporated Areas, map
no. 48439C0095K, dated
September 25, 2009, via scaled
map location and graphic plotting.
216
300
301
311 213
220
4912
4916
308
212
304
218
305
217
4928
310
216
304
312
308
W G L A D E R O A D
M I L L C R O S S I N G W BILLS LANEAerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-004 K304 W Glade Rd
Subject Property
4901
4913
4920
4703
4909
101
5000
405
4905
216
4904
4917
315
300
301
4916
205
311
406
4899
213
4898
4925
204
4712 4709
220
4800
4912
4916
308
4710
212
209
304
4801
401
4921
4705
218
305305
208
217
4708
4900
5109
4924
4908
4706
4902
501
5112
310
216
5108
4714 4802
4707 4702
304
4704
312
201308
4700
200
MILLVIEWDRIVEW G L A D E R O A D
M I L L C R O S S I N G W ROCKRIMMON COURTBILLS LANER-20
PU D-R
AG
R-40
R-20
PU D-R
R-40
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-004 K304 W Glade Rd
Subject Property
4901
4913
4920
4703
4909
101
5000
405
4905
216
4904
4917
315
300
301
4916
205
311
406
4899
213
4898
4925
204
4712 4709
220
4800
4912
4916
308
4710
212
209
304
4801
401
4921
4705
218
305305
208
217
4708
4900
4924
4908
4703
4706
4902
501
5112
310
216
5108
4714 4802
4707 4702
304
4704
312
201308
4700
200
MILLVIEWDRIVEW G L A D E R O A D
M I L L C R O S S I N G W ROCKRIMMON COURTBILLS LANEFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
PC20-004 K304 W Glade Rd
Subject Property
Residential
Open Space; Parks
POINT OFBEGINNING-- 2020 --Patricia Ann Wilderson andMichael Wayne Parvin26 Shadowbrook LaneHurst, Texas 76053SURVEYOR'S NOTES:1. Bearings and distances are based on Texas State Plane Coordinate System,Texas North Central Zone 4202 North American Datum of 1983 (NAD 83)(U.S. Foot) with a combined scale factor of 1.00012.2. This property lies within Zone "X" Unshaded, Zone "X" Shaded, Zone AEand Zone AE Floodway of the Flood Insurance Rate Map for Tarrant County,Texas and Incorporated Areas, map no. 48439C0095K, dated September 25,2009, via scaled map location and graphic plotting.3. Notice: Selling a portion of this addition by metes and bounds is a violation ofCity subdivision ordinance and state platting statutes and is subject to finesand withholding of utilities and building certificates.4. The purpose of this plat is to create one lot out of a tract of land.STATE OF TEXAS §COUNTY OF TARRANT §WHEREAS Patricia Ann Wilkerson and Michael Wayne Parvin are the owners of a 0.987 acre tract of land situated in the A.T. YoungSurvey, Abstract Number 1756, as conveyed to Patricia Ann Wilkerson and Michael Wayne Parvin by deed recorded in D218256775,Deed Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows:BEGINNING at a 1/2 inch rebar found for the easternmost southeast corner of Lot 2, Jordan Addition, an addition to the City ofColleyville, as recorded in Volume 388-138, Page 43, Plat Records, Tarrant County, Texas, also being the northeast corner of a tract ofland conveyed to Peyton L. Carroll and Jamie C. Carroll by deed recorded in Instrument Number D219146468, Deed Records, TarrantCounty, Texas and being the southwest corner of a tract of land conveyed to Fred W. Westphal Jr. by deed recorded in Volume 12972,Page 191, Deed Records, Tarrant County, Texas;THENCE North 79 degrees 48 minutes 56 seconds East, with the south line of said Westphal tract, a distance of 104.30 feet to a 1/2inch rebar capped "ASC" set for the northwest corner of a tract of land conveyed to Gary M. Edwards by deed recorded in Volume6410, Page 15, Deed Records, Tarrant County, Texas;THENCE South 01 degrees 08 minutes 42 seconds East, departing the south line of said Westphal tract, with the west line of saidEdwards tract, a distance of 417.36 feet to 1 inch rebar found for the southwest corner of said Edwards tract and lying on the northright of way line of West Glade Road (Variable Width Right of Way);THENCE South 79 degrees 49 minutes 22 seconds West, with the north right of way line of said West Glade Road, a distance of104.30 feet to a 3/8 inch rebar found for the southeast corner of said Carroll tract;THENCE North 01 degrees 08 minutes 42 seconds West, departing the north right of way line of said West Glade Road, with the eastline of said Carroll tract, a distance of 417.35 feet to THE POINT OF BEGINNING and containing 42,991 square feet or 0.987 acresof land, more or less.NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTSThat We, Patricia Ann Wilkerson and Michael Wayne Parvin, Owners, do hereby adopt this plat designating the hereinbefore describedproperty as Lot 1, Block A, PATRICIA AND MICHAEL ADDITION, an addition to the City of Colleyville, Tarrant County, Texas,and do hereby dedicate fee simple to the public use forever all streets, right-of-way, and alleys shown thereon, and do hereby reservethe easements shown on this plat for the mutual use and accommodation of all public utilities desiring to use or using the same. Anypublic utility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvementsor growths in which any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any ofthese easements and any public utility shall at all times have the right of ingress and egress to and from and upon the said easement forthe purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission ofanyone. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Colleyville, Texas.By: _________________________________By: _________________________________ Patricia Ann WildersonMichael Wayne ParvinSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personallyappeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledgedto me that she executed the same for the purposes and consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasSTATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personallyappeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledgedto me that she executed the same for the purposes and consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasVICINITY MAPNOT TO SCALEPRELIMINARYSTATE OF TEXAS §COUNTY OF DENTON §This is to certify that I, Thomas W. Mauk, a Registered Professional Land Surveyor of the State of Texas, have platted the subdivision from anactual survey on the ground, and that this plat correctly represents that survey made by me or under my direction and supervision.______________________________Thomas W. Mauk, R.P.L.S.No. 5119STATE OF TEXAS§COUNTY OF ______________ §BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Thomas W. Mauk, knownto me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposesand consideration therein expressed.GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____.___________________________________Notary Public in and for the State of TexasDRAWN BY: G.L.C. DATE: 01/21/2020 CHECKED BY: T.M. JOB NO.: WR2001.2717-01220 Elm St., # 200 - Lewisville, TX 75057Ph. 214.217.2544 - TFRN# 10063800arthursurveying.com Established 1986LEGEND OF ABBREVIATIONSxD.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXASxO.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXASxP.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXASxROW RIGHT OF WAYxIRS 1/2 INCH CAPPED REBAR STAMPED "ASC" SETxC.M. CONTROLLING MONUMENTPLANNING AND ZONING COMMISSION APPROVAL:This amending or minor plat is approved in accordance with Section 212.0065of the Texas Local Government Code and the City of Colleyville SubdivisionRegulations______________________________________Date______________________________________Community Development DirectorUTILITY EASEMENT:Any public utility, including the City of Colleyville, shall have theright to move and keep moved all or part of any building, fences,shrubs, other growths or improvements which in any wayendanger or interfere with the construction, maintenance, orefficiency of its respective systems on any of the easements shownon the plat; and any public utility, including the City ofColleyville, shall have the right at all times of ingress and egress toand from and upon said easements for the purpose of construction,reconstruction, inspection, patrolling, maintaining and adding to orremoving all or part of its respective systems without the necessityat any time of procuring the permission of anyone.Recorded:Instrument Number ____________________________________, P.R.T.C.T.SCALE: 1" = 30'30'0 15' 30'60'SITE
5913
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60036002
5919
6015
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5909 5908
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6009
WESTCOAT DRIVEAerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
ZC20-006 K6009 Westcoat Drive
Subject Property
5913
6013
6000
6108
5909
5901
61086104
6004
6008
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6105
5917 6003
6101
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L D LOCKETT ROADWESTCOAT DRIVEBETTINGER DRIVER-30
AG
R-30
R-20
R-20
AG
R-20
R-20
R-40
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
ZC20-006 K6009 Westcoat Drive
Subject Property
5913
6013
6000
6108
5909
5901
6108
6108
61046100
6004
6008
5916
5905
6105
5917 6003
6101
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401
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108
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104
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L D LOCKETT ROADBETTINGER DRIVEWESTCOAT DRIVEFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
ZC20-006 K6009 Westcoat Drive
Subject Property
Residential
Institutional
THORESON HOME - 6009 WESTCOAT
SPECIAL USE PERMIT TO FINISH OUT
CARETAKERS QUARTERS
----------------------------------------------
Statement of Planning Objectives
Overview-----------------------------------------------------------------------------------------------------------------
We are applying for a Special Use Permit to finish out an already permitted guest / caretakers quarters that was
constructed in 2019. At the time of permitting the attached caretaker’s quarters, we successfully obtained a zoning
variance to exceed the max gross lot coverage required by R-40 allowing us to construct the building shell. At that time,
it was not known if and when the finish out would be required to accommodate a nurse. The owner, Jeff Thoreson has
Parkinson’s and other serious health issues. He is scheduled for a kidney transplant later this month. The subject lot is
under ½ acre but is zoned R-40 which restricted the lot coverage to a point that it was a hardship. During the ZBA and
council meetings, the owner’s health was a significant factor considered.
Now, it has been determined that the finish out of the caretakers quarters is necessary. Because the structure is already
finished on the exterior, there should be no reasonable objection from surrounding property owners. Also, this
structure is not intended nor will it be used for a permanent dwelling for a third party.
SPECIAL CONDITIONS AND CIRCUMSTANCES
• A Zoning variance has already been approved to allow the construction of the building shell and there would be
no changes made as a result of the variance to the structure that would change the exterior appearance or
impact on adjacent property owners.
• Jeff Thoreson, the owner has been diagnosed with Parkinson’s (see attached letter). Proper accommodation of
occasional and temporary live-in medical staff is of the upmost importance and the lot was purchased in early
2018 to build a home that would meet his unique needs.
APPROVAL OF REQUESTED VARIANCE WOULD NOT CONFER ON THE APPLICANT ANY SPECIAL PRIVELAGE
It is our view that this request for a SUP to allow the finish out of this structure is not only prudent but also consistent
with the approval of the zoning variance allowing us to complete the shell structure in 2019.
ATTACHMENTS---------------------------------------------------------------------------------------------------------
1. Finish-out plan
Please also see supporting documents from the 2018 ZBA and City Council meetings.
Thank you for your service to Colleyville and its residents. We ask that you please carefully consider this Special Use
Permit and trust you will support approval of this critical project.
Respectfully,
Jeff Polk
Polk Design Build
In recent months, several requests to locate a CBD store within the limits of
the City of Colleyville have been made to city staff. Currently, the Land
Development Code (LDC) does not identify this use in the Schedule of
Permitted Principal Uses chart. At their January 21, 2020 Worksession
meeting, the City Council directed staff to proceed with amendments to the
LDC with regard to the CBD Store use.
The LDC has a process for the classification of new and unlisted uses. This
process recognizes that new types of land may develop and forms of land use
not anticipated may seek to locate in the City. The process allows for a review
both by the Planning & Zoning Commission and the City Council and requires
consideration of the nature and described performance of the proposed use
and its compatibility with the uses permitted in various zoning districts. The
ultimate purpose is to determine the zoning district or districts within which
such use should be permitted.
There is a land use classification of ‘General Retail Store (not listed elsewhere)’
within the Schedule of Permitted Principal Uses chart. These uses require a
Special Use Permit approval and only within the CC-1, CC-2, and CC-3 zoning
districts. This was added by the City Council at the end of 2018 with their
approval of the revisions to Chapter 3 – Land Use.
The proposal is for a land use classification of ‘CBD Store’ within the Schedule
of Permitted Principal Uses chart requiring a Special Use Permit approval and
only within the CC-2 and CC-3 zoning districts. The proposed definition for
‘CBD Store’ is as follows:
“A business establishment for which any portion of sales are based on the
retail sale of products related to or derived from CBD oil (cannabidiol) or
hemp. This includes, but is not limited to oils, vitamins, supplements, food,
personal care and garments.”
Colleyville, Texas, Land Development Code Chapter 3 - Land Use Page 3 - 32 Table 3.24.B- - Schedule of Permitted Principal Uses Land Use Classification Residential District Non-Residential Districts Special Land Use Standards Parking Group AG RE R40 R30 R20 R15 RD RMF MH CPO CN CC1 CC2 CC3 ML Apparel and Accessory Stores PPP 7 Arts and Crafts Stores and Hobby Shops PPP 7 Bakery Stores PPP 7 Banks, Credit Unions and Financial Institutions P PPP 8 Barber Shops, Beauty Shops and Day Spas P PPP 7 Bicycle Shops PPP 7 Book, Stationary or Greeting Card Shops PPP 7 Camera or Music Stores PPP 7 Carnivals and Circuses SS 24 CBD Store SS 7 Cemeteries or Mausoleums S S SSSS 24 Charitable Donation Station SSS 24 Civic, Social or Fraternal Organizations S S PP 7 Convenience Stores with gasoline sales SSSS 7 Copy Centers/Print Shops S S PPPP 7 Dance Studios, Martial Arts Studios, and Cheerleading & Gymnastics Facilities S S PPPP 7 Day Care Centers S S S S S 11 Department Stores PPP 7 Dog Boarding with indoor and/or outdoor kennels SSS 8 Dog Grooming SSS 8 Dry Cleaner Pick-up Stations S PPP 7 Dry Cleaners (up to 5,000 s. f. w/on-site laundry) PPP 7 Equipment Rental and Leasing Stores SP 7
Colleyville, Texas, Land Development Code Chapter 3 - Land Use Page 3 - 33 Florist Shops P PPP 7 Table 3.24.B- - Schedule of Permitted Principal Uses Land Use Classification Residential District Non-Residential Districts Special Land Use Standards Parking Group AG RE R40 R30 R20 R15 RD RMF MH CPO CN CC1 CC2 CC3 ML Food Catering SSP 8 Funeral Homes SSS 24 Furniture and Appliance Stores PPP 9 General Retail Store (not listed elsewhere) SSS 7 Grocery Stores PPP 12 7 Hardware, electrical & plumbing w/o outside display P PPP Hardware , electrical & plumbing with outside display SPP Hospitals SSS 24 Hotels and Motels SPP 19 Home Decoration Stores P P PPP 7 Jewelry Stores P PPP 7 Locksmiths S S SSP 8 Mailing and Shipping Stores P PPPP 7 Meat or Fish Market PPP 7 Nurseries and Greenhouses with outside display SPP 16 Pawn Shops S 7 Pet Stores PPP 7 Pharmacy S PPP 7 Photography Studios P P PPPP 8 Purchasing and/or resale of precious metals including jewelry, gem stones, gold, silver, and platinum and not licensed as a Pawn Shop by the State of Texas S 7 Restaurants, Cafes and Cafeterias PPP 5
Section 9.21 Sidewalks
A. General Sidewalk Requirement
1. Sidewalks shall be constructed prior to completion of any primary structure for all lots that:
(1) are required as part of a Planned Unit Development or Special use Permit; or; (2) front
on a new street dedicated in conjunction with a subdivision plan; or, (3) front on an existing
City Street. Other than properties zoned as Planned Unit Developments or containing
Special Use Permits with specific sidewalk provisions, sidewalks shall be required to be
constructed prior to the final inspection. Any variance to the sidewalk cons truction
requirements described above shall be considered by the City Council.
2. The sidewalks shall be constructed adjacent to and within the public street right -of-way and
include curb ramps where applicable. Where no public right -of-way exists, the sidewalk
shall be located within a public access easement that provides accommodation of the
future street right-of-way dedication. When a subdivision is proposed with a masonry or
other permanent perimeter screening wall adjacent to a street, the sidewalk s hall be
constructed by the developer at the same time as the screening wall. All sidewalks shall
conform to the standards and specifications contained in this Land Development Code.
3. When circumstances exist wherein it is not practical to construct a sidewalk, the developer
may be afforded the opportunity to escrow funds in an amount sufficient to pay for the
construction of a sidewalk at some future date.
4. The issuance of a building permit is contingent on the written commitment of the applicant
to construct a sidewalk or pay the required escrow amount.
A. Purpose
The purpose of this policy is to provide for the adequate construction of, or funding for, pedestrian
walkways within the City in order to promote the health, safety and general welfare of the
community.
B. Sidewalk Requirements
Sidewalk installation shall be determined using the standards outlined herein.
1. .New Development: requiring a new roadway
Residential: both sides of roadway; Exception = single-loaded roadway (houses/
development on one side of the street only)
Commercial: both sides of roadway
2. New Development: adjacent to existing roadway
Residential: (1) required if fronting a roadway designated on the Master Thoroughfare Plan
as a non-local street; or (2) on a street designated for sidewalk placement on the
Supplemental Sidewalk System Map (2008) 2019 Sidewalks and Trails Map. Exception =
large lot with more than 300’ of frontage
Commercial: along frontage of all roadways
3. Existing Development/Single Family Home Construction
Residential: (1) required if fronting a roadway designated on the Master Thoroughfare Plan
as a non-local street; (2) on a street designated for sidewalk placement on the
Supplemental Sidewalk System Map (2008) 2019 Sidewalks and Trails Map or (3) on a
street where sidewalks exist on 50% or more of the properties on the block face; Exception
= large lot with more than 300’ of frontage
Commercial: along frontage of all roadways
4. Master Thoroughfare Plan
Sidewalks required on both sides of roadway on non-local streets; Exception = Roadway
project listed on CIP 5-year list and planned for full reconstruction, must be installed by
City. Developments along these roadways shall contribute cash -in-lieu funds to the City
equivalent to the cost of installation at the time of development.
5. Repairs/Replacement/Maintenance
The City shall be responsible for the maintenance and replacement of sidewalk segments
congruent with this policy. This is to ensure a safe and well connected network. In the event
a sidewalk segment is damaged by misuse or neglect, the adjacent property owner shall
be responsible for the cost of appropriate maintenance or replacement.
6. Design Standards
All sidewalks shall be a minimum of four (4') feet in width, except a sidewalk located within
or abutting a collector street, or larger, as shown on the Master Thoroughfare Plan, which
shall not be less than five (5’) feet in width. All sidewalks and pathways shall be constructed
in the area between the curb or grade line of the public street and the abutting property line
unless the pathway is situated within a dedicated pathway easement or right-of-way. The
edge of the sidewalk or pathway shall generally be parallel with the curb line and be situated
no more than one (1’) foot from the abutting property line. The Director of Public Works may
approve a plan to alter the location and size of a sidewalk to preserve a tree or for aesthetic
purposes. One additional foot of width shall be added to a sidewalk that abuts a street curb.
7. Waivers/Variances
A complete waiver of the requirement for the construction of sidewalks for a specific
development should be rare and allowed only where there are unusual factors. The City
Manager or designee shall make a determination as to whether or not the waiver should be
granted, and document that determination with supporting data that states the basis for the
decision. The waiver must be reviewed by both the Director of Community Development and
the Director of Public Works and a recommendation provided to the City Manager or designee.
Regardless of the reason for the waiver grant, payment shall by collected by the City for the
cash-in-lieu value of the sidewalk improvements waived. The City shall use said funds for the
maintenance and installation of pedestrian sidewalks and trails throughout the community and
in keeping with the Master Plan.
Unusual factors include:
(1) Projects where the cost of establishing sidewalks or walkways would be unreasonably
disproportionate to the cost of the associated roadway construction or overall project costs
(however a partial waiver may be granted in lieu of a full waiver to reduce the cost of required
sidewalks such that the costs will not be unreasonably disproportionate),
(2) Areas with severe topography or other natural constraints that will constrain proper
implementation of this plan,
(3) Situations inherently adverse to pedestrian activity, such as harmful noise, dust creation,
and high volume truck traffic, in certain areas, such as agricultural, heavy commercial, and
industrial developments, or
(4) Situations where an applicant can show other factors or circumstances amounting to
reasonably justifiable good cause to support such waiver.
A denial of a request for a waiver of these requirements may be appealed to the City Council.
(1) A written appeal must be filed with the Director of Public Works within ten (10) days of the
denial.
(2) The appeal must provide justification for the requested waiver based on the criteria
described in (1), (2), (3), and (4) above.
(3) The Council must make findings based on these criteria in order to approve a waiver. If
substantial new information, not provided as part of the original request, is provided by the
applicant within 14 days of the City Council meeting, or during the City Council meeting, the
item shall be referred back to the Director of Community Development and Director of Public
Works for reconsideration prior to a decision by the City Council.
8. Remediation (local streets only)
The City recognizes the existence of disjointed/disconnected sidewalk segments throughout the
city that serve little purpose in furthering the welfare or walkability of the community. Where such
sidewalks exists, the City should pursue funding options to c omplete the segment, block or area
sidewalk installation. Requests to remove existing sidewalks within the segments identified in the
Supplemental Sidewalk System Map (2008) 2019 Sidewalks and Trails Map should only be
permitted as the exception rather than the rule. Unless specifically identified on the Supplemental
Sidewalk System Map (2008) 2019 Sidewalks and Trails Map as “sidewalks NOT required,”
sidewalk removal shall require cash-in-lieu equivalency payment to the City for the value of the
removed sections. In cases where removal is deemed appropriate, the property owner shall be
responsible for all removal and restoration.
9. Funding
The City Council should develop a multi-year plan for the installation of sidewalks in compliance
with the Supplemental Sidewalk System Map (2008) 2019 Sidewalks and Trails Map. Such plans
should include a funding source and annual allocation to specific projects.
C. Trails System Sidewalks – When a proposed sidewalk coincides with the general location of a future
sidewalk shown in the most recently approved Colleyville Trails System Plan, the sidewalk shall be
constructed in accordance with the design standards for a trails system sidewalk. The standards and
specifications for a trails system sidewalk are contained elsewhere in this Land Development Code.
The developer shall be required to provide additional stree t right-of-way dedication or a public access
easement of sufficient width to accommodate the trails system sidewalk. Where the trails system
sidewalk will be located at the rear or to the side of a lot, such as within a green -belt or similar open
space, the developer shall provide sufficient right-of-way or public access easement to accommodate
the sidewalk.
D. 2019 Sidewalks and Trails Map- This map shall be kept by record on file with the City Secretary and/or
a City Designee.
