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HomeMy WebLinkAboutPlanning and Zoning Commission-Agenda Packets-01/25/2021City 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, January 25, 2021   WORKSESSION 6:15 PM EXECUTIVE CONFERENCE ROOM  THIRD FLOOR  CALL TO ORDER    WS­1 Presentation and discussion of a zoning change from CC­1 Village Retail  zoning district and R­20 Single Family Residential zoning district to PUD­ C Planned Unit Development­Commercial zoning district on a portion of  Lots 2A & 3A and Lot 12, Block 1, Thompson Terraces, located at 5017  Colleyville Boulevard and 5016 Thompson Terrace, Case ZC20­032   WS­2 Presentation and discussion of a Replat for Lot 12R, Block 1, Thompson  Terraces, being a portion of Lots 2A & 3A and Lot 12, Block 1, Thompson  Terraces, located at 5017 Colleyville Boulevard and 5016 Thompson  Terrace, Case PC20­012   WS­3 Presentation and discussion of a Preliminary/Final Plat for Lots 1­12 and  Lots A & B, Block 1, Eastpointe Terrace, being Lot 1, Miles Addition,  located at 6480 Pool Road, Case PC20­013   WS­4 Presentation and discussion of a zoning change from PUD­R Planned Unit  Development­Residential zoning district to AG Agricultural zoning district  on Lot 1R, Block A, Eubank Addition, located at 311 W Glade Road, Case  ZC21­001   WS­5 Presentation and discussion of a zoning change from R­40 Single Family  Residential zoning district to PUD­C Planned Unit Development­ Commercial zoning district on Lots B1A & B2A, Reagan Estates West,  City Boundary Split, located at 7720 Precinct Line Road, Case ZC21­002   Planning and Zoning  Commission Agenda January 25, 2021 City of Colleyville                                                                                    Page 2 1. EXECUTIVE SESSION – In accordance with Texas Government Code  Chapter 551, Subchapter D,    Section 551.071 ­ Legal ­ Consultation with attorney  on legal issues raised  by 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.  CITY COUNCIL CHAMBERS THIRD FLOOR                              INVOCATION: COMMISSIONER GROVES  PLEDGE OF ALLEGIANCE 2.CITIZEN COMMENTS  3. APPROVAL OF MINUTES      3a Planning and Zoning Commission Minutes ­ December 14, 2020  4.PUBLIC HEARING AGENDA ITEMS     4a Consideration of a Replat for Lot 1R1, Block 1 and Lot 2AR2, Block 3,  Wescoat Place, being Lot 1R, Block 1 & Lots 2AR1 and 6A, Block 3,  Wescoat Place, located at 6200 & 6104 Bransford Road and 6108 LD  Lockett Road, Case PC20­010  5.ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards January 22,  2021 by 5:00 p.m. Planning and Zoning  Commission Agenda January 25, 2021 City of Colleyville                                                                                    Page 3 Araceli Botello Planning Technician A quorum of the Colleyville City Council or any board, commission, or committee  may be present at this meeting. Any matter on this agenda may, at the discretion of the governing body, be  opened for public comment and discussion. If you plan to attend this public meeting and have a disability that requires special  accommodations, please advise the City Secretary at least 48 hours in advance at  817.503.1133, and reasonable accommodations will be made to assist you. City of Colleyville Page 1 City of Colleyville Planning and Zoning Commission Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number Agenda Date 1/25/2021 Number WS-1 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a zoning change from CC-1 Village Retail zoning district and R-20 Single Family Residential zoning district to PUD-C Planned Unit Development- Commercial zoning district on a portion of Lots 2A & 3A and Lot 12, Block 1, Thompson Terraces, located at 5017 Colleyville Boulevard and 5016 Thompson Terrace, Case ZC20-032 Explanation Bryan Hull, the applicant, has submitted a request for a Rezoning from CC-1 Village Retail and R-20 Single Family Residential to PUD-C Planned Unit Development-Commercial for proposed Lot 12R, Block 1, Thompson Terraces, being a portion of Lots 2A & 3A and Lot 12, Block 1, Thompson Terraces Subdivision, and being approximately 0.8361 acres. The purpose is to change the zoning to PUD-C and combine both properties to make one lot in order to completely redevelop the existing beauty salon, Ryan Wayne Salon. The project is for a 2-story building with a dress shop on the 1st floor and the salon on the 2nd floor. The existing building with access from Thompson Terrace will be used as a training facility for the salon use. Proposed Zoning Change: Request – The request is to rezone from the CC-1 Village Retail (15,000 sq/ft min. lot size) and R-20 Single Family Residential (20,000 sq/ft min. lot size) to the PUD-C Planned Unit Development - Commercial district. The request is to construct a two- story, 9,200 SF beauty salon and continue to utilize a 1,119 sq/ft building for training. Purpose: The purpose of a Planned Unit Development (PUD) is to provide for greater flexibility and discretion in the approval of residential, non-residential and mixed use developments by encouraging creative, efficient and aesthetically desirable residential and commercial projects that are superior to what could be accomplished in other zoning districts. This may be through the use of increased open spaces and greenbelts or by providing enhanced amenities or features within the development that will be of special benefit to the property owners or to the community. Analysis – A complete analysis could not be conducted due to the outstanding DRC comments. Please refer to the DRC comments listed below. The Land Development Code allows a proposed beauty salon in the Neighborhood Commercial (CN), Village Retail (CC-1), Shopping Center (CC-2), and and Highway Planning and Zoning Commission Agenda Briefing City of Colleyville Page 2 Commercial (CC-3) zoning districts. An apparel store is permitted in the CC-1, CC-2, and CC-3 zoning districts. Plat Status: The properties are currently platted as portions of Lot 2A & 3A, and Lot 12, Block 1, Thompson Terraces Subdivision. DRC Review: The DRC met on December 21st and offered the following comments to the applicant: Planning Comments for the Site Plan/PUD-C Zoning 1.Correctly label the existing building off Thompson Terrace and its square footage. 2.Please provide the number of trainees expected. 3.Include a vicinity map on the site plan. 4.Provide on the site plan the impervious and pervious calculations. 5.Dimension the curb cuts and drive approaches on the site plan for both Colleyville Boulevard and Thompson Terrace. 6.Place on the site plan all adjacent property lines, zoning, and land uses. 7.Include a site data table that includes the following information: Lot Area; Building Area; Proposed Land Use; Current Land Use; Landscape Area Required; Landscape Area Provided; Building Height; Parking and Building Area; Percentage of Lot Coverage. Engineering Comments 1.FEMA has begun the process of remapping many of the collector tributaries within the City of Colleyville.Many of these tributaries were unstudied and as such were previously designated as 500 year floodplain under the previous mapping.This current remapping, of which we were recently notified will change the majority of this property from 500 year floodplain into 100 year floodplain.This new designation substantially changes the requirements to develop this property. 2.Thereby all future development of this property will have to be done in compliance with Chapter 50 Flooding in the Municipal Code.I suggest the developer have their engineering staff contact FEMA Region 6, for the hydraulic models. 3.On the replat, we will need Floodway Easements with associated notes which boundaries will be determined by the afore mentioned models. Additionally as these 2 lots are combining into one lot and both will be deeper than 200’, we will need 16’ drainage and utility easements as required by the Land Development Code. 4.As floodplain, the development of the property must have an engineering report showing no adverse effect on adjacent properties brought forth by the development of the property or by the proposed pedestrian bridge.The new structure will be required to be flood proofed or be built 2 feet above the base Planning and Zoning Commission Agenda Briefing City of Colleyville Page 3 flood elevation (BFE). The existing house will be limited to the 50% value for renovations or will also be required to be flood proofed or to be raised to 2 feet above the BFE. 5.Signage should be installed advising customers that the parking areas exist within a 100 year floodplain. Surrounding Development: The surrounding area consists of properties zoned CC-1 Village Retail district to the north, south, and west and are improved with commercial uses. The properties located to the east are zoned CN Neighborhood Commercial and R-20 Single Family Residential districts and are improved with commercial uses and a single-family residence. Comprehensive Plan: The City’s comprehensive plan, Destination Colleyville, designates the subject property and most of the property along Colleyville Boulevard as part of the Colleyville Boulevard Corridor which is planned for future commercial use. The addition of a larger beauty salon meets the intent of the comprehensive plan. The proposed rezoning request does comply with the commercial land use designation stated in the comprehensive plan. Fees: Impact Fees are required per Chapter 13 (Impact Fees) of the Land Development Code and are due prior to the issuance of a Building Permit, if applicable. Tree Preservation: The development 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. In addition to the requirements for submittal of a Tree Removal Permit and Tree Preservation Plan, future development on the site must maintain the minimum existing protected tree canopy coverage as required in Chapter 5. Public Notification: Staff mailed notices to all property owners within 500 feet as well as any Homeowners Associations and Independent School Districts within 1,000 feet of the subject property. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: Staff recommends denial of the zoning change request per the outstanding DRC comments. Recommendation Denial Attachments Planning and Zoning Commission Agenda Briefing City of Colleyville Page 4 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Statement of Planning Objectives 5.Plat Exhibit 6.Site Plan 7.Site, Grading, and Parking Plan 8.Floor Plan 9.Building Elevations and Renderings 10.Landscape Plan 11.Notification Map 12.Notification List 13.Property Owner Notification Letter 14.Draft Ordinance 5100 5109 5113 5025 5004 5150 5016 5101 5010 5100 5005 50215017 5013 5008 5104 5025 COLLEYVILLE BOULEVARDPLEASANTRUNROAD THOMPSONTERRACEAerial 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. ZC20-032 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property 53 16 5100 37 5109 5113 5025 12 5004 5012 5108 5150 5003 5016 35 5004 5101 41 5000 5010 5115 5117 5100 5100 5017 5005 5021 5104 5017 5001 5113 5013 5008 5000 16 5121 5005 5104 5009 5025 5000COLLEYVILLE BOULEVARDVILLAGE LANE PLEASANTR U N R OA D THOMPSONTERRACECC-1 AG PU D-C PU D-C PU D-C CC-1 CN R-20 CN PU D-C CN PU D-C 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. ZC20-032 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property 5100 37 5109 5113 5025 12 5004 5012 5108 5150 5003 5016 35 5004 5101 41 5000 5010 5115 5117 5100 5100 5017 5005 5021 5104 5017 5001 5113 5013 5008 5000 16 5121 5005 5104 5009 5025 5000THOMPSONTERRACEVILLAGE LANE COLLEYVILLE BOULEVARDPLEASANTRUNROA DFuture 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. ZC20-032 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property Sales Tax Preferred Intersection Residential Colleyville Blvd Corridor   $XGHOLD5G5LFKDUGVRQ7;  12/8/2020 City of Colleyville Community Development Department 100 Main Street Colleyville, TX 76034 Regarding: Ryan Wayne Salon 5017 Colleyville Blvd. And 5016 Thompson Ave. Colleyville, TX 76034 STATEMENT OF PLANNING OBJECTIVES The objectives of the proposed zone change, replat and planned development applications for this project are: 1. To merge the two lots into one lot in order to accommodate expansion of the existing Ryan Wayne Salon and provide required parking. The TxDOT easement dedication on the Colleyville Boulevard frontage has eliminated required front yard area as well as required parking.  2. To change the zoning of the 5016 Thompson Avenue lot to the same commercial zoning as the existing Salon. This lot’s existing zoning is already mapped to become this same matching zoning in the future. We are proposing PD zoning, with site plan approval.  3. To design the new larger lot into a planned development (PD), or other compatible zoning that meets the needs of the cohesive development as City Staff may direct. This will allow us to expand the square footage of the existing Salon, replace the lost parking spaces due to the TxDOT easement dedication as well as allow us to develop an exciting front elevation and landscape features to the Colleyville Boulevard street face.  It is also our desire to apply for City of Colleyville funding for redevelopment and / or Economic Development assistance for the enhancement of the Colleyville Boulevard street face. Thank you for your consideration. Plat Exhibit Site Plan C0.1SALON / RETAIL5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/01/20 11-18-2020 ////////////// // // // // // // ////////OHU OHU OHU OHU [][][][][][][][][] [][] []OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOEOEOEOEOEOEOEOETC1.0CALL TEXAS 811 & CITY OF COLLEYVILLE 72 PRIOR TOSTART ANY CONSTRUCTION ACTIVITY.IT IS CONTRACTORS RESPONSIBILITY TO PROTECT EXISTINGUTILITIES AND OTHER CITY OR PUBLIC FACILITIES DURINGCONSTRUCTION ACTIVITIES.CAUTION !!!!PARKING TABLESALON / RETAIL5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/01/20 NO CURBNO CURBNO CURB11-18-2020 ////////////// // // // // // // ////////OHU OHU OHU OHU [][][][][][][][][] [][] []OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOEOEOEOEOEOEOEOET12.0'18.0'(TYP.)24.0'9.0'(TYP.)24.4'21.0'24.0'27.0'24.0'R7.0'R10.0'R5.0'R6.8'19.2'R5.0'R3.1'R15.0'R15.0'R20.0'R5.0'R40.0'99.0'56.5'50.2'18.0'18.0'3.0'8.0'9.0'8'9.0'4.0'24.0'18.0'9.0'4.0'26.2'R3.0'R3.0'7.2'C2.0CALL TEXAS 811 & CITY OF COLLEYVILLE 72PRIOR TO START ANY CONSTRUCTION ACTIVITY.IT IS CONTRACTORS RESPONSIBILITY TO PROTECTEXISTING UTILITIES AND OTHER CITY OR PUBLICFACILITIES DURING CONSTRUCTION ACTIVITIES.CAUTION !!!!1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE.2. ALL RADII ARE 3' UNLESS OTHERWISE NOTED.3. ALL DRIVE AND PARKING PAVING IS CONCRETE, REFER TO SECTION DETAILS.4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT A JOINTING PLAN FORNEW CONCRETE CONSTRUCTION TO JWK ENGINEERING FOR APPROVAL.SALON / RETAIL5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/01/20 11-18-2020 ////////////// // // // // // // ////////OHU OHU OHU OHU [][][][][][][][][] [][] []OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOEOEOEOEOEOEOEOETC3.0CALL TEXAS 811 & CITY OF COLLEYVILLE 72PRIOR TO START ANY CONSTRUCTION ACTIVITY.IT IS CONTRACTORS RESPONSIBILITY TO PROTECTEXISTING UTILITIES AND OTHER CITY OR PUBLICFACILITIES DURING CONSTRUCTION ACTIVITIES.CAUTION !!!!RIDGE2%18FG 29.00TC 29.50FL 28.00TP 603.11TP 603.15SALON / RETAIL5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/01/20 FG 602.3FG 602.2FG 600.40FG 600.10FG 598.69FG 598.40FG 598.21FG 598.50FG 597.50FG 597.95FG 597.95FG 597.05FG 596.20FG 596.50FG 597.50FG 596.50FG 596.60FG 598.00FG 596.90FG 596.50FG 596.80FG 597.20FG 598.50FG 598.00FG 597.6011-18-2020 ////////////// // // // // // // ////////OHU OHU OHU OHU [][][][][][][][][] [][] []OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOEOEOEOEOEOEOEOETC1.0SALON5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/22/19 CALL TEXAS 811 & CITY OF COLLEYVILLE 72PRIOR TO START ANY CONSTRUCTION ACTIVITY.IT IS CONTRACTORS RESPONSIBILITY TO PROTECTEXISTING UTILITIES AND OTHER CITY OR PUBLICFACILITIES DURING CONSTRUCTION ACTIVITIES.CAUTION !!!!60050.0' MIN.20.0'MIN.PROPOSED CURB INLET PROTECTIONSILT DIKE (ON EXISTING PAVEMENT)11-18-2020 C5.0SALON5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/22/19 9.00'OR AS SPECIFIEDON DIMENSION PLAN18.00'OR AS SPECIFIEDON DIMENSION PLANTWO COATS OFYELLOW TRAFFIC PAINT(TYP)1'-10"8"10"1'-4"Ø8"14"R2 COATS OF WHITE TRAFFIC PAINTPER CITY STANDARDS (TYP)4" WIDE PAINTED LINES(TYP)AA1.00'2.50'2.50'1.00'ANCHOR RODS#4 REBAR x 2.00' LONG(3 PLACES)7.00'6"112"112" CHAMFER#3 REBAR x 6.00' LONG(2 PLACES)PAVEMENT9"112" CHAMFER#3 REBAR x 6.00'LONG(2 PLACES)ANCHOR RODSNOTE:1. ANCHOR RODS TO BE SLEEVED OR GREASED THROUGH WHEELSTOPS TO PERMIT THEIR RELOCATION.2. SEE SITE PLAN FOR WHEELSTOP LOCATIONS. TYPICALLY PLACED 2.5' OFF BACK OF CURB3. WHEELSTOPS SHALL BE 3,000 p.s.i. CONCRETE MINIMUM.NOTE:THIS DIMENSION WILL VARY. REFER TO PAVEMENT SECTION DETAIL FORHEAVY/REGULAR DUTY PAVEMENT DIMENSION.NTSPAVEMENT SECTION - MONOLITHIC CURB38"R512"MIN6"MAX112"MIN2"MAX2"R MIN3"R MAX112"R MIN2"R MAX6"CURBSEENOTE#3 BARS @ 18"O.C.E.W.#3 BARS2"NTS1HANDICAPPED PAVEMENT STRIPING DETAILNTS2PAVEMENT STRIPING DETAIL4" STRIPING(PER CITYSTANDARDS)2.0% SLOPE MAXIMUM9.00' HANDICAPVAN ACCESSIBLEPARKING SPACEPAINTED HANDICAP SYMBOLPER DETAIL THIS SHEET.(TYPICAL EACH HANDICAPACCESIBLE SPACE)9.00' STANDARDPARKING SPACECONCRETE WHEELSTOPSPER DETAIL THIS SHEET(TYP)2.0% SLOPE MAXIMUMNOTE:SEE SITE DEVELOPMENT PLAN FOR PARKING DIMENSIONS. DIMENSIONSSHOWN ARE MINIMUM REQUIRED.8.00' HANDICAPVAN ACCESSIBLESTRIPINGHANDICAP RAMP PER ARCHITECTURAL SIDEWALK DETAIL(S)2 COATS OF WHITE TRAFFICPAINT PER CITY STANDARDS(TYP)2.0'NTS3HANDICAPPED PAINTED SYMBOLNTS4PAVEMENT SECTIONCONTRACTION JOINT OR KEYED ANDTIED CONSTRUCTION JOINT#3 REBAR REINFORCEMENT18" ON CENTER BOTH WAYS"B"15' MAXIMUM12' PREFERREDEXPANSION JOINTS60' MAXIMUM ON CENTER"A"15' MAXIMUM DISTANCECONSTRUCTION JOINTS34"DD/4REFER TO CONSTRUCTIONJOINT SEALANT DETAILNTSLONGITUDINAL CONSTRUCTION JOINTAND TRANSVERSE CONTRACTION JOINTDPREMOLDED FIBERBOARDREFER TO CONSTRUCTIONJOINT SEALANT DETAILD/434"1"2"3"7"D/3D+2"12"D15#3 REBAR ADJACENTSTRUCTUREOR OTHERPAVEMENTCONCRETE PAVEMENT3/4" FIELD MOLDED(POURED) SEALANTNOTE:DO NOT DOWEL TO ADJACENT STRUCTURES UNLESSOTHERWISE SPECIFIED.#3 SMOOTH DOWELGREASED38"MIN.SAWCUTDEPTHD/4EXPANSION JOINT MATERIAL ORCONTRACTION CRACK.CLOSED CELL POLYETHYLENE FOAM BACKERROD - ROD SHALL BE CIRCULAR WITH ADIAMETER 18" GREATER THAN SAW JOINTWIDTH.JOINT FACES SHALL BE CLEANED PERMANUFACTURER'S RECOMMENDATIONS ANDSHALL BE ABSOLUTELY DRY WHEN SEALANT ISPLACED.DOW-CORNING 890 SL SEALANT APPLIED PERMANUFACTURER'S RECOMMENDATIONS.SAWJOINTWIDTH18" RADIUS TYP6" PORTLAND CEMENT CONCRETE REINFORCED WITH #3 REBAR@ 18" O.C.E.W.CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTHOF 3,500 POUNDS PER SQUARE INCH SHOULD BE USED.1:3 BATTER12"6"6" TREATED SUBRADE COMPACTED TO AT LEAST 95% OF MAXIMUM DRYDENSITY AT ±2% OF THE OPTIMUM MOISTURE PER ASTM D698NOTE:1. REFER TO GEOTECHNICAL REPORT FOR EXACT PAVEMENT REQUIREMENTS.NTS5CONSTRUCTION JOINT AT SEALANT CONDITIONNTS6TYPICAL CONCRETE PAVEMENT JOINT LAYOUTNTS7PAVEMNET SECTION - MONOLITHIC CURBNTS8WHEELSTOP DETAILNTS9EXPANSION JOINTNTS10EXPANSION JOINT AT EXISTING CONDITION11-18-2020 C6.0SALON5017 COLLEYVILLECOLLEYVILLE, TEXAS 76034SHEET NO.:SHEET TITLE:REVISIONS:DATE:CHECKED BY:DRAWN BY:ENGINEERINGPLANNINGDEVELOPMENTJWK ENGINEERING , LLC4128 BEACON STREETFLOWER MOUND, TX 75028TEL: 817.308.6243FIRM #828011/22/19 FLOWNOTES:----SECTION----1. TUBULAR SILT DIKE SHALL CONSIST OF ORGANIC MULCH ENCASED IN AN OUTSIDE OPEN WEAVE CONTAINMENT FABRIC.2. TUBULAR EROSION CONTROL SOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.3. POINT A SHALL BE HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS OVER THE CHECKS AND NOT AROUND THE ENDS.SECTIONTUBULARSILT DIKEPINS (TYP.)NTSNTSA5B5B5A5--------NTS2TUBULAR SILT DIKE DETAILSNTS3CONCRETE WASHOUT CONTAINERWITH LOG FILTER SOCK--------SECTIONNTS----WASHRACK50' MINIMUM30' MIN.6" MIN.CRUSHED AGGREGATEWASHRACK (OPTIONAL)GEOTEXTILEAAAADHESIVEADHESIVENOTES:1. INSTALLED SILT DIKE UNIT SHALL HAVECONTINUOUS AND FIRM CONTACT WITH PAVEMENT.2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVEDEQUAL FOR CONCRETE PAVEMENT APPLICATIONSAND EMULSIFIED ASPHALT FOR ASPHALTAPPLICATIONS.ADHESIVE SHALL BE PLACED WHERE THE UNITSOVERLAP AND A 20" STRIP ALONG BOTH EDGES.FLOW3'3' MIN.4"6'STEEL OR WOOD POST-IMBED 3'TUBULAR SILT DIKEPINS (TYP.)TUBULAR SILT DIKEPOINT BPOINT AAPRON ON THIS SIDE OFTHE DIKE SHALL BEFOLDED UNDER THEDIKE SECTION 20" ANDGLUED DOWNOVERLAP PERMANUFACTURER'SRECOMMENDATIONSAPRONCONSTRUCTIONAREADIKE PLAN VIEW20"20"ADHESIVEADHESIVEFLOWADHESIVEADHESIVEEXISTING CONCRETE ORASPHALT PAVEMENTSECTION A-ASECURE END OFLOG FILTERSOCK TO STAKEAS DIRECTEDCONNECT STAKES WITHA TIE OVER THE LOGFILTER SOCK (TYP)FLOWSURROUND EXCAVATED CONTAINERON DOWN SLOPE SIDE WITH EROSIONCONTROL LOG FILTER SOCK8" TEMP. EROSIONCONTROL LOG FILTER SOCKFLOWSTAKE ON DOWNHILL SIDEOF LOG FILTER SOCK ASNEEDED TO HOLD IN PLACE (TYP)PLANCOMMERCIALPRE-FABRICATEDCONCRETEWASHOUTCONTAINER(APPROX. 