E. Updates
City of Colleyville Sidewalk Policy Updates
Date Resolution Change
12/3/2019 R-19-4447 Adoption of the 2019 Sidewalks and Trails Map, updating the
policy to remove reference to the Supplemental Sidewalk
Map (2008), except within objective and background,
replacing same with the 2019 Sidewalks and Trails Map
CITY OF COLLEYVILLE SIDEWALK POLICY
APPROVED JULY 2018
UPDATED 12/3/2019
PAGE 1
CITY OF COLLEYVILLE
SIDEWALK POLICY
Purpose
The purpose of this policy is to provide for the adequate construction of, or funding
for, pedestrian walkways within the City in order to promote the health, safety and
general welfare of the community.
Objective
This policy is intended to bridge the divide between the Supplemental Sidewalk
System Map (November, 2008) and the haphazard installation of sidewalks in
isolated locations devoid of the connectivity the Map extols. Allowing for fees in
lieu of isolated or incongruent sidewalk construction seeks to serve two objectives:
(1) avoidance of disjointed application of sidewalk installation; and (2) funding for
community-wide pedestrian walkway construction.
Background
For the purposes of this policy the Master Thoroughfare Plan (MTP) refers to the
plan adopted by Ordinance O-15-1972. The Supplemental Sidewalk System Map
refers to the “Colleyville Pathways Plan” map adopted by Resolution R -08-3031.
Non-local Streets refer to all streets indicated as Minor Collectors and larger.
Sidewalk Requirements
Sidewalk installation shall be determined using the standards outlined herein.
New Development: requiring a new roadway
Residential: both sides of roadway; Exception = single-loaded roadway
(houses/ development on one side of the street only)
Commercial: both sides of roadway
New Development: adjacent to existing roadway
Residential: (1) required if fronting a roadway designated on the
Master Thoroughfare Plan as a non-local street; or (2) on a street
designated for sidewalk placement on the Supplemental Sidewalk
System Map (2008) 2019 Sidewalks and Trails Map. Exception = large
lot with more than 300’ of frontage
Commercial: along frontage of all roadways
CITY OF COLLEYVILLE SIDEWALK POLICY
APPROVED JULY 2018
UPDATED 12/3/2019
PAGE 2
Existing Development/Single Family Home Construction
Residential: (1) required if fronting a roadway designated on the
Master Thoroughfare Plan as a non-local street; (2) on a street
designated for sidewalk placement on the Supplemental Sidewalk
System Map (2008) 2019 Sidewalks and Trails Map or (3) on a street
where sidewalks exist on 50% or more of the properties on the block
face; Exception = large lot with more than 300’ of frontage
Commercial: along frontage of all roadways
Master Thoroughfare Plan
Sidewalks required on both sides of roadway on non-local streets;
Exception = Roadway project listed on CIP 5-year list and planned for
full reconstruction, must be installed by City. Developments along
these roadways shall contribute cash-in-lieu funds to the City
equivalent to the cost of installation at the time of development.
Repairs/Replacement/Maintenance
The City shall be responsible for the maintenance and replacement of sidewalk
segments congruent with this policy. This is to ensure a safe and well connected
network. In the event a sidewalk segment is damaged by misuse or neglect, the
adjacent property owner shall be responsible for the cost of appropriate
maintenance or replacement.
Design Standards
All sidewalks shall be a minimum of four (4') feet in width, except a sidewalk
located within or abutting a collector street, or larger, as shown on the Master
Thoroughfare Plan, which shall not be less than five (5’) feet in width. All sidewalks
and pathways shall be constructed in the area between the cur b or grade line of
the public street and the abutting property line unless the pathway is situated
within a dedicated pathway easement or right-of-way. The edge of the sidewalk or
pathway shall generally be parallel with the curb line and be situated no more than
one (1’) foot from the abutting property line. The Director of Public Works may
approve a plan to alter the location and size of a sidewalk to preserve a tree or for
aesthetic purposes. One additional foot of width shall be added to a sidewalk that
abuts a street curb.
Waivers/Variances
A complete waiver of the requirement for the construction of sidewalks for a specific
development should be rare and allowed only where there are unusual factors. The
City Manager or designee shall make a determination as to whether or not the
CITY OF COLLEYVILLE SIDEWALK POLICY
APPROVED JULY 2018
UPDATED 12/3/2019
PAGE 3
waiver should be granted, and document that determination with supporting data
that states the basis for the decision. The waiver must be reviewed by both the
Director of Community Development and the Director of Public Works and a
recommendation provided to the City Manager or designee. Regardless of the
reason for the waiver grant, payment shall by collected by the City for the cash-
in-lieu value of the sidewalk improvements waived. The City shall use said funds
for the maintenance and installation of pedestrian sidewalks and trails throughout
the community and in keeping with the Master Plan.
Unusual factors include:
(1) Projects where the cost of establishing sidewalks or walkways would be
unreasonably disproportionate to the cost of the associated roadway
construction or overall project costs (however a partial waiver may be granted
in lieu of a full waiver to reduce the cost of required sidewalks such that the
costs will not be unreasonably disproportionate),
(2) Areas with severe topography or other natural constraints that will constrain
proper implementation of this plan,
(3) Situations inherently adverse to pedestrian activity, such as harmful noise,
dust creation, and high volume truck traffic, in certain areas, such as
agricultural, heavy commercial, and industrial developments, or
(4) Situations where an applicant can show other factors or circumstances
amounting to reasonably justifiable good cause to support such waiver.
A denial of a request for a waiver of these requirements may be appealed to the
City Council.
(1) A written appeal must be filed with the Director of Public Works within ten
(10) days of the denial.
(2) The appeal must provide justification for the requested waiver based on the
criteria described in (1), (2), (3), and (4) above.
(3) The Council must make findings based on these criteria in order to approve a
waiver. If substantial new information, not provided as part of the original
request, is provided by the applicant within 14 days of the City Co uncil
meeting, or during the City Council meeting, the item shall be referred back
to the Director of Community Development and Director of Public Works for
reconsideration prior to a decision by the City Council.
CITY OF COLLEYVILLE SIDEWALK POLICY
APPROVED JULY 2018
UPDATED 12/3/2019
PAGE 4
Remediation (local streets only)
The City recognizes the existence of disjointed/disconnected sidewalk segments
throughout the city that serve little purpose in furthering the welfare or walkability
of the community. Where such sidewalks exists, the City should pursue funding
options to complete the segment, block or area sidewalk installation. Requests to
remove existing sidewalks within the segments identified in the Supplemental
Sidewalk System Map (2008) 2019 Sidewalks and Trails Map should only be
permitted as the exception rather than the rule. Unless specifically identified on
the Supplemental Sidewalk System Map (2008) 2019 Sidewalks and Trails Map as
“sidewalks NOT required,” sidewalk removal shall require cash-in-lieu equivalency
payment to the City for the value of the removed sections. In cases where removal
is deemed appropriate, the property owner shall be responsible for all removal and
restoration.
Funding
The City Council should develop a multi-year plan for the installation of sidewalks
in compliance with the Supplemental Sidewalk System Map (2008) 2019 Sidewalks
and Trails Map. Such plans should include a funding source and annual allocation
to specific projects.
City of Colleyville Sidewalk Policy Updates
Date Resolution Change
12/3/2019 R-19-4447 Adoption of the 2019 Sidewalks and Trails Map,
updating the policy to remove reference to the
Supplemental Sidewalk Map (2008), except
within objective and background, replacing
same with the 2019 Sidewalks and Trails Map
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Legend
City of Colleyville Page 1
City of Colleyville
Planning and Zoning
Commission
Agenda Briefing
City Hall
100 Main Street
Colleyville, Texas 76034
www.colleyville.com
Agenda Number Agenda Date 2/24/2020
Type Approval of Minutes
Department Community Development
Title
August 12, 2019 Minutes
August 26, 2019 Minutes
September 9, 2019 Minutes
Attachments
1.August 12, 2019 Planning and Zoning Commission Meeting Minutes
2.August 26, 2019 Planning and Zoning Commission Meeting Minutes
3.September 9, 2019 Planning and Zoning Commission Meeting Minutes
City of Colleyville Page 1
City of Colleyville
Planning and Zoning
Commission
Minutes
City Hall
100 Main Street
Colleyville, Texas 76034
817. 503.1000
www.colleyville.com
Monday, August 12, 2019 City Council Chambers
CALL MEETING TO ORDER
The City of Colleyville Planning and Zoning Commission meeting was called to order
by Commissioner Moore on August 12, 2019, at 7:08 p.m.
Roll Call
Present: Susan Mathisen, Matt Koch, Claudia Bevill, and Jason Elms
Absent: Ryan Moore and Kimberly Holt
Staff Present: Ben Bryner, Jackie Reyff, Araceli Botello, and Rob McKeown
1.CITIZEN COMMENTS/PRESENTATION REGARDING ITEMS NOT ON THE
AGENDA
There were no citizens wishing to speak.
2.APPROVAL OF MINUTES
2a May 14, 2018 Minutes (Regular Meeting)
May 29, 2018 Minutes (Worksession Meeting)
June 11, 2018 Minutes (Regular Meeting)
June 25, 2018 Minutes (Worksession)
Commissioner Elms made a motion to approve the all minutes as
presented. Commissioner Bevill seconded the motion.
The motion was carried by the following vote:
Aye: 4 –Mathisen, Koch, Bevill, and Elms
Nay: 0
3.PUBLIC HEARING AGENDA ITEMS
3a Consideration of a Replat for Lot 1, Block 1, of the
Panno Brothers Addition, being a Replat of a portion of Lot 7, Block
Planning and Zoning
Commission Minutes August 12, 2019
City of Colleyville Page 2
1, of the Pleasant Oaks Estates, located at 809 Shelton Drive, Case
PC19-010
Chair Mathisen requested a motion to table the case to a later date due to
Commissioner Elms living in proximity of the subject property and there only
being 4 Commissioners present to vote.
Commissioner Koch made a motion to table Case PC19-010 to the
August 26, 2019 Planning and Zoning Commission Meeting.
Commissioner Bevill seconded the motion.
The motion was carried by the following vote:
Aye: 4 – Mathisen, Koch, Bevill, and Elms
Nay: 0
3b Consideration of Minor Plat for Lot 1, Block 1, of the Reagan Estates
4 Addition, being Tracts 1G & 1Q and Tract 1CC1, Abstract 356, in
the Isaac Carodine Survey, located at 5604 Lowrie Road, Case PC19-
012
Jackie Reyff presented the case and briefed the Commission.
Applicant Robert McCann, 5604 Lowrie Road, came forward and briefed the
Commission. Mr. McCann answered questions of the Commission regarding
accessory builds.
The public hearing was opened at 7:19 p.m. There being no one wishing to
speak the public hearing was closed at 7:19 p.m.
Commissioner Elms made a motion to approve Case PC19-012.
Commissioner Koch seconded the motion.
The motion was carried by the following vote:
Aye: 4 – Mathisen, Koch, Bevill, and Elms
Nay: 0
3c Consideration of a Special Use Permit for an Accessory Dwelling and
to exceed the maximum square footage allowed for accessory
buildings on Lot 1, Block A, of the Davino Acres Addition, located at
7205 Jo Will Street, Case ZC18-027
Jackie Reyff presented the case and briefed the Commission. Staff addressed
Planning and Zoning
Commission Minutes August 12, 2019
City of Colleyville Page 3
questions of the Commission regarding roofing, lot size, original configuration
of the building, and date structure was built.
The applicant, Alan Hilsabeck, 4317 Thames Court, Flower Mound, Texas, came
forward and briefed the Commission. Mr. Hilsabeck answered question of the
Commission regarding date the structure was built, date of the remodeling of
the building, purpose for the building, and size and date the porch was built.
The owner, Greg Johnson, 7205 Jo Will Street, came forward and briefed the
Commission. Mr. Johnson answered question of the Commission regarding the
purchase of the property, square footage of the accessory building, storage,
and gas and utilities connections.
The public hearing was opened at 7:37 p.m. With no one present wishing to
speak, the public hearing was closed at 7:37 p.m.
Commissioner Elms made a motion to approve Case ZC18-027.
Commissioner Bevill seconded the motion.
The motion was carried by the following vote:
Aye: 4 –Mathisen, Koch, Bevill, and Elms
Nay: 0
3d Consideration of a Special Use Permit for a Carport and to exceed the
maximum square footage allowed for accessory buildings on Lot 1,
Block A, of the Davino Acres Addition, located at 7205 Jo Will Street,
Case ZC18-027
Jackie Reyff presented the case and briefed the Commission. Staff addressed
questions of the Commission regarding the location of the accessory building
in relation to the primary building, staff recommendation, the accessory being
attached or detached,
The applicant, Alan Hilsabeck, 4317 Thames Court, Flower Mound, Texas, and
The owner, Greg Johnson, 7205 Jo Will Street came forward and briefed the
Commission. Mr. Hilsabeck and Mr. Johnson answered question of the
Commission regarding distance of the carport from the property line and the
primary structure, square footage of the accessory buildings, building materials
and drainage.
The public hearing was opened at 7:54 p.m. With no one present wishing to
speak, the public hearing was closed at 7:54 p.m.
Planning and Zoning
Commission Minutes August 12, 2019
City of Colleyville Page 4
There was discussion amongst the Commission regarding the location of the
carport, the square footage, the visual from the street into the property, the
aesthetics of the accessory buildings, and the regulations in the Land
Development Code.
Commissioner Koch made a motion to approve Case ZC19-007.
Commissioner Bevill seconded the motion.
The motion failed to be approved due to the lack of 4 affirmative votes
and therefore the motions fails based on the following vote:
Aye: 2 – Koch and Bevill
Nay: 2 – Mathisen and Elms
4. ADJOURNMENT
The meeting adjourned at 8:04 p.m.
The minutes were written and prepared by:
Araceli Botello
Planning Technician
The meeting minutes were approved on _____________ by a vote of ___.
City of Colleyville Page 1
City of Colleyville
Planning and Zoning
Commission
Minutes
City Hall
100 Main Street
Colleyville, Texas 76034
817. 503.1000
www.colleyville.com
Monday, August 26, 2019 City Council Chambers
CALL MEETING TO ORDER
The City of Colleyville Planning and Zoning Commission meeting was called to order
by Chair Mathisen on August 26, 2019, at 6:32 p.m.
Roll Call
Present: Ryan Moore, Kimberly Holt, Claudia Bevill, Susan Mathisen, and Matt Koch
Absent: Jason Elms
Staff Present: Ben Bryner, Jacquelyn Reyff, Araceli Botello, and Rob McKeown
1.CITIZEN COMMENTS/PRESENTATION REGARDING ITEMS NOT ON THE
AGENDA
There were no citizens wishing to speak.
2.PUBLIC HEARING AGENDA ITEMS
2a Consideration of a Replat for Lot 1, Block 1, of the Panno Brothers
Addition, being a Replat of a portion of Lot 7, Block 1, of the Pleasant
Oak Estates, located at 809 Shelton Drive, Case PC19-010, TABLED
FROM THE AUGUST 12, 2019 PLANNING AND ZONING COMMISSION
MEETING
Commissioner Bevill made a motion to remove Case PC19-019 from
the table. Commissioner Moore seconded the motion.
The motion to remove Case PC19-010 from the table carried with the
following vote:
Aye: 5 – Moore, Holt, Mathisen, Koch, Bevill
Nay: 0
Jackie Reyff presented the item and briefed the Commission.
Planning and Zoning
Commission Minutes August 26, 2019
City of Colleyville Page 2
The applicant, Ryan Panno, 809 Shelton Drive, briefed the Commission. Mr.
Panno spoke and answered questions of the Commission regarding the pond
on his property, building lines, the approved zoning, and setbacks.
The public hearing was opened at 6:49 p.m. With no citizens wishing to speak,
the public hearing was closed at 6:49 p.m.
There was general discussion regarding setbacks and property lines.
Commissioner Bevill made a motion to approve Case PC19-010.
Commissioner Moore seconded the motion.
The motion to approve Case PC19-010 carried with the following vote:
Aye: 5 – Moore, Holt, Mathisen, Koch, Bevill
Nay: 0
3. ADJOURNMENT
The meeting adjourned at 6:55 p.m.
The minutes were written and prepared by:
Keera Seiger
Assistant to the City Secretary
The meeting minutes were approved on _____________ by a vote of ___.
City of Colleyville Page 1
City of Colleyville
Planning and Zoning
Commission
Minutes
City Hall
100 Main Street
Colleyville, Texas 76034
817. 503.1000
www.colleyville.com
Monday, September 9, 2019 City Council Chambers
CALL MEETING TO ORDER
The City of Colleyville Planning and Zoning Commission meeting was called to order
by Chair Mathisen on September 9, 2019, at 7:00 p.m.
Roll Call
Present: Ryan Moore, Kimberly Holt, Susan Mathisen, and Claudia Bevill
Absent: Matt Koch and Jason Elms
Staff Present: Ben Bryner, Jacquelyn Reyff, Araceli Botello, Rob McKeown, and
Eddie Tangadunrat
1. APPROVAL OF MINUTES
July 9, 2018 Minutes (Regular Meeting)
July 23, 2018 Minutes (Worksession)
August 27, 2018 Minutes (Worksession)
Commissioner Bevill made a motion to approve the July 9, 2018
regular meeting minutes, the July 23, 2018 worksession minutes, and
the August 27, 2018 worksession minutes. Commissioner Holt
seconded the motion.
The motion to approve carried with the following vote:
Aye: 4 – Moore, Holt, Mathisen, Bevill
Nay: 0
2. CITIZEN COMMENTS/PRESENTATION REGARDING ITEMS NOT ON THE
AGENDA
There were no citizens wishing to speak.
Planning and Zoning
Commission Minutes September 9, 2019
City of Colleyville Page 2
3. PUBLIC HEARING AGENDA ITEMS
3a Consideration of a Speccial Use Permit for Alcholic Beverage Sales –
On-Premises Consumption on Lot 13 & 14, Block 2, of the Thompson
Terraces Subdivision, located at 5201 Colleyville Boulevard, Case
ZC19-010
Jacquelyn Reyff presented the item and briefed the Commission.
Applicant Paul Pardo, 904 Saddlebrook Drive, briefed the Commission
The public hearing was opened at 7:13 p.m.
Richard Novak, 5109 Oak Timbers, spoke in opposition to the Case. Mr. Novak
spoke regarding concerns of his house backing up to a restaurant where people
will be drinking on the patio.
Pat Carew, 5108 Oak Timbers, spoke in opposition to the Case. Mr. Carew
spoke regarding the potential change in quality of life of the neighborhood
behind the restaurant and the size of the outdoor patio.
Denise LaPosta, 5113 Oak Timbers, questioned whether allowing the
restaurant to have the liquor license will set a precedent for future
establishments along Thompson Terrace.
The public hearing was closed at 7:19 p.m.
Mr. Pardo spoke regarding concerns over the outdoor patio, atmosphere of the
restaurant, noise level, and loud music.
The public hearing was reopened at 7:25 p.m.
Richard Novak, 5109 Oak Timbers, spoke in opposition to the Case. Mr. Novak
spoke regarding the liquor license.
The public hearing was closed at 7:27 p.m.
Commissioner Mathisen noted this item is to determine if a liquor license will
be granted and the City currently has a noise ordinance in place to regulate
the noise level, which needs to be adhered to and is enforced by the City.
There was general discussion regarding the outdoor patio lighting and a beer
and wine license.
Planning and Zoning
Commission Minutes September 9, 2019
City of Colleyville Page 3
Commissioner Bevill made a motion to approve Case ZC19-010 with
the stipulation that only beer and wine be served. Commissioner Holt
seconded the motion.
The motion to approve Case ZC19-010 with the stipulation was denied
with the following vote:
Aye: 2 – Holt, Bevill
Nay: 2 - Moore, Mathisen
Commissioner Moore made a motion to approve Case ZC19-010.
Chair Mathisen seconded the motion.
The motion to approve Case ZC19-010 was denied with the following
vote:
Aye: 2 – Moore, Mathisen
Nay: 2 - Holt, Bevill
Director Bryner stated at this point, Case ZC19-010 is considered denied as
neither motion passed. The applicant can appeal to Council, and this will be a
trigger for another super-majority vote requirement at City Council.
Chair Mathisen made a motion to approve Case ZC19-010 with the
stipulation that only beer and wine is served. Commissioner Bevill
seconded the motion.
The motion to approve Case ZC19-010 with the stipulation was denied
with the following vote:
Aye: 3 – Holt, Mathisen, Bevill
Nay: 1 - Moore
Mr. Pardo stated he does not understand why the Case was not approved.
Director Bryner stated the Planning and Zoning Commission is a
recommending body and they do not make the final decision.
3b Consideration of a Special Use Permit for Alcholic Beverage Sales –
On-Premises Consumption on Lot 1, Block 1, of the Towne Square
Addition, located at 5604 Colleyville Boulevard, Suite a & B, Case
ZC19-011
Jacquelyn Reyff presented the item and briefed the Commission.
Planning and Zoning
Commission Minutes September 9, 2019
City of Colleyville Page 4
The applicant, Julie Gonzalez, 7651 Cypress Court, North Richland Hills, briefed
the Commission. Ms. Gonzalez discussed the food to alcohol ratio, the outdoor
patio, and the buildout of the restaurant.
The public hearing was opened at 7:59 p.m.
Michael Hershman, 5430 LBJ Freeway, Suite 1200, Dallas, spoke in support of
the Case. Mr. Hershman stated as one of the owners of the shopping center,
he is excited to have Ruggeri’s select this location.
The public hearing was closed at 8:02 p.m.
There was discussion regarding the differences between this Case and Case
ZC19-010.
Commissioner Moore made a motion to approve Case ZC19-011.
Commissioner Bevill seconded the motion.
The motion to approve carried with the following vote:
Aye: 4 – Moore, Holt, Mathisen, Bevill
Nay: 0
4c Presentation and discussion of a zoning change from CC-1 Village
Retail to PUD-C Planned Unit Development – Commercial on Lot 1A,
Block 1, in the Applebee’s Addition, located at 5150 Colleyville
Boulevard, Case ZC19-014
Jacquelyn Reyff presented the item and briefed the Commission.
The applicant, Julie Gonzalez, 7651 Cypress Court, North Richland Hills, briefed
the Commission. Ms. Gonzalez discussed the food to alcohol ratio, the outdoor
patio, and the buildout of the restaurant.
The public hearing was opened at 7:59 p.m.
Michael Hershman, 5430 LBJ Freeway, Suite 1200, Dallas, spoke in support of
the Case. Mr. Hershman stated as one of the owners of the shopping center,
he is excited to have Ruggeri’s select this location.
The public hearing was closed at 8:02 p.m.
There was discussion regarding the differences between this Case and Case
ZC19-010.
Planning and Zoning
Commission Minutes September 9, 2019
City of Colleyville Page 5
Commissioner Moore made a motion to approve Case ZC19-011.
Commissioner Bevill seconded the motion.
The motion to approve carried with the following vote:
Aye: 4 – Moore, Holt, Mathisen, Bevill
Nay: 0
4d Presentation and discussion of a Special Use Permit for a Fence to
extend into the required street side yard on Lot 20, Block 1, of the
Creekside at Colleyville Addition, located at 4708 Latour Lane, Case
ZC19-016
Jacquelyn Reyff presented the item and briefed the Commission.
The applicant, Julie Gonzalez, 7651 Cypress Court, North Richland Hills, briefed
the Commission. Ms. Gonzalez discussed the food to alcohol ratio, the outdoor
patio, and the buildout of the restaurant.
The public hearing was opened at 7:59 p.m.
Michael Hershman, 5430 LBJ Freeway, Suite 1200, Dallas, spoke in support of
the Case. Mr. Hershman stated as one of the owners of the shopping center,
he is excited to have Ruggeri’s select this location.
The public hearing was closed at 8:02 p.m.
There was discussion regarding the differences between this Case and Case
ZC19-010.
Commissioner Moore made a motion to approve Case ZC19-011.
Commissioner Bevill seconded the motion.
The motion to approve carried with the following vote:
Aye: 4 – Moore, Holt, Mathisen, Bevill
Nay: 0
4. ADJOURNMENT
The meeting adjourned at 8:05 p.m.
The minutes were written and prepared by:
Planning and Zoning
Commission Minutes September 9, 2019
City of Colleyville Page 6
Keera Seiger
Assistant to the City Secretary
The meeting minutes were approved on _____________ by a vote of ___.
City of Colleyville Page 1
City of Colleyville
Planning and Zoning
Commission
Agenda Briefing
City Hall
100 Main Street
Colleyville, Texas 76034
www.colleyville.com
Agenda Number 3a Agenda Date 2/24/2020 Number
Type Presentation and Discussion
Department Community Development
Title
Consideration of a request for a Preliminary/Final Plat for Lots 1-11, Block A, Lots 1-13,
Block B, and Lots 1-3, Block X, of the Preston Manor Addition, being Tracts 6A1, 6A2,
6A2A, 6A2B1, Abstract 1487, in the O C Sturm Survey, and Tracts 1B, 1B1, 1B2A,
Abstract 1176, in the J J Newton Survey, located at 401 Shelton Drive, Case PC20-001
TABLED FROM THE FEBRUARY 10, 2010 PLANNING & ZONING COMMISSION MEETING
Explanation
Osama Nasheed, the applicant, has submitted a request for a Preliminary/Final Plat for
Preston Manor Addition, Tracts 6A1, 6A2, 6A2A, 6A2B1, Abstract 1487, in the O C
Sturm Survey, and Tracts 1B, 1B1, 1B2A, Abstract 1176, in the J J Newton Survey,
being approximately 15.70 acres, and zoned R-20 Single Family Residential. The
purpose is to plat the property into 24 single-family residential lots, and 3 common
area lots. The proposed subdivision will also have gated, private streets, which can be
permitted through approval of the plat.
Existing Conditions/Background: The subject property currently has a house with
several accessory buildings that will be removed. Shelton Drive provides the only
street frontage to the property. The preliminary/final plat for consideration proposes
to divide the R-20 area into 24 single-family residential lots, 2 open space lots, and
one lot for the private streets.
Lot Dimensions and Setbacks:
The following R-20 district standards shall apply:
Minimum Lot Area: 20,000 square feet
Minimum Lot Width: 100 feet
Minimum Lot Depth: 125 feet
Minimum Front Yard Setback: 30 feet
Minimum Side Yard Setbacks: 10 feet
Minimum Rear Yard Setback: 25 feet
Planning and Zoning Commission Agenda Briefing 3a
City of Colleyville Page 2
Maximum Lot Coverage: 30 percent
Maximum Impervious Coverage: 60 percent
As submitted, the proposed plat meets all of the requirements of the existing R-20
zoning. The net density for the subdivision calculates to 1.85 dwelling units per acre.
Surrounding Development: All of the surrounding property has developed with
single-family residences using a variety of zoning classifications including: R-40, R-20,
and PUD-R.
Analysis: The proposed plat creates 24 single family residential lots and three open
space/street lots. The Land Development Code (LDC) also allows for gated, private
streets. Access for the subdivision will occur off Shelton Drive. A second connection for
emergency access only will be located off Oakleigh Lane and is proposed to be in
accordance with subdivision regulations.
Private Streets: Chapter 10 of the LDC establishes the regulations for private streets.
City Council approval is required after receiving a recommendation from the Planning &
Zoning Commission. The chapter identifies criteria for approval. One of these is that a
subdivision contain 25 lots or greater. This subdivision contains 24 lots. However, with
the connection to the Oakleigh Subdivision, there would be a total of 47 lots.
Fees: Park Land Dedication fees are required in the amount of $1,802 per residential
lot. Park Land Dedication fees are due prior to filing the Final Plat for record. Impact
Fees are also required per Chapter 13 (Impact Fees) of the Land Development Code
and are due prior to the issuance of a Building Permit.
Tree Preservation: Any subdivision of the subject property must comply with
Chapter 5 (Urban Forestry) of the Land Development Code. Where any tree is slated
for removal, no site grading, dirt disturbance or new construction may occur on the
property until a Tree Removal Permit has been issued that is associated with an
approved Tree Preservation Plan.
Public Notice: A public notice is required due to the request for approval of private
streets. Staff notified property owners within 500 feet of the subject property
regarding this request and notice was published in the Fort Worth Star-Telegram as
required by state law and the Land Development Code. Staff has received no
correspondence regarding this request to date.
Staff Recommendation: Staff recommends approval. The proposed Preliminary/Final
Plat meets the requirements of the R-20 and the Land Development Code.
Planning and Zoning Commission Agenda Briefing 3a
City of Colleyville Page 3
Recommendation
Approve
Attachments
1.Aerial Map
2.Zoning Map
3.Future Land Use Map
4.Plat Exhibit - Revised 2.19.2020
5.Color Images and Landscaping - New 2.19.2020
6.Tree Survey Exhibit
7.Grading and Erosion Control Plan
8.Utility and Drainage Plan
9.Sewer Line Easement
10.Paving Plan
11.Access Easement Agreement
12.Notification Map
13.Notification List
14.Property Owner Notification
15.Draft Resolution
405
6013
6000
6301
6108
5904
5700
5909
5901
6108
101
6004
5708
6008
6000
5816
108
5916
5905
5812
60036002
5808
6001
6001
104 5704
411
500
105
6105
6015
6101
100
401
6001 6201
6100
400
400
403
5616
100
108
5909
112
5908
6008
6016
104
6012
5710
5712
5704
308304300
5701
5705
57095710
2082042005626
5622
5618
5625
5619
5636
5632
6009
BRANSFORD ROADSHELTONDRIVE
OAKLEIGHLANEWINNIE DRIV EL D LOCKETT ROADWESTCOATDRIVEAerial Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
Zoning Map K401 Shelton Drive
Subject Property
BRANSFORDROADVALLEY VIEW DRIVE NSHELTON DRIV E
OAKLEIGHLANEWINNIEDRIVEOAK TOP DRIVEL D LOCKETT ROADWESTCOAT DRIVEBETTINGER DRIVER-20
AG
R-40
R-30
R-20
R-20
PU D-R
R-10
AG
R-40
R-20
R-20
R-30
R-20
R-40
RE
R-10
Zoning Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
Zoning Map K401 Shelton Drive
Subject Property
VALLEY VIEW DRIVE NBRANSFORD ROADL D LOCKETT ROADOAKLEIGHLANEWINNIEDRIVESHELTON DRIV E
LE TA LANE
BEVERLY DRIVE
OAK TOP DRIVEWESTCOATDRIVEBETTINGER DRIVEFuture Land Use Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
Zoning Map K401 Shelton Drive
Subject Property
Residential
Institutional
Open Space; Parks
S
H
E
L
T
O
N
D
R
IV
E
P.R.T.C.T.
CAB. B, SLIDE 131
CECIL OAKS
LOT 1, BLOCK 1
P.R.T.C.T.
CAB. A, SLIDE 12108
BRANSFORD ESTATES ADDITION
LOT 1, BLOCK 2P.R.T.C.T.CAB. A, SLIDE 9787THORNE ADDITIONLOT 1, BLOCK 1P.R.T.C.T.
CAB. A, SLIDE 11948
BRANSFORD ESTATES
LOT 2RA, BLOCK 1
P.R.T.C.T.
DOC. NO. D218004068
OAKLEIGH ADDITION
BLOCK C
LOT 1 LOT 2
(50’ R.O.W.)P.R.T.C.T.
DOC. NO. D218004068
OAKLEIGH ADDITION
BLOCK B
LOT 5
LOT 6
LOT 7
P.R.T.C.T.
NO. D218004068
DOC.
OAKLEIGH ADDITION
BLOCK X
COMMON AREA 5,
P.R.T.C.T.
DOC. NO. D171020176
RUSTIC OAKS
BLOCK 1
LOT 6
LOT 7
LOT 8 (VA
R
IA
B
L
E
W
ID
TH
R
.O
.W
.)P.R.T.C.T.
VOL. 9693, PG. 2394
TEXAS UTILITIES ELECTRIC COMPANY
REMAINDER OF 4.637 ACRES
J. J. NEWTON SURVEY, A-1176
O. C. STRUM SURVEY, A-1487
TXU MON
2" IPF1/2" IPF1/2" IRF "KHA"TBM 2 X-CUT
654.95’
1/
2" I
RFVOL. 10146, PG. 640 P.R.T.C.T.
RAILROAD)
(FORMERLY ST. LOUIS AND SOUTHWESTERN
DALLAS AREA RAPID TRANSIT
W. LD LOCKETT ROAD
FORT WORTH & WESTERN RAILROAD
OAKLEIGH LANEBLOCK 1
BLOCK 1
(PER TARRANT COUNTY TAX MAP)
TRACT 6A
CITY OF COLLEYVILLE D.R.T.C.T.VOL
6
7
3
3, PG.
1
2
8
8CITY OF COLLEYVI
LLE
DOC. NO. D211108745 P.R.D.C.T.
50’ INGRESS AND EGRESS EASEMENT
50’ ROADWAY & ELECTRICAL EASEMENT
VOL. 9694, PG. 5 P.R.D.C.T.
DOC. NO. D211108591 P.R.T.C.T.
30’ ACCESS EASEMENT
25,128 SQ. FT.
20,112 SQ. FT.
23,505 SQ. FT.
20,103 SQ. FT.
20,040 SQ. FT.
20,040 SQ. FT.
20,937 SQ. FT.
29,986 SQ. FT.
20,040 SQ. FT.142.3’53.76’125.7’334.4’245.07’
L3
L
2
L1
609.47’ N8754’20"W
381.56’ N8733’03"W
250.76’N4310’50"
W
363.85’ N4703’20"E 260.27’ S4256’40"E 424.40’ N4704’09"E
348.07’ N4703’20"E
425.76’ N4703’20"E
832.77’ S0120’03"E245.07’N1204’57"W381.60’ S0350’42"W125.04’S0041’28"W147.88’N0204’14"E147.52’N0204’14"E147.94’N0204’14"E131.98’
S5839’37"W
127.18’N5445’56"W164.47’N1602’11"E165.49’S0724’26"W160.79’N0120’03"W162.19’N3644’06"W1
3
5.
0
1’
S
2
5
0
5’3
6"
E 162.38’N7014’56"W
167’
N8839’57"E
176.9’
S8839’57"W
120’S0121’38"E1
8
9.45’S6
1
4
3’36"E113’S6514’15"E176.95’
N8839’57"E
167’
N8839’57"E
167’
N8839’57"E
167’
N8839’57"E
58.56’
S8839’57"W
95.00’100.00’100.00’145.00’120.00’120.00’120.00’157.00’140.70’196.75’63.52’220.46’
143.39’
167.28’
75.73’175.07’152.96’
84.50’
108.82’135.34’
L= 100’
70.65’153.16’157.76’
96.51’
84.57’147.69’135.45’135.34’146.62’
99.27’151.49’120.00’120.00’120.00’36.42’61.27’100.02’62.25’
151.85’16.41’BLOCK ABLOCK BBLOCK B
24,170 SQ. FT.
LOT 11
LOT 10
LOT 9
LOT 12
LOT 13 LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7LOT 8
LOT 9
LOT 11
LOT 10
LOT 1LOT 2
LOT 3
LOT 4LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
21,931 SQ. FT.
20,304 SQ. FT.
24,245 SQ. FT.
18,508 SQ. FT.
20,822 SQ. FT.
221.81’
S8839’57"W
125.19’
N5446’04"E 50’R174.24’R 200’R 125’R 75’
R 400’86.05’S0204’14"W99.64’
N8755’46"W49.57’
N8754’20"W25.00’S2805’08"W50’R
174.1’N4704’09"E
218.26’N8839’57"E 516.38’N0120’03"W93.35’N6324’23"E
30’ B.L.
30’ B.L.
30’ B.L.30’ B.L.
30’ B.L.30’ B.L.30’ B.L.30’ B.L.30’ B.L.
50’
50’L=107.57’L= 100’
84.57’
N8652’20"W
L4
DRAINAGE AND PUBLIC UTILITY EASEMENTMUTUAL AND EMERGENCY ACCESS, PRIVATEC23 C22
C41C40
C39C14
C15C16C17C18
C7
C19C20C21C
24C
5C38C4C13C30
C42
C8C28
C29C25C26C27
C6
C12
C3
C37 C36C
3
5
C34C33C32C11C31C2C10C9C1
19.32’
26.48’50’LOT 1, BLOCK XLOT 3, BLOCK X
LOT 2, BLOCK X
LOT 1, BLOCK X
44.37’PRESTON WAYPRESTON WAY
LAILA COURT
ESM’T
SIDEWALK
ESM’T
SIDEWALK
DRAIN ESM’T15’ STORM PRESTON W AY
BLOCK B 143.74’N
7347’58"W 10’ D & U ESM’T10’ D & U ESM’TLOT 1, BLOCK X LOT 1, BLOCK XEASEM ENT
15’ D & U EAS
EMENT20’ D & U
EASEMENT20’ D & U
36.05’
S0204’14"W
36.05’
44.36’
69.81’
N4834’57"E
122.82’
N6324’23"E
ESM’T TYP.
7.5’ D & U
ESM’T TYP.
7.5’ D & U
10’ D&U ESM’T
ESM’T TYP.
7.5’ D & U
ESM’T
10’ D&U
ESM’T TYP.
7.5’ D & U
26.38’
N0120’03"W
234.51’ N8803’01"W
72.15’
S0204’14"W 143.74’20,586 SQ. FT.
20,049 SQ. FT.20,019 SQ. FT.
20,019 SQ. FT.
20,001 SQ. FT.
20,146 SQ. FT.
21,656 SQ. FT.
20,101 SQ. FT.
20,253 SQ. FT.
29,389 SQ. FT.
20,037 SQ. FT.80.76’N6513’29"WLOT 1, BLOCK X11.43’
84.50’
18.21’
16.22’
23.65’
27.56’674674 674
674
674674674672672672672672672672672672
6
7
2
672672 672672 6726726726
7
2
6 7 2
672672
6
7
2
6
7
2
672672672672
6726
7
2
6726726726726726726726
7
0 6706706
7
0670670 670670670670670670670670 670670670
670
670668
6
6
8
668
668
66
8668
668668668
6686686686686686686686686686686686686
6
8
666
66666666 6
666
666
666666666666666666666666666666666666666664664664664664664664664664664664664664664
664 664664664
662
662
662
6 6 2
662662662662662662662662662662662662662662
660
660 660660 660660660660660660660660660660660658
658
658
6 5 8
658 658658658658658658658658658658658656
656
656656
656
656 656656656
656656656656656656
656656656
656
656
656
656
656654
654
654654
654
654 654654
654
654 654
654
654 654654 654654654
654
654 6546
5
4
654654654654654654654
654
654654
654
654
654
654
652
652652652652
652 652652652
652
652
652
652
6
5
2
652 652
652652
652
652
652
652652652
652
652652650NUMBER DIRECTION DISTANCE
L1
BOUNDARY LINE TABLE
L4
L2
L3
N4256’40"W
S2425’52"E
S4610’16"W
S8926’18"E
50.00’
103.81’
97.73’
44.60’
5951
EDWARD K. KHALIL
SURVEYOR’S CERTIFICATION
PLANNING AND ZONING COMMISSION APPROVAL
Attest: Secretary, Planning and Zoning Commission
____________________________________________
Chairman, Planning and Zoning Commission
___________________________________________
, to approve this Plat.
voted affirmatively on this ________ day of ___________________________, 2020
WHEREAS The Planning and Zoning Commission of the City of Colleyville, Texas
P.O.B.
PARAGRAPH.
RESPONSIBLE FOR CARRYING LIABILITY INSURANCE TO MEET THE REQUIREMENTS IN THIS
CONTRACTORS, SUBCONTRACTORS, LICENSEES OR INVITEES OF CITY. THE HOA SHALL BE
OR IN PART, BY ALLEGED NEGLIGENCE OR OFFICERS, AGENTS, SERVANTS, EMPLOYEES,
EMPLOYEES FOR ANY PURPOSE STATED HEREINABOVE, WHETHER OR NOT CAUSED, IN WHOLE
ANY USE OF THE ADDITION BY THE CITY, ITS OFFICERS, AGENTS, LICENSEES, SERVANTS AND
PEDESTRIAN ACCESS, PRIVATE STORM DRAINAGE SYSTEMS AND EMERGENCY ACCESS; OR (C)
PRIVATE ENTRANCE GATES OR STRUCTURES, PRIVATE WALLS AND FENCES, PRIVATE
LICENSEES, SERVANTS AND EMPLOYEES; (B) THE CONDITION OF THE PRIVATE STREETS,
UTILITY EASEMENTS, ENTRANCE GATE OR STRUCTURE BY THE CITY, ITS OFFICERS, AGENTS,
INDIRECTLY: (A) THE REASONABLE USE OF THE PRIVATE STREETS, EMERGENCY ACCESS,
WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR
INJURY, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OF CHARACTER,
AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL
THE CITY, ITS OFFICERS, AGENTS, LICENSEES, SERVANTS AND EMPLOYEES, FROM AND
12. THE HOA AND LOT OWNERS AGREE TO RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS
DEVICES.
PRIVATE STREETS MUST CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL
11. THE INSTALLATION OR REPLACEMENT OF ALL TRAFFIC REGULATORY SIGNS ALONG THE
ENGINEERING DEPARTMENT AND FIRE DEPARTMENT OF THE CITY.
ENTRANCE GATE AND STRUCTURE FOR THE ADDITION MUST MEET THE APPROVAL OF THE
RECONSTRUCTION OR REPAIR. THE CONSTRUCTION, RECONSTRUCTION OR REPAIR OF ANY
THE SPECIFICATIONS OF THE CITY FOR PUBLIC STREETS AT THE TIME OF CONSTRUCTION,
ADDITION MUST MEET THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AND COMPLY WITH
10. THE CONSTRUCTION, RECONSTRUCTION OR REPAIR OF ANY PRIVATE STREETS WITHIN THE
AT THE SOLE EXPENSE OF THE HOA OR LOT OWNERS ON A PRO- RATA SHARE FORMULA.
ADDITION AND REMOVE ANY ENTRANCE GATE OR STRUCTURE WHICH IS A BARRIER TO ACCESS
GOVERNMENTAL ENTITIES FOR PURPOSES STATED HEREIN ABOVE, THE CITY MAY ENTER THE
9. IF THE HOA OR LOT OWNERS FAIL TO MAINTAIN RELIABLE ACCESS TO ANY PUBLIC UTILITY OR
FUNCTION.
HEREIN FOR ANY PURPOSE RELATED TO THE EXERCISE OF A GOVERNMENTAL SERVICE OR
INGRESS AND EGRESS TO AND FROM AND UPON THE PRIVATE ACCESS EASEMENTS SHOWN
8. ANY GOVERNMENTAL ENTITIES, INCLUDING THE CITY, SHALL HAVE THE RIGHT AT ALL TIMES OF
SHOWN HEREIN.
OR OBSTACLE THAT IMPAIRS EMERGENCY ACCESS IN THE EMERGENCY ACCESS EASEMENTS
7. THE CITY SHALL HAVE THE RIGHT AT ALL TIMES TO REMOVE AND KEEP REMOVED ANY VEHICLE
WITHIN SAID UTILITY EASEMENTS.
GROWTHS WHICH MAY IN ANY WAY ENDANGER OR INTERFERE WITH ITS RESPECTIVE SYSTEMS
OF ANY BUILDINGS, FENCES, STRUCTURES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR
INCLUDING THE CITY, SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS
PLACED UPON, OR ACROSS SAID PUBLIC UTILITY EASEMENTS. ANY PUBLIC UTILITY ENTITY,
TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR
STRUCTURES THAT ARE APPROVED BY THE CITY, NO BUILDINGS, FENCES, STRUCTURES,
PRIVATE STORM DRAINAGE SYSTEMS, PRIVATE STREETS AND RELATED ENTRANCE GATES OR
AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS. EXCEPT FOR
THE PURPOSE OF CONSTRUCTION, RECONSTRUCTION, INSPECTION, PATROLLING, MAINTAINING,
INGRESS AND EGRESS TO AND FROM AND UPON THE UTILITY EASEMENTS SHOWN HEREIN FOR
6. ANY PUBLIC UTILITY ENTITIES, INCLUDING THE CITY, SHALL HAVE THE RIGHT AT ALL TIMES OF
UTILITY EASEMENTS ACCEPTED BY THE CITY.