5 CUBICYARDS)NTS1SILT FENCENTS4STABILIZED CONSTRUCTION EXIT11-18-2020 Statue5 gal.YUC REC (5)3" Cal.ULM PAR (1)45 gal.(3) CER CAN3" Cal.(1) QUE SHU3" Cal.PIS CHI (1)45 gal.SOP AFF (1)5 gal.LEU SI3 (7)5 gal.MUH CAP (10)5 gal.(8) BER CRI1021031041051061071081091011101115 gal.MYR DON (5)5 gal.ILE NAN (5)5 gal.MUH CAP (11)5 gal.YUC REC (4)5 gal.BER CRI (8)5 gal.BER CRI (7)3" Cal.(1) QUE SHU4" Cal.ULM CRA (1)OF 4Sheet No.604020009/21/20WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURALEXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.REGISTRATION NUMBER 2672 ON 09/21/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILETHIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENTTHE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO RKRSEP 21, 2020DateRevisionsDrawn ByChecked ByGACC· · · 10 SPACES/18 = 1 TREES 0 -VARIANCE REQUESTED50% OF REQUIRED LANDSCAPE AREA TO BE IN STREET YARD20 SHRUBS1,327 SF3 TREES150 SF1 SHRUB REQUIRED PER EVERY 5 FT OF FRONTAGE1 TREE PER EVERY 18 SPACES1 TREE REQUIRED PER EVERY 40 FT OF FRONTAGE140 SF LANDSCAPE AREA REQUIRED PER EVERY 18 SPACES99 / 5 = 20 SHRUBS10/18 X 140 =78 SFREQUIREDREQUIREDPROVIDEDPROVIDED2,638 X 50% = 1,319 SF99 / 40' = 3 TREESREQUIREDREQUIREDREQUIREDPROVIDEDPROVIDEDPROVIDEDREQUIRED STREETYARD LANDSCAPINGREQUIRED STREETFRONTAGE TREESREQUIRED STREETFRONTAGE SHRUBSREQUIRED PARKINGLOT LANDSCAPINGREQUIRED PARKINGLOT TREES(5 Gallon)(3")(3")2,015 SFCITY OF COLLEYVILLE LANDSCAPE REQUIREMENTS-SITE A20% OF TOTAL SITE TO BE LANDSCAPE AREAREQUIRED PROVIDEDREQUIRED SITELANDSCAPING13,190 SF X 20% = 2,638 SF- 245 SF CREDIT(R.O.W.)- 60 SF CREDIT(SEASONAL COLOR)- 150 SF CREDIT(ADDT. SHRUBS)- 200 SF CREDIT(ADDT. ORNAMENTALS)ADJUSTED TOTAL = 1,983 SFTREESCODEQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTSPACINGREMARKSCER CAN 3 Cercis canadensis Eastern Redbud 45 gal. 8`-10` Ht. As ShownPIS CHI 1 Pistacia chinensis Chinese Pistache 3" Cal. 12` Height MinAs Shown B&B/ Single straight trunkQUE SHU 2 Quercus shumardii Shumard Red Oak 3" Cal. 12` Height Min As Shown B&B/ Single straight trunkSOP AFF 1 Sophora affinis Eve`s Necklacepod 45 gal. 8`-10` Ht. As ShownULM CRA 1 Ulmus crassifolia Cedar Elm 4" Cal. 12` Height Min As ShownB&B/ Single straight trunkULM PAR 1 Ulmus parvifolia Chinese Elm 3" Cal. 12` Height Min As Shown B&B/ Single straight trunkSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTSPACINGREMARKSBER CRI 23 Berberis thunbergii `Crimson Pygmy` Crimson Pygmy Barberry 5 gal. 18"-24" 24" O.C.ILE NAN 5 Ilex vomitoria `Nana` Dwarf Yaupon Holly 5 gal. 18"-24" 36" O.C.LEU SI3 7 Leucophyllum frutescens `Silverado` Texas Sage 5 gal. 18"-24" 36" O.C.MUH CAP 21 Muhlenbergia capillaris Pink Muhly Grass 5 gal. 18"-24" 36" O.C.MYR DON 5 Myrica cerifera `Don`s Dwarf` Don`s Dwarf Wax Myrtle 5 gal. 24" min.YUC REC 9 Yucca recurvifolia Spineless Yucca 5 gal. 18"-24" As shownGROUND COVERSCODEQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTSPACINGSPACINGREMARKSCOB O4L 646 sf Cobble Cobble ---CYN DAC 8,753 sf Cynodon dactylon Bermuda Grass SodDEC SIP 68 sf Decomposed Granite Decomposed Granite 3" depth w/Weed BarrierEUO C22 89 Euonymus fortunei `Coloratus` Purple Wintercreeper 4" pots 9" O.C. 9" o.c.NAS PON 44 Nassella tenuissima `Pony Tails` Mexican Feathergrass 1 gal. 24" O.C. 24" o.c.SEA CAN 30 sf Seasonal Color Seasonal Color --- To Be Determined by OwnerPLANT SCHEDULEPLANTING NOTES:1. PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE.2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK.3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE.4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER.5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT.6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS.7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE.8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SETSHRUBS BACK FROM CURB 3 FT.9. SEE DETAIL SHEET L-8 FOR PLANTING DETAILS.10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS,WATER AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER.11. EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE WITH APPROVAL OF OWNER AND CITY ARBORIST. WORK TO INCLUDEREMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALLINTERFERING BRANCHES, AS WELL AS BRANCHES THAT OBSTRUCT SIGN VISIBILITY. MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAINNATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE.12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING.13. INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH.14. INSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4;1 ORGREATER.15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTORTO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF-SEASON. PURCHASEAND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION.16. BERM ALL PARKING LOT ISLANDS AS SHOWN ON ENCLOSED DETAIL SHEET. (BERMS MAY NOT BE SHOWN ON GRADING PLAN.)17. PRIOR TO TREE PLANTING, CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL BY OWNER.27 SPACES/18 = 2 TREES 2 TREES50% OF REQUIRED LANDSCAPE AREA TO BE IN STREET YARD18 SHRUBS2,215 SF2 EXISTING TREES480 SF1 SHRUB REQUIRED PER EVERY 5 FT OF FRONTAGE1 TREE PER EVERY 18 SPACES1 TREE REQUIRED PER EVERY 40 FT OF FRONTAGE140 SF LANDSCAPE AREA REQUIRED PER EVERY 18 SPACES90 / 5 = 18 SHRUBS27/18 X 140 =210 SFREQUIREDREQUIREDPROVIDEDPROVIDED4,217 X 50% =2,109 SF90 / 40' = 2 TREESREQUIREDREQUIREDREQUIREDPROVIDEDPROVIDEDPROVIDEDREQUIRED STREETYARD LANDSCAPINGREQUIRED STREETFRONTAGE TREESREQUIRED STREETFRONTAGE SHRUBSREQUIRED PARKINGLOT LANDSCAPINGREQUIRED PARKINGLOT TREES(5 Gallon)(3")8,823 SFCITY OF COLLEYVILLE LANDSCAPE REQUIREMENTS-SITE B20% OF TOTAL SITE TO BE LANDSCAPE AREAREQUIRED PROVIDEDREQUIRED SITELANDSCAPING22,737 SF X 20% = 4,547 SF- XXX SF CREDIT(R.O.W.)- XXX SF CREDIT(SEASONAL COLOR)- 330 SF CREDIT(ADDT. SHRUBS)- XXX SF CREDIT(ADDT. ORNAMENTALS)ADJUSTED TOTAL = 4,217 SF OF 4Sheet No.ON DRAWINGS.IF PLANTED IN DEFINED BED,NOTE: 6" WIDTH IS MINIMUM.PREP, ENTIRE BED AS SHOWN3" CONTINUOUS RIMFORM SAUCER WITHPOCKETSSPECIFIED PLANTINGTO REMOVE AIR MIX. WATER & TAMP(DO NOT CUT LEADER.)THIN BRANCHES BY 1/3RETAINING SHAPE OF PLANT.MIN.6"3" MULCHWATER & TAMP TOREMOVE AIR POCKETSSPECIFIED PLANTING MIX2 X BALL DIA.SAUCERFORM3" MULCHSPREAD 2 X BALL DIA.3" MULCHRETAINING SHAPE OF PLANT.(DO NOT CUT LEADER.)THIN BRANCHES BY 1/3ROOTBALL ANCHOR RINGNAIL STAKE"U" BRACKETNAIL STAKE"U" BRACKETROOTBALL ANCHOR RINGSAUCERFORMFORM SAUCER09/21/20WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURALEXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.REGISTRATION NUMBER 2672 ON 09/21/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILETHIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENTTHE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO RKRSEP 21, 2020DateRevisionsDrawn ByChecked ByGACOVERALL HT.TREE STAKE SOLUTIONSwww.treestakesolutions.com281.723.9081Contact Information:SCALE: NOT TO SCALETREE/SHRUB PLANTING ON SLOPESTREE PLANTING OVER 2" CALIPERSCALE: NOT TO SCALESCALE: NOT TO SCALESTAKING FOR MULTI-TRUNK TREES& TREES 2" CAL. & UNDERSCALE: NOT TO SCALESHRUB PLANTINGC· · · EDGING DETAILABOVE FINISH EDGING 1" BEDDING PLANTS/BEFORE PLANTING3" MULCH INSTALLED BED PREP PER SPECSPLANTS/SPACING PER PLANGRADE4" BENDA BOARD EDGINGPRODUCT #100036733, SAND, 1X4X20"INSTALL PER MANUFACTURER'S INSTRUCTIONSCO. CONTACT, CHARLES SHY (469) 267-3911SCALE: NOT TO SCALEFINISH GRADETREES.PROTECTIVE FENCE ATDRIP LINE - ALL PROTECTEDINSTALL 6 FT ORANGE VINYLMATERIALS BENEATH DRIP LINE.OR STORE ANY CONSTRUCTION DO NOT WASH OUT CONCRETE TRUCKSEQUIPMENT BENEATH DRIP LINE.DO NOT MODIFY GRADE BENEATHDRIP LINE UNLESS APPROVEDBY CITY ARBORIST.DO NOT PARK OR DRIVEVEHICLES OR CONSTRUCTIONROOT PRUNE AT BACK OF PROPOSEDCURB/PAVEMENT WITH CONCRETE SAWOR OTHER APPROVED TOOL. STEP 2 - CUT LIMBSTEP 1 - UNDERCUT LIMBSTEP 3 - CUT STUB AT COLLARCRITICAL ROOT ZONEINSTALL 2X4'S @ 5" OC TO MINIMUMHEIGHT OF 10' OR TO HEIGHT OFBRANCHING. STAPLE WIRECONNECTORS TO 2X4'S AT 3' OC. DONOT ATTACH TO TREE.COMPLETELY ENCIRCLE TRUNK.FABRIC: ORANGE COLOR, POLYPROPYLENE "SAFETY GRID"AS MFD. BY: THE TENSAR CORP. - 1.3" X 1.3" OPENINGSNOTE: PROPOSED EXTENT OF TREE PROTECTION IS INDICATED ON THISDRAWING. FENCING MAY BE ADJUSTED IF NECESSARY DUE TO WORKREQUIRED WITHIN THE ENCLOSED AREA, OR IN THE EVENT THAT INDICATEDFENCING PROHIBITS REQUIRED WORK IN THE ADJACENT AREA. CONSULTLANDSCAPE ARCHITECT PRIOR TO WORKING WITHIN FENCED AREAS ORMAKING ADJUSTMENTS TO EXTENT OF FENCING. INSTALL FENCE BEFOREBEGINNING ANY WORK ON THE PROJECT SITE EXCEPT STAKING.TREATED WOOD 2" X 4" POSTWOOD STAKE POST 2"X4"X5' 8' O.C.EXISTING GRADE UNDISTURBED6' CHAIN LINK OR ORANGE NYLONSAFETY FENCING 36" HT. STAPLE TOPOSTSEXISTING TREE OF 4Sheet No.09/21/20WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURALEXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.REGISTRATION NUMBER 2672 ON 09/21/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILETHIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENTTHE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO RKRSEP 21, 2020DateRevisionsDrawn ByChecked ByGACSECTION 02830TREES, SHRUBS, AND GROUNDCOVERS____________________________________________PART I GENERAL1.01 DESCRIPTION OF WORKA. Scope1. Bed prep2. Metal edging3. Topsoil4. Planting5. Mulching6. GuaranteeB. Related Work Specified Elsewhere1. General Requirements – All locations2. Section 02740 – Irrigation Trenching3. Section 02750 – Irrigation4. Section 02800 - Lawns1.02 QUALITY ASSURANCEA. Contractor QualificationsMinimum of three (3) years experience on projects of similar characteristics and size.B. Reference Standards:1. American Joint Committee Of Horticultural Nomenclature: Standardized Plant Names, Second Edition, 1942;2. American Association Of Nurserymen: American Standard For Nursery Stock, 1973C. Substitutions1. Substitutions accepted only upon written approval of Landscape Architect and Owner.2. Submit substitutions possessing same characteristics as indicatedon plans and specifications.D. Inspection and Testing1. The project Owner’s representative reserves the right to inspect andtag plants at the place of growth with the Contractor.2. Inspection at place of growth does not preclude the right of rejectiondue to improper digging or handling.3. Owner’s representative reserves the right to request soil samplesand analysis of soil and plant mix. Remove or correct unacceptablesoil. Cost of testing by Contractor.1.03 SUBMITTALSA. Certificates1. Submit State and Federal certificates of inspection with invoice.(Only if required by Landscape Architect.)2. File certificates with Owner’s representative prior to material acceptance.1.04 PRODUCT DELIVERY, STORAGE, & HANDLINGA. Preparation of Delivery1. Balled & Burlaped (B&B) Plantsa. Dig and prepare for shipment in manner that will not damageroots, branches, shape, and future development after replanting.b. Ball with firm, natural ball of soil, wrapped tightly with burlapcovering entire ball.c. Ball size and ratios: conform to American Association of Nurserymen standards unless otherwise shown on plant list.2. Pack plant material to protect against climatic & seasonal damage,as well as breakage injuries during transit.3. Securely cover plant tops with ventilated tarpaulin or canvas to minimize wind-whipping and drying in transit.4. Pack and ventilate to prevent sweating of plants during transit. Givespecial attention to insure prompt delivery and careful handling topoint of delivery at job site.B. Delivery1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additives, andamendment materials to site in original, unopened containers, bearing manufacturer’s guaranteed chemical analysis, name, tradename, trademark, and conformance to State law.2. Deliver plants with legible identification and size labels on exampleplants.3. Protect during delivery to prevent damage to root ball or desiccationof leaves.4. Notify Owner’s representative of delivery schedule in advance soplant material may be inspected upon arrival at job site.5. Deliver plants to job site only when areas are prepared.C. Storage1. Protect roots of plant material from drying or other possible injury with wetted mulch or other acceptable material.2. Protect from weather.3. Maintain and protect plant material not to be planted immediately upon delivery.D. Handling1. Do not drop plants.2.Do not damage ball, trunk, or crown.3. Lift and handle plants from bottom of container or ball.1.05 JOB CONDITIONSA. Planting Season Perform actual planting only when weather and soilconditions are suitable in accordance with locally acceptable practices.B. Protection Before excavations are made, take precautionary measures toprotect areas trucked over and where soil is temporarily stacked.1.06 GUARANTEEA. Guarantee new plant material for one year after acceptance of finalinstallation (ie. Final Acceptance of project).B. Make replacement (one per plant) during one year guarantee period atappropriate season with original plant type, size and planting mixture.C. Repair damage to other plants, lawns, & irrigation caused during plantreplacement at no cost to Owner.D. Use only plant replacements of indicated size and species.PART II PRODUCTS2.01 MATERIALSA. Plant Materials1. Hardy under climatic conditions similar to locality of project.2. True to botanical and common name variety.3. Sound, healthy, vigorous, well branched, and densely foliated whenin leaf; with healthy well-developed root system.4. Free from disease, insects, and defects such as knots, sun-scald,windburn, injuries, disfigurement, or abrasions.5. Conform to measurements after pruning with branches in normalpositions.6. Conform to American Association of Nurserymen standards unlessshown differently on plant list.7. Trees:a. Single, straight trunks, unless indicated otherwiseb. Trees with weak, thin trunks not capable of support will not beaccepted.c. All multi-stem trees are to have a minimum of three stems,similar in size and shape, with a spread of approximately 2/3of the height. All yaupons to be female. Crape myrtle colorselection by Landscape Architect.8. Nursery grown stock only.9. Subject to approval of Landscape Architect.10. Seasonal color:a. Annuals in 4” pots or as specifiedb. Perennials in 4” pots, clumps, bulbs as specifiedB. Topsoil1. Natural, fertile, friable soils having a textural classification of loam orsandy loam possessing characteristics of soils in vicinity which produce heavy growth of crops, grass, or other vegetation.2. Free of subsoil, brush, organic litter, objectionable weeds, clods,shale, stones ¾” diameter or larger, stumps, roots or other materialharmful to grading, planting, plant growth, or maintenance operations.3. Presence of vegetative parts of Bermuda grass ( Cynodon dactylon), Johnson grass, nut grass (Cyperus rotundus), and otherhard to eradicate weeds or grass will be cause for rejection of topsoil.4. Test topsoil (cost by Contractor):a. Available nitrogenb. Available phosphorusc. Available potashd. Irone. Ph: 5.5 to 7.0f. Decomposed organic matter: 6-10%C. Mulch1. Top Dressing Mulch – Shredded cypress or hard wood only2. Soil prep – 3 Parts native soil to 1 Part composted landscape mix.3. In pre-packaged bags only; bulk shredded material is unacceptableD. Peat Moss Commercially available baled peat moss or approvedequivalent.E. Staking Material1. Stakes for tree support:a. Construction grade yellow pine, stain brownb. Size as noted on plans2. Wires:a. Padded with rubbed hose to protect treeb. Galvanizedc. With galvanized turnbuckled. Evenly tighten turnbuckles with plant in vertical position.F. Water1. Free of oils, acids, alkali, salt, and other substances harmful to plantgrowth2. Location: Furnish temporary hoses and connections on site.G. Sand – Washed builders sandH. Antidesicant – "Wilt-proof" or equal.I. Edging – 3/16" X 4" green, new and unused; with stakes.2.02 MIXESA. Planting Mixture1. Existing topsoil – 50%2. Shredded pine bark – 50%3. Fertilizer 10:20:10 at 30 lb./1000 SFB. Planting Mix for Annuals/Perennials1. Prepare above mix2. Add 2” of sandC. Azalea mix: solid peat moss in hole 9" wider than root ball each direction.Plant in solid peat moss and provide mound at base of plant to allow fordrainage.D. Japanese maple, dogwood, camellias: Provide 50/50 peat moss to topsoilmix, raise for drainage.PART III - EXECUTION3.01 UTILITIES - verify location of all utilities prior to initiating construction; repair any damage caused by construction at no cost to owner.3.02 INSPECTIONA. Inspect plants for injury and insect infestation; prune prior to installation.B. Inspect site to verify suitable job conditions.3.03 FIELD MEASUREMENTSA. Location of all trees and shrubs to staked in the field and approved byOwner’s representative prior to installation.B. Location of all groundcover and seeding limits as shown on plans.3.04 EXCAVATION FOR PLANTINGA. Pits1. Shape - Vertical hand scarified sides and flat bottom.2. Size for trees – 2 feet wider or twice the root ball, whichever is greater.3. Size for shrubs – Size of planting bed as shown on drawings.4. Rototill soil mix thoroughly, full depth.5. NOTE: If beds are proposed beneath drip line of existing tree canopy, pocket prep plants. Do not roto-till beneath existing trees.B. Obstructions Below Ground1. Remove rock or underground obstructions to depth necessary topermit planting.2. If underground obstructions cannot be removed, notify Owner’srepresentative for instruction.C. Excess Soil Dispense of unacceptable or excess soil away from theproject site at Contractor’s expense.3.05 PLANTINGA. General1. Set plants 2” above existing grade to allow for settling.2. Set plants plumb and rigidly braced in position until planting mixturehas been tamped solidly around ball.3. Apply soil in accordance with standard industry practice for the region.4. Thoroughly settle by water jetting and tamping soil in 6” lifts.5. Prepare 3” dish outside root ball after planting.6. Thoroughly water all beds and plants.7. Stake trees and large shrubs as indicated on plans.8. Apply anti-desicant according to manufacturer’s instructions.9. Apply commercially manufactured root stimulator as directed by printed instruction.10. Plant and fertilize bedding plants per trade standards.11. Apply 3” mulch top dressing.B. Balled Plants1. Place in pit of planting mixture that has been hand tamped prior toplacing plant.2. Place with burlap intact to ground line. Top of ball to be 2” abovesurrounding soil to allow for settling.3. Remove binding at top of ball and lay top of burlap back 6”.4. Do not pull wrapping from under ball, but cut all binding cord.5. Do not plant if ball is cracked or broken before or during plantingprocess or if stem or trunk is loose.6. Backfill with planting mixture in 6” lifts.C. Container Grown Plants1. Place in pit on planting mixture that has been hand tamped prior toplacing plant.2. Cut cans on two sides with an acceptable can cutter, and removeroot ball from can. Do not injure root ball.3. Carefully remove plants without injury or damage to root balls.4. Backfill with planting mixture in 6” lifts.D. Mulching1. Cover planting bed evenly with 3” of mulch.2. Water immediately after mulching.3. Where mulch has settled, add additional mulch to regain 3” thickness.4. Hose down planting area with fine spray to wash leaves of plants.D. Pruning1. Prune minimum necessary to remove injured twigs and branches,dead wood, and suckers; remove approximately 1/3 of twig growthas directed by landscape architect; do not cut leaders or other major branches of plant unless directed by landscape architect.2. Make cuts flush, leaving no stubs.3. Paint cuts over 1” diameter with approved tree wound paint.4. Do not prune evergreens except to remove injured branches.3.06 EDGINGA. Stake edging alignment with string line prior to installation. Use framingsquare to insure right angles are true.B. Install all edging straight and true as indicated on drawings. Where edginglayout is circular in design, maintain true and constant radii as shown.C. When required on slopes, make vertical cuts (approximately 6” on center)on bottom of edging to allow bending without crimping edging.D. Install edging so that approximately 1” is exposed on lawn side. Edgingshould not be visible from bed side after application of mulch.E. Align edging with architectural features (ie pavement joints, windows,columns, wall, etc.) when drawings indicate.F. Bend all corners, do not cut corners.G. Interlock all pieces with pre-fabricated connectors.H. Install with all stakes on inside of planting bed.I. Remove, file off all sharp corners and burrs.3.07 CLEAN-UPA. Sweep and wash all paved surfaces.Remove all planting and construction debris from site, including rocks, trash and all other miscellaneous materials.3.08 MAINTENANCEA. Contractor responsible for routine, and regular maintenance of site untilFinal Acceptance is awarded by Owner. Work includes:1. Weeding (weekly)2. Watering (as required)3. Pruning4. Spraying5. Fertilizing6. Mulching7. Mowing (weekly)B. Provide Owner and Landscape Architect with preferred maintenanceschedule in writing. Schedule shall include the above-listed tasks andshall address all frequencies, rates, times, levels, etc.