EXCEPT FOR THE AFOREMENTIONED PUBLIC WATER AND SANITARY SEWER SYSTEMS IN
5. THE HOA, LOT OWNERS, AND LANDOWNERS SHALL NOT SEEK MAINTENANCE FROM THE CITY
ACCEPTED BY THE CITY.
MAINTAIN ONLY THE PUBLIC WATER AND SANITARY SEWER SYSTEMS IN UTILITY EASEMENTS
ANY OF THE AFOREMENTIONED PRIVATE COMMON AREAS OR FACILITIES. THE CITY WILL
4. THE CITY OF COLLEYVILLE, TEXAS (THE CITY) SHALL NOT BE RESPONSIBLE FOR MAINTAINING
MAINTAIN THE AFOREMENTIONED PRIVATE COMMON AREAS OR FACILITIES.
3. A HOA SHALL BE ESTABLISHED BY THE SUBDIVIDER OR DEVELOPER TO OPERATE AND/OR
OPEN SPACE AND LANDSCAPING, AND EMERGENCY ACCESS.
PRIVATE PEDESTRIAN ACCESS, PRIVATE STORM DRAINAGE SYSTEMS, PRIVATE LAKE, PRIVATE
PRIVATE STREETS, PRIVATE ENTRANCE GATES OR STRUCTURES, PRIVATE WALLS AND FENCES,
FACILITIES IN THE ADDITION CREATED HEREIN (THE ADDITION), INCLUDING BUT NOT LIMITED TO
CONSTRUCTION, OPERATION AND MAINTENANCE OF ANY PRIVATE COMMON AREAS OR
OWNERS), JOINTLY AND SEVERALLY, SHALL BE RESPONSIBLE AND LIABLE FOR THE
2. THE LANDOWNERS AND ANY SUBSEQUENT OWNERS OF LOTS SHOWN HEREIN (THE LOT
WILL BE ISSUED FOR LOT 1,BLOCK X.
NO BUILDING PERMIT PRESTON MANOR ADDITION THE HOMEOWNERS ASSOCIATION (HOA) OF
1. LOT 1, BLOCK X DENOTES THE PRIVATE ACCESS AND PRIVATE DRAINAGE EASEMENT OWNED BY
PRIVATE STREETS NOTES:
OF ANYONE.
RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION
INSPECTION, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS
AND UPON SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTION, RECONSTRUCTION,
COLLEYVILLE, SHALL HAVE THE RIGHT AT ALL TIMES OF INGRESS AND EGRESS TO AND FROM
EASEMENTS SHOWN ON THE PLAT; AND ANY PUBLIC UTILITY, INCLUDING THE CITY OF
CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THE
OTHER GROWTHS OR IMPROVEMENTS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE
THE RIGHT TO MOVE AND KEEP MOVED ALL OR PART OF ANY BUILDING, FENCES, SHRUBS,
6. UTILITY EASEMENT: ANY PUBLIC UTILITY, INCLUDING THE CITY OF COLLEYVILLE, SHALL HAVE
FLOOD ELEVATION.
ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR
CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED,
RESULT, AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH
FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL
AND THEN ONLY AFTER DETAILED ENGINEERING PLANS AND STUDIES SHOW THAT NO
APPROVAL OF THE CITY OF COLLEYVILLE SHALL BE ALLOWED WITHIN A DRAINAGE EASEMENT,
5. DRAINAGE EASEMENT RESTRICTION: NO CONSTRUCTION OR FILING WITHOUT THE WRITTEN
COORDINATE SYSTEM, NORTH CENTRAL ZONE.
SYSTEM (GPS) OBSERVATIONS, NORTH AMERICAN DATUM 1983 (NAD 83), TEXAS STATE PLANE
4. BEARINGS ARE RELATIVE TO TRUE NORTH OBTAINED FROM GLOBAL POSITIONING SATELLITE
TARRANT COUNTY, TEXAS, MAP NO. 48439C0095K, REVISED SEPTEMBER 25, 2009.
ANNUAL CHANCE FLOOD HAZARD) ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP FOR
DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) AND ZONE X (AREA WITH 0.2 PERCENT
3. BY GRAPHIC SCALE, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, NOT SHADED, (AREA
WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
SUBDIVISIONORDINANCE AND STATE PLATTING STATUTES AND ISSUBJECT TO FINES AND
2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF THE CITY
CAP STAMPED "ANA".
1. UNLESS OTHERWISE NOTED, ALL CORNERS SHOWN HEREON ARE 5/8" IRON RODS SET WITH A
GENERAL NOTES
MY COMMISSION EXPIRES:
_____________________________________
MY PRINTED NAME
_____________________________________
NOTARY PUBLIC IN AND FOR TARRANT COUNTY
_____________________________________
______________________________, 20____.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS _______ DAY OF
CAPACITY THEREIN STATED.
EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED, AND IN THE
NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE
PERSONALLY APPEARED __________________________, KNOWN TO ME TO BE THE PERSON WHOSE
BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE ON THIS DAY
COUNTY OF TARRANT§
STATE OF TEXAS§
OWNERS NAME
_____________________________________________________________
WITNESS OUR HANDS THIS _________________________ DAY OF _________________, 20_____.
ORDINANCES, RULES, REGULATIONS, AND RESOLUTIONS OF THE CITY OF COLLEYVILLE, TEXAS.
PROCURING THE PERMISSION OF ANYONE. THIS PLAT APPROVED SUBJECT TO ALL PLATTING
RECONSTRUCTING, INSPECTING, AND PATROLLING, WITHOUT THE NECESSITY AT ANY TIME OF
EGRESS TO AND FROM AND UPON THE SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING,
EASEMENTS, AND ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND
CONSTRUCTION , MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THESE
IMPROVEMENTS OR GROWTHS IN WHICH ANY WAY ENDANGER OR INTERFERE WITH THE
REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER
UTILITIES DESIRING TO USE OR USING THE SAME. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO
EASEMENTS SHOWN ON THIS PLAT FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC
STREETS, RIGHTS-OF-WAY, AND ALLEYS SHOWN THEREON, AND DO HEREBY RESERVE THE
COUNTY, TEXAS, AND DO HEREBY DEDICATE FEE SIMPLE TO THE PUBLIC USE FOREVER ALL
BLOCK X, PRESTON MANOR ADDITION, AN ADDITION TO THE CITY OF COLLEYVILLE, TARRANT
HEREINBEFORE DESCRIBED PROPERTY AS LOTS 1-11, BLOCK A, LOTS 1-13, BLOCK B, AND LOTS 1-3,
THAT WE, G & H GROUP, L.L.C., OWNER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE
NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
BEGINNING AND CONTAINING 684,071 SQUARE FEET OR 15.7041 ACRES OF LAND, MORE OR LESS.
THENCE NORTH 43 DEGREES, 10 MINUTES, 50 SECONDS WEST, 250.76 FEET TO THE PLACE OF
LAND;
FOUND FOR A CORNER IN THE COMMON LINE OF SAID LOT 7, AND HEREIN DESCRIBED TRACT OF
THENCE NORTH 86 DEGREES, 52 MINUTES, 20 SECONDS WEST, 84.57 FEET TO ‰INCH IRON ROD
HEREIN DESCRIBED TRACT OF LAND;
NORTHEAST CORNER OF LOT 7, BLOCK 1, OF SAID RUSTIC OAKS ADDITION IN THE SOUTH LINE OF
FOUND FOR THE NORTHWEST CORNER OF SAID BLOCK B, AND THE NORTH CORNER OF LOT 6, AND
THENCE NORTH 87 DEGREES, 54 MINUTES, 20 SECONDS WEST, 609.47 FEET TO ‰INCH IRON ROD
NORTH LINE OF LOT 7, BLOCK B, OF SAID OAKLEIGH ADDITION;
WITH CAP STAMPED KHAFOUND FOR THE SOUTHEAST CORNER OF HEREIN DESCRIBED TRACT
THENCE SOUTH 03 DEGREES, 50 MINUTES, 42 SECONDS WEST, 381.60 FEET TO ‰INCH IRON ROD
INSTRUMENT NUMBER D218004068, PLAT RECORDS, TARRANT COUNTY, TEXAS;
FOUND FOR THE NORTHWEST CORNER OF LOT 1, BLOCK C, OAKLEIGH ADDITION , AS RECORDED IN
THENCE NORTH 87 DEGREES, 33 MINUTES, 03 SECONDS WEST, 381.56 FEET TO ‰INCH IRON ROD
PLAT RECORDS, TARRANT COUNTY, TEXAS;
FOR LOT 2RA, BLOCK 1, BRANSFORD ESTATES ADDITION , AS RECORDED IN CABINET A, SLIDE 11948,
FOUND FOR THE SOUTHEAST CORNER OF HEREIN DESCRIBED TRACT AND AN INTERIOR CORNER
THENCE SOUTH 01 DEGREES, 20 MINUTES, 03 SECONDS EAST, 832.77 FEET TO ‰ INCH IRON ROD
AS RECORDED IN CABINET A, SLIDE 9787, PLAT RECORDS, TARRANT COUNTY, TEXAS;
CAP STAMPED ALSFOUND FOR THE NORTHWEST CORNER OF LOT 1, BLOCK 1, THORNE ADDITION ,
THENCE SOUTH 89 DEGREES, 26 MINUTES, 18 SECONDS EAST, 44.60 FEET TO ‰INCH IRON ROD WITH
FOUND;
THENCE SOUTH 46 DEGREES, 10 MINUTES, 16 SECONDS WEST, 97.73 FEET TO ‰INCH IRON ROD
RIGHT-OF-WAY) ;
TAX MAP IN THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANSFORD ROAD (VARIABLE WIDTH
SET FOR THE NORTH CORNER OF CITY OF COLLEYVILLE TRACT 6A, AS SHOWN IN TARRANT COUNTY
THENCE SOUTH 24 DEGREES, 25 MINUTES, 52 SECONDS EAST, 103.81 FEET TO A 5/8 INCH IRON ROD
NORTH CORNER OF HEREIN DESCRIBED TRACT;
OF SAID RIGHT-OF-WAY AND HEREIN DESCRIBED TRACT TO A 5/ 8 INCH IRON ROD SET FOR THE
THENCE NORTH 47 DEGREES 03 MINUTES, 20 SECONDS EAST, 425.76 FEET WITH THE COMMON LINE
SAID RAILROAD;
CORNER OF SAID REMAINDER OF 4.637 ACRE TRACT IN THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF
LINE OF REMAINDER OF 4.637 ACRE TRACT TO 2TXU CONCRETE MONUMENT FOUND FOR THE NORTH
THENCE NORTH 42 DEGREES, 56 MINUTES, 40 SECONDS WEST, 50.00 FEET WITH THE NORTHERLY
OF SAID REMAINDER OF 4.637 ACRE TRACT AND HEREIN DESCRIBED TRACT OF LAND;
THENCE NORTH 47 DEGREES, 03 MINUTES, 20 SECONDS EAST, 348.07 FEET WITH THE COMMON LINE
SAME;
LINE OF SAID REMAINDER OF 4.637 ACRE TRACT TO THE NORTH MOST WESTERLY CORNER OF THE
THENCE NORTH 12 DEGREES, 04 MINUTES, 57 SECONDS WEST, 245.07 FEET WITH THE EASTERLY
SAME;
SOUTHWESTERLY LINE OF SAID REMAINDER OF 4.637 ACRE TRACT TO THE EAST CORNER OF THE
THENCE NORTH 47 DEGREES, 04 MINUTES, 09 SECONDS EAST, 424.40 FEET WITH THE
SAME;
SOUTHWESTERLY LINE OF SAID REMAINDER OF 4.637 ACRE TRACT TO THE SOUTH CORNER OF THE
THENCE SOUTH 42 DEGREES, 56 MINUTES, 40 SECONDS EAST, 260.27 FEET WITH THE
ELECTRIC COMPANY BY DEED RECORDED IN VOLUME 9693, PAGE 2394, OF SAID DEED RECORDS;
CORNER OF THE REMAINDER OF 4.637 ACRE TRACT OF LAND AS CONVEYED TO TEXAS UTILITIES
OF SAID RAILROAD AND HEREIN DESCRIBED TRACT TO A 1/2 INCH IRON FOUND FOR THE WEST
THENCE NORTH 47 DEGREES, 03 MINUTES, 20 SECONDS EAST, 363.85 FEET WITH THE COMMON LINE
SAID DEED RECORDS ;
LINE OF DALLAS AREA RAPID TRANSIT RAILROAD AS RECORDED IN VOLUME 10146, PAGE 640, OF
WESTERLY CORNER OF HEREIN DESCRIBED TRACT OF LAND IN SOUTHEASTERLY RIGHT-OF-WAY
NUMBER D171020176, PLAT RECORDS, TARRANT COUNTY, TEXAS, AND BEING THE SOUTHWEST MOST
RUSTIC OAKS ADDITION AND ADDITION TO THE CITY OF COLLEYVILLE AS RECORDED IN INSTRUMENT
BEGINNING AT 2INCH IRON PIPE FOUND FOR THE NORTH CORNER OF LOT 8, AND LOT 7, BLOCK 1,
RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COUNTY, TEXAS, AS CONVEYED BY DEED RECORDED IN INSTRUMENT NUMBER D218261602, DEED
NEWTON SURVEY, ABSTRACT NO. 1176, AND O.C. STURM SURVEY, ABSTRACT NO. 1487, TARRANT
WHEREAS, G & H GROUP, L.L.C., IS THE OWNER OF 15.7041 ACRE TRACT OF LAND SITUATED IN J.J.
COUNTY OF TARRANT §
STATE OF TEXAS §
DATE
________________________________
SIGNATURE
____________________________________________________
OF THE MOST CURRENT PROFESSIONAL LAND SURVEYING PRACTICES ACT.
FURTHER, THIS SURVEY CONFORMS TO THE GENERAL RULES OF PROCEDURES AND PRACTICES
PREPARED FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION ON THE GROUND.
STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS
THAT I, EDWARD K. KHALIL, A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED IN THE
CITY COUNCIL APPROVAL
Attest: City Secretary
____________________________________________
Mayor, City of Colleyville
___________________________________________
_____________ day of ________________, 2020, to approve this Plat.
Whereas the City Council of the City of Colleyville, Texas voted affirmatively on this
OWNER / DEVELOPER
N
SCALE : 1" = 100’
0
GRAPHIC SCALE IN FEET
100 200 300
24 RESIDENTIAL LOTS & 3 HOA LOTSPRESTON MANOR ADDITION
PLAT
PRELIMINARY / FINAL
BEING 15.7079 ACRES OF LAND
TARRANT COUNTY,TEXAS
THE CITY OF COLLEYVILLE,
AN ADDITION TO
AND LOTS (1-3) BLOCK X
LOTS (1-11) BLOCK A, LOTS (1-13) BLOCK B,
COLLEYVILLE, TARRANTS COUNTY, TEXAS
O.C. STURM SURVEY, ABSTRACT NO. 1487
J. J. NEWTON SURVEY, ABSTRACT NO. 1176, &
SITUATED IN REVISIONSDATE12-03-2019APPROVED BYPROJECT NO.DRAWN BYDATEEKKOFN190200PRESTON MANOR ADDITIONFORPRELIMINARY / FINAL PLAT FAX:(817)335-9955(817)335-9900Colleyville, TX.760345000 Thompson TerraceSHEET 1 OF 1PLANNERSSURVEYORSENGINEERS
A.N.A. JOB NUMBER 1902006:45:08 PMJ:\190200\1910913 - 401 Shelton Rd\Survey\0200_FP.dgn2/18/2020Copyright 2019 by A.N.A. Consultants, L.L.C.C
G & H GROUP, L.L.C.
75 MAIN STREET, SUITE 100
COLLEYVILLE, TX 76034
MR. WAGUIH GUIRGUIS
TEL. (817) 300-1376
VALLEYVIEW
OAK HILLSOAK CREST HILL
OAK VALLEY
LLOYD
FRYSMITHFIELD PARKVILLAGE
SHELTON
BEVERLY
LETA
COLLEYVILLE
HILLSIDE
EUDALY
FIELD
THOMAS
LAUREL OAKS
BOGART
CENTRAL
JO CAROL
GLADEOAK TIMBERCOOK
CHURCHBRANSFORD
PLEASANT RUNCOTTON
TIMBERLINE N
TIMBERLINE S
Park
City 26LOCATION
PROJECT
N
NTS
LOCATION MAP
ENGINEER / SURVEYOR
A.N.A. CONSULTANTS, L.L.C.
5000 THOMPSON TERRACE
COLLEYVILLE, TEXAS 76034
TEL. (817) 335-9900
FAX (817) 335-9955
PC 20-001
SIDE OF ALL LOTS TYPICAL.
7.5’ DRAINAGE AND UTILITY EASEMENT IN THE BACK AND EACH 10.
RESIDENTIAL LOTS AND 3 COMMON LOTS FROM ONE EXISTING LOT.
9. THE PURPOSE OF THIS PLAT IS TO CREATE A TOTAL OF 24
THE PROPERTY OWNER.
LOCATED ON PRIVATE PROPERTY ARE THE RESPONSIBILITY OF
8. THE MAINTENANCE OF ALL DRAINAGE AND UTILITY EASEMENTS
PLANS AND STUDIES SHOW THAT NO FLOODING WILL RESULT.
COLLEYVILLE, AND THEN ONLY AFTER DETAILED ENGINEERING
EASEMENT WITHOUT THE WRITTEN APPROVAL OF THE CITY OF
7. NO CONSTRUCTION SHALL BE ALLOWED WITHIN A FLOODWAY 50R (FT)
RADIUS
C1 77.62 1449’27"300.00 39.03 S 5559’40" W 77.40
C2 63.58 4834’11"75.00 33.84 S 2257’03" W 61.69
C3 90.75 4135’48"125.00 47.48 S 6752’03" W 88.77
157.07 4459’55"200.00 82.84 S 2434’12" W 153.07
45.36 2559’28"100.00 23.08 S 7454’36" E 44.98
30.34 1723’02"100.00 15.29 N 8324’09" E 30.22
121.20 1721’36"400.00 61.07 N 8323’26" E 120.73
47.90 3635’33"75.00 24.80 S 6937’59" E 47.09
44.67 0831’52"300.00 22.38 N 4445’03" E 44.63
C10 87.88 5021’02"100.00 47.00 S 2350’28" W 85.08
C11 39.27 9000’00"25.00 25.00 S 4339’57" W 35.36
C12 108.90 4135’48"150.00 56.97 S 6752’03" W 106.52
C13 157.95 4013’20"225.00 82.39 S 2657’29" W 154.73
C14 10.55 1506’20"40.00 5.30 S 1423’59" W 10.52
C15 4634’03"4612’36"30.00 12.91 N 6847’13" E 23.72
C16 24.38 4634’03"30.00 12.91 N 6438’44" W 23.72
C17 31.01 8849’25"20.00 19.59 S 4739’32" W 29.99
C18 128.77 1721’36"425.00 64.88 S 8323’26" W 128.28
C19 13.13 1001’48"75.00 6.58 S 7943’32" W 13.11
C20 9.63 0721’13"75.00 4.82 S 8825’03" W 9.62
C21 33.41 7634’25"25.00 19.73 N 4937’07" W 30.98
C22 53.42 6112’51"50.00 29.58 N 4156’20" W 50.91
C23 63.02 7213’11"50.00 36.47 S 7120’39" W 58.93
C24 72.85 8328’30"50.00 44.61 S 0630’12" E 66.57
C25 11.93 1340’25"50.00 5.99 S 5504’39" E 11.90
C26 56.70 2559’28"125.00 28.85 S 7454’36" E 56.22
C27 44.41 1657’42"150.00 22.37 N 8336’49" E 44.24
C28 95.56 1436’00"375.00 48.04 N 8225’58" E 95.30
C29 15.30 0220’17"375.00 7.65 S 8905’54" E 15.30
C30 38.07 7241’58"30.00 22.08 N 8741’11" W 35.56
C31 56.50 6444’26"50.00 31.69 S 3102’10" W 53.54
C32 20.22 3837’09"30.00 10.51 S 2038’37" E 19.84
C33 49.06 5613’13"50.00 26.71 S 1309’45" E 47.12
C34 64.08 7325’30"50.00 37.29 S 5139’36" W 59.78
C35 35.40 4033’47"50.00 18.48 N 7120’46" W 34.66
C36 20.39 3856’18"30.00 10.61 N 7151’54" W 20.00
C37 72.60 4135’48"100.00 37.98 S 6752’03" W 71.02
109.99 3600’37"175.00 56.88 S 2903’51" W 108.19
C39 30.82 1937’06"90.00 15.56 S 0115’00" W 30.67
C40 17.63 0804’57"125.00 8.83 S 0431’04" E 17.62
C41 30.53 8727’10"20.00 19.13 S 4412’11" E 27.65
C42 18.63 3535’05"30.00 9.63 S 5458’37" E 18.21
C4
C5
C6
C7
C8
C9
C38
LENGTH
ARC
ANGLE
DELTA
DIRECTION
CHORD
LENGTH
CHORDTCV#
CL & LOT LINE CURVE TABLE
LOT 1120,117 SQ. FT.LOT 20,003 SQ. FT.LOT 120,020 SQ. FT.LOT 120,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 21,309 SQ. FT.LOT 20,077 SQ. FT.LOT 820,247 SQ. FT.LOT 20,242 SQ. FT.LOT 30,148 SQ. FT.LOT 520,103 SQ. FT.LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT LOT 2324,245 SQ. FT.LOT 20.24,170 SQ. FT.LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.S 88°29'17" W 692.56'S 88°52'00" W 381.56'167'167'167'167'162.38'129.61'
160.39'161.28'131.98'164.47'150.5'120'176.9'221.81'58.56'120.53'127.18'125.19'125.04'147.52'147.89'147.94'236.65'161.74'100.00'107.57'134.21'60.94'70.65'153.16'157.76'140.7'157'120'120'120'175.07'125.7'135.42'109.96'89.74'135.35'135.31'154.02'133.94'99.27'151.49'220.46'143.39'196.75'63.52'135.31'135.35'92.66'20.98'31.93'176.95'334.4'245.07'
145'100'84.5'167.28'113'75.73'100'95'189.45'93.05'LOT 1, BLOCK 1CECIL OAKSCAB. B, SLIDE 131P.R.T.C.T.LOT 1, BLOCK 2BRANSFORD ESTATES ADDITIONCAB. A, SLIDE 12108P.R.T.C.T.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.LOT 2RA, BLOCK 1BRANSFORD ESTATESCAB. A, SLIDE 11948P.R.T.C.T.BLOCK COAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 1LOT 2OAKLEIGH LANE(50' R.O.W.)BLOCK BOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK XOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 6LOT 7LOT 8BRANSFORD ROAD(VARIABLE WIDTH R.O.W.)REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROAD)VOL. 10146, PG. 640 P.R.T.C.T.0.2487 ACREONCOR ELECTRIC DELIVERY COMPANYDOC. NO. D211108590 P.R.T.C.T.CITY OF COLLEYVILLEVOL. 6733, PG. 1288 P.R.T.C.T.O. C. STRUM SURVEY, A-1487J. J. NEWTON SURVEY, A-117650' ROADWAY & ELECTRICAL EASEMENTVOL. 9694, PG. 5 P.R.D.C.T.50' INGRESS AND EGRESS EASEMENTDOC. NO. D211108745 P.R.D.C.T.15.71 AC.684,266 SQ.FT.G&H GROUP, LLCDOC. NO. D218261602P.R.T.C.T.24 RESIDENTIAL LOTS & 3 OPEN SPACE LOTSPRESTON MANOR ADDITION5000 Thompson TerraceColleyville, TX.76034(817)335-9900 FAX:(817)335-9955TREE SURVEYSHEET4GRAPHIC SCALE IN FEETN240160800
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.S 88°29'17" W 692.56'LOT 1OAKLEIGH LANE(50' R.O.W.)BLOCK BOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK XOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 6LOT 7REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROVOL. 10146, PG. 640 P.R.T.C.T.EX 15' U.E.HPLAILA COURTPRESTON WAYPROPRETAININGWALLLAILA COURTPRESTON PROPRETAININGWALLPROPRETAININGWALLPROPRETAININGWALLTW=658.45BW=652.06TW=659.00BW=652.54TW=656.00BW=651.69TW=656.30BW=654.31TW=653.30BW=651.56TW=653.30BW=649.20BW=649.34TW=653.30648.49GRADE AT 1% MIN.FROM SWALE LOWPOINT TO SD FLOW LINETW=655.00BW=652.93TW=654.00BW=652.18TW=656.00BW=654.121/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN12080400CAUTION !!!EXISTING GAS INTHIS AREACAUTION !!!EXISTING OVERHEADELECTRIC IN THISAREACAUTION !!!EXISTING GAS INTHIS AREACAUTION !!!EXISTING UNDERGROUNDTELEPHONE CABLE LINE INTHIS AREALEGENDFLOW ARROWHIGH POINTDRAINAGE DIVIDEEXISTING CONTOUR MINORPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOREXISTING CONTOUR MAJORGRADING PLAN 1 OF 316
LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.LOT 720,242 SQ. FT.LOT 630,148 SQ. FT.LOT 520,103 SQ. FT.LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 2324,245 SQ. FT.LOT 20.24,170 SQ. FT.S 88°52'00" W 381.56'REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.0.2487 ACREONCOR ELECTRIC DELIVERY COMPANYDOC. NO. D211108590 P.R.T.C.T.15.71 AC.684,266 SQ.FT.G&H GROUP, LLCDOC. NO. D218261602P.R.T.C.T.N WAYPRESTON WAYPROPRETAININGWALLPRESTON WAYTW=661.87BW=654.56654.30TW=658.45BW=652.06TW=659.00BW=652.54TW=660.00BW=653.24PROPRETAININGWALL1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN12080400CAUTION !!!EXISTING OVERHEADELECTRIC IN THISAREACAUTION !!!EXISTING GAS INTHIS AREACAUTION !!!EXISTING UNDERGROUNDTELEPHONE CABLE LINE INTHIS AREALEGENDFLOW ARROWHIGH POINTDRAINAGE DIVIDEEXISTING CONTOUR MINORPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOREXISTING CONTOUR MAJORGRADING PLAN 2 OF 317
LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.CITY OF COLLEYVILLEVOL. 6733, PG. 1288 P50' ROADWAY & ELECTRICAL EASEMENTVOL. 9694, PG. 5 P.R.D.C.T.50' INGRESS AND EGRESS EASEMENTDOC. NO. D211108745 P.R.D.C.T.PRESTON WAYPRESTON WAY1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN12080400LEGENDFLOW ARROWHIGH POINTDRAINAGE DIVIDEEXISTING CONTOUR MINORPROPOSED CONTOUR MAJORCAUTION !!!EXISTING OVERHEADELECTRIC IN THISAREACAUTION !!!EXISTING GAS INTHIS AREACAUTION !!!EXISTING UNDERGROUNDTELEPHONE CABLE LINE INTHIS AREAPROPOSED CONTOUR MINOREXISTING CONTOUR MAJORGRADING PLAN 3 OF 318
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.LOT 720,242 SQ. FT.LOT 630,148 SQ. FT.LOT 520,103 SQ. FT.LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 2324,245 SQ. FT.LOT 20.24,170 SQ. FT.LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.LOT 1, BLOCK 1CECIL OAKSCAB. B, SLIDE 131P.R.T.C.T.LOT 1, BLOCK 2BRANSFORD ESTATES ADDITIONCAB. A, SLIDE 12108P.R.T.C.T.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.LOT 2RA, BLOCK 1BRANSFORD ESTATESCAB. A, SLIDE 11948P.R.T.C.T.BLOCK COAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 1LOT 2OAKLEIGH LANE(50' R.O.W.)BLOCK BOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK XOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 6LOT 7LOT 8SHELTON DRIVE(VARIABLE WIDTH R.O.W.)REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROAD)VOL. 10146, PG. 640 P.R.T.C.T.0.2487 ACREONCOR ELECTRIC DELIVERY COMPANYDOC. NO. D211108590 P.R.T.C.T.CITY OF COLLEYVILLEVOL. 6733, PG. 1288 P.R.T.C.T.O. C. STRUM SURVEY, A-1487J. J. NEWTON SURVEY, A-117650' ROADWAY & ELECTRICAL EASEMENTVOL. 9694, PG. 5 P.R.D.C.T.50' INGRESS AND EGRESS EASEMENTDOC. NO. D211108745 P.R.D.C.T.EX 10' U.E.EX 15' U.E.EXIST. OFF-SITEDETENTION PONDOUTFALL STRUCTURE15.71 AC.684,266 SQ.FT.G&H GROUP, LLCDOC. NO. D218261602P.R.T.C.T.EX. GRAVEL PATHTO SERVE ASCONSTRUCTIONENTRANCEPROPOSED INLETPROTECTIONTYPICALPROPOSED ROCKRIP REF. STORMDRAIN PLAN1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN240160800LEGENDFLOW ARROWEXISTING CONTOURSFSILT FENCEINLET PROTECTIONEROSION CONTROL PLAN19
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASEROSION CONTROLDETAILS25
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.LOT 720,242 SQ. FT.LOT 630,148 SQ. FT.LOT 520,103 SQ. FT.LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 2324,245 SQ. FT.LOT 20.24,170 SQ. FT.LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.+100+200+300+400+500+600+700+800+900+1000+1100+1200+1300+1400+1500+100+200+300+400+500+600+700LOT 1, BLOCK 1CECIL OAKSCAB. B, SLIDE 131P.R.T.C.T.LOT 1, BLOCK 2BRANSFORD ESTATES ADDITIONCAB. A, SLIDE 12108P.R.T.C.T.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.LOT 2RA, BLOCK 1BRANSFORD ESTATESCAB. A, SLIDE 11948P.R.T.C.T.BLOCK COAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 1LOT 2OAKLEIGH LANE(50' R.O.W.)BLOCK BOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK XOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 6LOT 7LOT 8SHELTON DRIVE(VARIABLE WIDTH R.O.W.)REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROAD)VOL. 10146, PG. 640 P.R.T.C.T.0.2487 ACREONCOR ELECTRIC DELIVERY COMPANYDOC. NO. D211108590 P.R.T.C.T.CITY OF COLLEYVILLEVOL. 6733, PG. 1288 P.R.T.C.T.O. C. STRUM SURVEY, A-1487J. J. NEWTON SURVEY, A-117650' ROADWAY & ELECTRICAL EASEMENTVOL. 9694, PG. 5 P.R.D.C.T.50' INGRESS AND EGRESS EASEMENTDOC. NO. D211108745 P.R.D.C.T.8" WL "WL-1"PROP 8" SSLAILA COURT8" WL "WL-2"8" WL "WL-1"8" WL "WL-1"EX 8" WL
PRESTON WAYPRESTON WAYPRESTON WAY15.71 AC.684,266 SQ.FT.G&H GROUP, LLCDOC. NO. D218261602P.R.T.C.T.EX 10' U.E.EX 15' U.E.PROP8" SSPROP4'X2' SDPROP24" SDPROP 15'DRAINAGE &UTIL. ESMT.PROP 15'DRAINAGE &UTIL. ESMT.PROP 15'DRAINAGE &UTIL. ESMT.STA. 6+45.97, WL-2INSTALL:1-8" 22° BENDN: 7011522.96E: 2378781.55STA. 6+58.67, WL-2INSTALL:1-8" 22° BENDN: 7011517.86E: 2378793.19STA. 6+77.25, WL-2CONNECT TOEX 8" WATER MAINWITH MJ SLEEVEN: 7011504.67E: 2378806.26STA. 7+05.77, WL-2RELOCATED EXISTINGFIRE HYDRANT ASSEMBLYTO BE WITHIN THEUTILITY ESMT. GREENSPACEN: 7011490.74E: 2378832.72EX FIRE HYDRANT TO BEADJUSTED TO BE WITHINTHE GREEN SPACE INTHE EX UTILITY ESMT.STA. 0+00.00 WL-1=STA. 3+93.32 WL-2INSTALL:1-8"X8" TEEN:7011532.09E:2378529.07STA. 3+25.54, WL-2INSTALL:1-8' GATE VALVEN: 7011534.54E: 2378461.33STA. 2+37.79, WL-2INSTALL:1-8" 11.25° BENDN: 7011537.71E: 2378373.64STA. 1+17.30, WL-2INSTALL:1-8" 22° BENDN: 7011518.49E: 2378254.69STA. 0+00.00, WL-2INSTALL:1-FIRE HYDRANTASSEMBLYN: 7011563.87E: 2378148.94STA. 0+51.73, WL-2INSTALL:1-8" 22° BENDN: 7011533.59E: 2378190.89STA. 0+14.90, WL-1INSTALL:1-8' GATE VALVEN: 7011546.98E: 2378529.61STA. 0+93.90, WL-1INSTALL:1-8" 22° BENDN: 7011625.93E: 2378532.46STA. 1+77.58, WL-1INSTALL:1-8" 22° BENDN: 7011702.04E: 2378567.26STA. 3+98.62, WL-1INSTALL:1-8" 22° BENDN: 7011852.58E: 2378729.09STA. 4+44.17, WL-1INSTALL:1-8" 22° BENDN: 7011869.75E: 2378771.30STA. 6+67.95, WL-1INSTALL:1-8" 22° BENDN: 7011874.96E: 2378995.01STA. 7+10.38, WL-1INSTALL:1-8" 22° BENDN: 7011905.65E: 2379024.30STA. 12+19.73, WL-1INSTALL:1-8" 22° BENDN: 7012414.86E: 2379012.44STA. 12+61.44, WL-1INSTALL:1-8" 22° BENDN: 7012454.14E: 2379026.48STA. 14+89.22, WL-1INSTALL:1-8" 11.25° BENDN: 7012556.11E: 2379230.17STA. 15+04.19, WL-1INSTALL:1-8"X8" TAPPING SLEEVEAND VALVEN: 7012565.44E: 2379241.88STA. 5+59.53, WL-1INSTALL:1-FIRE HYDRANTASSEMBLYN: 7011875.16E: 2378886.5610' U.E.TYP.10' U.E.TYP.10' U.E.TYP.10' U.E.TYP.10' U.E.TYP.EX WATERMETER TO BERELOCATEDEX WATER TELECOMVAULT TO BE RELOCATEDCONTROL POINT NO. 66MAG NAIL W/ WASHER IN CONC.N:7012602.79E:2379279.71ELEVATION=665.94'PROP24" SD20LF OF PROP ASPHALTPERMANENT PAVEMENT REPAIRPER CITY DETAIL P-13 AND W-4STA. 11+52.18, WL-1INSTALL:1-FIRE HYDRANTASSEMBLYN: 7012347.27E: 2379011.29A RESILIENT SEATED GATE VALVE SHALLBE FLANGED TO THE TAPPING SLEEVETHE TAPPING SLEEVE SHALL BE ASMITH-BLAIR SPEC. 664-665STAINLESS STEEL OR APPROVED EQUALROWLINETYP.STA. 3+04.90, WL-2INSTALL:1-FIRE HYDRANTASSEMBLYN: 7011532.56E: 2378440.611/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN240160800LEGENDPROPOSED WATER LINEPROPOSED SAN. SEWER LINEPROPOSED STORM SEWER LINEPROPOSED GATE VALVEPROPOSED FIRE HYDRANTPROPOSED SAN. SEWER MANHOLEEXISTING WATER LINEEXISTING GATE VALVEEXISTING FIRE HYDRANTEXISTING SAN. SEWER LINEEXISTING SAN. SEWER MANHOLEOVERALL WATER PLAN4WATER GENERAL NOTES1. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES AND TIE IN LOCATIONSPRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIORTO BEGINNING CONSTRUCTION.2. ALL WATERLINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TCEQAND CITY OF COLLEYVILLE STANDARDS. IN THE EVENT OF CONFLICT THEMORE STRINGENT CRITERIA GOVERNS.3. WATER, SANITARY SEWER, AND STORM SEWER SEPARATIONS BOTH VERTICALAND HORIZONTAL SHALL BE IN ACCORDANCE WITH THE TCEQ AND CITY OFCOLLEYVILLE STANDARDS.4. CONTRACTOR SHALL INSTALL ALL FIRE HYDRANTS, GATE VALVES, FITTINGSPER THE CURRENT CITY OF COLLEYVILLE DESIGN STANDARDS AND DETAILS.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES ORCONFLICTS PRIOR TO BEGINNING CONSTRUCTION.5. ALL WATER SERVICES SHALL BE INSTALLED PER CITY OF COLLEYVILLESTANDARD DETAILS.6. FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES, AND VALVE.31' PAVEMENT B-B50' RIGHT-OF-WAYPROPSTORMDRAINPROPWATERRIGHT-OF-WAY LINERIGHT-OF-WAY LINE5'5'4' MIN.4' MIN.℄FIREHYDRANTPROPSANITARYSEWERCITY OF COLLEYVILLETYPICAL UTILITY LAYOUT10'℄℄℄℄℄℄℄℄℄CITY OF COLLEYVILLETYPICAL LOT SERVICE DETAILSANITARY SEWER SERVICE SHALL BELOCATED AT THE CENTER OF THE LOTWATER SERVICE SHALL BE LOCATED 10'UPSTREAM OF THE CENTER OF LOTLOT LINE TYP.1LOT LINE TYP.LOT LINE TYP.LOT LINE TYP.23456789SAN. SEWER MAINWATER MAINROW LINEROW LINE
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.LOT 720,242 SQ. FT.LOT 630,148 SQ. FT.LOT 520,103 SQ. FT.LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 2324,245 SQ. FT.LOT 20.24,170 SQ. FT.LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.LOT 1, BLOCK 1CECIL OAKSCAB. B, SLIDE 131P.R.T.C.T.LOT 1, BLOCK 2BRANSFORD ESTATES ADDITIONCAB. A, SLIDE 12108P.R.T.C.T.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.LOT 2RA, BLOCK 1BRANSFORD ESTATESCAB. A, SLIDE 11948P.R.T.C.T.BLOCK COAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 1LOT 2OAKLEIGH LANE(50' R.O.W.)BLOCK BOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK XOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 6LOT 7LOT 8SHELTON DRIVE(VARIABLE WIDTH R.O.W.)REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROAD)VOL. 10146, PG. 640 P.R.T.C.T.0.2487 ACREONCOR ELECTRIC DELIVERY COMPANYDOC. NO. D211108590 P.R.T.C.T.CITY OF COLLEYVILLEVOL. 6733, PG. 1288 P.R.T.C.T.O. C. STRUM SURVEY, A-1487J. J. NEWTON SURVEY, A-117650' ROADWAY & ELECTRICAL EASEMENTVOL. 9694, PG. 5 P.R.D.C.T.50' INGRESS AND EGRESS EASEMENTDOC. NO. D211108745 P.R.D.C.T.8" WL "WL-1"PROP 8" SSLINE SS-2ROWLINETYP.LAILA COURT8" WL "WL-2"8" WL "WL-1"8" WL "WL-1"EX 8"
WL
PRESTON COURTPRESTON COURT15.71 AC.684,266 SQ.FT.G&H GROUP, LLCDOC. NO. D218261602P.R.T.C.T.STA. 12+28.02, SS-2CONST. STD. 4' SSMHN: 7012388.92E: 2378973.04STA. 5+42.19, SS-2CONST. STD. 4' SSMHN: 7011909.79E: 2378772.64STA. 7+53.68, SS-2CONST. STD. 4' SSMHN: 7011914.71E: 2378984.08STA. 2+29.73, SS-2CONST. STD. 4' SSMHN: 7011715.60E: 2378530.74STA. 8+54.12 SS-1=STA. 0+00.00 SS-2CONST. STD. 4' SSMHN:7011493.99E:2378475.75STA. 11+08.47, SS-1CONST. STD. 4' SSMHN: 7011484.80E: 2378729.94STA. 6+47.80, SS-1CONST. STD. 4' SSMHW/ HYDRAULIC SLIDEN: 7011479.14E: 2378270.62STA. 5+43.65, SS-1CONST. STD. 4' SSMHN: 7011510.64E: 2378171.54STA. 2+76.02, SS-1CONST. STD. 4' SSMHW/ CONC. COLLARN: 7011371.45E: 2377942.97STA. 0+34.23, SS-1CONST. STD. 4' SSMHW/ CONC. COLLARN: 7011129.81E: 2377951.75STA. 0+00.00, SS-1CONNECT TO EXISTING 4' MANHOLECONTRACTOR TO FIELD VERIFYLOCATION & ELEVATION PRIOR TOCONSTRUCTION & NOTIFY ENGINEEROF ANY DISCREPANCIESN: 7011098.77E: 2377966.15EXISTING 15'SAN. SEWER ESMT.PROP 8" SSLINE SS-2PROP 8" SSLINE SS-1PROP 8" SSLINE SS-1PROP 20'DRAINAGE ESMT.PROP 15'DRAINAGE ESMT.PROP 15' SAN.SEWER ESMT.EX 10' U.E.EX 15' U.E.10' U.E.TYP.10' U.E.TYP.10' U.E.TYP.10' U.E.TYP.96 LF OF CONCRETEPAVEMENT REPAIR PERCITY DETAILS P-13 AND S-8EX 6" PVC SSNO RECORD DWG1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN240160800LEGENDPROPOSED WATER LINEPROPOSED SAN. SEWER LINEPROPOSED STORM SEWER LINEPROPOSED GATE VALVEPROPOSED FIRE HYDRANTPROPOSED SAN. SEWER MANHOLEEXISTING WATER LINEEXISTING GATE VALVEEXISTING FIRE HYDRANTEXISTING SAN. SEWER LINEEXISTING SAN. SEWER MANHOLEOVERALLSAN. SEWERPLAN531' PAVEMENT B-B50' RIGHT-OF-WAYPROPSTORMDRAINPROPWATERRIGHT-OF-WAY LINERIGHT-OF-WAY LINE5'5'4' MIN.4' MIN.℄FIREHYDRANTPROPSANITARYSEWERCITY OF COLLEYVILLETYPICAL UTILITY LAYOUT10'℄℄℄℄℄℄℄℄℄CITY OF COLLEYVILLETYPICAL LOT SERVICE DETAILSANITARY SEWER SERVICE SHALL BELOCATED AT THE CENTER OF THE LOTWATER SERVICE SHALL BE LOCATED 10'UPSTREAM OF THE CENTER OF LOTLOT LINE TYP.1LOT LINE TYP.LOT LINE TYP.LOT LINE TYP.23456789SAN. SEWER MAINWATER MAINROW LINEROW LINESANITARY SEWER GENERAL NOTES1. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES AND TIE INLOCATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.2. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITHTHE TCEQ AND CITY OF COLLEYVILLE STANDARDS. IN THE EVENT OFCONFLICT THE MORE STRINGENT CRITERIA GOVERNS.3. WATER, SANITARY SEWER, AND STORM SEWER SEPARATIONS BOTHVERTICAL AND HORIZONTAL SHALL BE IN ACCORDANCE WITH THE TCEQAND CITY STANDARDS4. ALL SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY STANDARDDETAILS.