___________________END OF SECTIONC· · · OF 4Sheet No.SECTION 02800FINISH GRADING, LAWN WORK, WILD FLOWERS_______________________________________________PART I - GENERAL1.01 DESCRIPTIONA. Work includes turf establishment (sod, hydromulch, etc.) as described ondrawings.B. Make required analysis and material tests for topsoil, fertilizers, and othermaterials of similar character per current methods of the Association ofOfficial Agricultural Chemists, when required.C. Grass seed shall conform to tolerances for germination and purity perapplicable standards of U.S. Department of Agriculture.D. The turf contractor shall have a stand of grass established prior to substantial completion of the project. If this is not possible due to time ofyear or schedule, he shall maintain and protect the seeded areas until thegrass is established.PART II - PRODUCTS2.01 TOPSOIL MATERIALA. Topsoil material (stockpiled, as specified in Specifications) has been savedfor use in finish grading. After sifting out all plant growth, rubbish, and stones, use for areas designated to receive grass. If stockpiled topsoil is notsufficient quantity to complete work, furnish acceptable topsoil from anotherapproved source to provide four inches (4") of topsoil for grass areas unlessotherwise noted on drawings. Grass areas shall be defined as the gradedareas disturbed during construction not to be paved or built upon.B. Acceptable topsoil material shall be defined as natural, fertile, agriculturalsoil, capable of sustaining vigorous plant growth, uniform composition throughout admixture of subsoil, free of stones, lumps, plants, and theirroots, sticks, or other extraneous matter; do not deliver while in a frozen ormuddy condition.2.02 FERTILIZERA. Provide a commercial balanced fertilizer delivered to the job in bags labeledwith manufacturer's guaranteed analysis. Store in weatherproof storage,place in such a manner that its effectiveness will not be impaired.B. Fertilizer shall be a grade containing the percentages of plant food elementsby weight as specified elsewhere in these specifications.C. Availability of various elements shall be per Standards of the Associationof Official Agricultural Chemists.2.03 GRASS SEEDA. Grass seed shall be of the previous season's crop and the date of analysisshown on each bag shall be within nine (9) months of the time of delivery tothe project. When requested by the Owner or Representative, the seedingcontractor shall furnish a sample of seed from each bag for testing.B. The seed shall comply with all provisions of the U.S. Department ofAgriculture as to labeling, purity, and germination.2.04 MULCHINGA. Dry straw or hay of good quality, free of seeds of competing plants and atsuch rate of 1 1/2 - 2 tons per acre; or,B. Wood cellulose or cane fiber mulch at a rate of 1,000 pounds per acre whenthe slope is 3/4:1 and steeper; or,C. A combination of good quality dry straw or hay free of seeds of competingplants at a rate of 2 1/2 tons per acre and wood cellulose or cane fiber mulchat a rate of 500 pounds per acre. This combination shall be used when theslope is flatter than 3/4:1; or,D. Sericea lespedza seed bearing hay at a rate of 3 tons per acre. This mulchmay be applied green or air dried, but must contain mature seed.E. Manufactured mulch materials, such as soil retention blankets, erosioncontrol netting, or others that may be required on special areas of highwater concentration or unstable soils. When these materials are used, followthe manufacturer's recommendations for installation.2.05 HYDRO-MULCHINGWood cellulose fiber or cane fiber mulch will be applied with hydraulic seeding and fertilizing equipment. All slurry ingredients shall be mixed toform a homogeneous slurry and spray applied within one hour after themixture is made.When wood cellulose or cane fiber mulch is used at the 500 pound per acrerate, straw or hay mulch with asphalt emulsion is applied over this to complete the mulch.Wood cellulose or cane fiber mulch at the 1,000 pound per acre rate is usedalone where other mulch material will not stick.Wood cellulose or cane fiber mulch is self anchoring.PART III - EXECUTION3.01 RESPONSIBILITYThe site grading contractor will be responsible to stockpile acceptable topsoilin a sufficient quantity to provide four inches (4") minimum cover for all grassareas, including but not limited to all curbed islands, and topsoil plantingmounds/berms at the appropriate height and width as defined and shown onthe landscaping and/or planting drawings. The topsoil and grass areas shallbe further defined as any area disturbed during the grading and constructionprocess.The site grading contractor, shall be responsible to spread the topsoil withinall perimeter graded areas and future building areas only.The site grading contractor shall be responsible for backfilling of all curbedislands and planting mounds/berms. They shall also be responsible forremoval of all stones, roots, and raking of all topsoil areas hat are to beseeded and/or planted. It will also be the site grading contractor's responsibility to provide fertilizer, grass seed, and any additional topsoilrequired and mulching.3.02 GRASS SEEDINGA.Remove stones, roots, rubbish and other deleterious materials fromtopsoiled areas that are to be seeded.B. Immediately prior to sowing seed, scarify ground as necessary; rake untilsurface is smooth and friable. Sow seed evenly, lightly wood rake into ground, then roll ground with suitable roller; water thoroughly with fine spray.During any weather, keep lawn watered with sprinklers or other approvedmethods. Re-seed any areas not doing well or damaged. At intervals asmay be required according to seasonal conditions, mow and water grass andexecute necessary weeding until acceptable and full stand of grass has beenobtained.C. Provide permanent grass seeding for lawn areas so indicated. Seed inaccordance with the following schedule (unless otherwise directed by Owneror Owner's Representative::1. Sow areas ready for seeding between March 1 and October 1 withHulled Common Bermuda at a rate of 85 pounds per acre.2. Sow areas ready for seeding between October 1 and March 1 withUnhulled Common Bermuda at a rate of 90 pounds per acre, andAnnual Rye Grass at the rate of 50 pounds per acre.3. Apply fertilizer at a rate of 20/25 pounds per 1,000 square feet.3.03 WILD FLOWERSA. Areas indicated on plans to receive wild flower coverage shall br fine graded,fertilized, and prepared in a manner similar to traditional turf establishment.B. Area to be hydromulched with seed mix as follows:Tickseed10 pounds/acreCosmos15 pounds/acreOx-Eyed Daisy 5 pounds/acreSide Oats Grama 4 pounds/acreShowy Primrose 0.5 pounds/acrePlains Coreopsis 2 pounds/acreBlack Eyed Susan 2 pounds/acreIndian Blanket10 pounds/acreTexas Bluebonnet 4 pounds/acreLittle Bluestem 4 pounds/acre3.04 MULCH A. All areas to be seeded shall be mulched.B. Mulch materials shall be applied uniformly over the seeded area. Mulch shallbe straw and shall be at the rate of 1 1/2 - 2 tons per acreC. Mulch shall be anchored with an emulsified asphalt binder at the rate of 10gallons per 1,000 square feet.3.05 PROTECTIONProvide, at no additional cost to Owner, fencing, railing, wire or other typesof protection for topsoiled and seeded areas against trespassing and damage. If lawns are damaged prior to Final Acceptance, treat or replacethem as directed. Remove protection when so directed.3.06 MAINTENANCEProvide maintenance from start of work until Final Acceptance. Maintenanceincludes watering of lawns, weeding, mowing, edging, repairs of wash-outsand gullies, repairs to protection, and other necessary work of maintenance.Maintain slopes against erosion.3.07 REHYDROMULCHINGThe Owner's representative will designate areas to be replanted. Areas onwhich a stand of growing grass is not present in a reasonable length of time,(Bermuda grass seed should be germinating in 6-8 days) shall be prepared,reseeded and remulched, as specified for original planting at no additionalcost to Owner. A stand shall be defined as live plants from seed occurring ata rate of not less than 1,000 growing plants per square foot. Replantingrequired because of faulty operations or negligence on the part of the Contractor shall be performed without cost to Owner.3.08 FINAL CLEAN-UPA.At time of final inspection of work, and before final acceptance, clean pavedareas that are soiled or stained by operations of work of this section. Cleanby sweeping or washing, and remove all defacements or stains.B. Remove construction equipment, excess material and tools. Cart away fromsite any debris resulting from work of this section and dispose of as directed._________________END OF SECTIONSECTION 02922SODDING_________PART I - GENERAL1.01 DESCRIPTIONA. Work Included1. Sod bed preparation2. Fertilizing3. Sodding4. Miscellaneous management practicesB. Related Work Specified Elsewhere1. Finish Grading, Section 028002. Lawns and Grasses, Section 029301.02 REFERENCE STANDARDSA. Standardized Plant NamesAmerican Joint Committee of Horticultural Nomenclature,Second Edition, 1942.B. Texas Highway Department - Standard Specifications for Construction,Item 164, Seeding for Erosion Control.1.03 SUBMITTALSA. Vendors Certification That Sod Meets Texas State Sod Law1. Include labeling requirements.2. Include purity and type.1.04 PRODUCT DELIVERY, STORAGE AND HANDLINGA Sod:1. Previous season's crop with date of analysis on each bag.2. Furnish and deliver each variety in separate bags or containers.3. Sod to be cut no more than three days before delivery.B. Fertilizer:1. Unopened bags labeled with the analysis.2. Conform to Texas Fertilizer Law.1.05 JOB CONDITIONSA. Planting Season:1. Only during suitable weather and soil conditions.2. As specifically authorized by the Owner's Representative.B. Schedule - Only after all other construction is complete.C. Protect and Maintain Sodded Areas1. From traffic and all other use.2. Until sodding is complete and accepted.PART II - PRODUCTS2.01 MATERIALSA. Sod:1. Sod: As specified on drawings, weed, insect, and disease free having a minimum of 1 inch of topsoil attached to the roots and cutno more than three days prior to installation.2. The sod shall be cut in strips of at least 1/2 sq. yd. and not more than 1 sq. yd. Sod shall be cut into strips not less than 12" in widthor more than 9' in length. At the time of harvest, the top growth shallnot exceed 3" in length.3. All sod shall conform to the laws of the State and shall be obtainedfrom sources meeting the approval of the Department of Agriculture,Division of Entomology.B.Fertilizer:1. Uniform in composition, free flowing.2. Suitable for application in approved equipment.3. Analysis of 16-20-0, 16-8-8 or as directed.C. Water:1. Free of oil, acid, alkali, salts or other substances harmful to growthof grasses.PART III - EXECUTION3.01 SOD BED PREPARATIONA. Cultivate to a depth of four (4") inches by disking and tilling with a powertiller.B. Clear surfaces of all materials:1. Stumps, stones, and other objects larger than one inch (1").2. Roots, brush, wire, stakes, etc.3. Any objects that may interfere with sodding or maintenance.C. Prepare sod bed:1. Remove soil clods larger than one inch (1").2. Grade areas to smooth, even surface, removing ridges and fillingdepressions. Final grade to be below finish grade of curbing andedging as shown on details. All grades shall meet approval of Owner's Representative before sodding.3.02 SODDINGA. Sodding:1. Lightly water prepared grade, lay sod with staggered joints and withedges touching. Topdress with topsoil at edges if necessary to provide smooth surface. On slopes of 2 to 1 and greater, fasten sodin place with wood pegs (two each piece) or other approvedmethod. Sod damaged by storage or during installation shall be rejected. Following settling, topdress with screened, approved topsoil.2. Water and fertilize at 5 lbs. per 1,000 sq. ft.3. Sod shall not be placed during a drought, nor during periods whensod is not normally placed in the area, and shall not be placed onfrozen ground. No dry or frozen sod is acceptable.4. The contractor shall keep all keep all sodded areas moist and growing until Final Acceptance. All areas shall be maintained in anacceptable condition until acceptance by Owner.B. Rolling:1. After placing sod, roll with a hand roller, weighing not more than 100lbs. per foot of width, in two directions.2. Eliminate all air pockets; finished surface should be free of excessive undulations.3.05 MAINTENANCE AND MANAGEMENTA. Includes protection, replanting, maintaining grades, repair of erosiondamage. Also includes weekly mowing at 1 1/2" height until final acceptance.B. Resodding:1. Resod damaged or unacceptable areas.2. Ruts, ridges, and other surface irregularities shall be corrected._________________END OF SECTION09/21/20WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURALEXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.REGISTRATION NUMBER 2672 ON 09/21/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILETHIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENTTHE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO RKRSEP 21, 2020DateRevisionsDrawn ByChecked ByGACC· · · 55 4900 1112 92 5109 5113 1005 88 5025 4908 4906 5004 5013 51 17 94 85 51 5012 5108 1105 14 1001 51 5005 1009 5209 99 5150 1104 5003 5016 35 5004 5101 41 101 30 5105 5000 5010 1100 13 1109 5115 5117 5100 5100 84 5201 4925 5017 5109 5005 18 5021 88 710 26 5104 5017 5001 1105 24 1101 4804 1105 5113 4917 1100 4913 4909 5008 5000 88 1105 1104 1104 5121 4800 1100 5101 4905 13 5005 85 3450 5113 37 4904 1108 800 5104 1105 1108 1116 5108 1109 1108 1100 1109 5009 4917 33 5200 1104 5025 1104 5000 700 1100 4814 8592 33 3632 52 6060 54 40 4446 5048 42 97 4708 4841 7074843 1117 1104 1108 1105 1109 1100 5112 GLADEROADPLEASANTRUNROADTHOMPSONTERRACECOLLEYVILLE BOULEVARDVILLAGELANEPIAZZA LANE MAIN S TREET BEDFORD ROADJO C A R O L L A NEOAK TIMBERS COURTOLD GLA DE ROA D Notification Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC20-032 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property 500ft Buffer Properties within 500ft Owner Name Owner Address Owner City Owner Zip Situs Address LAKE, WILLIAM D 6814 TULIP LN DALLAS, TX 75230 53 PIAZZA LN # 111 SC 16 VILLAGE LANE INVESTMENT 505 PECAN ST STE 101 FORT WORTH, TX 76102 16 VILLAGE LN COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 5100 COLLEYVILLE BLVD DUCIC, KIMBERLY 37 PIAZZA LN COLLEYVILLE, TX 76034 37 PIAZZA LN SIDES, JOSEPH D 2911 COMPTON RD NASHVILLE, TN 37215 5109 THOMPSON TERR SIDES, JOSEPH D 2911 COMPTON RD NASHVILLE, TN 37215 5113 THOMPSON TERR BUCHWALD, RUDOLPH W 1309 ASHFORD CT COLLEYVILLE, TX 76034 5025 COLLEYVILLE BLVD COLLEYVILLE PLAZA LP 580 DECKER DR STE 203 IRVING, TX 75062 4908 COLLEYVILLE BLVD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 12 VILLAGE LN O'BRIEN, PETE 609 CHEEK SPARGER RD STE 120 COLLEYVILLE, TX 76034 5004 THOMPSON TERR COLLINS, JANET M 5013 OAK TIMBERS CT COLLEYVILLE, TX 76034 5013 OAK TIMBERS CT BUCHANAN LUBBOCK PROPERTIES 3410 LAKE CREEK TR MANSFIELD, TX 76063 51 VILLAGE LN COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 17 MAIN ST BUCHANAN LUBBOCK PROPERTIES 3410 LAKE CREEK TR MANSFIELD, TX 76063 51 VILLAGE LN BREWER, SARA 5012 OAK TIMBERS CT COLLEYVILLE, TX 76034 5012 OAK TIMBERS CT ANTHONY & VIVIAN MCNOSKY REVOC 5108 PLEASANT RUN RD COLLEYVILLE, TX 76034 5108 PLEASANT RUN RD BUCHANAN LUBBOCK PROPERTIES 3410 LAKE CREEK TR MANSFIELD, TX 76063 51 VILLAGE LN QUENICHET, JOHN WAYNE 5005 OAK TIMBERS CT COLLEYVILLE, TX 76034 5005 OAK TIMBERS CT BAJRAM & RUZDI INVESTMENTS LLC 4701 MILL CREEK RD COLLEYVILLE, TX 76034 5150 COLLEYVILLE BLVD GLADE RIVER III LLC 11511 ROSSER RD DALLAS, TX 75229 1104 GLADE RD Y2KITCHEN PROPERTIES LLC 4500 DARTMOORE LN COLLEYVILLE, TX 76034 5003 COLLEYVILLE BLVD RYAN WAYNE PROPERTIES LLC 5017 COLLEYVILLE BLVD COLLEYVILLE, TX 76034 5016 THOMPSON TERR FRUSHER, DONALD 35 PIAZZA LN # 38110 COLLEYVILLE, TX 76034 35 PIAZZA LN # 38 111 RAJU FAMILY TRUST 3816 APPLETON LN FLOWER MOUND, TX 75022 5004 OAK TIMBERS CT BUCHWALD, RUDOLPH W 1309 ASHFORD CT COLLEYVILLE, TX 76034 5101 COLLEYVILLE BLVD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 41 PIAZZA LN JPMORGAN CHASE BANK PO BOX 2558 HOUSTON, TX 77252 5000 COLLEYVILLE BLVD DUNN, REX A 312 MARSEILLE DR HURST, TX 76054 5010 THOMPSON TERR THOMPSON BENJAMIN ETUX YEE-PIN 1100 GLADE RD COLLEYVILLE, TX 76034 1100 GLADE RD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 13 MAIN ST GIBSON, NORMAN C 113 TIMBERLINE DR S COLLEYVILLE, TX 76034 5115 COLLEYVILLE BLVD GIBSON, NORMAN C 113 TIMBERLINE DR S COLLEYVILLE, TX 76034 5117 COLLEYVILLE BLVD GULICK, CYLDE E 5100 OAK TIMBERS CT COLLEYVILLE, TX 76034 5100 OAK TIMBERS CT MODERN HOLDINGS LLC PO BOX 92083 SOUTHLAKE, TX 76092 5100 THOMPSON TERR BAJRAM & RUZDI INVESTMENTS LLC 4701 MILL CREEK RD COLLEYVILLE, TX 76034 5017 THOMPSON TERR COCANOUGHER ASSET NO 3 LTD 6851 NE LOOP 820 STE 200 NORTH RICHLAND HILLS, TX 76180 5005 COLLEYVILLE BLVD HANNA, MAGY H 5021 THOMPSON TERR COLLEYVILLE, TX 76034 5021 THOMPSON TERR Y2KITCHEN PROPERTIES LLC 5003 COLLEYVILLE BLVD COLLEYVILLE, TX 76034 710 GLADE RD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 47 VILLAGE LN SWIGART, CAROL 5104 OAK TIMBERS CT COLLEYVILLE, TX 76034 5104 OAK TIMBERS CT RYAN WAYNE PROPERTIES LLC 5017 COLLEYVILLE BLVD COLLEYVILLE, TX 76034 5017 COLLEYVILLE BLVD ACROPOLIS INC 15233 VENTURA BLVD SUITE 1160 SHERMAN OAKS, CA 91403 5001 THOMPSON TERR COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 24 VILLAGE LN SIDES, JOSEPH D 2911 COMPTON RD NASHVILLE, TN 37215 5113 THOMPSON TERR TMI INTERNATIONAL LLC 5013 COLLEYVILLE BLVD SUITE 10 COLLEYVILLE, TX 76034 5013 COLLEYVILLE BLVD DUNN, REX A 312 MARSEILLE DR HURST, TX 76054 5008 THOMPSON TERR DELGADO, MARK ETAL 5000 THOMPSON TERR COLLEYVILLE, TX 76034 5000 THOMPSON TERR SC 16 VILLAGE LANE INVESTMENT 505 PECAN ST STE 101 FORT WORTH, TX 76102 16 VILLAGE LN JRSR PROPERTIES LLC 5303 COLLEYVILLE BLVD STE A COLLEYVILLE, TX 76034 5121 THOMPSON TERR OHTA, HIROYUKI 5101 OAK TIMBERS CT COLLEYVILLE, TX 76034 5101 OAK TIMBERS CT COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 13 MAIN ST ACROPOLIS INC 15233 VENTURA BLVD SUITE 1160 SHERMAN OAKS, CA 91403 5005 THOMPSON TERR 2 SBC LLC 7506 MT VERNON DR COLLEYVILLE, TX 76034 37 VILLAGE LN NOBEL SOURCE COMPANY LLC 640 S HILL ST STE 341 LOS ANGELES, CA 90014 800 GLADE RD GIBSON, NORMAN C 113 TIMBERLINE DR S COLLEYVILLE, TX 76034 5104 THOMPSON TERR SC 16 VILLAGE LANE INVESTMENT 505 PECAN ST STE 101 FORT WORTH, TX 76102 16 VILLAGE LN CSSG HOLDINGS LLC 12409 DIDO VISTA CT FORT WORTH, TX 76179 5009 THOMPSON TERR SOUMPHONPHAKDY, ANOULONE 5025 THOMPSON TERR COLLEYVILLE, TX 76034 5025 THOMPSON TERR HEA21 LLC 6406 CUTTER RIDGE CT COLLEYVILLE, TX 76034 28 VILLAGE LN KING, DALE L PO BOX 371 COLLEYVILLE, TX 76034 5000 OAK TIMBERS CT LAKEWOOD ESTATES 213 MILL CROSSING WEST COLLEYVILLE, TX 76034 COURTESY NOTICE RIVERWALK AT COLLEYVILLE P.O. BOX 1031 COLLEYVILLE, TX 76034 COURTESY NOTICE GRAPEVINE COLLEYVILLE ISD 3051 IRA E WOODS AVE GRAPEVINE, TX 76051 STATE REQUIRED HULL, BRYAN 908 AUDELIA RD #365 RICHARDSON, TX 75081 APPLICANT Public hearing notices were mailed on December 23, 2020 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, January 11, 2021 at 7:00 p.m. City Council Meetings: Tuesday, February 2, 2021 & Tuesday, February 16, 2021 at 7:30 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a zoning change from CC-1 Village Retail zoning district and R-20 Single Family Residential zoning district to PUD-C Planned Unit Development-Commercial zoning district. The purpose is to change the zoning in order to combine both properties and completely redevelop the existing beauty salon, Ryan Wayne Salon. Zoning Case: ZC20-032 Applicant: Bryan Hull Owner: Ryan Wayne Properties Location: 5017 Colleyville Boulevard and 5016 Thompson Terrace Property Description: Lot 2A, 3A, and 12, Block 1, Thompson Terraces Present Zoning: CC-1 Village Retail and R-20 Single Family Residential This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. Denial of the proposal by the Commission is final, unless the applicant submits a written notice of appeal within 10 days from the date of action by the Commission. If appealed, the request will be placed on the next available City Council agenda as listed above. Rezoning requests, zoning amendments and conditions recommended by the Commission for approval by the City Council may be more restrictive than those described in this notice. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 NOTICE OF PUBLIC HEARING If the property owners of 20% or more of the land within the 200 foot notification area file a written protest prior to the public hearing, State law provides that the approval of the zoning change request shall require the approval of a super majority vote by City Council. The application is on file for public examination in the Community Development Department at 100 Main Street, Colleyville, Texas 76034. A brief project description can be found online on the 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 ORDINANCE O-21-XXXX AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP OF THE CITY OF COLLEYVILLE, TEXAS, BY CHANGING THE ZONING ON 0.8361 ACRES BEING A PORTION OF LOTS 2A, 3A, AND 12, BLOCK 1, IN THE THOMPSON TERRACES, AND LOCATED AT 5017 COLLEYVILLE BOULEVARD AND 5016 THOMPSON TERRACE FROM THE CC-1 VILLAGE RETAIL DISTRICT AND R-20 SINGLE FAMILY RESIDENTIAL DISTRICT TO THE PUD-C PLANNED UNIT DEVELOPMENT – COMMERCIAL ZONING DISTRICT; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for a rezoning under Case No. ZC20-032; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to amend the City’s zoning ordinance; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration to, among other things, the character of the City’s zoning districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the City Council is of the opinion that the change in zoning provided for herein should be made, in compliance with the City Charter, and state law with reference to changes to zoning classifications under the City’s zoning ordinance and zoning map, having given the requisite notices required by law and having held public hearings affording all interested persons and property owners a full and fair opportunity to be hear NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by authorizing a change in the zoning being a portion of on Lots 2A, 3A, and 12, Block 1, Thompson Terraces subdivision, being 0.8361 acres, from the CC-1 Village Retail and R-20 Single Family Residential districts to PUD-C Planned Unit Development – Commercial district, as depicted on the attached as Exhibit “A”. Sec. 2. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Comprehensive Zoning Ordinance of the City of Colleyville as heretofore amended, and as amended herein. Sec. 3. THAT the above described tract of land shall be subject to the following conditions: 1. As depicted in the attached Exhibit “A”, Exhibit “B” Exhibit “C” , and Exhibit “D” . Sec. 4. THAT any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 5. THAT if any section, paragraph, subdivision, clause, phrase or provision of this ordinance shall be judged invalid or unconstitutional, the same shall not affect the validity of this ordinance as a whole or any portion thereof other than that portion so decided to be invalid or unconstitutional. Sec. 6. THAT in addition to and accumulative of all other penalties, the City shall have the right to seek injunctive relief for any and all violations of this ordinance. Sec. 7. THAT this ordinance shall take effect immediately from and after its passage subject to the publication of the caption, as the law or charter in such cases may provide. AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 19 th day of January 2021. The second reading and public hearing being conducted on the 2nd day of February 2021. PASSED AND APPROVED BY A VOTE OF ___ AYES, ___ NAYS, AND ___ ABSTENTIONS ON THIS THE 2ND DAY OF FEBRUARY 2021. Mayor Richard Newton Mayor Pro Tem Bobby Lindamood _____ Place 1, Tammy Nakamura Place 5, Chuck Kelley _____ Place 3, Kathy Wheat Place 6, Callie Rigney _____ Place 4, George Dodson ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Richard Newton City Secretary Mayor APPROVED AS TO FORM: Whit Wyatt City Attorney Exhibit “A” – Location and Zoning Map Exhibit “B” – Statement of Planning Objectives Exhibit “C” –Site Plan and Building Elevations Exhibit “D” - Landscape Plan 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 1/25/2021 Number WS-2 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Replat for Lot 12R, Block 1, Thompson Terraces, being a portion of Lots 2A & 3A and Lot 12, Block 1, Thompson Terraces, located at 5017 Colleyville Boulevard and 5016 Thompson Terrace, Case PC20-012 Explanation Brian Hull, the applicant, has submitted a request for a replat of Lot 12R, Block 1, of the Thompson Terraces Addition being portions of Lots 2A & 3A, and Lot 12, Block 1, of the Thompson Terraces Addition, being approximately 0.8361 acres, and zoned CC-1 Village Retail district and R-20 Single Family Residential district. The purpose is to combine both properties to make one lot in order to expand and remodel the existing beauty salon, Ryan Wayne Salon. The building accessing Thompson Terrace will be used as a training facility for the salon. Existing Conditions/Background: The subject property, 5017 Colleyville Boulevard, resides on the east side of Colleyville Boulevard and has CC-1 Village Retail zoning. The other subject property, 5016 Thompson Terrace, resides adjacent to 5017 Colleyville Boulevard and is located on the west side of Thompson Terrace and has R- 20 Single Family Residential zoning. Lot Dimensions and Setbacks: Per Section 3.24 G, Schedule of District Regulations in the Land Development Code, the CC-1 zoning regulations require the following standards: Lot Size 15,000 sf. Lot Width 150 ft. Lot Depth 120 ft. 36,420 square feet 104.47 feet 194.75 feet Front Building Line 40 ft. Side Building Line 15 ft. Rear Building Line 10 ft. Max. Lot Coverage 50% Planning and Zoning Commission Agenda Briefing City of Colleyville Page 2 Max. Impervious Coverage 80% As submitted, the proposed plat meets the requirements of the PUD-C zoning as proposed and as described in the Land Development Code. Surrounding Development: The surrounding area consists of properties zoned CC-1 Village Retail district to the north, south, and west and are improved with commercial uses. The properties located to the east are zoned CN Neighborhood Commercial and R-20 Single Family Residential district and are improved with commercial uses and a single-family residence. Analysis: A complete analysis is not available due to the DRC comments listed below. Plat Status: The properties are currently portions of platted lots 2A & 3A and Lot 12, Block 1, Thompson Terraces Addition. DRC Review: The DRC met on December 21st and offered the following comments to the applicant: Planning Comments for the Replat 1.Remove the Staff Approval Signature Block. 2.Remove the Surveyor’s Certification Signature Block. 3.Show the distance from the centerline for both Colleyville Boulevard and Thompson Terrace. 4.On adjacent properties, include any easements within 100’ of the proposed subdivision. Engineering Comments 1.FEMA has begun the process of remapping many of the collector tributaries within the City of Colleyville.Many of these tributaries were unstudied and as such were previously designated as 500 year floodplain under the previous mapping.This current remapping, of which we were recently notified will change the majority of this property from 500 year floodplain into 100 year floodplain.This new designation substantially changes the requirements to develop this property. 2.Thereby all future development of this property will have to be done in compliance with Chapter 50 Flooding in the Municipal Code.I suggest the developer have their engineering staff contact FEMA Region 6, for the hydraulic models. 3.On the replat, we will need Floodway Easements with associated notes which boundaries will be determined by the afore mentioned models. Additionally as these 2 lots are combining into one lot and both will be deeper than 200’, we will need 16’ drainage and utility easements as required by the Land Development Planning and Zoning Commission Agenda Briefing City of Colleyville Page 3 Code. 4.As floodplain, the development of the property must have an engineering report showing no adverse effect on adjacent properties brought forth by the development of the property or by the proposed pedestrian bridge.The new structure will be required to be flood proofed or be built 2 feet above the base flood elevation (BFE). The existing house will be limited to the 50% value for renovations or will also be required to be flood proofed or to be raised to 2 feet above the BFE. 5.Signage should be installed advising customers that the parking areas exist within a 100 year floodplain. Tree Preservation: Any subdivision of the subject property must comply with Chapter 5 (Tree Preservation) of the Land Development Code. Where any tree is slated for removal, no site grading, dirt disturbance or new construction may occur on the property until a Tree Removal Permit has been issued that is associated with an approved Tree Preservation Plan. In addition to the requirements for submittal of a Tree Removal Permit and Tree Preservation Plan, future development on the site must maintain the minimum existing protected tree canopy coverage as required in Chapter 5. Staff Recommendation: Staff recommends denial of the Replat per the outstanding DRC comments. Recommendation Denial Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Plat Exhibit 5.Notification Map 6.Notification List 7.Property Owner Notification Letter 8.Draft Resolution 9.Comments for Cases PC20-012 & ZC20-032 5100 5109 5113 5025 5150 5016 5101 5010 5115 5100 5005 5017 5013 5008 5104 5025 COLLEYVILLE BOULEVARDPLEASANTRUNROAD THOMPSONTERRACEAerial 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. PC20-012 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property 5100 37 5109 5113 5025 12 5004 5012 5108 5150 5003 5016 35 5004 5101 41 5000 5010 5115 5117 5100 5100 5017 5005 5021 5104 5017 5001 5113 5013 5008 5000 16 5121 5005 5104 5009 5025 5000 VILLAGE LANE COLLEYVILLE BOULEVARDPLEASANTR U N R OA D THOMPSONTERRACECC-1 AG PUD-C PU D-C PU D-C CC-1 CN R-20 CN PU D-C CN PU D-C 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. PC20-012 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property 53 16 5100 37 5109 5113 5025 12 5004 5012 5108 5150 5003 5016 35 5004 5101 41 5000 5010 5115 5117 5100 5100 5017 5005 5021 5104 5017 5001 5113 5013 5008 5000 16 5121 13 5005 5104 5009 5025 5000COLLEYVILLE BOULEVARDVILLAGE LANE PLEASANTR U N R O A D THOMPSONTERRACEFuture 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. PC20-012 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property Sales Tax Preferred Intersection Residential Colleyville Blvd Corridor Plat Exhibit 55 4900 1112 92 5109 5113 1005 88 5025 4908 4906 5004 5013 51 17 94 85 51 5012 5108 1105 14 1001 51 5005 1009 5209 99 5150 1104 5003 5016 35 5004 5101 41 101 30 5105 5000 5010 1100 13 1109 5115 5117 5100 5100 84 5201 4925 5017 5109 5005 18 5021 88 710 26 5104 5017 5001 1105 24 1101 4804 1105 5113 4917 1100 4913 4909 5008 5000 88 1105 1104 1104 5121 4800 1100 5101 4905 13 5005 85 3450 5113 37 4904 1108 800 5104 1105 1108 1116 5108 1109 1108 1100 1109 5009 4917 33 5200 1104 5025 1104 5000 700 1100 4814 8592 33 3632 52 6060 54 40 4446 5048 42 97 4708 4841 7074843 1117 1104 1108 1105 1109 1100 5112 GLADEROADPLEASANTRUNROADTHOMPSONTERRACECOLLEYVILLE BOULEVARDVILLAGELANEPIAZZA LANE MAIN S TREET BEDFORD ROADJO C A R O L L A NEOAK TIMBERS COURTOLD GLA DE ROA D Notification Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC20-012 K5017 Colleyville Blvd and 5016 Thompson Terr Subject Property 500ft Buffer Properties within 500ft Owner Name Owner Address Owner City Owner Zip Situs Address LAKE, WILLIAM D 6814 TULIP LN DALLAS, TX 75230 53 PIAZZA LN # 111 SC 16 VILLAGE LANE INVESTMENT 505 PECAN ST STE 101 FORT WORTH, TX 76102 16 VILLAGE LN COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 5100 COLLEYVILLE BLVD DUCIC, KIMBERLY 37 PIAZZA LN COLLEYVILLE, TX 76034 37 PIAZZA LN SIDES, JOSEPH D 2911 COMPTON RD NASHVILLE, TN 37215 5109 THOMPSON TERR SIDES, JOSEPH D 2911 COMPTON RD NASHVILLE, TN 37215 5113 THOMPSON TERR BUCHWALD, RUDOLPH W 1309 ASHFORD CT COLLEYVILLE, TX 76034 5025 COLLEYVILLE BLVD COLLEYVILLE PLAZA LP 580 DECKER DR STE 203 IRVING, TX 75062 4908 COLLEYVILLE BLVD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 12 VILLAGE LN O'BRIEN, PETE 609 CHEEK SPARGER RD STE 120 COLLEYVILLE, TX 76034 5004 THOMPSON TERR COLLINS, JANET M 5013 OAK TIMBERS CT COLLEYVILLE, TX 76034 5013 OAK TIMBERS CT BUCHANAN LUBBOCK PROPERTIES 3410 LAKE CREEK TR MANSFIELD, TX 76063 51 VILLAGE LN COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 17 MAIN ST BUCHANAN LUBBOCK PROPERTIES 3410 LAKE CREEK TR MANSFIELD, TX 76063 51 VILLAGE LN BREWER, SARA 5012 OAK TIMBERS CT COLLEYVILLE, TX 76034 5012 OAK TIMBERS CT ANTHONY & VIVIAN MCNOSKY REVOC 5108 PLEASANT RUN RD COLLEYVILLE, TX 76034 5108 PLEASANT RUN RD BUCHANAN LUBBOCK PROPERTIES 3410 LAKE CREEK TR MANSFIELD, TX 76063 51 VILLAGE LN QUENICHET, JOHN WAYNE 5005 OAK TIMBERS CT COLLEYVILLE, TX 76034 5005 OAK TIMBERS CT BAJRAM & RUZDI INVESTMENTS LLC 4701 MILL CREEK RD COLLEYVILLE, TX 76034 5150 COLLEYVILLE BLVD GLADE RIVER III LLC 11511 ROSSER RD DALLAS, TX 75229 1104 GLADE RD Y2KITCHEN PROPERTIES LLC 4500 DARTMOORE LN COLLEYVILLE, TX 76034 5003 COLLEYVILLE BLVD RYAN WAYNE PROPERTIES LLC 5017 COLLEYVILLE BLVD COLLEYVILLE, TX 76034 5016 THOMPSON TERR FRUSHER, DONALD 35 PIAZZA LN # 38110 COLLEYVILLE, TX 76034 35 PIAZZA LN # 38 111 RAJU FAMILY TRUST 3816 APPLETON LN FLOWER MOUND, TX 75022 5004 OAK TIMBERS CT BUCHWALD, RUDOLPH W 1309 ASHFORD CT COLLEYVILLE, TX 76034 5101 COLLEYVILLE BLVD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 41 PIAZZA LN JPMORGAN CHASE BANK PO BOX 2558 HOUSTON, TX 77252 5000 COLLEYVILLE BLVD DUNN, REX A 312 MARSEILLE DR HURST, TX 76054 5010 THOMPSON TERR THOMPSON BENJAMIN ETUX YEE-PIN 1100 GLADE RD COLLEYVILLE, TX 76034 1100 GLADE RD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 13 MAIN ST GIBSON, NORMAN C 113 TIMBERLINE DR S COLLEYVILLE, TX 76034 5115 COLLEYVILLE BLVD GIBSON, NORMAN C 113 TIMBERLINE DR S COLLEYVILLE, TX 76034 5117 COLLEYVILLE BLVD GULICK, CYLDE E 5100 OAK TIMBERS CT COLLEYVILLE, TX 76034 5100 OAK TIMBERS CT MODERN HOLDINGS LLC PO BOX 92083 SOUTHLAKE, TX 76092 5100 THOMPSON TERR BAJRAM & RUZDI INVESTMENTS LLC 4701 MILL CREEK RD COLLEYVILLE, TX 76034 5017 THOMPSON TERR COCANOUGHER ASSET NO 3 LTD 6851 NE LOOP 820 STE 200 NORTH RICHLAND HILLS, TX 76180 5005 COLLEYVILLE BLVD HANNA, MAGY H 5021 THOMPSON TERR COLLEYVILLE, TX 76034 5021 THOMPSON TERR Y2KITCHEN PROPERTIES LLC 5003 COLLEYVILLE BLVD COLLEYVILLE, TX 76034 710 GLADE RD VILLAGE OWNERS ASSOCIATION INC 1024 S GREENVILLE AVE STE 230 ALLEN, TX 75002 47 VILLAGE LN SWIGART, CAROL 5104 OAK TIMBERS CT COLLEYVILLE, TX 76034 5104 OAK TIMBERS CT RYAN WAYNE PROPERTIES LLC 5017 COLLEYVILLE BLVD COLLEYVILLE, TX 76034 5017 COLLEYVILLE BLVD ACROPOLIS INC 15233 VENTURA BLVD SUITE 1160 SHERMAN OAKS, CA 91403 5001 THOMPSON TERR COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 24 VILLAGE LN SIDES, JOSEPH D 2911 COMPTON RD NASHVILLE, TN 37215 5113 THOMPSON TERR TMI INTERNATIONAL LLC 5013 COLLEYVILLE BLVD SUITE 10 COLLEYVILLE, TX 76034 5013 COLLEYVILLE BLVD DUNN, REX A 312 MARSEILLE DR HURST, TX 76054 5008 THOMPSON TERR DELGADO, MARK ETAL 5000 THOMPSON TERR COLLEYVILLE, TX 76034 5000 THOMPSON TERR SC 16 VILLAGE LANE INVESTMENT 505 PECAN ST STE 101 FORT WORTH, TX 76102 16 VILLAGE LN JRSR PROPERTIES LLC 5303 COLLEYVILLE BLVD STE A COLLEYVILLE, TX 76034 5121 THOMPSON TERR OHTA, HIROYUKI 5101 OAK TIMBERS CT COLLEYVILLE, TX 76034 5101 OAK TIMBERS CT COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 13 MAIN ST ACROPOLIS INC 15233 VENTURA BLVD SUITE 1160 SHERMAN OAKS, CA 91403 5005 THOMPSON TERR 2 SBC LLC 7506 MT VERNON DR COLLEYVILLE, TX 76034 37 VILLAGE LN NOBEL SOURCE COMPANY LLC 640 S HILL ST STE 341 LOS ANGELES, CA 90014 800 GLADE RD GIBSON, NORMAN C 113 TIMBERLINE DR S COLLEYVILLE, TX 76034 5104 THOMPSON TERR SC 16 VILLAGE LANE INVESTMENT 505 PECAN ST STE 101 FORT WORTH, TX 76102 16 VILLAGE LN CSSG HOLDINGS LLC 12409 DIDO VISTA CT FORT WORTH, TX 76179 5009 THOMPSON TERR SOUMPHONPHAKDY, ANOULONE 5025 THOMPSON TERR COLLEYVILLE, TX 76034 5025 THOMPSON TERR HEA21 LLC 6406 CUTTER RIDGE CT COLLEYVILLE, TX 76034 28 VILLAGE LN KING, DALE L PO BOX 371 COLLEYVILLE, TX 76034 5000 OAK TIMBERS CT LAKEWOOD ESTATES 213 MILL CROSSING WEST COLLEYVILLE, TX 76034 COURTESY NOTICE RIVERWALK AT COLLEYVILLE P.O. BOX 1031 COLLEYVILLE, TX 76034 COURTESY NOTICE GRAPEVINE COLLEYVILLE ISD 3051 IRA E WOODS AVE GRAPEVINE, TX 76051 STATE REQUIRED HULL, BRYAN 908 AUDELIA RD #365 RICHARDSON, TX 75081 APPLICANT Public hearing notices were mailed on December 23, 2020 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, January 11, 2021 at 7:00 p.m. City Council Meetings: Tuesday, February 2, 2021 at 7:30 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Replat for Lot 12R, Block 1, Thompson Terraces, being a portion of Lots 2A & 3A, and Lot 12, Block 1, Thompson Terraces. The Purpose is to combine both properties to make one commercial lot in order to expand and remodel the existing beauty salon, Ryan Wayne Salon. Zoning Case: PC20-012 Applicant: Bryan Hull Owner: Ryan Wayne Properties Location: 5017 Colleyville Boulevard and 5016 Thompson Terrace Property Description: Lot 2A, 3A, and 12, Block 1, Thompson Terraces Present Zoning: CC-1 Village Retail and R-20 Single Family Residential This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 NOTICE OF PUBLIC HEARING 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-21-XXXX A RESOLUTION APPROVING A REPLAT FOR LOT 12R, BLOCK 1, OF THE THOMPSON TERRACES ADDITION WHEREAS,the Planning and Zoning Commission recommended approval of the Replat of Lot 2A & 3A, and 12, Block 1, of the Thompson Terraces Subdivision on January 11, 2021. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the Replat for Lot 12R, Block 1, of the Thompson Terraces Addition, on approximately 0.8361 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 2nd DAY OF FEBRUARY 2021. 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 From:bhull To:Jackie Reyff Cc:Ben Bryner; Araceli Botello Subject:Comments for Cases PC20-012 & ZC20-032 Date:Thursday, January 14, 2021 4:22:45 PM Good afternoon, Ryan Wayne Salon has responded to the questions asked by thye commission as follows: We will be following the Covid protocol, assuming it is still in place at the time. The building will be used for storage most of the time, but due to limited space at the salon located at 5017 Colleyville Blvd, it will also be used for Ryan Wayne staff training due to parking restrictions at the main salon. Again, our goal is to mostly use this space for storage. Thank you, Bryan HullREB Design469-426-6906 P Our business vision is “Clean & Green.” Please consider wheather you need to print this email. IN GOD WE TRUST. CONFIDENTIALITY NOTICE This email, including any accompanying documents, may contain confidential or privileged information intended only for the use of the person to whom this email is addressed. If you are not the addressee, you are strictly prohibited from reviewing, disclosing, copying, distributing or taking any action in reliance on information contained in this email. If you received this email in error, please immediately notify the sender at the telephone number listed above. From: Jackie Reyff Sent: Tuesday, January 12, 2021 10:52 AM To: Bryan Hull Cc: Ben Bryner ; Araceli Botello > Subject: Comments for Cases PC20-012 & ZC20-032 Morning Mr. Hull, Cases PC20-012 and ZC20-032 were introduced during the Work Session for the Planning and Zoning Commission last evening. There were questions regarding the proposed training facility along Thompson Terrace. The Commission had questions about how the building would be used? How many people would be training at the same time? Would the building be used to train those not affiliated with the Ryan Wayne Salon? If you’d like to view the Planning and Zoning Commission Work Session you may view it at Colleyville.com. If you have any further questions, I may be reached by phone or email. Jackie Jacquelyn Reyff, AICP Principal Planner 817.503.1056 Integrity ~ Communication ~ Excellence ~ Transparency ATTENTION ALL PUBLIC OFFICIALS: A “Reply to All” of this e-mail could lead to violations of the Texas Open Meeting Act. Please reply only to the sender. Virus-free. www.avg.com 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 1/25/2021 Number WS-3 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Preliminary/Final Plat for Lots 1-12 and Lots A & B, Block 1, Eastpointe Terrace, being Lot 1, Miles Addition, located at 6480 Pool Road, Case PC20-013 Explanation Samantha Renz, the applicant, has submitted a request for a Preliminary/Final Plat for Lots 1-12 and Lots A&B (open space), Block 1, Eastpoint Terrace, being Lot 1, Miles Addition, being approximately 8.094 acres, and zoned R-20 Single Family Residential district. The purpose is to subdivide the property into 12 single-family residential lots and two (2) open space lots. Existing Conditions/Background: The subject property, 6480 Pool Road, resides on the west side of Pool Road north of Independence Road and has R-20 zoning. Lot Dimensions and Setbacks: Per Section 3.24 G, Schedule of District Regulations in the Land Development Code, the R-20 zoning regulations require the following standards: Minimum Lot Size Minimum Lot Width Minimum Lot Depth +/- 21,700 sf. +/- 100 feet +/- 217 feet Front Building Line 20,000 sf. 100 feet 125 feet 30 feet Side Building Line 10 feet Rear Building Line 25 feet Max. Lot Coverage 30% Max. Impervious Coverage 60% As submitted, the proposed plat meets the requirements of the R-20 zoning as described in the Land Development Code. Planning and Zoning Commission Agenda Briefing City of Colleyville Page 2 Surrounding Development: The surrounding area consists of properties zoned R-20 Single Family Residential district to the south and west and are improved with single- family residential homes. The properties to the north have R-20 Single Family Residential district zoning and AG Agricultural zoning and are improved with single- family residential homes and the Glenhope Elementary school. The properties to the east across Pool Road are located in the City of Grapevine. Analysis: In October 2017, a preliminary/final plat was approved, but has since expired. Per Chapter 8 of the Colleyville Land Development Code: Approval of a Preliminary Plat shall expire after twelve (12) months from the date of approval, unless a Final Plat is submitted for all or part of the area that has received Preliminary Plat approval. The approving body may approve a time extension upon written request from the developer or may waive the twelve month termination period when the Final Plat is determined to be consistent with the approved Preliminary Plat and no additional standards have been adopted by the City. A complete analysis has not been conducted due to the DRC comments listed below. Plat Status: The property is currently platted as Lot 1 of the Miles Addiition. DRC Review: The DRC met on December 21st and offered the following comments to the applicant: Planning and Zoning Comments 1. Include a City Council approval block. 