CONST. STD. 4' SSMHRIM=654.73STA. 5+43.65, SS-1104 LF OF 8" SS @ 1.1%206 LF OF 8" SS @ 1.7%268 LF OF 8" SS @ 0.8%242 LF OF 8" SS @ 0.4%242 LF OF 8" SS @ 0.4%34 LF OF8" SS @ 0.4%PROP.24" SDCONST. STD. 4' SSMHW/ HYDRAULIC SLIDERIM=655.41STA. 6+47.80, SS-1CONST. STD. 4' SSMHW/ CONC. COLLARRIM=648.65STA. 2+76.02, SS-1CONST. STD. 4' SSMHW/ CONC. COLLARRIM=652.05STA. 0+34.23, SS-1CONNECT TO EXISTING 4' MANHOLECONTRACTOR TO FIELD VERIFYLOCATION & ELEVATION PRIOR TOCONSTRUCTION & NOTIFY ENGINEEROF ANY DISCREPANCIESRIM=652.66STA. 0+00.00, SS-1PROP 8" FL OUT(S)=644.01PROP 8" FL IN(NE)=644.11PROP 8" FL OUT(SE)=642.94PROP 8" FL IN(N)=643.04PROP 8" FL OUT(SW)=646.25PROP 8" FL IN(SE)=646.35PROP 8" FL OUT(W)=647.51PROP 8" FL IN(E)=647.61EXISTING 6" FL IN(E)=643.10EXISTING 6" FL OUT(S)=642.70PROP 8" FL IN(N)=643.10PROP GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPEACCEPTABLE BACKFILLCOMPACTED TO 95%STANDARD PROCTORDENSITY PER CITYDETAIL S-82.1'3.1'96 LF PERM. CONCRETE PAVEMENT REPAIR,BACKFILL, AND EMBEDMENT PERCITY DETAIL P-13 & S-8FL=643.10FL=643.30FL=643.50FL=643.70FL=643.90FL=644.30FL=644.70FL=645.10FL=645.50FL=645.90FL=646.42FL=646.98FL=647.65FL=648.50FL=649.36FL=650.21EX GRADEAT ℄ OF PIPECONST. STD. 4' SSMHRIM=656.87STA. 0+00.00, SS-2CONST. STD. 4' SSMHRIM=658.64STA. 2+29.73, SS-2PROP 8" FL OUT(W)=651.13PROP 8" FL IN(E)=651.23PROP 8" FL IN(N)=651.23PROP 8" FL IN(NE)=652.25PROP 8" FL OUT(SW)=652.15310 LF OF 8" SS @ 2.1%228 LF OF 8" SS @ 0.4%PROP GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPEACCEPTABLE BACKFILLCOMPACTED TO 95%STANDARD PROCTORDENSITY PER CITYDETAIL S-8FL=651.43FL=651.63FL=651.83FL=652.03FL=652.68FL=653.73FL=654.78FL=655.83FL=656.88FL=657.93254 LF OF 8" SS @ 4.3%CONST. STD. 4' SSMHRIM=656.87STA. 8+54.12, SS-1CONST. STD. 4' SSMHRIM=668.99STA. 11+08.47, SS-1PROP 8" FL OUT(W)=651.13PROP 8" FL IN(E)=651.23PROP 8" FL IN(N)=651.23PROP 8" FL OUT(W)=662.17PROP GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPE206 LF OF8" SS @ 1.7%254 LF OF8" SS @ 4.3%FL=651.06FL=653.21FL=655.36FL=657.51FL=659.66FL=661.81FL=1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASPROP SS-18+00 9+000+00 1+00 2+00 3+00 4+00635640645650655660665635640645650655660665PROP SS-10+00640645650655660665670PROP SS-26305+006+00 7+008+0063010+00 11+006406456506556606656706756751+00 2+00 3+00 4+00 5+00SAN. SEWER PROFILE6
CONST. STD. 4' SSMHRIM=665.39STA. 5+42.19, SS-2CONST. STD. 4' SSMHRIM=669.68STA. 7+53.68, SS-2CONST. STD. 4' SSMHRIM=669.84STA. 12+28.02, SS-2PROP 8" FL IN(E)=658.91PROP 8" FL OUT(SW)=658.81PROP 8" FL IN(N)=663.24PROP 8" FL OUT(W)=663.14PROP 8" FL OUT(S)=665.15474 LF OF 8" SS @ 0.4%211 LF OF 8" SS @ 2.0%PROP GRADEAT ℄ OF PIPEPROP GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPE310 LF OF8" SS @ 2.1%FL=659.07FL=660.07FL=661.07FL=662.07FL=663.07FL=663.43FL=663.63FL=663.83FL=664.03FL=664.23FL=664.43FL=664.63FL=664.83FL=665.031/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXAS645650655660665670PROP SS-26456506556606656706756755+006806806+00 7+00 8+00 9+00 10+00 11+00 12+00SAN. SEWER PROFILE7
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.LOT 720,242 SQ. FT.LOT 630,148 SQ. FT.LOT 520,103 SQ. FT.LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 2324,245 SQ. FT.LOT 20.24,170 SQ. FT.LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.LOT 1, BLOCK 1CECIL OAKSCAB. B, SLIDE 131P.R.T.C.T.LOT 1, BLOCK 2BRANSFORD ESTATES ADDITIONCAB. A, SLIDE 12108P.R.T.C.T.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.LOT 2RA, BLOCK 1BRANSFORD ESTATESCAB. A, SLIDE 11948P.R.T.C.T.BLOCK COAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 1LOT 2OAKLEIGH LANE(50' R.O.W.)BLOCK BOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK XOAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 6LOT 7LOT 8SHELTON DRIVE(VARIABLE WIDTH R.O.W.)REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROAD)VOL. 10146, PG. 640 P.R.T.C.T.0.2487 ACREONCOR ELECTRIC DELIVERY COMPANYDOC. NO. D211108590 P.R.T.C.T.CITY OF COLLEYVILLEVOL. 6733, PG. 1288 P.R.T.C.T.O. C. STRUM SURVEY, A-1487J. J. NEWTON SURVEY, A-117650' ROADWAY & ELECTRICAL EASEMENTVOL. 9694, PG. 5 P.R.D.C.T.50' INGRESS AND EGRESS EASEMENTDOC. NO. D211108745 P.R.D.C.T.PRESTON WAYPRESTON COURT15.71 AC.684,266 SQ.FT.G&H GROUP, LLCDOC. NO. D218261602P.R.T.C.T.PROP 15'SAN. SEWER ESMT.EX 10' U.E.EX 15' U.E.ROWLINETYP.ROWLINETYP.EXIST. OFF-SITEDETENTION PONDDOWNSTREAMPOINT 1PROP 4'DROP INLET B-4EX. OFF-SITEDETENTION PONDDRAINING TOON-SITEEX. 2'x4'SPILLWAYAAFLOW PATH USEDIN TIME OFCONCENTRATIONCALCULATIONEX. 18" CMPFLOW PATH USEDIN TIME OFCONCENTRATIONCALCULATIONPROP 5'X3'BOX CULVERTPROP 15'C.I. B-3RETAININGWALL ORIFICEPROP24" SDPROP 21"SD-4PROP 4'X2'BOX CULVERTSD-1SD-1PROP 24" SD-3PROP 24" SD-1PROP 10' C.I. B-1PROP 10' C.I. B-2PROP 24" SD-2EX CONC. WEIR STRUCTUREDETENTION POND OUTFALLREF. TABLE 1.0 FROMRECORD DRAWINGSEX. PVC COATEDMACCAFERRI GALVANIZEDGABION MATTRESS CELLSEX RETAINING WALLTW EL.=661.00BW EL.-655.10EX DRAINAGEEASEMENT℄EX. GRADE22.44%19.06%5.09%5.9' WIDECHANNELBOTTOMFULL VELOCITY CALCULATION BASED ON Q REQUIREDTHE CALCULATIONS SHOWN ARE THE EXISTING SWALELOCATED NEXT TO THE RAIL ROAD (DOWNSTREAM POINT 1)LOCATED SOUTH-WEST OF THE PROPERTY.THE MANNING EQUATION WAS USED IN CALCULATING THECHANNEL CAPACITY AND VELOCITYTHE MANNING'S ROUGHNESS COEFFICIENT 'N' VALUE AREFROM TABLE 3.5 OF THE ISWM HYDRAULICS MANUALTHE TOTAL RUNOFF CAPACITY REQUIRED IS BASED ON THEDRAINAGE AREA MAP RUNOFF DRAINING TO THIS POINT.Q100=77.24CFSCALCULATED WATER DEPTH=1.65' AT REQUIRED RUNOFF RATEFL EL.=648.61100YR WSEL.=649.97SCALE:1"=40' HORZ.1"=4' VERT.Mannings Equations for Channel (Velocity Calculation)Slope A Wp Manning's Full Vel.% sq.ft. ft n (ft/s)2.16 18.80 20.69 0.035 5.87Mannings Equations for Channel (Capacity Calculation)Slope A Wp Manning's Full Capacity% sq.ft. ft n (cfs)2.16 18.80 20.69 0.05 77.24Mannings Equations for Channel (Capacity Calculation)Slope A Wp Manning's Full Capacity% sq.ft. ft n (cfs)2.16 72.01 56.38 0.05 371.291/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN240160800LEGENDGENERAL NOTES - STORM DRAINAGE IMPROVEMENTS1. ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALLBE ASTM C76, CLASS III, IV, V REINFORCED CONCRETE PIPE(RCP), INSTALLED WITH A BELL AND A SPIGOT AND JOINTEDWITH RAM NECK.2. BACKFILL SHALL BE ¾ TO 1" ROCK, 6 " MINIMUM FOR THEBEDDING (MORE IF GROUND WATER IS ENCOUNTERED), ANDROCK PLACED UP TO THE CENTER OR SPRING LINE OF THEPIPE. TRENCH SHALL BE EXCAVATED WIDE ENOUGH TO GETA MECHANICAL TAMPER BESIDE THE PIPE TO ACHIEVE 95%DENSITY.3. AFTER COMPLETION OF ALL STORM SEWER INSTALLATION,THE CONTRACTOR SHALL PERFORM A TELEVISIONINSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLICWORKS DEPARTMENT INSPECTIONS.4. INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHINOR NEAR THE SITE. A LETTER INCLUDING THE LOCATIONAND ELEVATION OF THE BENCHMARK MUST BE SUBMITTEDTO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OFTHE PROJECT AS WELL AS IN THE GIS ASSETS FORM.5. ALL STORM SEWER PIPES LARGER THAN 36" MUST BE WIPEDWITH NON-SHRINK GROUT AFTER INSPECTION ANDAPPROVAL.6. NO PRE-CAST INLETS ARE ALLOWED.FLOW ARROWHIGH POINTDRAINAGE DIVIDEEXISTING CONTOURPROPOSED CONTOURDRAINAGE AREA4.02ACDRAINAGE AREAAREABASIN B-27.94ACZONING: R-20ASSUMPTIONS:THE CITY OF COLLEYVILLE LAND DEVELOPMENT CODE WAS REFERENCEFOR THE CM CALCULATIONS SHOWN.CHAPTER 14 ENGINEERING DESIGN STANDARDS.SECTION 14-170 DRAINAGE AND STORM SEWER IMPROVEMENTS WASREFERENCE TO DETERMINE BOTH THE RUNOFF COEFFICIENT 'C' VALUE,AND TIME OF CONCENTRATION.C=0.60 PER ZONING (SINGLE FAMILY RESIDENTIAL)C=0.30 PER ZONING (UNDEVELOPED)TC=15 MINUTES - THE MIN. TC PER ZONING (SINGLE FAMILY RESIDENTIAL)I=STORM INTENSITY IN/HR. AS STATED UNDER THIS SECTION, THEINTENSITY OF RUNOFF IN INCHES PER HOUR (REFERENCE CHART FROMTHE FORT WORTH DRAINAGE MANUAL)A=DRAINAGE AREA IN ACRESTHE RATIONAL METHOD EQUATION Q=CIA=FLOW IN CFSBASIN A2.23ACZONING: R-20BASIN B-12.34ACZONING: R-20BASIN OS-13.38ACZONING: R-20BASIN OS-21.50ACZONING: AGTHE TIME OF CONCENTRATION CALCULATIONSSHOWN ARE BASED ON THE NRCS TR-55METHODOLOGY AS OUTLINED ON THE ISWMHYDROLOGY DESIGN MANUAL.THE MINIMUM TIME OF CONCENTRATIONVALUE ARE USED FOR ALL DRAINAGE AREASTHAT HAVE A TIME OF CONCENTRATIONBELOW THE MIN. TIME OF CONCENTRATION.FROM OAKLEIGH SUBDIVISION RECORD DWGSTABLE 1.0 - DETENTION POND OUTFALLSTORMEVENTFREQUENCYWSEL (FT)ORIFICEFLOW (CFS)WEIR FLOW(CFS)TOTALFLOW (CFS)2-YR658.70 7.36 0.00 7.365-YR 659.06 8.37 0.00 8.3710-YR 659.25 8.85 0.00 8.8525-YR 659.53 9.51 1.26 10.7750-YR 659.74 9.98 6.78 16.76100-YR 659.96 10.46 15.46 25.92BASIN B-31.74ACZONING: R-20BASIN B-41.46ACZONING: R-20POST-DEV.DRAINAGE AREAMAP8NOTE:CHANNEL DESIGN CAPACITY PER "THE OAKCREEK HILLS AND RUSTIC OAKS PAVING ANDDRAINAGE IMPROVEMENT" PAGE D-11 IS 113 CFSPost Development ConditionsDA Sheet Flow Shallow Concentrated Flow Channel FlowTotal Travel TimeBasinLength(ft)Slope(ft/ft)Manning'sN2yr 24-hrPrec. (in)Tc (min)CoverLength(ft)Slope(ft/ft)Velocity(ft/s)Tc (min)TypeAssumedVelocity(ft/s)Length(ft)Slope(ft/ft)Tc (min) Tc (min)B & OS 100 0.009 0.150 3.36 13.11Unpaved145 0.009 1.52 1.59Swale3 736.7 0.014 4.09Pipe8 40 0.018 0.08Swale3 596 0.020 3.31Pipe8 387 0.005 0.81Swale3 165 0.009 0.9223.91PRESTON MANOR ADDITIONPOST DEVELOPMENT RUNOFF CALCULATIONSAREAAREA(ac.)C C*ATc (min) I2 (in/hr) Q2 (cfs) I5 (in/hr) Q10 (cfs) I10 (in/hr) Q10 (cfs) I25 (in/hr) Q25 (cfs) I50 (in/hr) Q50 (cfs) I100 (in/hr) Q100 (cfs)CommentsBasin A: Drains north-east to the existing Bransford Rd.A2.23 0.60 1.34 15 3.90 5.22 4.86 6.50 5.53 7.40 6.46 8.64 7.20 9.63 7.98 10.68Overland FlowBasin B: (Drains to Downstream Point 1) To the exist. swale next to the Railroad track swaleB-12.34 0.60 1.40 23.91 3.024.243.85 5.41 4.40 6.18 5.19 7.29 5.80 8.14 6.47 9.08Overland to OS-1B-27.94 0.60 4.76 23.91 3.02 14.39 3.85 18.34 4.40 20.96 5.19 24.73 5.80 27.63 6.47 30.82C.I to SD systemB-31.740.60 1.04 23.91 3.02 3.15 3.85 4.02 4.40 4.59 5.19 5.42 5.80 6.06 6.47 6.75C.I to SD systemB-41.46 0.60 0.88 23.91 3.02 2.65 3.85 3.37 4.40 3.85 5.19 4.55 5.80 5.08 6.47 5.67Overland flowBasin OS-2: (Drains to Downstream Point 1) To the exist. swale next to the Railroad track swaleOS-21.50 0.30 0.45 23.91 3.02 1.36 3.85 1.73 4.40 1.98 5.19 2.34 5.80 2.61 6.47 2.91Overland flowBasin OS-1: Drains to Basin COS-13.38 0.60 2.03 23.91 3.02 6.12 3.85 7.81 4.40 8.92 5.19 10.53 5.80 11.76 6.4713.12Ret. wall orifice
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASSTORM DRAIN LINE SD-2 WAS DESIGNED TO HANDLE THE CAPACITY OF THE PEAKSTORM RUNOFF ENTERING THE SYSTEM FROM THE OAKLEIGH SUBDIVISION OFF-SITEDETENTION. 25.92CFS WILL BE RELEASED IN THE 100-YR STORM EVENT CONDITIONAT APPROXIMATELY 60 MIN. INTO THE 100-YR STORM EVENT.RECORD SHEETS C-14 & C-15 FROM THE OAKLEIGH SUBDIVISION PLAN SET WASREFERENCED TO DETERMINE THIS VALUE.THE PEAK STORM RUNOFF FOR "PRESTON MANOR" WILL OCCUR AT 22.85 MINUTESTHE POND RUNOFF AT THE PEAK STORM RUNOFF FOR "PRESTON MANOR" IS 8.98 CFS.MAX 1.52 AC-FT100-YR STORM EVENTPOND STORAGE VOLUMESTORM DRAIN SD-2 ASSUMPTIONS:THE CRITICAL INLET TIME FOR LINE SD-2 IS 22.90 MIN. THIS IS BASED ON THETIME OF CONCENTRATION FOR THE DOWNSTREAM SD LINE SD-1 AT STA 2+80.4MH JUNCTION + (PLUS) THE TRAVEL TIME FROM THE MH JUNCTION UPSTREAM TOTHE 4' DROP INLET.THE OFF-SITE OAKLEIGH SUBDIVISION RECORD DWGS WAS REFERENCE TODETERMINE THE Q BEING RELEASED FROM THE DETENTION POND AT THIS TIME.FROM TABLE 1.2 THE STORAGE VOLUME IS 50,118.03 FT^3 AT THE 22.90 MIN. TC.AT THIS STORAGE VOLUME FROM TABLE 1.1 WE CAN CALCULATE THE WSEL TO BE659.31' WHICH IS ABOVE THE ORIFICE AND BELOW THE WEIR. MEANING THAT THEQ RELEASED IS UNDER ORIFICE ONLY CONDITIONS.THE ORIFICE EQUATION USED TO DETERMINE THE RUNOFF IS UNDER THE SAMEASSUMPTIONS AS THE OAKLEIGH SUBDIVISION RECORDS. BELOW ARE THECALCULATIONS. 8.98CFS IS ENTERING STORM DRAIN LINE SD-2 AT THE CRITICALTIME OF CONCENTRATION FOR THE PRESTON MANOR ADDN. SYSTEM.PER "OAKLEIGH SUBDIVISION" RECORD DRAWING, THE5.5'X0.25' ORIFICE FLOWLINE IS AT THE 657.59' ELEV.AND THE WEIR ELEVATION IS AT 659.43'INLET & HYDRAULICCALCULATIONS9SUMP INLET CAPACITY CALCULATION TABLEINLET INLET GUTTERCROWN CONTRIBUTING AREASROW GUTER DEPTH DEPTH OF DEPTH OF CAPACITY LENGTH OF CAPACITY CARRY- PERCENT Q100LOCATION NO. SLOPE SLOPE RUNOFF TIME OF DESIGN PEAK CAPACITY CARRY FLOW OFDEPRESSION FLOW AT OF INLET INLET OF INLET OVER INTO CAPTURED BYSo SxAREA AREAAREA COEF. CONCEN. FREQUENCY INTENSITY FLOW OVER Qo n=.013 GUTTER OPENINGPER FOOT OPENING L OVER INLET NOTES1%2%(ACRES) C (MIN.) (IN.HR) (CFS) (CFS) (CFS) n=.016 1/Fo So^(.5) FLOW OF LENGTH OR P FLOWFo0.56/n Yo a Y Q/L QFT/FT FT/FTCFS FT FT FT CFS/FT FT CFS CFS %12 34 5 6 7 8 9 10 11 12 13Laila Ct. 0+00 40 RT. (LowPoint) B30.00500.02 B-4 100% B-2 50% 5.43 0.60 15 100-YEAR7.9826.0 55.3 0.0 26.0 35.0 50.0 0.07 0.56 0.333 0.89 2.5215.037.8 0.00 100.00%Drop Inlet B40.00500.02 OS-S 100% X 100% 7.49 0.60 30 100-YEAR5.7725.9 40.3 0.0 25.9 35.0 50.0 0.07 0.56 0.333 0.89 2.5216.040.3 0.00 100.00%PROPOSED CONDITIONS HYDRAULIC CALCULATIONSFROM TO PIPELENGTH DRAINAGE AREA RUNOFF INCR TOTAL TIME OF CONCEN.5-YEAR100-YEARQ-5 Q-100INLETBYPASSQPIPEBOX CULVERTn Sf HGL HEAD LOSS CALCULATIONS DESIGN INVERT ELEV T/CCOMMENTSINCREMENTAL AREATOTALAREA"C" CA CA INLET TRAVELTOTALINTENSITYINTENSITYRUNOFF RUNOFFQ INROWPIPE SIZE D/S U/SV1(IN) V2(OUT) V12/2g V22/2gKjKjV12/2gHk HGL FROM TO ELEVFEETArea 1%Area 2%(ac) (ac)MIN MIN MIN IN/HR IN/HR CFS CFS CFS CFS IN FT FT FT/FT ELEV ELEVFT/SECFT/SECFT FT FT FT ELEV FT FT FT1234567891011 12131415 161718 19 19a 2021 22232425 262728 29 30 31 33 32 34STORM DRAIN LINE "SD-1"463.9 444.8 19.1 B-2 25% X 100% 1.99 1.99 0.60 1.19 1.19 15.0 0.1 15.14.9 8.05.8 9.5 0.0 9.5 24 - - 0.013 0.0018 652.82 652.86 0.00 3.02 0.00 0.14 1.25 0.000.18 653.03 651.59 651.41 657.24 Partial Flow444.8 425.5 19.3 X 100% X 100% 0.00 1.99 0.60 0.00 1.19 15.1 0.1 15.24.8 8.05.8 9.5 0.0 9.5 24 0.013 0.0018 654.29 654.32 3.02 3.02 0.14 0.14 0.43 0.06 0.10 654.42 651.41 651.23 657.24 Partial Flow425.5 280.4 145.1 B-2 25% X 100% 1.99 3.97 0.60 1.19 2.38 15.2 0.4 22.564.8 7.911.5 18.9 0.0 18.9 24 0.013 0.0070 652.82 653.83 3.02 6.02 0.14 0.56 0.75 0.11 0.46 654.29 651.23 649.87 657.24 Partial Flow280.4 167.2 113.2 B-1 100% OS-1 100% 7.97 11.94 0.60 4.78 7.16 22.56 0.3 22.874.0 6.728.5 47.7 0.0 47.7 4 2 0.013 0.0027 652.10 652.41 6.02 5.97 0.56 0.55 0.25 0.14 0.41 652.82 649.87 649.53 655.10 Partial Flow167.2 118.6 48.6 B-3 100% B-2 50% 5.71 17.65 0.60 3.43 10.59 22.87 0.2 23.054.0 6.641.9 70.1 0.0 70.1 5 3 0.013 0.0009 651.96 652.00 5.97 4.68 0.55 0.34 0.50 0.28 0.10 652.10 649.53 649.44 654.50 Partial Flow118.6 0 118.6 X 100% X 100% 0.00 17.65 0.60 0.00 10.59 23.05 0.4 23.473.9 6.641.7 69.8 0.0 70.1 5 3 0.013 0.0009 651.63 651.74 4.68 4.68 0.34 0.34 0.35 0.12 0.22 651.96 