2. Provide the distance from the centerline of Pool Road. 3. Add the total project lot area in square feet. Engineering Comments 1.Due to drainage and other considerations the plat needs 7.5’ DUE on the side property line on each side at a minimum. If possible it is preferred whatever the Building Side set back is, which is 10 feet for the R-20 zoning. 2. Double frontage lots require a plat note. Since the plat note can’t cover the adjoining subdivision where the double frontage is occurring, this layout – although most likely unavoidable – isn’t ideal. 3. Since the Construction plans (like the plat) were submitted more than 2 years ago, they will have to be updated, resubmitted, reviewed and approved. As an example, the 6” sanitary sewer that would have been allowed in 2018 would not meet current Public Works requirements. Planning and Zoning Commission Agenda Briefing City of Colleyville Page 3 4. An ACOE 404 permit needs to be revivified as meeting current standards. Urban Forestry Comments A tree survey and Urban Forestry Plan are required to be submitted. I have attached the plan approved for the previous expired Preliminary Plat as a reference, but the section of the Land Development Code dealing with tree preservation was revised in early 2019 and so this project will need to show to meet those new rules. I will provide a copy of the updated chapter as well as the submittal/plan outline of what is required. Major changes include: only heritage trees require mitigation; mitigation methodology is changed; tree preservation review for subdivision construction is different and separated from review of each home building permit; Subdivision initial development and grading must preserve 50% existing protected tree canopy; definitions for protected trees and heritage trees has changed. If the new rules are not met you would need to rethink the grading or apply for an appeal case. The appeal cases for Urban Forestry now only go to City Council and not Planning & Zoning. Tree Preservation: Any subdivision of the subject property must comply with Chapter 5 (Tree Preservation) of the Land Development Code. Where any tree is slated for removal, no site grading, dirt disturbance or new construction may occur on the property until a Tree Removal Permit has been issued that is associated with an approved Tree Preservation Plan. In addition to the requirements for submittal of a Tree Removal Permit and Tree Preservation Plan, future development on the site must maintain the minimum existing protected tree canopy coverage as required in Chapter 5. Staff Recommendation: Staff recommends denial of the replat per the outstanding DRC comments. Recommendation Denial Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Plat Exhibits 5.Previously Approved Plat Exhibits 6.Notification Map 7.Notification List Planning and Zoning Commission Agenda Briefing City of Colleyville Page 4 8.Property Owner Notification Letter 9.Draft Resolution 2508 6504 2617 6507 6408 6508 6608 6303 6505 6505 6401 6605 6509 6609 6409 6500 6605 6404 2621 6604 2616 6607 6503 6601 6405 2613 26082500 2401 2604 6603 6307 6501 2504 2509 6400 2601 2612 2609 2600 6512 6509 6613 6480 2516 6401 6315 6501 6612 2605 6403 6309 6305 6316 2512 6616 6600 2513 6300 POOL ROADREGIMENT PLACEGL E NH O P E C I R C L E S GLENHOPE C I R C L E N INDEPENDENCE ROA D 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. PC20-013 K6480 Pool Road Subject Property 6602 6300 6500 2505 2508 6308 6502 6504 2310 2617 6507 6210 6304 6408 25072503240024052501 6510 6508 6608 6303 6505 2504 6505 6401 6605 6509 6609 6409 6500 6605 6404 2621 6604 2403 2407 2616 6306 66076606 6503 6312 6601 6405 2613 2608 6301 2605 2500 2401 2604 6603 6307 6501 2504 2402 2509 6400 2601 2612 6604 2607 2609 2601 2600 2500 6600 2603 65126508 2309 6302 6509 6613 6480 2516 6401 6315 6501 6612 2605 6403 6309 6305 6316 2409 2308 2509 2512 2508 6616 6600 6211 2513 6300 6260 POOL ROADCONNIELANEREGIMENT PLACEGL E NH O P E C IR C L E S GL ENHOPE C I R C L E N INDEPENDENCE ROA D AG R-20 AG RE R-20 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. PC20-013 K6480 Pool Road Subject Property 6500 2508 6502 6504 2310 2617 6507 6304 6408 6508 6608 6303 6505 2504 6505 6401 6605 6509 6609 6409 6500 6605 6404 2621 6604 2616 6306 6607 6503 6312 6601 6405 2613 2608 6301 2500 2604 6603 6307 6501 2504 2509 6400 2601 2612 2609 2600 65126508 2309 6302 6509 6613 6480 2516 6401 6315 6501 6612 2605 6403 6309 6305 6316 2308 2512 6616 6600 2513 6300CONNIE LANEREGIMENT PLACEGL E NH O P E C I R C L E S GLENHOPE C I R C L E N INDEPENDENCE ROA D Future Land Use Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC20-013 K6480 Pool Road Subject Property Residential Institutional Open Space; Parks Preliminary Plat Exhibit 310+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+41.81EASTPOINTE COURT (56' RIGHT-OF-WAY)N01° 03' 03.13"W218.18271.69'L=2 0 .85'L=72.89'37.71'184.43'260.01'L=80.00'210.83'26.48'164.88'L=80.00'110.01'323.69'L=127.38'L=13.54'L=77.16'145.60'310+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+41.81N01° 03' 03.13"W218.18271.69'L=20.85'L=72.89'37.71'184.43'260.01'L=80.00 '210.83'26.48'164.88'L=80.00'110.01'323.69'L=127.38'L=13.54'L =77.16'145.60'*2EASTPOINTE TERRACE6480 POOL ROADCOLLEYVILLE, TEXAS29PRELIMINARYNOT FOR CONSTRUCTIONPost-DevelopmentDrainage Area Map10%#..*1745$'(14';17&+)OFFSITE DRAINAGE AREASSITE DRAINAGE AREASRTQRQUGF&'6'06+10210&+5&'5+)061#66'07#6'6*'2156&'8'.12/'062'#-(.196124'&'8'.12/'06(.195RTGÄFGXGNQROGPVHNQYYKNNDGCNNQYGFVQRCUUVJTQWIJRQPFCPFFGVCKPVJGFKHHGTGPEGQHÄEHU#NNQYCDNG&KUEJCTIG2TGÄ&GXGNQROGPVHNQYHKPCNFGVGPVKQPRQPFFGUKIPYKNNDGRTQXKFGFKPEKXKNEQPUVTWEVKQPRNCPUDrainage Exhibit )3 )3 )3 )3 )3 )3 )3 )3 )3 )3 )3 )) )) )) )) )) )) )) )) )) )) )) )3 )) ,668(5(9,6,215(&25'G. I. Joseph Vaughn480 Cloud View CtProsper, TX 75078t 972-827-5677L1.0TREESURVEYSHEET5(68%0,77$/72&,7<SHEET SCALED AT24 X 36 PAGE SIZELEGEND EXISTING TREE 10-04-172:1(53523(57</(*$/'(6&5,37,21 5(68%0,77$/72&,7< 5(68%0,77$/72&,7<EASTPOINTE TERRACE6480 POOL RDCOLLEYVILLE, TX5(68%0,77$/72&,7<Supporting Documents )3 )3 )3 )3 )3 )3 )3 )3 )3 )3 )3 )) )) )) )) )) )) )) )) )) )) )) )3 )) 101.1'50.77'R59.9' R59.9'R150'100.00'216.85'100.00'100.00'218.18'100.00'100.00'100.00'217.99'100.00'217.80'100.00'217.60'100.00'217.22'100.00'217.41'100.00'217.03'100.00'90.51'216.85'90.51'100.00'34.68'L=19.88'57.51'177.09'139.17'135.30'50.77'L=55.55'43.59'177.09'202.50'L=20.16'81.10'50.77'101.10'L=54.79'80.00'163.16'80.00'163.01'80.00'162.97'80.00'162.82'80.00'162.78'80.00'162.62'80.00'162.58'80.00'162.43'80.00'162.39'80.00'162.24'80.00'162.20'80.00'162.05'80.00'161.83'25.30'67.37'122.35'98.99'108.46'L=84.52'20.69'80.10'R30'R30'R49.5'10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+41.81/27/27/27/27/27/27/27/27/27/27&20021$5($ $ '(9(/230(17352+,%,7(' /27/2775$&7$&$&$&$&$&$&$&$&$&$&($6732,17(&2857  5,*+72):$< R50'R30'R30'126.01'$&$&$&$&71.69'L=2 0 .85'L=72.89'37.71'184.43'260.01'L=80.00'210.83'26.48'164.88'L=80.00'110.01'323.69'L=127.38'L=13.54'L=77.16'145.60',668(5(9,6,215(&25'G. I. Joseph Vaughn480 Cloud View CtProsper, TX 75078t 972-827-5677EASTPOINTE TERRACE6480 POOL RDCOLLEYVILLE, TXL1.1TREEPRESERVATIONSHEET1. TREE FENCING SHOWN MUST BE IN PLACE AT ALL TIMES DURING CONSTRUCTION AND NO TRENCHES FOR DOMESTICWATER, IRRIGATION, ELECTRIC, TELECOMMUNICATIONS, OR GAS MAY BE WITHIN THESE AREAS WITHOUT REVIEWINGIT FIRST WITH THE URBAN FORESTRER. SUCH DAMAGE TO TREES MAY CONSTITUTE REMOVAL WITHOUT A PERMIT.GENERAL TREE PROTECTION PLAN NOTES:3527(&7('75((0,7,*$7,21180%(52)75((6216,7(180%(52)75((635(6(59('180%(52)75((65(029(''%+,1&+(6727$/'%+,1&+(65(029('2876,'((;(037$5($6352326(''%+,1&+(6720,7,*$7(     SHEET SCALED AT24 X 36 PAGE SIZE PRESERVED TREE REMOVED TREE TREE PROTECTION FENCING LEGENDSUBDIVISION AREA = 352,570SF (8.0939A)EXISTING TREE CANOPY COVER = 74,517EXISTING PROTECTED TREE CANOPY COVER IN EXEMPT AREAS = 51,990EXISTING PROTECTED TREE CANOPY COVER = 22,527MINIMUM TREE PRESERVATION (70%) = 15,769PROVIDED PRESERVATION1. EXEMPT = 1,1312. NON-EXEMPT = 8,2503. TOTAL = 9,381PROTECTED TREE PRESERVATION:* TREES REQUIRED DUE TO MITIGATION SHALL BE PROVIDED IN COMMON AREAS AND EVENLY DISTRIBUTED THROUGHOUTTHE DEVELOPMENT TO THE EXTENT PRACTICAL.SHEET SCALED24 X 36 PAGEPRESERVEDTREE REMOVED TREE TREE PROTECTION FENCING LEGENDSUBDIVISION AREA = 352,570SF (8.0939A)EXISTING TREE CANOPY COVER = 74,517EXISTING PROTECTED TREE CANOPY COVER IN EXEMPT AREAS = 51,990EXISTING PROTECTED TREE CANOPY COVER = 22,527MINIMUM TREE PRESERVATION (70%) = 15,769PROVIDED PRESERVATION1.EXEMPT =1,1312.NON-EXEMPT = 8,2503.TOTAL = 9,381PROTECTED TREE PRESERVATION:CHES FOR DOMESTICWITHOUT REVIEWINGWITHOUT APERMIT352326(''%+,1&+(6720,7,*$7(DISTRIBUTEDTHROUGHOUTST BE IN PLACE AT ALL TIMES DURING CONSTRUCTION ANDNO TRENCRIC, TELECOMMUNICATIONS, OR GAS MAY BE WITHIN THESE AREASWORESTRERSUCH DAMAGE TO TREES MAY CONSTITUTEREMOVAL WECTIONPLAN NOTES:527(&7('75((0,7,*$7,21180%(52)75((65(029(''%+,1&+(6727$/'%+,1&+(65(029('2876,'((;(037$5($6MITIGATION SHALL BE PROVIDED IN COMMON AREAS AND EVENLY DE EXTENT PRACTICAL.1.TREE FENCING SHOWNMUSWATER, IRRIGATION,ELECTRIT FIRSTWITH THEURBAN FGENERAL TREEPROTE35180%(52)75((6216,7(180%(52)75((635(6(59('*TREES REQUIRED DUETO THE DEVELOPMENT TOTH5(68%0,77$/72&,7<2:1(5 5(68%0,77$/72&,7< 5(68%0,77$/72&,7<10-04-175(68%0,77$/72&,7<3523(57</(*$/'(6&5,37,21ESMT EASEMENTROW RIGHT OF WAYNP NON-PROTECTED TREERSE RESIDENTIAL SETBACK ENVELOPESupporting Documents 2626':+56+0)59#.'2626EASTPOINTE TERRACE6480 POOL ROADCOLLEYVILLE, TEXAS29PRELIMINARYNOT FOR CONSTRUCTION%#..*1745$'(14';17&+)Pre-DevelopmentDrainage Area Map9OFFSITE DRAINAGE AREASSITE DRAINAGE AREASSupporting Documents 100.00'216.85'100.00'100.00'217.22'100.00'217.41'100.00'217.03'100.00'90.51'216.85'90.51'100.00'34.68'L=19.88'57.51'177.09'139.17'135.30'50.77'L=55.55'43.59'177.09'202.50'L=20.16'81.10'50.77'101.10'L=54.79'25.30'16+0017+0018+0019+0020+0021+0022+0022+51.81/27/27/27&20021$5($ $ '(9(/230(17352+,%,7(' /27/2775$&70.499 AC0.499 AC0.498 AC0.451 AC0.472 AC0.460 AC0.222 AC($6732,17(&2857  5,*+72):$< 6'/,1(%($6732,17(7(55$&(322/52$'&2//(<9,//(7(;$6PRELIMINARYNOT FOR CONSTRUCTION3UHOLPLQDU\6WRUP'UDLQ%#..*1745$'(14';17&+)2.#0211.41#&Supporting Documents EASTPOINTE TERRACE6480 POOL ROADCOLLEYVILLE, TEXAS29PRELIMINARYNOT FOR CONSTRUCTIONPreliminaryUtility Plan15%#..*1745$'(14';17&+)SCHEDULESTAINLESS STEEL TAPPING SLEEVE 664-6656" TEE FITTING6" x 6" x 34" TEE FITTING6" GATE VALVEFIRE HYDRANT ASSEMBLYPIPE CROSSING6" x 6" x 34" 33° FITTINGPROPOSED GAS LINEWATER METER6" x 2" TEE DWVSANITARY MANHOLECURB INLETSupporting Documents 6210 620962096208 6602 63006300 65002301 2505 2508 6208 6308 6502 6310 6207 6504 2310 2305 2501 2617 6304 2303 6507 6210 6304 6408 250725032400 2405 2501 6510 6508 6608 6303 6505 2509 2504 6505 6401 6509 6605 6509 6609 6409 6500 6605 6404 2621 6604 2304 6707 2403 6508 6308 2407 2616 6306 6211 6304 66076606 6503 6600 6312 6601 6405 2613 2608 6301 6300 2605 6303 2500 2401 6705 2604 6306 6603 6307 6501 2504 2402 2509 6400 2601 2612 6604 6510 6507 2308 6608 2306 2607 2307 2609 2601 2600 2500 6600 2603 6703 6512 2209 6508 2309 6302 6305 6509 6613 6610 6480 2516 6401 6315 2404 2300 6501 6612 2605 6605 2302 6403 6309 2201 6305 6604 6301 6602 6316 6307 2409 2308 6601 2509 2512 6607 2508 2304 6603 6616 62502505 6600 6211 6206 2513 2210 6300 6260 POOL ROADREGIMENT PLACETA R LE T O N DRIVE MELANIEDRIVE ATLANTADRIVEF LI N T L O C K C O U RTEDINBURGH DRIVECONNIELANEWO O D M O O R LA N E TWELVEOAKSLANEGL ENHOP E C IR C L E S GLENHOPE C I R C L E N INDEPENDENCE ROA D Notification Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. PC20-013 K6480 Pool Road Subject Property 500ft Buffer Properties within 500ft Owner Name Owner Address Owner City Owner Zip Situs Address WYER, ANDREW JOSEPH 6602 CONNIE LN COLLEYVILLE, TX 76034 6602 CONNIE LN JONES, LORI 6500 CONNIE LN COLLEYVILLE, TX 76034 6500 CONNIE LN MATLOCK, BRIAN D 2508 INDEPENDENCE RD COLLEYVILLE, TX 76034 2508 INDEPENDENCE RD WILLIAMS, DAVID L 6502 CONNIE LN COLLEYVILLE, TX 76034 6502 CONNIE LN SHELTON, B KEITH 6504 GLENHOPE CIR S COLLEYVILLE, TX 76034 6504 GLENHOPE CIR S ENGER, DAVID 2310 WOODMOOR LN COLLEYVILLE, TX 76034 2310 WOODMOOR LN GAUTHIER, NELIDA R 2617 INDEPENDENCE RD COLLEYVILLE, TX 76034 2617 INDEPENDENCE RD LEHMAN, JASON 2303 TARLETON DR COLLEYVILLE, TX 76034 2303 TARLETON DR STETSON, THOMAS 6507 CONNIE LN COLLEYVILLE, TX 76034 6507 CONNIE LN JOHNSON, JENNIFER A 6408 REGIMENT PL COLLEYVILLE, TX 76034 6408 REGIMENT PL VALLHONRAT, PAUL S 6510 CONNIE LN COLLEYVILLE, TX 76034 6510 CONNIE LN MONHOLLEN, ROGER A 6508 GLENHOPE CIR S COLLEYVILLE, TX 76034 6508 GLENHOPE CIR S CLENDINNING, BEN 6505 GLENHOPE CIR S COLLEYVILLE, TX 76034 6505 GLENHOPE CIR S KINNEBREW, JAMES RYAN 6505 CONNIE LN COLLEYVILLE, TX 76034 6505 CONNIE LN DEMARRAIS, SCOTT 6401 CONNIE LN COLLEYVILLE, TX 76034 6401 CONNIE LN CURRAN, BRETT P 6509 ATLANTA DR COLLEYVILLE, TX 76034 6509 ATLANTA DR HUGHES, MICHAEL P 6605 CONNIE LN COLLEYVILLE, TX 76034 6605 CONNIE LN RAWLINGS, RICHARD L 6509 GLENHOPE CIR S COLLEYVILLE, TX 76034 6509 GLENHOPE CIR S HALVERSON, THOMAS 6609 GLENHOPE CIR N COLLEYVILLE, TX 76034 6609 GLENHOPE CIR N ROUNKLES, JOSEPH 6409 REGIMENT PL COLLEYVILLE, TX 76034 6409 REGIMENT PL SOUTHALL, MARION 6500 GLENHOPE CIR COLLEYVILLE, TX 76034 6500 GLENHOPE CIR S MCMELLON, J'ANNA 6605 GLENHOPE CIR N COLLEYVILLE, TX 76034 6605 GLENHOPE CIR N EDWARDS, FREDERICK A 6404 REGIMENT PL COLLEYVILLE, TX 76034 6404 REGIMENT PL LIMOSNERO, ODETTE 2621 INDEPENDENCE RD COLLEYVILLE, TX 76034 2621 INDEPENDENCE RD BURNS, AUDIE DALE 2304 TARLETON DR COLLEYVILLE, TX 76034 2304 TARLETON DR FENNELLY, ANNETTE 2616 INDEPENDENCE RD COLLEYVILLE, TX 76034 2616 INDEPENDENCE RD PATEL, MAHENDRA N 6306 CONNIE LN COLLEYVILLE, TX 76034 6306 CONNIE LN MIRCHANDANI, MICKY 6503 CONNIE LN COLLEYVILLE, TX 76034 6503 CONNIE LN L&E WILMOT LIVING TRUST U/A DA 6601 CONNIE LN COLLEYVILLE, TX 76034 6601 CONNIE LN KUMAR, RAJ 6405 REGIMENT PL COLLEYVILLE, TX 76034 6405 REGIMENT PL REED, DAVID S 2613 INDEPENDENCE RD COLLEYVILLE, TX 76034 2613 INDEPENDENCE RD GRAVIT, ALEISHA 2608 INDEPENDENCE RD COLLEYVILLE, TX 76034 2608 INDEPENDENCE RD NGUYEN, FRANK P 2500 INDEPENDENCE RD COLLEYVILLE, TX 76034 2500 INDEPENDENCE RD TONEY FAMILY LIVING TRUST 2604 INDEPENDENCE RD COLLEYVILLE, TX 76034 2604 INDEPENDENCE RD MADAY, BRETT P.6603 CONNIE LN COLLEYVILLE, TX 76034 6603 CONNIE LN PRENTICE, CESSFORD A 6307 CONNIE LN COLLEYVILLE, TX 76034 6307 CONNIE LN ZUREIKAT, AIMAN 6501 GLENHOPE CIR S COLLEYVILLE, TX 76034 6501 GLENHOPE CIR S TOWERY, ZACH D 2504 INDEPENDENCE RD COLLEYVILLE, TX 76034 2504 INDEPENDENCE RD ZIMMER, WILLIAM 2509 INDEPENDENCE RD COLLEYVILLE, TX 76034 2509 INDEPENDENCE RD DEWAR, ALAN 6400 REGIMENT PL COLLEYVILLE, TX 76034 6400 REGIMENT PL CAIN, CHRISTOPHER 2601 INDEPENDENCE RD COLLEYVILLE, TX 76034 2601 INDEPENDENCE RD HORTON, ANTHONY R 2612 INDEPENDENCE RD COLLEYVILLE, TX 76034 2612 INDEPENDENCE RD BRONK JOHN W TRUSTEE 6507 ATLANTA DR COLLEYVILLE, TX 76034 6507 ATLANTA DR GEISLER, KAREN 2308 WOODMOOR LN COLLEYVILLE, TX 76034 2308 WOODMOOR LN CHALMERS, STEPHEN 2306 WOODMOOR LN COLLEYVILLE, TX 76034 2306 WOODMOOR LN FORD, CASEY 2307 WOODMOOR LN COLLEYVILLE, TX 76034 2307 WOODMOOR LN ARAB, SALMAN H 2609 INDEPENDENCE RD COLLEYVILLE, TX 76034 2609 INDEPENDENCE RD CHENNANKARA, STEVE 2600 INDEPENDENCE RD COLLEYVILLE, TX 76034 2600 INDEPENDENCE RD ECKHOFF, DOUGLAS 6600 CONNIE LN COLLEYVILLE, TX 76034 6600 CONNIE LN WEBBER, JAMES J 6512 GLENHOPE CIR S COLLEYVILLE, TX 76034 6512 GLENHOPE CIR S WANG, FEI 6508 CONNIE LN COLLEYVILLE, TX 76034 6508 CONNIE LN CROSS, MELISSA 2309 WOODMOOR LN COLLEYVILLE, TX 76034 2309 WOODMOOR LN MCCLURE, MICHAEL D PO BOX 898 COLLEYVILLE, TX 76034 6509 CONNIE LN CARROCCI, PAUL D 6613 GLENHOPE CIR N COLLEYVILLE, TX 76034 6613 GLENHOPE CIR N G&G DEVELOPMENT PARTNERSHIP LT 8200 BOAT CLUB RD SUITE 100 FORT WORTH, TX 76179 6480 POOL RD RUOCCHIO, RICHARD 2516 INDEPENDENCE RD COLLEYVILLE, TX 76034 2516 INDEPENDENCE RD MILLIKEN, PEGGY 6401 REGIMENT PL COLLEYVILLE, TX 76034 6401 REGIMENT PL RISLEY, JASON N 6501 CONNIE LN COLLEYVILLE, TX 76034 6501 CONNIE LN GULBRANSON, JON CARLO 2605 INDEPENDENCE RD COLLEYVILLE, TX 76034 2605 INDEPENDENCE RD KAUP, GARY 6403 CONNIE LN COLLEYVILLE, TX 76034 6403 CONNIE LN SPOTH, ANN LITTON 6309 CONNIE LN COLLEYVILLE, TX 76034 6309 CONNIE LN BAILEY, WILLIAM A 6305 CONNIE LN COLLEYVILLE, TX 76034 6305 CONNIE LN BROWN, KENNETH H 2308 TARLETON DR COLLEYVILLE, TX 76034 2308 TARLETON DR REED, GREGORY 2512 INDEPENDENCE RD COLLEYVILLE, TX 76034 2512 INDEPENDENCE RD GRAPEVINE COLLEYVILLE, ISD 3051 IRA WOODS AVE E GRAPEVINE, TX 76051 6600 GLENHOPE CIR HERITAGE COLONY HOMEOWNERS ASN PO BOX 1122 COLLEYVILLE, TX 76034 2513 INDEPENDENCE RD CHAN, ALFONSO AND SHARON 6300 POOL ROAD COLLEYVILLE, TX 76034 6300 POOL RD CITY OF GRAPEVINE 200 S MAIN STREET GRAPEVINE, TX 76051 COURTESY NOTICE ROSS DOWNS ESTATES 4113 GATEWAY DRIVE #100 COLLEYVILLE, TX 76034 COURTESY NOTICE HERITAGE COLONY ADDITION P.O. BOX 1122 COLLEYVILLE, TX 76034 COURTESY NOTICE HIGHLAND MEADOWS ADDN 2101 HIGH GATE DRIVE COLLEYVILLE, TX 76034 COURTESY NOTICE GRAPEVINE COLLEYVILLE ISD 3051 IRA E WOODS AVE GRAPEVINE, TX 76051 STATE REQUIRED RENZ, SAMANTHA 420 THROCKMORTON, SUITE 620 FORT WORTH, TX APPLICANT Public hearing notices were mailed on December 23, 2020 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, January 11, 2021 at 7:00 p.m. City Council Meetings: Tuesday, February 2, 2021 at 7:30 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Preliminary/Final Plat for Lots 1-12 and Lots A & B, Block 1, Eastpointe Terrace, being Lot 1, Miles Addition. The purpose is to subdivide the property into 12 single-family residential lots and 2 open space lots. Zoning Case: PC20-013 Applicant: Samantha Renz Owner: G&G Development Partnership LTD Location: 6480 Pool Road Property Description: Lot 1, Miles Addition Present Zoning: R-20 Single Family Residential This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 NOTICE OF PUBLIC HEARING 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-20-4478 A RESOLUTION APPROVING A PRELIMINARY/FINAL PLAT FOR THE EASTPOINTE TERRACE ADDITION WHEREAS, the Planning and Zoning Commission recommended approval of the Preliminary/Final Plat for the Eastpointe Terrace Addition on January 11, 2021. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the Preliminary/Final Plat for Eastpointe Terrace Addition on approximately 8.094 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 2nd DAY OF FEBRUARY 2021. 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 City of Colleyville Page 1 City of Colleyville Planning and Zoning Commission Worksession Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number WS-4 Agenda Date 1/25/2021 Type Worksession Department Community Development Title Presentation and discussion of a zoning change from PUD-R Planned Unit Development-Residential zoning district to AG Agricultural zoning district on Lot 1R, Block A, Eubank Addition, located at 311 W Glade Road, Case ZC21-001 Explanation Russell Eubanks, the applicant, has submitted a request for a zoning change for Lot 1R, Block A, Eubank Addition, being approximately 4.017 acres, and zoned PUD-R Planned Unit Development-Residential. The purpose is to rezone the property from PUD-R Planned Unit Development-Residential to AG Agricultural in order to allow for the development of the property as single-family residential. There are no new lots proposed. Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Zoning Exhibit 101 405 3112 101 311 406 3104 4712 308 4710 3108 401 305 4708 3100 501 310 4714 304 312 308 W GLADE ROAD 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. ZC21-001 K311 W Glade Road Subject Property 4702 101 405 3111 216 3112 101 3103 300 301311 406 3104 4712 4709 220 4704 308 4710 513 3108 304 401 4705 218 305305 4708 505 500504 3107 4706 3100 501 310 216 509 4714 4707 304 508 312 101 308 R IV ER BEND DRIVESOPHIE LANE MILLCROSSI NGWW GLADE ROAD PUD-R PUD-R AGAG R-40 PUD-R R-40R-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. ZC21-001 K311 W Glade Road Subject Property 101 405 3112 101 300 311 406 3104 4712 4709 220 4704 308 4710 3108 304 401 305 305 4708 4706 501 310 4714 4707 304 312 308 MILLCROSSINGWW GLADE ROAD Future Land Use Map DISCLAIMER:This map and information contained in it were developed exclusively for use by the City of Colleyville.Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC21-001 K311 W Glade Road Subject Property Residential Open Space; Parks Zoning Exhibit City of Colleyville Page 1 City of Colleyville Planning and Zoning Commission Worksession Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number WS-5 Agenda Date 1/25/2021 Type Worksession Department Community Development Title Presentation and discussion of a zoning change from R-40 Single Family Residential zoning district to PUD-C Planned Unit Development-Commercial zoning district on Lots B1A & B2A, Reagan Estates West, City Boundary Split, located at 7720 Precinct Line Road, Case ZC21-002 Explanation Roman Figueroa, the applicant, has submitted a request for a zoning change for Lots B1A & B2A, Reagan Estates West, (City Boundary Split with the City of Hurst), being approximately 3.42 acres, and zoned R-40 Single Family Residential on the Colleyville boundary side. The purpose is to rezone the property from R-40 Single Family Residential to PUD-C Planned Unit Development-Commercial in order to allow for the development and construction of commercial offices and office showroom buildings. Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Statement of Planning Objectives 5.Zoning Exhibit 6.Site Plan 7.Building Elevations 8.Drainage Plan 9.Drainage Study 5604 5600 5612 1017 7900 7720 5716 7720 1012 5616 5608 1013 HERON DRIVE E PRECINCT LINE ROADAerial 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. KZC21-002 7720 Precinct Line Road Subject Property 1000 1001 5604 5600 5720 5701 5717 5616 5729 5732 5720 1005 5736 5605 1004 5728 5708 5724 5612 5725 5716 5724 5613 5740 7970 1009 1000 1017 5609 7900 5704 5700 7990 1012 7720 5601 5716 5616 5705 1008 7720 1012 5712 1004 5713 5616 5721 5617 1008 5717 5709 5608 1013 5700 HERON DRIVE EHERON DRIVE WPRECINCT LINE ROADPUD-R PUD-C R-40 PUD-R 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. KZC21-002 7720 Precinct Line Road Subject Property 1000 1001 5604 5600 5720 5701 5717 5616 5729 5732 5720 1005 5736 5605 1004 5728 5708 5724 5612 5725 5716 5724 5613 5740 7970 1009 1000 1017 5609 7900 5704 5700 7990 1012 7720 5601 5716 5616 5705 1008 7720 1012 5712 1004 5713 5616 5721 5617 1008 5717 5709 5608 1013 5700 HERON DRIVE EHERONDRIVEWPRECINCT LINE ROADFuture 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. KZC21-002 7720 Precinct Line Road Subject Property Sales Tax Preferred Intersection Residential Commercial Institutional Open Space; Parks Statement of Planning Objectives City Line Business Park Statement of Planning Objectives: The Owner and Developer, YAOTL LLC, dba, Delta Capital and Investments, proposes to develop the property into a new Business Park, named, City Line Business Park. To do so, Delta Capital is working with the Cities of Colleyville and Hurst to work through the Rezoning, and all Engineering Process to bring the property to present day Code and requirements. It will take a coordinated effort due to two existing buildings that are in fact located partially in the two municipalities of Colleyville and Hurst. Additionally, the water and sewage utilities serving the property will be reconstructed from Hurst to Colleyville to meet the project objectives. The Developer envisions a Business Park that will offer the local Entrepreneurial community a clean space and an environment that will promote innovation and collaborative work. The COVID-19 epidemic has caused significant changes in the way people work and the space that they require. We believe that the City Line Business Park can provide the flexible space that the entrepreneur will need. The Developer believes that there is a strong need in the area for such a project because of the location and a thriving Entrepreneurial community that is growing in the the local region. This community requires Flex space, ( Office and open space combined ), to meet their business needs. City Line Office Park will offer the Entrepreneurial Community within a radius of eight miles of the location with suites of Flex, suites / space ranging from approximately 1250 square feet up to 7500 square feet. There will be a total of five buildings with approximately 31000 total square feet when fully developed. There would be no outside storage allowed in the business park. It is anticipated that there is a large number of Entrepreneurs that will occupy the space, to include, publishing, logistics, electrical, interior designers, and electronics businesses, along with gyms, retail, health, and beauty types of businesses and many others. The Owner is excited about the project due to the numerous inquiries that have been received since the small signed was installed announcing the coming of the Business Park. Development Schedule : Delta is requesting approval from the City of Colleyville for the Total Development / Site Plan that generally describes the layout of the existing and future buildings. Once approved we would immediately begin the construction of the water and sewer facilities and the development of the grading and drainage plan for the entire site. Concurrently we would be applying for a construction permit for the exterior rehab work for the buildings that are referred to as “Building A “ and Building “ B “ on the plans. We anticipate that the rehab of Building “ A and B” along with the applicable site work and supporting infrastructure can be completed by mid 2021. There is also a possibility that the demand may develop to begin construction of Building “ C “ sometime inlet 2021. The remainder of the development of the Business Park, would be determined by the demand for buildings “ D & E “ 1 Statement of Planning Objectives City Line Business Park Economic Development Information : Traffic Impact Analysis : Not Applicable Building Square Feet Sales / S.F.Sales / Year A 6000 Unknown Unknown B 5000 Unknown Unknown C 7500 Unknown Unknown D 6000 Unknown Unknown E 6000 Unknown Unknown Estimated Ad valorem Taxes for all buildings $40,000 1 OWNERDON PIERCE ENTERPRISES, INC.T.C.C.I. NO. D207295298,O.P.R.T.C.T.LOT 4, BLOCK 1REATTA PLACECAB. A, SLIDE 8271,P.R.T.C.T.BLOCK 3LONESOME DOVE ESTATES,PHASE 2, THIRD FILINGCAB. A, SLIDE 6943,P.R.T.C.T.CALLED: 1.55 ACRESRUSSELL R. RAINSVOL. 11919, PG. 1761,D.R.T.C.T.CALLED: 1.003 ACRESDONALD D. PIERCE &TINA M. PIERCET.C.C.I. NO. D218196517,O.P.R.T.C.T.OWNERLINDA RAINST.C.C.I. NO. D216212746,O.P.R.T.C.T.NOW OR FORMERLYBEAR VALLEY COMMUNITY CHURCHT.C.C.I. NO. D197137422,O.P.R.T.C.T.PRECINCT LINE ROAD(VARIABLE WIDTH PUBLIC R.O.W.)N88°52'08"E ~ 197.02'N89°01'48"E ~ 450.94'S88°43'27"W ~ 688.88'S58°16'59"E47.31'3.4235 ACRES(149,127 SQ. FT.)I. CARODINE SURVEYABSTRACT NO. 357EXISTINGZONING = "R40"PROPOSEDZONING = "PUB-C"EXISTINGZONING = "GB"20DMPEX. ONE STORY BRICK& METAL BUILDING(PROPOSED)ONE STORYMETAL BUILDINGEX. ONE STORYMETAL BUILDING(PROPOSED)ONE STORYMETAL BUILDING(PROPOSED)ONE STORYMETAL BUILDINGEXISTINGZONING = "R1"PROPOSED 6' MASONRY FENCECOLLEYVILLE50.0'120.0'100.0'100.0'50.2'50.2'75.0'75.0'100.0'100.0'100.3'60.4'XSAS01°01'13"E ~ 205.74'APPROX. LOCATIONOF FLOOD ZONEZONE "X"P1P2EX. COMM.STRUCTUREEX. 20' X 25'S.W.B.T.CO. ESMT.VOL. 12138, PG. 595,D.R.T.C.T.EX. 18' X 13' ACCESSESMT. TO S.W.B.T.CO.VOL. 12138, PG. 595,D.R.T.C.T.E1EX. 5' UTILITY ESMT.VOL. 388-53, PG. 55,P.R.T.C.T.E1EX. ELECTRIC ESMT.VOL. 9773, PG. 559,D.R.T.C.T. HURSTEX. 10' DRAINAGE& UTILITY ESMT.CAB. A, SLIDE 6943,P.R.T.C.T.ZONE "A" SHADEDPROPOSED 6'MASONRY FENCEDMPLOADINGAREALOADINGAREALOADINGAREADMP711912201141010511119120.0'50.0'120.0'120.0'XSAXSAXSAXSAXSA17.7'17.7'71.0'25.0'68.3'81.4'24.0'24.0'24.0'77.4'S/WS/WN00°44'45"W ~ 234.42'S/WS/WS/WS/WS/W50.0'50.0'ZONE "A" SHADEDZONE "X"120.4'121.0'EXISTINGZONING = "GB"EXISTINGZONING = "R1"EXISTINGZONING = "R1"EXISTINGZONING = "R1"EXISTINGZONING = "R1"EXISTINGZONING = "R40"EXISTINGZONING = "PUD-R"OVER 25 YEARS OF SERVICESDATE: 1/10/2021S&A PROJECT NO. 20057DRAWN BY: C. REEDERCHECKED BY: E. SPOONERFILE: 20057 PRECINCT LINE ZONING.dwgPOINT OFBEGINNINGPROJECTLOCATION* VICINITY MAP *(NOT TO SCALE)GRAPHIC SCALE IN FEET40'20'01" = 40'VOL. VOLUMED.R.T.C.T.DEED RECORDSTARRANT COUNTY, TEXASPG.PAGE* LEGEND *CAB. CABINETO.P.R.T.C.T.OFFICIAL PUBLIC RECORDSTARRANT COUNTY, TEXASP.R.T.C.T.PLAT RECORDSTARRANT COUNTY, TEXASSUBJECT PROPERTY LINE* PHASE MAP *(NOT TO SCALE)PHASE IIPHASE IIIPHASE IPHASE IVPHASE IVFIRELANE (PHASE I)FIRELANE (PHASE II)EX.EXISTINGS/W SIDEWALK18PROP. PARKING SPACESPROP. TEMPORARYCONST. FENCE//////PROP. 6' WROUGHTIRON FENCERMP RAMPDMP DUMPSTEROWNERYAOTL, LLC6428 DAVIS BLVD., STE 100N. RICHLAND HILLS, TXAPPLICANTREVEST, LLC8800 Kirk LaneN. Richland Hills, Texas 76182ATTN: RICK FIGUEROAXSA XERISCAPE AREASBUILDING TABLEPHASE -BLDG.SQ. FT.AREA %PH. I ~ "A"6,0584.1%PROP. USECOMMERCIAL"A""B""C""D""E"PH. II ~ "B"5,0203.4%COMMERCIALPH. III ~ "C"7,5005.1%COMMERCIALPH. IV ~ "D"6,000COMMERCIALPH. IV ~ "E"6,000COMMERCIALCALLED: 0.13 ACRESYAOTL, LLC"TRACT II" INT.C.C.I. NO. D219246804,O.P.R.R.T.C.T.P2CALLED: 3.28 ACRESYAOTL, LLC"TRACT I" INT.C.C.I. NO. D219246804,O.P.R.R.T.C.T.P1ZONING LIMITS 4.1%4.1%TOTAL OPEN AREA (NO PAVEMENT) : 38,098 SQ. FT.PAVED - DEVELOPMENT AREA : 110,282 SQ. FT.METES AND BOUNDS DESCRIPTIONBEING 3.4235 acre tract of land located in the I. Carodine Survey, Abstract No. 357, City of Colleyville and the City of Hurst, Tarrant County, Texas, said3.4325 acre tract of land being a portion of Tract B, Reagan Estates West, being an Addition to the said City and State, according to the plat thereof filed forrecord in Volume 388-53, Page 55, Plat Records, Tarrant County, Texas, said 3.4235 acre tract of land being all of a called 3.28 acre tract of land described as"Tract I" and all of a called 0.13 acre tract of land conveyed to YAOTL, LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No.D219246804, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 3.4235 acre tract of land being more particularly described by metes andbounds as follows:BEGINNING at a 5/8 inch iron rod with a cap stamped "GBG SURVEYING" found (Controlling Monument) at the southwest property corner of the said 3.28acre tract, same being the northwest property corner of a that certain tract of land conveyed to Don Pierce Enterprises, Inc. by deed thereof filed for recordin Tarrant County Clerk's Instrument No. D207295298, O.P.R.T.C.T., said iron rod found also being on the east right-of-way line of Precinct Line Road (being avariable width public right-of-way at this point);THENCE North 00°46'21" West, along the west property line of the said 3.28 acre tract and along the said east right-of-way line, at a distance of209.42 feetpassing the northwest property corner of the said 3.28 acre tract, same being the southwest property corner of the said 0.13 acre tract, and continuingalong the west property line of the said 0.13 acre tract and the said east right-of-way line, in all a total distance of 234.30 feet to an "X" cut in concretefound (Controlling Monument) at the northwest property corner of the said 0.13 acre tract, same being a southwest property corner of that certain tract ofland conveyed to Bear Valley Community Church, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D197137422, O.P.R.T.C.T.;THENCE North 88°51'25" East, along the north property line of the said 0.13 acre tract and along a south property line of the said Bear Valley CommunityChurch tract, a distance of 197.08 feet to a 1/2 inch iron rod found (Controlling Monument) at the northeast property corner of the said 0.13 acre tract;THENCE South 58°16'24" East, along the east property line of the said 0.13 acre tract and along a southwest property line of the said Bear Valley CommunityChurch tract, a distance of 47.25 feet to a 5/8 inch iron rod with a cap stamped "SPOONER 5922" set at the southeast property corner of the said 0.13 acretract, same being a southwest property corner of the said Bear Valley Community Church tract, and being on the north property line of the aforesaid 3.28acre tract;THENCE North 89°02'23" East, along the north property line of the said 3.28 acre tract and along the south property line of the said Bear Valley CommunityChurch tract, a distance of 450.87 feet to a 1/2 inch iron rod found (Controlling Monument) at the northeast property corner of the said 3.28 acre tract,same being a southeast property corner of the said Bear Valley Community Church tract, and being on the west line of Reatta Place, being an Addition tothe City of Colleyville, by deed thereof filed for record in Cabinet A, Slide 8271, Plat Records, Tarrant County, Texas (P.R.T.C.T.);THENCE South 01°00'38" East, along the east property line of the said 3.28 acre tract, in part along the said west line of Reatta Place and in part along thewest line of Lonesome Dove Estates, Third Filing, being an Addition to the City of Hurst, according to the plat thereof filed for record in Cabinet A, Slide6943, P.R.T.C.T., a distance of 208.04 feet to a 1/2 inch iron rod found (Controlling Monument) at the southeast property corner of the said 3.28 acre tract,same being the northeast property corner of a called 1.55 acre tract of land conveyed to Russell R. Rains, by deed thereof filed for record in Volume 11919,page 1761, Deed Records, Tarrant County, Texas;THENCE South 88°55'31" West, along the south property line of the said 3.28 acre tract, in part along the north property line of the said 1.55 acre tract, inpart along the north property line of that certain tract of land conveyed to Linda Rains, by deed thereof filed for record in Tarrant County Clerk's InstrumentNo. D216212746, O.P.R.T.C.T., in part along the north property line of a called 1.003 acre tract of land conveyed to Donald D. Pierce and Tina M. Pierce, bydeed thereof filed for record in Tarrant County Clerk's Instrument No. D218196517, O.P.R.T.C.T., and in part along the north property line of theaforementioned Don Pierce Enterprises, Inc. tract, a distance of 688.67 feet to the POINT OF BEGINNING.THE PURPOSE OF THIS ZONING EXHIBIT IN COLLEYVILLE IS TO CHANGE ZONING FROM R-40 TO PUB-C Site Plan Building Elevations Building Elevations Building Elevations Building Elevations Drainage Plan Drainage Plan Drainage Study Table of Contents MEADOW CREEK FLOOD STUDY 7720 PRECINCT LINE ROAD COLLEYVILLE, TEXAS Report Date 1-08-2021 BH#377 Section I. INTRODUCTION II. METHODOLOGY III. SUMMARY IV. EXHIBITS 1. Project Location Map 2. Drainage Area Map 3. Pre-Project Floodplain Work Map 4. Post-Project Floodplain Work Map 4B. Post-Project Map- Detail View VI. COMPUTER RUNS 1. HEC-1 100-Year Watershed Hydrology 2. HEC-RAS Pre-Project Model 3. HEC-RAS Post-Project Model VII. ATTACHMENTS 1. Copy of Effective FEMA FIRM 48439C0095K 2. Copy of TR55 Time of Concentration Work Sheets 3. Copy of NRCS Web Soil Survey 4. Electronic Copy of Study H&H Files Drainage Study I. INTRODUCTION This engineering report is prepared to provide floodplain information and analysis as design parameters for a commercial development located at 7720 Precinct Line Road in the City of Colleyville, Tarrant County, Texas. This property is located east of Precinct Line Road, about 1200-feet south of L.D. Lockett Road. This 3.4 acre tract has a Little Bear Creek Zone A tributary (Meadow Creek) flowing north to south along its easterly property boundary. This is shown on Exhibits 3&4, pre- and post- project floodplain map. The Tarrant County Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) number 48439C0095K effective September 25, 2009 (Attachment 1) shows that there is Zone A that is adjacent to the eastern edge of the proposed development. Based on this detailed flood study for this reach of Little Bear Tributary A- Meadow Creek, there is some grading within the floodplain area for both fill of the building pad areas and excavation on the creek side to ensure a “no-rise” condition for the base flood elevation and to ensure that the development areas are removed from flooding potential. Exhibit 3 floodplain work map shows the pre-project floodplain and Exhibit 4 floodplain work map shows the proposed finish grading. II. METHODOLOGY This project reach of Little Bear Creek Tributary- Meadow Creek is mapped on the effective FEMA FIRM as a detailed studied Zone A designation. To obtain the 100-year discharges a hydrology model was developed with the upstream contributing watershed boundary limits as shown on Exhibit 2. This drainage area map has 2 sub-areas to calculate the combined flows at two stream reaches. To determine the design 100-year discharge for this Zone A Tributary, the HEC-1 computer model was used (computer run 1). The following Table 1 shows the CN determination and Table 2 shows input and output from the HEC-1 watershed model. Drainage Study TABLE 1- CN DETERMINATION FOR MEADOW CREEK WATERSHED Land Use/ Commercial / Soils Residential/ Solis Area(Ac) CN DA # B (92) C (94) D (95) B (75) C (83) D (87) 1 (Ac) 55.7 50.9 110.3 70.1 18.7 52.5 358.2 88.7 2 (Ac) 3.2 10.5 9.4 6.4 18.2 47.7 86.0 Total (Ac) 58.9 61.4 110.3 79.5 25.1 70.7 405.9 TABLE 2- HYDROLOGY SUMMARY FOR MEADOW CREEK WATERSHED DA No Area (acre) CN TC(min) Q100(cfs) Q Combined 1 358.2 88.7 51.1 1573 2 47.7 86.0 27.3 266 1766 Total 405.9 1766 Included in this report is the hydraulic modeling of the Meadow Creek tributary within the project reach using the HEC-RAS computer program. Pre-project geometry input used field surveyed 1-foot contours and that are supplemented with TNRIS lidar topography along the study reach. The “n” values were selected from field observation and from aerial photography. Floodplain Work Map Exhibit 3 (pre-project) and Exhibit 4 (post-project) show the cross section locations and the plotted 100-year floodplain for pre-and post-project conditions. Following is a summary tabulation of the HEC-RAS output. Drainage Study TABLE 3- SUMMARY OUTPUT FOR MEADOW CREEK 100-YEAR XSECTN Q100 (cfs) Existing Pre-Project (Plan 05) CWSEL Vch Post-Project (Plan 04) CWSEL Vch Diff (ft) 2146 1766 621.90 4.11 621.90 4.11 0.00 2239 1766 622.15 4.27 622.15 4.27 0.00 2295 1766 622.30 4.78 622.30 4.78 0.00 2322 CULVERT CROSSING 2348 1766 623.86 2.62 623.86 2.62 0.00 2406 1766 623.91 2.32 623.91 2.32 0.00 2459 1766 623.94 2.75 623.94 2.75 0.00 2519 1766 623.77 6.73 623.77 6.68 0.00 DOWNSTREAM LIMITS OF PROJECT 2599 1766 624.47 7.49 624.47 7.36 0.00 2643 1766 625.62 7.19 624.90 8.36 -0.72 2707 1766 626.41 3.78 625.80 5.91 -0.61 UPSTREAM LIMITS OF PROJECT 2800 1766 626.62 4.12 626.39 5.73 -0.23 2875 1766 626.85 2.69 626.82 2.78 -0.07 2955 1766 626.96 3.48 626.95 3.53 -0.01 3064 1766 627.21 4.05 527.21 4.07 0.00 Exhibit 4, Floodplain Work Map shows that the 100-year floodplain for Zo ne A Tributary within the project reach that reflects these post-project computer water surface elevations. Drainage Study III. SUMMARY This flood study has defined the 100-year pre- and post- Meadow Creek floodplain for the proposed commercial project at 7720 Precinct Line Road. The report has shown the proposed grading within the flood fringe area so that a “No-Impact” condition is maintained in the creek and overbanks in the surrounding vicinity. Supporting maps and computer runs are included as paper and digital format to support this conclusion. Drainage Study Drainage Study Drainage Study Drainage Study Drainage Study 6' HIGH MASONRY FENCING LOADING ZONE LOADINGZONE LOADING ZONE 6' HIGH MASONRY FENCING 6' HIGH WROUGHT IRON FENCING Drainage Study 6' HIGH MASONRY FENCING LOADING ZONE 6' HIGH MASONRY FENCING ENCING Drainage Study Drainage Study HEC-RAS River: River 1 Reach: Reach 1 Profile: 100-YrReach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach 1 2146 100-Yr PostPlan 041766.00 615.78 621.90 621.15 622.020.002502 4.11 751.61 450.23 0.36Reach 1 2146 100-Yr PrePlan 051766.00 615.78 621.90621.15 622.02 0.002502 4.11 751.61 450.230.36Reach 1 2239 100-Yr PostPlan 04 1766.00 616.05 622.15 622.28 0.003067 4.27 703.96 431.07 0.39Reach 1 2239 100-Yr PrePlan 051766.00 616.05 622.15 622.28 0.003067 4.27 703.96 431.070.39Reach 1 2295 100-Yr PostPlan 04 1766.00 616.38 622.30 622.50 0.004017 4.78 628.66 427.22 0.45Reach 1 2295 100-Yr PrePlan 051766.00 616.38 622.30 622.50 0.004017 4.78 628.66 427.220.45Reach 1 2322 CulvertReach 1 2348 100-Yr PostPlan 041766.00 617.35 623.86 622.09 623.900.000962 2.62 1221.91 705.18 0.23Reach 1 2348 100-Yr PrePlan 051766.00 617.35 623.86622.09 623.90 0.000962 2.62 1221.91 705.180.23Reach 1 2406 100-Yr PostPlan 04 1766.00 617.36 623.91 623.95 0.000724 2.32 1188.26 640.20 0.20Reach 1 2406 100-Yr PrePlan 051766.00 617.36 623.91 623.95 0.000724 2.32 1188.26 640.200.20Reach 1 2459 100-Yr PostPlan 04 1766.00 617.73 623.94 624.01 0.001274 2.75 933.61 516.34 0.25Reach 1 2459 100-Yr PrePlan 051766.00 617.73 623.94 624.01 0.001274 2.75 933.61 516.340.25Reach 1 2519 100-Yr PostPlan 04 1766.00 618.12 623.77 624.31 0.008425 6.68 332.37 460.13 0.65Reach 1 2519 100-Yr PrePlan 051766.00 618.12 623.77 624.31 0.008577 6.73 329.13 459.610.65Reach 1 2599 100-Yr PostPlan 041766.00 619.03 624.47 624.38 625.130.011700 7.36 321.18 209.34 0.75Reach 1 2599 100-Yr PrePlan 051766.00 619.03 624.47624.37 625.17 0.012272 7.49 299.69 207.410.76Reach 1 2643 100-Yr PostPlan 041766.00 619.31 624.90 624.90 625.730.010544 8.36 299.03 174.43 0.74Reach 1 2643 100-Yr PrePlan 051766.00 619.31 625.62625.62 626.27 0.008250 7.19 364.90 632.290.65Reach 1 2707 100-Yr PostPlan 041766.00 619.78 625.80 624.90 626.210.004724 5.91 380.50 545.85 0.50Reach 1 2707 100-Yr PrePlan 051766.00 619.78 626.41625.50 626.56 0.002169 3.78 670.17 1201.310.33Reach 1 2800 100-Yr PostPlan 041766.00 621.22 626.39 626.39 626.700.005396 5.73 468.24 592.47 0.53Reach 1 2800 100-Yr PrePlan 051766.00 621.22 626.62 626.78 0.002579 4.12 606.36 600.450.37Reach 1 2875 100-Yr PostPlan 041766.00 621.83 626.82 626.36 626.900.001218 2.78 957.99 879.85 0.25Reach 1 2875 100-Yr PrePlan 051766.00 621.83 626.85626.36 626.92 0.001136 2.69 979.11 880.350.24Reach 1 2955 100-Yr PostPlan 04 1766.00 622.31 626.95 627.03 0.002349 3.53 946.55 850.32 0.34Reach 1 2955 100-Yr PrePlan 051766.00 622.31 626.96 627.04 0.002259 3.48 960.41 850.530.33Reach 1 3064 100-Yr PostPlan 04 1766.00 622.89 627.21 627.36 0.003469 4.07 708.28 587.91 0.41Reach 1 3064 100-Yr PrePlan 051766.00 622.89 627.21 627.36 0.003419 4.05 712.41 589.050.41Drainage Study 0 200 400 600 800 1000 622 624 626 628 630 632 634 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 3064 Lidar Sectn 14 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 0 200 400 600 800 1000 622 624 626 628 630 632 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2955 Lidar Sectn 13 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 0 200 400 600 800 1000 620 622 624 626 628 630 632 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2875 Lidar Sectn 12 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 - PrePlan 05 Ground - PrePlan 05 Ineff - PrePlan 05 Bank Sta - PrePlan 05 - PostPlan 04 Ground - PostPlan 04 Ineff - PostPlan 04 Bank Sta - PostPlan 04 Drainage Study 0 200 400 600 800 1000 1200 1400 620 622 624 626 628 630 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2800 Lidar Sectn 11 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 - PrePlan 05 Ground - PrePlan 05 Ineff - PrePlan 05 Bank Sta - PrePlan 05 - PostPlan 04 Ground - PostPlan 04 Ineff - PostPlan 04 Bank Sta - PostPlan 04 0 200 400 600 800 1000 1200 1400 618 620 622 624 626 628 630 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2707 Lidar Sectn 10 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 - PrePlan 05 Ground - PrePlan 05 Ineff - PrePlan 05 Bank Sta - PrePlan 05 - PostPlan 04 Ground - PostPlan 04 Ineff - PostPlan 04 Bank Sta - PostPlan 04 0 200 400 600 800 1000 1200 618 620 622 624 626 628 630 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2643 Lidar Sectn 9 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 - PrePlan 05 Ground - PrePlan 05 Ineff - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Ineff - PostPlan 04 Bank Sta - PostPlan 04 Drainage Study 0 200 400 600 800 1000 618 620 622 624 626 628 630 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2599 Lidar Sectn 8 Station (ft)Elevation (ft)Legend WS 100-Yr - PostPlan 04 WS 100-Yr - PrePlan 05 - PrePlan 05 Ground - PrePlan 05 Ineff - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Ineff - PostPlan 04 Bank Sta - PostPlan 04 0 200 400 600 800 618 620 622 624 626 628 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2519 Lidar Sectn 7 Station (ft)Elevation (ft)Legend WS 100-Yr - PostPlan 04 WS 100-Yr - PrePlan 05 - PrePlan 05 Ground - PrePlan 05 Ineff - PrePlan 05 Bank Sta - PrePlan 05 - PostPlan 04 Ground - PostPlan 04 Ineff - PostPlan 04 Bank Sta - PostPlan 04 0 200 400 600 800 616 618 620 622 624 626 628 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2459 Lidar Sectn 6 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 Drainage Study 0 200 400 600 800 616 618 620 622 624 626 628 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2406 Lidar Sectn 5 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 0 100 200 300 400 500 600 700 800 616 618 620 622 624 626 628 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2348 Lidar Sectn 4 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 0 100 200 300 400 500 600 700 800 616 618 620 622 624 626 628 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2322 Culv Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 - PrePlan 05 - PrePlan 05 Ground - PrePlan 05 Bank Sta - PrePlan 05 - PostPlan 04 - PostPlan 04 Ground - PostPlan 04 Bank Sta - PostPlan 04 Drainage Study 0 100 200 300 400 500 600 700 616 618 620 622 624 626 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2322 Culv Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 - PrePlan 05 - PrePlan 05 Ground - PrePlan 05 Bank Sta - PrePlan 05 - PostPlan 04 - PostPlan 04 Ground - PostPlan 04 Bank Sta - PostPlan 04 0 100 200 300 400 500 600 700 616 618 620 622 624 626 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2295 Lidar Sectn 3 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 0 100 200 300 400 500 600 700 616 618 620 622 624 626 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2239 Lidar Sectn 2 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 Drainage Study 0 100 200 300 400 500 600 614 616 618 620 622 624 626 Meadow Creek- bh377 Plan: 1) PostPlan 04 2) PrePlan 05 River = River 1 Reach = Reach 1 RS = 2146 Lidar Sectn 1 Station (ft)Elevation (ft)Legend WS 100-Yr - PrePlan 05 WS 100-Yr - PostPlan 04 Ground - PrePlan 05 Bank Sta - PrePlan 05 Ground - PostPlan 04 Bank Sta - PostPlan 04 Drainage Study Drainage Study post1***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * MAY 1991 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.0.1U * * 609 SECOND STREET * * Lahey F77L-EM/32 version 5.01 * * DAVIS, CALIFORNIA 95616 * * Dodson & Associates, Inc. * * (916) 551-1748 * * RUN DATE 04/30/15 TIME 10:17:53 * * * ***************************************** *************************************** X X XXXXXXX XXXXX X X X X X X XX X X X X X XXXXXXX XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM1 HEC-1 INPUT PAGE 1 LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 * 1 ID LD Locket Model Stream LB Zone A Trib 2 ID Flows for POST-PROJECT fully urbanized development conditions (POST_RT.i 3 ID 2-, 5-, 10-, 25-, 50-, AND 100-YEAR STORM FREQUENCIES * * *DIAGRAM 4 IT 2 720 5 IO 5 6 JP 6 * * ==================================== * 7 KK A1 8 KM AREA 1 Page 1Drainage Study post 9 BA 0.560 10 LS 82.0 11 UD 0.428 * * * Rainfall Data: * -------------------- * 100-YR, 24-Hour Storm using hypothetical distribution * <======HYDRO-35==> <=================TP-40=====================> * 4.25 5.2 5.7 6.9 8.25 9.5 * RAINFALL DATA * DA 5MIN 15MIN 60MIN 2HR 3HR 6HR 12HR 24HR 12 PH 50 0 .495 1.06 1.93 2.35 2.55 3.02 3.5 4.1 13 KP 2 14 PH 20 0 0.58 1.23 2.35 3.04 3.33 3.96 4.7 5.46 15 KP 3 16 PH 10 0 0.63 1.36 2.86 3.49 3.85 4.62 5.48 6.33 17 KP 4 18 PH 4 0 0.73 1.56 3.35 4.12 4.50 5.43 6.43 7.48 19 KP 5 20 PH 2 0 0.80 1.71 3.79 4.63 5.10 6.10 7.30 8.52 21 KP 6 22 PH 1 0 0.87 1.87 4.25 5.13 5.65 6.88 8.25 9.47 * * ************************************************************* 23 KK A2 24 KM AREA 2 25 BA 0.074 26 LS 82.0 27 UD 0.225 * 28 PH 50 0 .495 1.06 1.93 2.35 2.55 3.02 3.5 4.1 29 KP 2 30 PH 20 0 0.58 1.23 2.35 3.04 3.33 3.96 4.7 5.46 31 KP 3 32 PH 10 0 0.63 1.36 2.86 3.49 3.85 4.62 5.48 6.33 33 KP 4 34 PH 4 0 0.73 1.56 3.35 4.12 4.50 5.43 6.43 7.481 HEC-1 INPUT PAGE 2 LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 35 KP 5 36 PH 2 0 0.80 1.71 3.79 4.63 5.10 6.10 7.30 8.52 37 KP 6 38 PH 1 0 0.87 1.87 4.25 5.13 5.65 6.88 8.25 9.47 * * 39 KK COMBA 40 KM COMBINE AREA 1 AND AREA 2 FLOWS AT POINT A 41 HC 2 * Page 2Drainage Study post * * 42 ZZ 1 SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 7 A1 . . 23 . A2 . . . . 39 COMBA............ (***) RUNOFF ALSO COMPUTED AT THIS LOCATION1***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * MAY 1991 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.0.1U * * 609 SECOND STREET * * Lahey F77L-EM/32 version 5.01 * * DAVIS, CALIFORNIA 95616 * * Dodson & Associates, Inc. * * (916) 551-1748 * * RUN DATE 04/30/15 TIME 10:17:53 * * * ***************************************** *************************************** LD Locket Model Stream LB Zone A Trib Flows for POST-PROJECT fully urbanized development conditions (POST_RT.i 2-, 5-, 10-, 25-, 50-, AND 100-YEAR STORM FREQUENCIES 5 IO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 2 MINUTES IN COMPUTATION INTERVAL IDATE 1 0 STARTING DATE ITIME 0000 STARTING TIME NQ 720 NUMBER OF HYDROGRAPH ORDINATES NDDATE 1 0 ENDING DATE NDTIME 2358 ENDING TIME ICENT 19 CENTURY MARK COMPUTATION INTERVAL 0.03 HOURS TOTAL TIME BASE 23.97 HOURSPage 3Drainage Study post ENGLISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT JP MULTI-PLAN OPTION NPLAN 6 NUMBER OF PLANS JR MULTI-RATIO OPTION RATIOS OF RUNOFF 1.001 PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES VOLUME IN ACRE-FEET, TIME TO PEAK IN HOURS RATIOS APPLIED TO FLOWS OPERATION STATION AREA PLAN RATIO 1 1.00 HYDROGRAPH AT+ A1 0.560 1 FLOW 468.13 TIME 12.47 VOLUME 55.33 2 FLOW 747.79 TIME 12.47 VOLUME 97.57 3 FLOW 969.66 TIME 12.47 VOLUME 125.39 4 FLOW 1203.59 TIME 12.47 VOLUME 158.99 5 FLOW 1393.37 TIME 12.47 VOLUME 188.25 6 FLOW 1585.08 TIME 12.47 VOLUME 215.41 HYDROGRAPH AT+ A2 0.074 1 FLOW 87.04 TIME 12.23 VOLUME 7.35 2 FLOW 136.16 TIME 12.23 VOLUME 12.95 3 FLOW 170.93Page 4Drainage Study post TIME 12.23 VOLUME 16.64 4 FLOW 210.56 TIME 12.23 VOLUME 21.10 5 FLOW 241.04 TIME 12.23 VOLUME 24.98 6 FLOW 271.84 TIME 12.23 VOLUME 28.57 2 COMBINED AT+ COMBA 0.634 1 FLOW 524.83 TIME 12.43 VOLUME 62.68 2 FLOW 839.40 TIME 12.43 VOLUME 110.52 3 FLOW 1090.15 TIME 12.43 VOLUME 142.03 4 FLOW 1353.72 TIME 12.43 VOLUME 180.09 5 FLOW 1568.03 TIME 12.43 VOLUME 213.22 6 FLOW 1784.54 TIME 12.43 VOLUME 243.98 *** NORMAL END OF HEC-1 ***Page 5Drainage Study Drainage Study HEC-RAS HEC-RAS 5.0.7 March 2019 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Meadow Creek- bh377 Project File : MC377.prj Run Date and Time: 1/11/2021 9:41:08 AM Project in English units PLAN DATA Plan Title: Pre-ProjPlan 05 Plan File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.p05 Geometry Title: Natural Stream Geom2 Geometry File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.g05 Flow Title : 100-Year Profile Flow File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.f01 Plan Summary Information: Number of: Cross Sections = 14 Multiple Openings = 0 Culverts = 1 Inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: 100-Year Profile Flow File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.f01 Flow Data (cfs) River Reach RS 100-Yr River 1 Reach 1 3064 1766 Drainage Study Boundary Conditions River Reach Profile Upstream Downstream River 1 Reach 1 100-Yr Normal S = 0.0025 GEOMETRY DATA Geometry Title: Natural Stream Geom2 Geometry File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.g05 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 3064 INPUT Description: Lidar Sectn 14 Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 13.67 632.2 34.63 631.7 43.74 630.19 55.58 629.09 80.19 628.75 106.61 629.02 115.73 628.95 136.68 628.36 153.09 628.14 164.93 627.88 183.16 627.65 197.73 627.42 223.25 627.39 237.83 627.4 258.79 627.22 278.83 627.09 295.24 626.84 327.13 626.75 338.06 626.82 353.55 626.84 381.8 626.65 399.11 626.46 421.9 626.4 453.79 626.4 467.46 626.25 477.48 626.46 488.41 626.88 496.62 626.71 502.08 626.35 513.02 624.8 518.48 624.52 523.04 623.49 539.44 622.89 548.55 623.05 553.11 623.43 555.84 624.49 565.87 626.47 573.16 626.49 595.94 626 612.34 625.42 618.72 625.46 641.5 625.73 648.79 625.81 667.01 626 694.35 625.97 719.86 625.63 759.96 625.72 788.21 625.76 832.86 625.8 839.23 626.12 851.99 627.6 864.75 630.33 870.22 631.09 888.44 631.16 907.58 631.24 923.07 631.34 932.17 631.27 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 13.67 .05 502.08 .045 565.87 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 502.08 565.87 109 109 109 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2955 INPUT Description: Lidar Sectn 13 Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 12.9 631.34 19.34 631.24 26.71 630.09 35.01 628.53 45.14 626.88 48.82 626.65 67.25 626.53 79.22 626.46 114.23 626.44 129.89 626.74 144.63 626.64 173.18 626.31 193.45 626.18 210.95 626.3 243.19 626.19 265.3 626.13 289.25 626.22 301.23 626.41 320.57 626.42 347.29 626.24 375.85 626.28 397.95 626.38 440.33 626.28 474.41 626.08 492.84 625.98 507.58 626.06 514.94 623.41 517.71 622.85 529.15 622.31 537.97 624.11 546.27 625.04 554.56 625.3 575.74 624.85 594.17 624.53 606.14 624.83 623.64 624.96 662.33 625.14 680.76 625.36 711.16 625.45 719.45 625.61 Drainage Study 746.16 625.66 769.19 625.67 786.7 625.72 816.17 625.73 821.7 625.78 840.12 625.75 853.02 625.75 877.89 625.8 891.71 626.45 899.08 627.54 910.13 630.29 914.74 631.13 922.11 631.18 929.48 631.69 942.37 631.59 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 12.9 .05 507.58 .045 546.27 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 507.58 546.27 80 80 80 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2875 INPUT Description: Lidar Sectn 12 Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 12.56 631.35 23.19 631.17 30.92 628.92 41.55 627.42 56.05 626.53 81.17 625.34 87.94 624.47 99.53 622.22 107.26 620.44 147.85 620.3 159.45 620.26 179.74 620.29 191.34 620.31 219.36 620.34 236.76 620.44 260.91 620.54 292.8 620.39 337.26 620.44 404.9 620.36 420.36 622.27 434.86 624.13 446.45 625.16 458.05 625.53 470.61 625.77 480.28 625.9 498.64 626.09 506.37 624.37 509.27 622.34 516.03 621.83 524.73 621.95 529.56 622.8 540.19 624.21 548.89 624.68 563.38 624.19 574.98 624.24 591.41 624.43 601.07 624.65 612.67 624.79 626.19 625.07 631.99 625.59 647.45 626.13 673.55 626.4 721.86 626.41 767.28 626.26 786.61 625.94 802.07 625.94 815.6 625.82 826.23 625.85 857.15 625.75 888.07 625.79 918.03 625.4 922.86 625.44 929.63 626.48 946.06 630.17 953.79 631.08 965.38 631.16 975.05 631 982.78 631.37 988.57 631.39 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 12.56 .02 506.37 .045 548.89 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 506.37 548.89 75 75 75 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 50 487 626 T 748 945 626.5 F CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2800 INPUT Description: Lidar Sectn 11 Station Elevation Data num= 60 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 14.7 629.26 31.86 626.53 44.11 625.64 60.04 625.08 82.1 625.11 105.38 625.26 133.57 625.26 148.27 624.98 156.85 624.68 165.43 623.51 172.78 621.97 185.03 620.47 203.41 620.27 357.81 620.31 406.83 620.14 422.76 620.3 426.43 621.34 436.24 623.43 439.91 623.86 447.26 625.34 459.52 626.15 473 626.24 485.25 625.67 487.7 625 495.05 622.27 503.63 621.22 510.98 622.07 522.01 623.51 528.14 624.46 541.62 624.4 555.1 624.45 594.31 624.91 607.79 625.47 617.59 626.18 629.85 626.48 637.2 627.04 644.55 627.2 667.83 627.18 734 627.09 759.74 627.33 775.67 627.34 789.15 627.35 822.23 627.42 832.03 627.42 861.44 627.35 887.18 627.16 921.49 627.42 933.74 627.41 950.9 627.38 970.5 627.39 1002.4 627.32 1041.6 627.58 1074.7 627.81 1089.4 627.79 1101.6 627.79 1115.1 627.68 1133.5 627.32 1160.4 627.34 1191.1 627.16 1253.6 627.16 Manning's n Values num= 3 Drainage Study Sta n Val Sta n Val Sta n Val 14.7 .02 487.7 .045 528.14 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 487.7 528.14 93 93 93 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 20 466 626 T CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2707 INPUT Description: Lidar Sectn 10 Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 13.46 629.57 18.35 629.33 31.81 627.56 44.05 625.01 52.61 622.26 56.28 620.73 69.74 620.4 132.15 620.22 154.17 620.34 220.24 620.34 245.94 620.36 302.22 620.51 378.08 620.23 401.33 620.26 428.25 620.44 439.26 620.75 446.6 624.93 449.05 625.32 462.51 626.38 473.52 626.68 482.09 626 485.76 625.29 497.99 620.22 501.66 619.78 511.33 619.8 515.12 621.37 533.48 624.41 546.94 625.09 562.84 625.22 572.63 625.12 578.75 624.67 603.22 624.53 627.69 624.47 644.82 624.43 671.74 624.27 701.11 624.54 735.37 624.31 751.27 624.53 763.51 624.63 790.43 624.83 801.44 624.8 818.57 624.69 827.13 624.89 843.04 625.74 855.28 625.94 879.75 626.03 893.21 626 906.67 625.99 925.02 626.16 967.85 626.34 995.99 626.4 1016.8 626.33 1040 626.12 1082.9 625.81 1134.3 626.18 1158.7 626.01 1183.2 626.08 1195.4 625.99 1251.7 625.