649.44 649.20 654.50 Partial FlowSTORM DRAIN LINE "SD-2"167.3 0 167.3 X 100% X 100% - - - - - 22.56 0.3 22.90--- 25.9 0.0 25.9 24 - - 0.013 0.0131 651.87 654.07 0.00 8.25 0.00 1.06 1.25 0.001.32 655.39 651.19 649.87 657.02 Partial FlowSTORM DRAIN LINE "SD-3"162.5 0 162.5 B-1 100% OS-1 100% 5.72 5.72 0.60 3.43 3.43 22.19 0.4 22.564.0 6.713.8 23.1 0.0 23.1 24 - - 0.013 0.0104 651.46 653.15 0.00 7.35 0.00 0.84 1.25 0.00 1.05 654.20 651.55 649.87 653.55 Partial FlowSTORM DRAIN LINE "SD-4"19.2 0 19.2 B-2 25% X 100% 1.99 1.99 0.60 1.19 1.19 15.0 0.1 154.9 8.05.8 9.5 0.0 9.5 21 - - 0.013 0.0036 652.11 652.18 0.00 3.95 0.00 0.24 1.25 0.000.30 652.48 651.74 651.35 657.11 Partial FlowCOMPUTATION SHEET FOR DETERMINING CAPACITY OF CURB OPENING INLET ON GRADE (DEPRESSED)ON-GRADE INLET CAPACITY CALCULATION TABLEINLET DRAINAGE AREA"So" Cross Slope Cross Slope DEPTH ALLOW. DEPTH ALLOW.SPREAD ALLOW. SPREAD ALLOW. Equivalent STREET MANNING'S 5-YEAR 5-YEAR 5-YEAR 5-YEAR 100-YR. 100-YEAR 100-YEAR 100-YEAR RIGHT- DESIGN DESIGN INLET INLET INLET 5-YEAR 100-YEAR COMMENTSDESIGN INLET STATION AREA NO. AREA RUNOFF CONC. STREET of Pavement of Gutter OF FLOW DEPTH OF FLOW DEPTHOF FLOWSPREAD OF FLOW SPREADCross Slope SECTION COEFFICIENT INTENS. RUNOFFCARRY- TOTAL INTENS. RUNOFF CARRYOVER TOTAL OF-WAY STORM REQUIREDPROVIDED EFFICIENCYCAPACITYCARRYOVERCARRYOVERPOINT NO.AREA(ACRES) TIME LONG SLOPE Sx S'x Yo Yo Sp Sp Se (TYPE) FOR PAVEMENT (IN/HR) (CFS) OVER GUTTER Q (IN/HR) (CFS) FLOW GUTTER QCAPACITY LTL L/LTE (CFS) FLOW FLOW1%"c" (MIN) (FT/FT) (FT/FT) (FT/FT) (5-YEAR) (100-YEAR) (5-YEAR) (100-YEAR) (FT/FT) "n" FLOW (CFS) (CFS) (CFS) (CFS) (FT) "q" (CFS) "q" (CFS)(FT) (FT) FT FT12 3 4 5 67 8 9 10 11 12 13 14 15 161718 19 20 21 22 23 24 25 26 272829 30 31 32 33B1 B1Laila Ct. Sta. 2+76.5B-225%1.99 0.60 150.0050.028 0.28 0.35 0.32 0.40 0.783 17.4 14.0 20.0 50.0 0.28ROOFTOP0.0185.536.6 0.0 6.67.989.5 0.0 9.544.9100-YEAR 9.6 101.001.009.5 0.0 0.0B2 B2Laila Ct. Sta. 2+57.0B-225%1.99 0.60 150.0050.028 0.28 0.35 0.32 0.40 0.783 17.4 14.0 20.0 50.0 0.28ROOFTOP0.0185.536.6 0.0 6.67.989.5 0.0 9.544.9100-YEAR 9.6 101.001.009.5 0.0 0.0FROM OAKLEIGH SUBDIVISION RECORD DWGSTABLE 1.1 - POST-PROJECT RESULTS SUMMARY TABLEStorm EventQin, Max(cfs)Qout, Max(cfs)Qout,Allowable(cfs)WSELmax(ft)Vmax (ac-ft)Normal Pool --- --- --- 657.34 2.992-YR 29.88 7.36 8.81 658.7 0.795-YR 38 8.37 12.5 659.06 1.0010-YR 43.37 8.85 15.17 659.25 1.1125-YR 51.02 10.77 19.09 659.53 1.2750-YR 57.02 16.76 22.2 659.74 1.39100-YR 63.53 25.92 25.99 659.96 1.52FROM OAKLEIGH SUBDIVISION RECORD DWGSTABLE 1.2 - DETENTION VOLUMEStorm Inflow Outflow Storage ft^310 52182 24872 2731015 67534 28771 3876320 79541 32669 4687130 97580 40466 5711440 110903 48263 6263950 121426 56060 6536660 130114 63857 6625770 137513 71654 6585980 143961 79451 64509Orifice Equation=c*A*Sqrt(2*g*h)c= 0.6A= 1.375 SFg= 32.2 ft/sec^2h= WSEL-Centroid=WSEL-657.47Weir Equation= 8.98cfs
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 20.24,170 SQ. FT.+100+200+300+400+100+1 00 LOT 5LOT 6LOT 7COMMON AREA 5,BLOCK 1RUSTIC OAKSDOC. NO. D171020176P.R.T.C.T.LOT 7REMAINDER OF 4.637 ACRESTEXAS UTILITIES ELECTRIC COMPANYVOL. 9693, PG. 2394P.R.T.C.T.DALLAS AREA RAPID TRANSIT(FORMERLY ST. LOUIS AND SOUTHWESTERN RAILROAD)VOL. 10146, PG. 640 P.R.T.C.T.PROP 8" WLROWLINETYP.LAILA COURTPROP 8" WLPRESTON COURTEXISTING 15'SAN. SEWER ESMT.PROP 8" SSPROP 8" SSLINE SS-1PROP 20' DRAINAGEESMT.PROP 15' SAN.SEWER ESMT.10' U.E.TYP.10' U.E.TYP.STA. 1+18.63, SD-1CONST. HORZ. 45° BENDN: 7011584.16E: 2378103.67STA. 1+67.23, SD-1CONST. 15' CURB INLET B3N: 7011556.12E: 2378143.36STA. -0+00.00, SD-1CONST. STD. 5'X3' BOX CULVERTHEADWALL PER TxDOT STD. FW-0N: 7011564.04E: 2377986.75STA. 4+44.80, SD-1CONST. HORZ. 60° BENDN: 7011516.57E: 2378403.30STA. 4+25.54 SD-1=STA. 0+00.00 SD-4CONST. HORZ. 60° WYEN:7011516.47E:2378384.04STA. 3+00.17, SD-1BEGIN HORZ. CURVEN: 7011499.01E: 2378260.25STA. 2+91.91, SD-1END HORZ. CURVEN: 7011499.31E: 2378252.00STA. 1+67.26, SD-2CONST. 4' DROP INLET B4N: 7011334.69E: 2378233.38STA. 2+80.43 SD-1=STA. 0+00.97 SD-2 =STA. 0+00.00 SD-3CONST. 5 SIDED JUNCTION BOXPER STD. DETAIL D413N:7011500.39E:2378240.57STA. 0+28.32, SD-3BEGIN HORZ. CURVEN: 7011515.88E: 2378263.85STA. 0+38.66, SD-3END HORZ. CURVEN: 7011521.40E: 2378272.59STA. 1+62.46, SD-3PROPOSED SDWALL OPENINGN: 7011592.82E: 2378373.71PROP 15' DRAINAGEESMT.STA. 3+30.51, SD-1PRCN: 7011502.48E: 2378290.27STA. 4+63.91, SD-1CONST. 10' CURB INLET B1N: 7011532.77E: 2378413.43Δ=33°08'24"R=100.00'T=29.75'L=57.84'Δ=17°23'02"R=100.00'T=15.29'L=30.34'Δ=16°22'15"R=400.00'T=57.54'L=114.29'Δ=5°55'24"R=100.00'T=5.17'L=10.34'STA. 2+34.07, SD-1BEGIN HORZ. CURVEN: 7011517.56E: 2378197.96PROP 8" SSPROP8" WLSTA. 0+19.16, SD-4CONST. 10' CURB INLET B2N: 7011500.10E: 2378394.0277 SY OF PROPOSED12" THICK ROCK RIP RAPAND 6" BEDDINGPROP 5'X3'"SD-1"PROP 4'X2'"SD-1"PROP 24""SD-1"PROP 24""SD-1"PROP 21""SD-4"PROP 24""SD-2"PROP 24""SD-3"EXISTINGDRAINAGEEASEMENTEXIST. OFF-SITEDETENTION PONDOAKLEIGH SUBDIVISIONEX CONC. WEIR STRUCTUREDETENTION POND OUTFALLREPAIR EX GABION MATTRESSWITH STANDARD 3'X3'X1' GABIONMATTRESS AT THE PERIMETEROF THE 4' DROP INLETSTA. 1+34.21, SD-2BEGIN HORZ. CURVEN: 7011367.15E: 2378238.96STA. 1+60.39, SD-2END HORZ. CURVEN: 7011341.31E: 2378235.24Δ=15°00'00"R=100.00'T=13.17'L=26.18'40.8'61.2'1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN12080400LEGENDPROPOSED WATER LINEPROPOSED SAN. SEWER LINEPROPOSED STORM SEWER LINEPROPOSED GATE VALVEPROPOSED FIRE HYDRANTPROPOSED SAN. SEWER MANHOLEEXISTING WATER LINEEXISTING GATE VALVEEXISTING FIRE HYDRANTEXISTING SAN. SEWER LINEEXISTING SAN. SEWER MANHOLEOVERALLSTORM DRAINPLAN10RIP RAP GRADATIONSSIEVE SIZESQUARE MESH15 INCH 10070 - 10045 - 7530 - 5512" THICKNESS12 INCH0 - 1010 - 308 INCH6 INCH3 INCH1 1/2 INCHPERCENTPASSINGRIP RAP GRADATIONSSIEVE SIZESQUARE MESH10055 - 10025 - 600 - 106" THICKNESS OF BEDDING3 INCH3/8 INCHNO. 41 1/2 INCH3/4 INCH5 - 30PERCENTPASSING
PROP 48" FL=649.20PROP 48" FL=649.53PROP 48" FL=649.53PROP 48" FL=649.73PROP 48" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.98PROP 24" FL=650.06PROP 24" FL=650.34PROP 24" FL=650.87PROP 24" FL=651.23PROP 21" FL=651.35PROP 24" FL=651.41PROP 24" FL=651.59PROP 5'X3' CLASS III RCB AT 0.2%PROP 4'X2' CLASS III RCB AT 0.3%PROP 24" CLASS III RCP AT 0.9%CONST. 15' CURB INLET B3T/C=654.50STA. 1+67.23, SD-1BEGIN HORZ. CURVESTA. 2+34.07, SD-1END HORZ. CURVESTA. 2+91.91, SD-1BEGIN HORZ. CURVESTA. 3+00.17, SD-1PRCSTA. 3+30.51, SD-1PCCSTA. 3+87.66, SD-1CONST. HORZ. 60° WYESTA. 0+00.00, SD-4STA. 4+25.54, SD-1 =CONST. HORZ. 60° BENDSTA. 4+44.80, SD-1CONST. 10' CURB INLET B1T/C=656.10STA. 4+63.91, SD-1CONST. 5 SIDED JUNCTION BOXPER STD. DETAIL D413RIM=655.11STA. 0+00.00, SD-3STA. 0+00.97, SD-2 =STA. 2+80.43, SD-1 =CONST. STD. 5'X3' BOX CULVERTHEADWALL PER TxDOT STD. FW-0STA. -0+00.00, SD-1EX GRADE AT℄ OF PIPEPROP GRADEAT ℄ OF PIPE100-YR HGLPARTIAL FLOWPROP GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPE100-YR HGLPARTIAL FLOWQ100 REQ'D=70.1CFSQ100 PROV'D=94.3CFSSf=0.0009 ft/ftV=5.85FPSQ100 REQ'D=9.5CFSQ100 PROV'D=21.5CFSSf=0.0018 ft/ftV=6.62FPSQ100 REQ'D=18.9CFSQ100 PROV'D=21.5CFSSf=0.007 ft/ftV=7.71FPSQ100 REQ'D=47.7CFSQ100 PROV'D=50.1CFSSf=0.0027 ft/ftV=6.18FPSPROP 48" FL=649.44CONST. HORZ. 45° BENDSTA. 1+18.63, SD-1PROPOSED 12" THICK ROCKRIP RAP AND 6" BEDDINGAPRON LENGTH BY WIDTHIS 20'X12.5'PROPERTY LINE39.2'DETENTIONORIFICEDEPTH=657.34PROP 24" CLASS III RCP AT 1.4%CONST. 5 SIDED JUNCTION BOXPER STD. DETAIL D413RIM=655.11STA. 0+00.00, SD-3STA. 2+80.43, SD-1 =STA. 0+00.97, SD-2 =CONST. 4' DROP INLET B4TOP=657.24STA. 1+67.26, SD-2PROP 48" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.87PROP 24" FL=652.20EX GRADEAT ℄ OF PIPEPROP GRADEAT ℄ OF PIPEPARTIAL FLOW DURING PEAK OFF-SITEDETENTION RUNOFF OCCURANCE100-YR HGL AT MAX FLOW CONDITIONEX OFF-SITEWEIR STRUCTUREQ100 REQ'D=25.9CFSQ100 PROV'D=25.9CFSSf=0.0104 ft/ftV=9.71FPSSTORM DRAIN "SD-2" WASDESIGNED TO CARRY THE PEAKQ100 OF 25.92CFS FROM THEOAKLEIGH SUBDIVISIONOFFSITE DETENTION POND.PROP 24" FL=651.55PROP 24" FL=650.27PROP 24" FL=650.17PROP 48" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.87PROP 24" FL=649.87PROP 24" CLASS III RCP AT 1.0%PROPOSED SDWALL OPENINGSTA. 1+62.46, SD-3END HORZ. CURVESTA. 0+38.66, SD-3BEGIN HORZ. CURVESTA. 0+28.32, SD-3CONST. 5 SIDED JUNCTION BOXPER STD. DETAIL D413RIM=655.11STA. 0+00.97, SD-2STA. 2+80.43, SD-1 =STA. 0+00.00, SD-3 =PROPRETAININGWALL100-YRHGLPROP GRADEAT ℄ OF PIPEEX GRADEAT ℄ OF PIPEQ100 REQ'D=23.1CFSQ100 PROV'D=23.1CFSSf=0.0104 ft/ftV=7.35FPSOFF-SITEPAD ELEVCONST. 10' CURB INLET B2T/C=656.01STA. 0+19.16, SD-4CONST. HORZ. 60° WYESTA. 0+00.00, SD-4PROP 21" FL=651.74PROP 24" FL=651.23PROP 21" FL=651.35PROP 21" CLASS IIIRCP AT 2.0%PROP GRADEAT ℄ OF PIPEEX GRADE AT℄ OF PIPE100-YR HGLPARTIAL FLOWQ100 REQ'D=9.5CFSQ100 PROV'D=22.4CFSSf=0.0036 ft/ftV=8.93FPS1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASPROP SD-10+00 1+000+00 1+00 2+00 3+00 4+006356406456506556606656700+00 1+00635640645650655660665670PROP SD-2635640645650655660630665PROP SD-30+00635640645650655660665670635640645650655660665670635640645650655660630665PROP SD-4STORM DRAIN PROFILE11
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASWATER DETAILS20
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASSEWER DETAILS21
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASDRAINAGE DETAILS22
LOT 1120,117 SQ. FT.LOT 1220,003 SQ. FT.LOT 1320,020 SQ. FT.LOT 1420,005 SQ. FT.LOT 1621,210 SQ. FT.LOT 1521,093 SQ. FT.LOT 1725,128 SQ. FT.LOT 1920,112 SQ. FT.LOT 1823,505 SQ. FT.LOT 1021,309 SQ. FT.BLOCK COAKLEIGH ADDITIONDOC. NO. D218004068P.R.T.C.T.LOT 1LOT 2OAKLEIGH LANE(50' R.O.W.)LAILA COURTPROP 8" WLEX 10' U.E.PROP8" SSPROP 4'X2'BOX CULVERTPROP24" SDPROP 20'DRAINAGE ESMT.PROP 15'DRAINAGE ESMT.PROP 15' SAN.SEWER ESMT.Δ=25°59'28"R=100.00'T=23.08'L=45.36'Δ=17°23'02"R=100.00'T=15.29'L=30.34'Δ=17°21'36"R=400.00'T=61.07'L=121.20'Δ=36°35'33"R=75.00'T=24.80'L=47.90'PC STA. 6+19.49PC STA. 1+19.93PT STA. 6+67.39PT STA. 2+71.47PT STA. 0+70.36PRC STA. 1
+
5
0
.
2
7
+100+200+300+400+500+600+700PROP 8" WLEX 8" WLPRESTON WAYLAILA COURTSTA. 3+71.11 LAILA COURTN:7011512.78E:2378509.78STA. 0+00.00 PRESTON WAY=STA. 0+25.00 LAILA COURTN:7011512.53E:2378167.29STA. 0+00.00 LAILA COURTN:7011534.58E:2378179.06STA. 6+98.96 LAILA COURTN:7011467.69E:2378826.80ROWLINETYP.PROP8" SSPROP8" WLR15'R15'112223R40'R35'PROPRETAININGWALLPROP ADARAMP TYP.PROP 5'SIDEWAIKSTA. 2+57.02, 15.5' RT.CONST. 10' CURB INLET B2TC=656.00STA. 2+76.47, 15.5' LT.CONST. 10' CURB INLET B1TC=656.10STA. 0+00.23, 40.5' RT.CONST. 15' CURB INLET B3TC=654.5030' FF50' ROWSTA. 0+32.38, 65.3' LT.TC=654.85TC=654.68STA. 1+10.45, 50' LT.RP 15'STA. 0+76.89, 42.0' LT.TC=655.03TC=654.66STA. 0+25.00, 15.5' RT.TC=654.82PROP24" SDEX 15' U.E.VGHP30'R30'R5'R100'R5'R5'R100'R30' BLDG LINE30' BLDG LINE30' BLDG LINE30' BLDG LINEABCDEFGVGPROPOSED ENTRY GATEFOR EMERGENCYACCESS ONLYREF. LANDSCAPE PLANSFOR DETAILS-0.50%0.50%1.50%2.50%3.50%0.50%6.50%PVI STA=6+98.96T/C ELEV= 671.39PVI STA=6+83.96T/C ELEV= 671.47PVI STA=6+68.96T/C ELEV= 671.39PVI STA=6+53.96T/C ELEV= 671.17PVI STA=6+38.96T/C ELEV= 670.7960.00' VCK=20.00e=0.22PVI STA. 5+90.21PVI ELEV.=669.08PVC STA. 5+60.21T/C ELEV.=667.13PVT STA. 6+20.21T/C ELEV.=670.13240.00' VCK=40.00e=1.80PVI STA. 4+00.00PVI ELEV.=656.72PVC STA. 2+80.00T/C ELEV.=656.12PVT STA. 5+20.00T/C ELEV.=664.52EX GROUNDAT 25' RT.EX GROUNDAT 25' LT.PROP. T/CGRADEEX GROUNDAT CLCL PRESTON WAY654.97655.22655.47655.72655.97656.27657.08658.52660.58663.27666.47669.32671.07PVI STA. 3+44.97T/C ELEV.=656.97PVI STA. 3+95.97T/C ELEV.=658.38ACCEPTABLE BACKFILLCOMPACTED TO 95%STANDARD PROCTORDENSITY PER CITYDETAIL P-131.7'31.7'33.2'33.2'0.54%T/C ELEV. 654.84POINT "B"T/C ELEV.=654.67POINT "A"T/C ELEV.=654.85POINT "D"T/C ELEV.=654.67RT. & LT. PVI STA. 1+10.45T/C ELEV.=655.27POINT "C"T/C ELEV.=654.500.50%1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN12080400LEGENDLAILA COURT6706756656600+00 1+00 2+00 3+00 4+006556506456405+00 6+00 7+00 8+00NOTE:ALL INTERNAL SIDEWALK WILL BECONSTRUCTED BY HOMEBUILDER.DEVELOPER CONSTRUCTED SIDEWALKREF. PAVING DETAIL SHEETPROPOSED ROAD PAVEMENTREF. PAVING DETAIL SHEETEXPANSION JOINT67067566566065565064564076°34'25"346°57'39"244°51'01"1LAILA COURTPAVINGSTA. 0+00 TO END12
LOT 1120,117 SQ. FT.LOT 1420,005 SQ. FT.LOT 1920,112 SQ. FT.LOT 1021,309 SQ. FT.LOT 920,077 SQ. FT.LOT 820,247 SQ. FT.LOT 720,242 SQ. FT.LOT20,103 SLOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 20.24,170 SQ. FT.PROP 8" SSROWLINETYP.LAILA COURTPRESTON WAYPRE+100+200+300+400+500+600+700+800+900PC STA. 4+17.37PC STA. 0+86.05PT STA. 5+08.12PT STA. 2+43.13Δ=41°35'48"R=125.00'T=47.48'L=90.75'Δ=44°59'55"R=200.00'T=82.84'L=157.07'PROP8" SSPRESTON WAYRTPRESTON WAY30' FF
50' ROW 30' FF50' ROWPROP8" WLROWLINETYP.30' FF50' ROWPROP ADARAMP TYP.12223R40'STA. 7+26.38 PRESTON WAYN:7011895.19E:2379004.54R35'R35'R35'STA. 6+70.40, 39' RT.RP 15'STA. 7+81.75, 39' RT.RP 15'PROPRETAININGWALLPROP 5'SIDEWALKVG30'R30'R5'R100'R5'R5'R100'R30' BLDG LINE30' BLDG LINE30' BLDG LINEA
A
STA. 0+00.00 "PRESTON WAY"=STA. 3+71.11 "LAILA COURT"N:7011512.78E:2378509.78VGVGABCDEFP165.00' VCK=30.00e=1.13PVI STA. 4+01.18PVI ELEV.=659.60PVC STA. 3+18.68T/C ELEV.=659.19PVT STA. 4+83.68T/C ELEV.=664.55110.00' VCK=20.00e=0.76PVI STA. 5+54.41PVI ELEV.=668.80PVC STA. 4+99.41T/C ELEV.=665.50PVT STA. 6+09.41T/C ELEV.=669.070.50%6.00%0.50%1.00%EX GROUNDAT 25' RT.EX GROUNDAT CLEX GROUNDAT 25' LT.PROP. T/CGRADECL LAILA COURT658.10658.35658.60658.85659.10659.51660.70662.72665.53667.89669.00669.27669.67670.17670.58ACCEPTABLE BACKFILLCOMPACTED TO 95%STANDARD PROCTORDENSITY PER CITYDETAIL P-1LT. PVI STA. 0+15.50, 26.2' LT.T/C ELEV.=656.971.3% LT.-0.8% RT.STA. 6+70.40, 15.5' RT."POINT A"T/C ELEV.=669.38STA. 7+81.75, 15.5' RT."POINT F"T/C ELEV.=670.49PROP. T/CGRADERT. PVI STA. 0+70.00, 15.5' RT.T/C ELEV.=657.95RT. & LT. PVI STA. 1+00.00T/C ELEV.=658.101/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN12080400LEGENDPRESTON WAY6706756656600+00 1+00 2+00 3+00 4+006556506455+00 6+00 7+00 8+00DEVELOPER CONSTRUCTED SIDEWALKREF. PAVING DETAIL SHEETPROPOSED ROAD PAVEMENTREF. PAVING DETAIL SHEETEXPANSION JOINT670675665660655650645680680PRESTON WAY -DETAIL 1SEE SHEET 1555°07'41"366°38'35"255°04'28"1NOTE:ALL INTERNAL SIDEWALK WILL BECONSTRUCTED BY HOMEBUILDER.PRESTON WAY PAVINGSTA. 0+00 TO 8+0013NOT TO SCALE2 %SLOPESTREET CLSECTION A-A2 %SLOPE2 %SLOPE
LOT 420,040 SQ. FT.LOT 320,040 SQ. FT.LOT 2120,937 SQ. FT.LOT 2229,986 SQ. FT.LOT 2324,245 SQ. FT.T.LOT 2420,304 SQ. FT.LOT 220,040 SQ. FT.LOT 122,486 SQ. FT.LOT 1, BLOCK 1THORNE ADDITIONCAB. A, SLIDE 9787P.R.T.C.T.CITY OF
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.EX 8" WLPRESTON WAYPRESTON WAYPROP8" SS+800+900+1000+1100+1200+1300+1400+1500PC STA. 14+82.45PC STA. 13+17.99PC STA.
1
2
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4
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6 PT STA. 13+95.61PT STA. 13+06.33Δ=29°59'03"R=125.00'T=33.48'L=65.42'Δ=14°49'27"R=300.00'T=39.03'L=77.62'Δ=48°34'11"R=75.00'T=33.84'L=63.58'PRESTON WAYPROP8" WLPROP8" WL30' FF
50' ROW
W30' FF
50' ROW STA. 15+47.87 PRESTON WAYN:7012571.11E:2379230.49CONTROL POINT NO. 66MAG NAIL W/ WASHER IN CONC.N:7012602.79E:2379279.71ELEVATION=665.94'PROP ADARAMP TYP.3STA. 7+26.38 PRESTON WAYN:7011895.19E:2379004.54R35'R35'R10'R15'ROWLINETYP.STA. 7+81.75, 39' RT.RP 15'HP79' ROWE30' BLDG LINE30' BLDG LINE30' BLDG LINEA
GEFPROPOSEDENTRY GATEREF. LANDSCAPEPLANS FOR DETAILS52.00' VCK=40.00e=0.08PVI STA.9+95.00PVI ELEV.671.56PVC STA. 9+69.00T/C ELEV.=671.43PVT STA. 10+21.00T/C ELEV.=671.35PVI STA=12+28.78T/C ELEV= 669.69PVI STA=15+47.87T/C ELEV= 666.50-0.80%-1.00%0.50%PROP. T/CGRADEEX GROUNDAT 25' RT.EX GROUNDAT 25' LT.EX GROUNDAT CL670.83671.08671.33671.46671.12670.72670.32669.92669.47668.97668.47667.97667.47666.970.50%PROP. T/CGRADE1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN 12080400LEGENDPRESTON WAY6706756656608+00 9+00 10+00 11+00 12+0065565064513+00 14+00 15+00NOTE:ALL INTERNAL SIDEWALK WILL BECONSTRUCTED BY HOMEBUILDER.DEVELOPER CONSTRUCTED SIDEWALKREF. PAVING DETAIL SHEETPROPOSED ROAD PAVEMENTREF. PAVING DETAIL SHEETEXPANSION JOINT670675665660655650645680680PRESTON WAY -DETAIL 2SEE SHEET 15PRESTON WAY PAVINGSTA. 8+00 TO END14
+100PC STA. 0+86.05+300+40015' FFTYP. 5' PROPSIDEWALK BYHOMEOWNERPRESTON WAYLAILA COURTTYP. 5' PROPSIDEWALKPROP ADARAMP TYP.15' FF30'R30'R5'R100'R5'R5'R100'R18'VGSTA. 0+29.80, 9.8' LT.TC=657.678.2'9.8'STA. 0+41.60, 9.8' LT.TC=657.81STA. 0+74.78, 5.7' LT.TC=658.18STA. 0+74.87, 3.1' RT.TC=657.76STA. 0+56.91, 6.5' RT.TC=657.80STA. 0+38.98, 8.2' RT.TC=657.72STA. 0+29.88, 8.2' RT.TC=657.53STA. 0+70.00, 20.3' RT.LOW POINTTC=657.95+1300+1400+1500PC STA. 14+82.45PC STA. 13+17.99PT STA. 13+95.61PT STA. 13+06.33Δ=29°59'03"R=125.00'T=33.48'L=65.42'Δ=14°49'27"R=300.00'T=39.03'L=77.62'Δ=48°34'11"R=75.00'T=33.84'L=63.58'5'R5'R5'R30'R10'R10'R24' FF15' FF15' FF15' FF25'R34'R25'R25'R25'R15'R10'RTYP. 5' PROPSIDEWALK BYHOMEOWNER19'18.9'9.2'30' FFPRESTON WAYPRESTON WAY1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASGRAPHIC SCALE IN FEETN6040200LEGENDNOTE:ALL INTERNAL SIDEWALK WILL BECONSTRUCTED BY HOMEBUILDER.DEVELOPER CONSTRUCTED SIDEWALKREF. PAVING DETAIL SHEETPROPOSED ROAD PAVEMENTREF. PAVING DETAIL SHEETEXPANSION JOINTNPRESTON WAY - DETAIL 1SCALE: 1"=20'NPRESTON WAY - DETAIL 2SCALE: 1"=20'PAVING MEDIAN DETAILS15
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASPAVING DETAILS 123
1/28/2020SHEET No.:NO.DATE:REVISION DESCRIPTIONS:PE #Name DatePRELIMINARYFOR REVIEWONLYThese documents are fordesign review and notintended for construction,bidding or permitpurposes.They were prepared by,or under supervision of:OSAMA F. NASHED90373ENGINEERS and SURVEYORS5000 Thompson Terrace, Colleyville, TX 76034Tel: 817.335.9900 Fax: 817.335.9955TBPE Firm No.: 20TBPLS Firm No.: 10090800CITY OF COLLEYVILLETARRANT COUNTY, TEXASTXDOT ADA RAMPDETAILS24
VALLEY VIEW DRIVE NBRANSFORDROADOAKLEIGHLANEWINNIEDRIVESHELTON DRIV E
LE TA LANE
BEVERLY DRIVE
OAK TOP DRIVEL D LOCKETT ROADWESTCOAT DRIVEBETTINGER DRIVENotification Map
DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist.
Zoning Map K401 Shelton Drive
Subject Property
500ft Buffer
Properties within 500ft
Owner Name Owner Address Owner City Owner Zip Situs Address
2 HORSE LTD 6105 WESTCOAT DR COLLEYVILLE, TX 76034 6100 L D LOCKETT RD
ATWOOD CUSTOM HOMES INC PO BOX 93615 SOUTHLAKE, TX 76092 5632 OAKLEIGH LN
BAKER, WILLIAM 2201 MONTGOMERIE AVE TROPHY CLUB, TX 76262 305 OAKLEIGH LN
BG FOX LLC 129 S MAIN ST GRAPEVINE, TX 76051 200 WINNIE DR
BOX, DON M ETAL 5801 BETTINGER DR COLLEYVILLE, TX 76034 5801 BETTINGER DR
BRADSHAW, BOB 5708 OAK TOP DR COLLEYVILLE, TX 76034 5708 OAK TOP DR
BRANUM, MARY ANN 5816 ARBOR RD FORT WORTH, TX 76180 6008 L D LOCKETT RD
BRAY, JESSE K 6108 LD LOCKETT RD COLLEYVILLE, TX 76034 6108 L D LOCKETT RD
BRISTOL, DAVID E 501 BEVERLY DR COLLEYVILLE, TX 76034 501 BEVERLY DR
BROWN, PAIGE 101 VALLEY VIEW DR N COLLEYVILLE, TX 76034 101 VALLEY VIEW DR N
BUSKEY, PATTI 2509 HIGHLAND PARK CT COLLEYVILLE, TX 76034 309 OAKLEIGH LN
CADENHEAD, WM B 713 LEGACY TRL COLLEYVILLE, TX 76034 6113 BRANSFORD RD
CARNEY, MAX 5712 BRANSFORD RD COLLEYVILLE, TX 76034 5712 BRANSFORD RD
COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 400 SHELTON DR
COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 403 SHELTON DR
COWAN, LARRY B 5904 BRANSFORD RD COLLEYVILLE, TX 76034 5904 BRANSFORD RD
DEUSON, ETHEL ALLENE 100 VALLEY VIEW DR N COLLEYVILLE, TX 76034 100 VALLEY VIEW DR N
DIXON, LISA 5700 OAK TOP DR COLLEYVILLE, TX 76034 5700 OAK TOP DR
DOODY, KEVIN 1109 SOMERSET BLVD COLLEYVILLE, TX 76034 500 SHELTON DR
DOODY, KEVIN 1109 SOMERSET BLVD COLLEYVILLE, TX 76034 504 SHELTON DR
ELKINS, J D 5809 BETTINGER DR COLLEYVILLE, TX 76034 5809 BETTINGER DR
FOUR SONS INVESTMENTS LP 6200 BRANSFORD RD COLLEYVILLE, TX 76034 6104 BRANSFORD RD
G & H GROUP LLC 75 MAIN ST STE 100 COLLEYVILLE, TX 76034 401 SHELTON DR
GARRISON, LISA 5704 BRANSFORD RD COLLEYVILLE, TX 76034 5704 BRANSFORD RD
GOTCHER, BUFORD D 5816 BRANSFORD RD COLLEYVILLE, TX 76034 5816 BRANSFORD RD
GRAVES, JERRY W 5901 WESTCOAT DR COLLEYVILLE, TX 76034 5901 WESTCOAT DR
HALL, ANN-NITA PEARL 5905 WESTCOAT DR COLLEYVILLE, TX 76034 5905 WESTCOAT DR
HONDZINSKI, FREDERICK 5701 OAKLEIGH LN COLLEYVILLE, TX 76034 5701 OAKLEIGH LN
IHNE, ROGER 1111 BERING DR UNIT 1206 HOUSTON, TX 77057 5619 WINNIE DR
INDEPENDENT BANK PO BOX 2255 MCKINNEY, TX 75070 5808 BRANSFORD RD
ISHAK, ASHRAF Z 104 W LD LOCKETT RD COLLEYVILLE, TX 76034 104 W L D LOCKETT RD
J BAR #4 REVOCABLE TRUST 208 WINNIE DR COLLEYVILLE, TX 76034 208 WINNIE DR
KA HOME CONSTRUCTION INC PO BOX 92279 SOUTHLAKE, TX 76092 5709 OAKLEIGH LN
KAMERMAN, DELORIS 6016 LD LOCKETT RD COLLEYVILLE, TX 76034 6016 L D LOCKETT RD
LADD, BARBARA J 6000 BRANSFORD RD COLLEYVILLE, TX 76034 6000 BRANSFORD RD
LAMA, PASANG 6001 BRANSFORD RD COLLEYVILLE, TX 76034 6001 BRANSFORD RD
LARRY STEWART CUSTOM HOMES LLC PO BOX 1497 COLLEYVILLE, TX 76034 5615 WINNIE DR
MARTIN, JOHN GERALD 104 VALLEY VIEW DR N COLLEYVILLE, TX 76034 104 VALLEY VIEW DR N
MCQUAGGE, TROY 5628 OAKLEIGH LN COLLEYVILLE, TX 76034 5628 OAKLEIGH LN
MINOR, ARVIL 5808 BRANSFORD RD COLLEYVILLE, TX 76034 5808 BRANSFORD RD
MONUMENT CUSTOM BUILDERS LP PO BOX 159 COLLEYVILLE, TX 76034 5622 WINNIE DR
NOEL, SAM PO BOX 159 COLLEYVILLE, TX 76034 5805 BETINGER DR
ONCOR ELECTRIC DELIVERY CO LLC PO BOX 139100 DALLAS, TX 75313 109 W L D LOCKETT RD
ONCOR ELECTRIC DELIVERY CO LLC PO BOX 139100 DALLAS, TX 75313 105 W L D LOCKETT RD
ONCOR ELECTRIC DELIVERY CO LLC PO BOX 139100 DALLAS, TX 75313 6001 L D LOCKETT RD
ONCOR ELECTRIC DELIVERY CO LLC PO BOX 139100 DALLAS, TX 75313 6001 L D LOCKETT RD
ONCOR ELECTRIC DELIVERY CO LLC PO BOX 139100 DALLAS, TX 75313 105 W L D LOCKETT RD
ONCOR ELECTRIC DELIVERY LLC PO BOX 139100 DALLAS, TX 75313 411 SHELTON DR
PACE, JOHN C 6004 LD LOCKETT RD COLLEYVILLE, TX 76034 6004 L D LOCKETT RD
PANNO, KIM 5901 BRANSFORD RD COLLEYVILLE, TX 76034 5901 BRANSFORD RD
PANNO, RYAN M 6012 LD LOCKETT COLLEYVILLE, TX 76034 6012 L D LOCKETT RD
PARTLOW, BRANDY 100 WEST LD LOCKETT RD COLLEYVILLE, TX 76034 100 W L D LOCKETT RD
PELTON, LINDA A 5813 BETTINGER DR COLLEYVILLE, TX 76034 5813 BETTINGER DR
POLARIS LLC 1732 JOHNSON RD KELLER, TX 76248 5625 WINNIE DR
POLARIS LLC 1732 JOHNSON RD KELLER, TX 76248 5636 OAKLEIGH LN
PROVIDENTIAL LIFESTYLE HOMES L 624 STONEGLEN DR KELLER, TX 76248 5614 WINNIE DR
PROVIDENTIAL LIFESTYLE HOMES L 624 STONEGLEN DR KELLER, TX 76248 5710 OAKLEIGH LN
PROVIDENTIAL LIFESTYLE HOMES L 624 STONEGLEN DR KELLER, TX 76248 204 WINNIE DR
PROVIDENTIAL LIFESTYLE HOMES L 624 STONEGLEN DR KELLER, TX 76248 5618 WINNIE DR
PULTORAK, EDWARD J 105 VALLEY VIEW DR N COLLEYVILLE, TX 76034 105 VALLEY VIEW DR N
RACKHAM SMITH REALTY LLC 6520 OLD GATE RD PLANO, TX 75024 5705 OAKLEIGH LN
RAY, RONNIE 4831 MERLOT AVE #320 GRAPEVINE, TX 76051 301 OAKLEIGH LN
REGIONAL RAIL ROW CO PO BOX 660163 DALLAS, TX 75266 6301 L D LOCKETT RD
REGIONAL RAIL ROW CO PO BOX 660163 DALLAS, TX 75266 6201 L D LOCKETT RD
RIMMER, BERTIE A 5812 BRANSFORD RD COLLEYVILLE, TX 76034 5812 BRANSFORD RD
SCHWARTZKOPF, KRISTINA 5612 OAK TOP DR COLLEYVILLE, TX 76034 5612 OAK TOP DR
SIMON, CAROL ANN 108 VALLEY VIEW DR N COLLEYVILLE, TX 76034 108 VALLEY VIEW DR N
SULLIVAN, JOHN F 5908 WESTCOAT DR COLLEYVILLE, TX 76034 112 W L D LOCKETT RD
SULLIVAN, JOHN F 5908 WESTCOAT DR COLLEYVILLE, TX 76034 5908 WESTCOAT DR
TANNER, BRUCE 5616 BRANSFORD RD COLLEYVILLE, TX 76034 304 OAKLEIGH LN
TANNER, VICKI 15618 HADDON FIELD WAY DARNESTOWN, MD 20878 5710 BRANSFORD RD
TANNER, VICKI 5616 BRANSFORD RD COLLEYVILLE, TX 76034 308 OAKLEIGH LN
UTLEY, WILLIAM B 5704 OAK TOP DR COLLEYVILLE, TX 76034 5704 OAK TOP DR
VAN TREASE CONSTRUCTORS LLC 611 S MAIN ST STE 400 GRAPEVINE, TX 76051 5916 L D LOCKETT RD
WALKER, RUSSELL W 5909 WESTCOAT DR COLLEYVILLE, TX 76034 5909 WESTCOAT DR
WEST, NICHOLAS 500 BEVERLY DR COLLEYVILLE, TX 76034 500 BEVERLY DR
WILBOW-OAKLEIGH DEVELOPMENT CO 4133 N CENTRAL EXPWY STE 900 DALLAS, TX 75204 300 OAKLEIGH LN
WILBOW-OAKLEIGH DEVELOPMENT CO 4133 N CENTRAL EXPWY STE 900 DALLAS, TX 75204 5706 OAKLEIGH LN
WILBOW-OAKLEIGH DEVELOPMENT CO 4133 N CENTRAL EXPWY STE 900 DALLAS, TX 75204 5626 WINNIE DR
WITMAN, GEORGE 405 SHELTON DR COLLEYVILLE, TX 76034 405 SHELTON DR
YOUNGREEN, ROBERT M 108 W LD LOCKETT RD COLLEYVILLE, TX 76034 108 W L D LOCKETT RD
YU, CHI CHOI 6100 BRANSFORD RD COLLEYVILLE, TX 76034 6100 BRANSFORD RD
5608 WINNIE DR
ALIANNE ESTATES 6201 THERESA LANE COLLEYVILLE, TX 76034 COURTESY NOTICE
REMINGTON PARK ADDITION 5751 KROGER DRIVE KELLER, TX 76244 COURTESY NOTICE
GRAPEVINE COLLEYVILLE ISD 3051 IRA E WOODS AVE GRAPEVINE, TX 76051 STATE REQUIRED
NASHED, OSAMA 5000 THOMPSON TERRACE COLLEYVILLE, TX 76034 APPLICANT
Public hearing notices were mailed on January 24, 2020
Notification List
NOTICE OF PUBLIC HEARING
«Owner_Name»
«Owner_Address»
«Owner_City» «Owner_Zip»
The City of Colleyville has scheduled public hearings concerning the below referenced request on the
following dates and location:
Planning and Zoning Commission Meeting: Monday, February 10, 2020 at 7:00 p.m.
City Council Meetings: Tuesday, March 3, 2020 at 7:30 p.m.
3rd floor of City Hall, 100 Main Street, Colleyville, Texas
Request: Consideration of a request for a Preliminary/Final Plat for Lots 1-11,
Block A, Lots 1-13, Block B, and Lots 1-3, Block X, of the Preston Manor
Addition. The purpose is to plat the property into 24 single-family
residential lots and 3 common lots.
Zoning Case: PC20-001 Applicant: Osama Nashed Owner: Waguih Guirguis Location: 401 Shelton Drive Property Description: Tracts 6A1, 6A2, 6A2A, 6A2B1, Abstract 1487, in the O C Sturm Survey, and Tracts 1B, 1B1, 1B2A, Abstract 1176, in the J J Newton Survey Present Zoning: R-20 Single Family Residential
NOTICE OF PUBLIC HEARING
This notice has been sent to all owners of real property within 500 feet of the request as such ownership
appears on the last approved tax roll and all homeowners associations within 1000 feet. Action by the
Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action
on the request.
The application is on file for public examination in the Community Development Department at 100
Main Street, Colleyville, Texas. A brief project description can be found online on the Active
Development Case map:
https://www.colleyville.com/government/departments-a-l/community-development/active-development-
cases
For additional information, please contact the Community Development Department at 817.503.1056.
Please reference the zoning case number when requesting information.
Jacquelyn Reyff
Principal Planner
jreyff@colleyville.com
RESOLUTION R-20-XXXX
A RESOLUTION APPROVING A PRELIMINARY/FINAL PLAT FOR THE
PRESTON MANNER ADDITION
WHEREAS, the Planning and Zoning Commission recommended approval of
the Preliminary/Final Plat for the Preston Manner Addition on
February 10, 2020.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF COLLEYVILLE, TEXAS:
Sec. 1. THAT the Preliminary/Final Plat for Preston Manner Addition on
approximately 15.7097 acres, attached as Exhibit “A" - Plat
Exhibit, is hereby approved.
AND IT IS SO RESOLVED.
APPROVED BY A VOTE OF ___ AYES, ___ NAYS, AND ___ ABSTENTIONS ON THIS
THE 3rd DAY OF MARCH 2020.
Mayor Richard Newton Mayor Pro Tem Bobby Lindamood
Place 1, Tammy Nakamura Place 5, Chuck Kelley
Place 3, Kathy Wheat Place 6, Callie Rigney
Place 4, George Dodson
ATTEST: CITY OF COLLEYVILLE
Christine Loven, TRMC Richard Newton
Assistant City Secretary Mayor
Exhibit “A” - Plat Exhibit