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 13.46 .02 485.76 .045 546.94 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 485.76 546.94 64 64 64 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 20 470 626 T 685 1251.7 627.5 F CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2643 INPUT Description: Lidar Sectn 9 Station Elevation Data num= 56 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 9.91 628.03 24.77 627.95 38.65 627.74 69.36 627.39 96.12 627.21 107.02 626.98 118.91 626.54 139.72 626.24 158.55 625.87 164.49 625.55 197.19 624.94 219.98 624.33 238.81 624.1 249.71 623.85 256.65 620.35 263.58 619.31 269.31 619.43 277.45 621.15 283.4 622.65 289.35 623.85 300.25 624.99 327.99 624.93 353.75 624.98 404.29 624.96 416.18 624.93 436 625.11 455.82 625.62 478.61 625.64 506.35 625.45 519.24 625.23 528.15 625.06 546.98 625.1 563.83 625.3 593.56 625.94 616.35 626.42 627.25 626.58 646.07 626.34 659.95 626.3 680.76 626.35 694.63 626.37 710.48 626.58 730.3 626.38 747.15 625.92 765.97 625.63 781.83 625.59 802.64 625.21 818.49 624.64 844.26 624.3 851.19 624.65 863.08 624.99 904.7 625.47 917.58 625.45 930.46 625.61 940.37 625.39 960.19 625.43 1013.7 625.43 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 9.91 .05 249.71 .045 300.25 .05 Drainage Study Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 249.71 300.25 44 44 44 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 464 1013.7 626 F CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2599 INPUT Description: Lidar Sectn 8 Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 7.9 627.69 21.94 627.13 38.61 626.92 57.03 625.88 63.17 624.15 64.93 623.89 78.09 623.37 105.29 622.97 129.86 622.97 151.79 622.55 156.18 621.85 159.69 620.01 163.2 619.03 171.98 619.84 176.36 620.64 182.5 621.15 189.52 623.22 213.42 623.48 224.42 623.85 232.12 624.5 239.82 624.77 248.31 624.95 266.74 624.83 276.39 624.64 289.55 624.59 308.85 624.55 318.51 624.63 343.07 624.61 357.99 624.91 366.76 624.95 388.7 624.83 396.6 624.72 429.94 624.98 446.61 624.97 473.81 625.18 481.71 625.2 496.62 625.47 508.91 625.54 538.74 625.71 555.41 625.81 575.59 625.9 609.81 625.91 640.52 625.68 677.37 625.29 690.53 625.24 706.33 624.86 715.98 624.51 727.39 624.35 736.16 624.08 748.44 624.17 766.87 624.83 773.89 625.25 788.81 625.37 809.86 625.47 823.02 625.56 841.45 625.16 851.98 625.17 864.26 625.02 897.6 625.02 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 7.9 .05 129.86 .045 189.52 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 129.86 189.52 80 80 80 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 600 897.6 626 T CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2519 INPUT Description: Lidar Sectn 7 Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 6.01 626.77 10.51 626.66 16.52 626.25 21.77 625.56 27.78 622.36 51.05 621.51 60.81 621.51 67.57 621.25 71.32 620.93 80.33 618.12 84.08 618.79 87.09 619.86 100.6 620.71 113.36 622.2 133.63 622.33 152.4 622.27 179.43 622.21 192.19 622.16 205.71 622.18 226.73 622.13 241.74 622.16 248.5 622.23 281.53 622.55 299.55 622.59 305.56 622.61 357.36 622.62 365.62 622.55 381.38 622.6 406.91 622.61 413.66 622.68 420.42 623.1 438.44 624 442.94 624.34 454.2 624.42 473.72 624.34 495.5 624.61 509.01 624.7 518.77 624.75 542.04 624.68 566.07 624.46 584.83 624.37 601.35 623.27 623.12 623.35 638.14 623.62 650.15 623.88 662.16 623.92 673.42 623.91 692.19 624.51 713.96 624.43 735.74 624.42 743.24 624.51 754.5 624.5 768.01 624.38 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 6.01 .05 60.81 .045 113.36 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 60.81 113.36 60 60 60 .1 .3 Ineffective Flow num= 1 Drainage Study Sta L Sta R Elev Permanent 172.5 768.01 624.43 T CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2459 INPUT Description: Lidar Sectn 6 Station Elevation Data num= 56 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 5.22 626.91 7.45 626.95 43.96 626.06 46.19 625.23 51.41 621.49 54.39 621.22 64.82 621.15 83.45 620.58 86.43 620.14 89.41 618.66 92.39 618.16 97.69 617.73 98.35 619.77 102.82 620.28 113.25 620.62 122.94 621.59 137.84 621.84 152.74 621.71 165.4 621.65 185.52 621.58 198.19 621.53 225.01 621.43 245.13 621.43 258.54 621.53 268.22 621.7 287.59 621.83 298.77 621.83 307.71 621.97 317.4 621.91 341.98 622.09 356.14 622.23 364.33 622.38 388.18 622.41 409.78 622.26 423.19 622.28 434.37 622.45 449.27 623.17 455.23 623.6 465.66 623.88 476.09 624.14 484.29 624.15 508.13 624.01 530.48 624 560.29 623.93 566.99 623.93 575.93 623.81 596.05 623.79 618.4 623.7 631.07 623.81 666.08 624.03 676.52 624.13 704.83 624.54 721.96 624.69 727.92 624.82 743.57 624.88 762.19 624.69 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 5.22 .05 64.82 .045 122.94 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 64.82 122.94 53 53 53 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2406 INPUT Description: Lidar Sectn 5 Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 4.56 627 9.12 627.1 22.05 626.76 27.37 626.41 31.93 624.61 37.25 621.27 40.29 621.01 46.37 621.02 66.89 620.75 74.5 620.11 78.3 619.23 80.58 617.73 82.1 617.36 83.42 617.38 89.7 619.68 92.74 620.16 101.86 620.47 118.59 621.01 129.23 621.11 142.15 621.11 168 621.08 188.52 621.16 197.64 621.2 205.25 621.08 221.21 620.98 234.89 621.08 247.05 620.99 275.94 621.17 301.03 621.33 320.79 621.57 330.67 621.67 344.36 621.57 354.24 621.24 366.4 621.22 377.8 621.43 387.69 621.47 394.53 621.76 401.37 622.1 422.65 622.74 431.01 623 446.98 623.61 453.06 623.83 462.18 623.93 472.82 624.02 503.23 623.77 521.47 623.26 535.92 623.28 551.12 623.38 569.37 623.26 576.97 623.27 621.06 623.34 654.5 623.96 686.43 623.97 703.91 623.76 724.44 623.72 733.56 623.77 748.76 624.18 768.53 624.39 777.65 624.24 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 4.56 .05 66.89 .045 101.86 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 66.89 101.86 58 58 58 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2348 Drainage Study INPUT Description: Lidar Sectn 4 Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2.93 626.14 5.14 625.78 13.94 621.48 16.14 621.11 24.95 620.8 34.48 620.85 44.02 620.59 46.96 620.39 53.56 619.52 55.76 618.99 60.16 617.35 63.83 617.77 66.77 619.52 73.37 620.83 90.25 621.21 103.45 621.1 114.46 621.1 129.86 621.19 139.4 621.28 146.74 621.22 162.15 620.95 176.09 620.91 192.96 620.97 202.5 620.88 225.24 621.06 238.45 621.08 250.19 621.26 258.99 621.24 271.47 621.21 294.95 621.28 300.82 621.36 311.82 621.28 351.44 621.46 361.71 621.7 374.19 621.98 396.93 622.75 412.34 623.15 432.15 623.15 448.29 623.11 460.76 623.2 471.77 623.16 482.77 622.95 493.78 623.06 507.72 623.02 520.92 623.4 544.4 623.47 558.34 623.47 580.35 623.61 596.49 623.37 606.03 623.39 654.46 623.53 668.4 623.58 678.67 623.72 712.42 623.68 715.35 623.96 722.69 624.28 732.23 623.98 750.57 624.09 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2.93 .05 34.48 .045 73.37 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 34.48 73.37 53 53 53 .1 .3 CULVERT RIVER: River 1 REACH: Reach 1 RS: 2322 INPUT Description: Distance from Upstream XS = 20 Deck/Roadway Width = 20 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 623 63 622 116 622 250 623 500 623.5 Upstream Bridge Cross Section Data Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2.93 626.14 5.14 625.78 13.94 621.48 16.14 621.11 24.95 620.8 34.48 620.85 44.02 620.59 46.96 620.39 53.56 619.52 55.76 618.99 60.16 617.35 63.83 617.77 66.77 619.52 73.37 620.83 90.25 621.21 103.45 621.1 114.46 621.1 129.86 621.19 139.4 621.28 146.74 621.22 162.15 620.95 176.09 620.91 192.96 620.97 202.5 620.88 225.24 621.06 238.45 621.08 250.19 621.26 258.99 621.24 271.47 621.21 294.95 621.28 300.82 621.36 311.82 621.28 351.44 621.46 361.71 621.7 374.19 621.98 396.93 622.75 412.34 623.15 432.15 623.15 448.29 623.11 460.76 623.2 471.77 623.16 482.77 622.95 493.78 623.06 507.72 623.02 520.92 623.4 544.4 623.47 558.34 623.47 580.35 623.61 596.49 623.37 606.03 623.39 654.46 623.53 668.4 623.58 678.67 623.72 712.42 623.68 715.35 623.96 722.69 624.28 732.23 623.98 750.57 624.09 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2.93 .05 34.48 .045 73.37 .05 Bank Sta: Left Right Coeff Contr. Expan. 34.48 73.37 .1 .3 Downstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 623 63 622 116 622 250 623 600 623.5 Drainage Study Downstream Bridge Cross Section Data Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 3.38 625.08 21.6 623.82 43.21 622.77 51.99 621.55 58.06 621.19 60.76 620.92 68.19 620.65 74.94 620.23 81.69 619.59 83.72 618.94 88.44 616.91 92.49 616.53 96.54 616.38 101.27 618.13 105.32 619.39 109.37 620.44 111.4 620.62 118.15 620.85 139.08 620.79 151.91 620.9 180.94 620.96 201.19 620.77 216.04 620.73 240.35 620.76 250.48 620.7 259.93 620.8 270.73 620.81 284.23 620.8 297.74 620.77 305.16 620.91 315.29 620.99 329.47 620.96 346.35 621.05 357.82 621.05 390.23 621.18 405.76 621.2 413.19 621.36 442.89 621.72 453.02 621.93 474.62 622.32 509.06 622.93 514.46 622.99 520.53 623.24 529.31 623.35 566.44 623.27 571.84 623.39 579.27 623.39 589.4 623.87 595.47 624.26 600.87 624.35 614.38 624.33 624.5 624.32 643.41 624.49 660.29 624.4 669.74 624.3 681.22 624.29 690.66 624.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 3.38 .05 68.19 .045 111.4 .05 Bank Sta: Left Right Coeff Contr. Expan. 68.19 111.4 .1 .3 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 3.5 FHWA Chart # 1 - Concrete Pipe Culvert FHWA Scale # 3 - Groove end entrance; pipe projecting from fill Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 10 30 .013 .013 0 .5 1 Upstream Elevation = 617.4 Centerline Station = 60.75 Downstream Elevation = 617 Centerline Station = 92.12 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2295 INPUT Description: Lidar Sectn 3 Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 3.38 625.08 21.6 623.82 43.21 622.77 51.99 621.55 58.06 621.19 60.76 620.92 68.19 620.65 74.94 620.23 81.69 619.59 83.72 618.94 88.44 616.91 92.49 616.53 96.54 616.38 101.27 618.13 105.32 619.39 109.37 620.44 111.4 620.62 118.15 620.85 139.08 620.79 151.91 620.9 180.94 620.96 201.19 620.77 216.04 620.73 240.35 620.76 250.48 620.7 259.93 620.8 270.73 620.81 284.23 620.8 297.74 620.77 305.16 620.91 315.29 620.99 329.47 620.96 346.35 621.05 357.82 621.05 390.23 621.18 405.76 621.2 413.19 621.36 442.89 621.72 453.02 621.93 474.62 622.32 509.06 622.93 514.46 622.99 520.53 623.24 529.31 623.35 566.44 623.27 571.84 623.39 579.27 623.39 589.4 623.87 595.47 624.26 600.87 624.35 614.38 624.33 624.5 624.32 643.41 624.49 660.29 624.4 669.74 624.3 Drainage Study 681.22 624.29 690.66 624.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 3.38 .05 68.19 .045 111.4 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 68.19 111.4 56 56 56 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2239 INPUT Description: Lidar Sectn 2 Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1.24 624.72 4.98 624.85 16.18 624.78 23.65 624.84 28.62 624.74 34.85 624.41 37.96 624.09 44.18 623.06 51.02 622.43 56.62 621.7 63.47 621.04 70.93 620.65 77.16 620.05 82.76 619.4 86.49 618.37 89.6 616.05 93.33 616.12 98.31 617.8 100.18 618.12 105.78 619.59 112 620.28 116.36 620.41 141.87 620.5 161.78 620.39 168 620.19 180.45 620.17 187.91 620.3 197.87 620.44 204.09 620.61 210.94 620.62 220.27 620.49 233.96 620.38 261.34 620.37 266.31 620.39 287.47 620.45 296.18 620.57 305.52 620.51 311.74 620.6 322.94 620.51 334.14 620.53 341.6 620.65 367.74 620.66 376.45 620.39 383.92 620.4 394.49 620.55 411.29 620.86 422.49 621.14 443.03 621.44 451.74 621.58 466.05 621.8 480.36 621.94 486.58 622.27 494.67 622.48 500.9 622.54 525.16 623.07 534.5 623.03 545.07 623.15 581.16 624.11 585.52 624.26 607.92 624.62 617.87 624.72 636.54 624.61 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1.24 .05 77.16 .045 112 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 77.16 112 93 93 93 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2146 INPUT Description: Lidar Sectn 1 Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .56 625.33 8.88 625 18.32 624.9 27.75 624.53 37.19 623.99 43.85 623.32 49.4 622.4 62.72 621.34 65.49 621.02 72.71 620.47 76.04 620.36 78.82 619.17 85.47 617.37 89.92 615.78 92.69 615.92 95.47 616.3 97.69 617.09 101.57 618.19 104.9 618.49 108.23 619.19 112.12 619.65 120.44 619.6 130.99 619.69 137.65 619.68 150.41 619.88 157.07 619.95 172.06 619.9 193.71 620.19 202.03 620.45 213.13 620.71 218.13 620.66 237.55 620.27 244.77 620.25 250.87 620.12 256.98 620.21 263.09 620.15 271.41 619.99 279.74 619.89 289.17 619.91 298.05 620.18 310.82 620.26 324.69 620.4 340.23 620.18 344.68 619.99 350.23 619.89 362.99 620.1 371.32 620.11 387.97 620.41 399.07 620.61 411.28 620.7 430.71 620.82 441.81 620.96 450.69 620.98 465.12 621.3 482.88 621.53 487.32 621.55 497.31 621.79 505.08 621.89 521.18 622.01 537.83 622.55 541.16 622.68 551.15 623.73 554.48 624.17 559.47 624.31 567.79 624.16 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val .56 .05 76.04 .045 112.12 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. Drainage Study 76.04 112.12 0 0 0 .1 .3 SUMMARY OF MANNING'S N VALUES River:River 1 Reach River Sta. n1 n2 n3 Reach 1 3064 .05 .045 .05 Reach 1 2955 .05 .045 .05 Reach 1 2875 .02 .045 .05 Reach 1 2800 .02 .045 .05 Reach 1 2707 .02 .045 .05 Reach 1 2643 .05 .045 .05 Reach 1 2599 .05 .045 .05 Reach 1 2519 .05 .045 .05 Reach 1 2459 .05 .045 .05 Reach 1 2406 .05 .045 .05 Reach 1 2348 .05 .045 .05 Reach 1 2322 Culvert Reach 1 2295 .05 .045 .05 Reach 1 2239 .05 .045 .05 Reach 1 2146 .05 .045 .05 SUMMARY OF REACH LENGTHS River: River 1 Reach River Sta. Left Channel Right Reach 1 3064 109 109 109 Reach 1 2955 80 80 80 Reach 1 2875 75 75 75 Reach 1 2800 93 93 93 Reach 1 2707 64 64 64 Reach 1 2643 44 44 44 Reach 1 2599 80 80 80 Reach 1 2519 60 60 60 Reach 1 2459 53 53 53 Reach 1 2406 58 58 58 Reach 1 2348 53 53 53 Reach 1 2322 Culvert Reach 1 2295 56 56 56 Reach 1 2239 93 93 93 Reach 1 2146 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: River 1 Reach River Sta. Contr. Expan. Reach 1 3064 .1 .3 Reach 1 2955 .1 .3 Reach 1 2875 .1 .3 Reach 1 2800 .1 .3 Reach 1 2707 .1 .3 Reach 1 2643 .1 .3 Reach 1 2599 .1 .3 Reach 1 2519 .1 .3 Reach 1 2459 .1 .3 Drainage Study Reach 1 2406 .1 .3 Reach 1 2348 .1 .3 Reach 1 2322 Culvert Reach 1 2295 .1 .3 Reach 1 2239 .1 .3 Reach 1 2146 .1 .3 Drainage Study HEC-RAS Plan: PrePlan 05 River: River 1 Reach: Reach 1 Profile: 100-YrReach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach 1 2146 100-Yr 1766.00 615.78 621.90 621.15 622.02 0.002502 4.11 751.61 450.23 0.36Reach 1 2239 100-Yr 1766.00 616.05 622.15 622.28 0.003067 4.27 703.96 431.07 0.39Reach 1 2295 100-Yr 1766.00 616.38 622.30 622.50 0.004017 4.78 628.66 427.22 0.45Reach 1 2322 CulvertReach 1 2348 100-Yr 1766.00 617.35 623.86 622.09 623.90 0.000962 2.62 1221.91 705.18 0.23Reach 1 2406 100-Yr 1766.00 617.36 623.91 623.95 0.000724 2.32 1188.26 640.20 0.20Reach 1 2459 100-Yr 1766.00 617.73 623.94 624.01 0.001274 2.75 933.61 516.34 0.25Reach 1 2519 100-Yr 1766.00 618.12 623.77 624.31 0.008577 6.73 329.13 459.61 0.65Reach 1 2599 100-Yr 1766.00 619.03 624.47 624.37 625.17 0.012272 7.49 299.69 207.41 0.76Reach 1 2643 100-Yr 1766.00 619.31 625.62 625.62 626.27 0.008250 7.19 364.90 632.29 0.65Reach 1 2707 100-Yr 1766.00 619.78 626.41 625.50 626.56 0.002169 3.78 670.17 1201.31 0.33Reach 1 2800 100-Yr 1766.00 621.22 626.62 626.78 0.002579 4.12 606.36 600.45 0.37Reach 1 2875 100-Yr 1766.00 621.83 626.85 626.36 626.92 0.001136 2.69 979.11 880.35 0.24Reach 1 2955 100-Yr 1766.00 622.31 626.96 627.04 0.002259 3.48 960.41 850.53 0.33Reach 1 3064 100-Yr 1766.00 622.89 627.21 627.36 0.003419 4.05 712.41 589.05 0.41 Drainage Study 02004006008001000614616618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 Main Channel Distance (ft)Elevation (ft)LegendWS 100-YrGround22392295232223482406245925192599264327072800287529553064River 1 Reach 1Drainage Study 02004006008001000622624626628630632634Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 3064 Lidar Sectn 14Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.0502004006008001000622624626628630632Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2955 Lidar Sectn 13Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.0502004006008001000620622624626628630632Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2875 Lidar Sectn 12Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.02.045.050200400600800100012001400620622624626628630Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2800 Lidar Sectn 11Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.02.045.05Drainage Study 0200400600800100012001400618620622624626628630Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2707 Lidar Sectn 10Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.02.045.05020040060080010001200618620622624626628630Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2643 Lidar Sectn 9Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.05.045.0502004006008001000618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2599 Lidar Sectn 8Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.05.045.050200400600800618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2519 Lidar Sectn 7Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.05.045.05Drainage Study 0200400600800616618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2459 Lidar Sectn 6Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050200400600800616618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2406 Lidar Sectn 5Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700800616618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2348 Lidar Sectn 4Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700800616618620622624626628Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2322 Culv Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.05Drainage Study 0100200300400500600700616618620622624626Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2322 Culv Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700616618620622624626Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2295 Lidar Sectn 3Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700616618620622624626Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2239 Lidar Sectn 2Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600614616618620622624626Meadow Creek- bh377 Plan: Pre-ProjPlan 05 1/11/2021 River = River 1 Reach = Reach 1 RS = 2146 Lidar Sectn 1Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.05Drainage Study Drainage Study HEC-RAS HEC-RAS 5.0.7 March 2019 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Meadow Creek- bh377 Project File : MC377.prj Run Date and Time: 1/11/2021 9:36:01 AM Project in English units PLAN DATA Plan Title: Post Plan 04 Plan File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.p04 Geometry Title: Post Proj3 Geom Geometry File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.g04 Flow Title : 100-Year Profile Flow File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.f01 Plan Summary Information: Number of: Cross Sections = 14 Multiple Openings = 0 Culverts = 1 Inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: 100-Year Profile Flow File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.f01 Flow Data (cfs) River Reach RS 100-Yr River 1 Reach 1 3064 1766 Drainage Study Boundary Conditions River Reach Profile Upstream Downstream River 1 Reach 1 100-Yr Normal S = 0.0025 GEOMETRY DATA Geometry Title: Post Proj3 Geom Geometry File : C:\jobs\_bh377PrecinctLineRd\hh\MC377.g04 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 3064 INPUT Description: Lidar Sectn 14 Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 13.67 632.2 34.63 631.7 43.74 630.19 55.58 629.09 80.19 628.75 106.61 629.02 115.73 628.95 136.68 628.36 153.09 628.14 164.93 627.88 183.16 627.65 197.73 627.42 223.25 627.39 237.83 627.4 258.79 627.22 278.83 627.09 295.24 626.84 327.13 626.75 338.06 626.82 353.55 626.84 381.8 626.65 399.11 626.46 421.9 626.4 453.79 626.4 467.46 626.25 477.48 626.46 488.41 626.88 496.62 626.71 502.08 626.35 513.02 624.8 518.48 624.52 523.04 623.49 539.44 622.89 548.55 623.05 553.11 623.43 555.84 624.49 565.87 626.47 573.16 626.49 595.94 626 612.34 625.42 618.72 625.46 641.5 625.73 648.79 625.81 667.01 626 694.35 625.97 719.86 625.63 759.96 625.72 788.21 625.76 832.86 625.8 839.23 626.12 851.99 627.6 864.75 630.33 870.22 631.09 888.44 631.16 907.58 631.24 923.07 631.34 932.17 631.27 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 13.67 .05 502.08 .045 565.87 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 502.08 565.87 109 109 109 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2955 INPUT Description: Lidar Sectn 13 Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 12.9 631.34 19.34 631.24 26.71 630.09 35.01 628.53 45.14 626.88 48.82 626.65 67.25 626.53 79.22 626.46 114.23 626.44 129.89 626.74 144.63 626.64 173.18 626.31 193.45 626.18 210.95 626.3 243.19 626.19 265.3 626.13 289.25 626.22 301.23 626.41 320.57 626.42 347.29 626.24 375.85 626.28 397.95 626.38 440.33 626.28 474.41 626.08 492.84 625.98 507.58 626.06 514.94 623.41 517.71 622.85 529.15 622.31 537.97 624.11 546.27 625.04 554.56 625.3 575.74 624.85 594.17 624.53 606.14 624.83 623.64 624.96 662.33 625.14 680.76 625.36 711.16 625.45 719.45 625.61 Drainage Study 746.16 625.66 769.19 625.67 786.7 625.72 816.17 625.73 821.7 625.78 840.12 625.75 853.02 625.75 877.89 625.8 891.71 626.45 899.08 627.54 910.13 630.29 914.74 631.13 922.11 631.18 929.48 631.69 942.37 631.59 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 12.9 .05 507.58 .045 546.27 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 507.58 546.27 80 80 80 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2875 INPUT Description: Lidar Sectn 12 Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 12.56 631.35 23.19 631.17 30.92 628.92 41.55 627.42 56.05 626.53 81.17 625.34 87.94 624.47 99.53 622.22 107.26 620.44 147.85 620.3 159.45 620.26 179.74 620.29 191.34 620.31 219.36 620.34 236.76 620.44 260.91 620.54 292.8 620.39 337.26 620.44 404.9 620.36 420.36 622.27 434.86 624.13 446.45 625.16 458.05 625.53 470.61 625.77 480.28 625.9 498.64 626.09 506.37 624.37 509.27 622.34 516.03 621.83 524.73 621.95 529.56 622.8 540.19 624.21 548.89 624.68 563.38 624.19 574.98 624.24 591.41 624.43 601.07 624.65 612.67 624.79 626.19 625.07 631.99 625.59 647.45 626.13 673.55 626.4 721.86 626.41 767.28 626.26 786.61 625.94 802.07 625.94 815.6 625.82 826.23 625.85 857.15 625.75 888.07 625.79 918.03 625.4 922.86 625.44 929.63 626.48 946.06 630.17 953.79 631.08 965.38 631.16 975.05 631 982.78 631.37 988.57 631.39 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 12.56 .02 506.37 .045 548.89 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 506.37 548.89 75 75 75 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 50 487 626 T 748 945 626.5 F CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2800 INPUT Description: Lidar Sectn 11 Station Elevation Data num= 60 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 14.7 629.26 31.86 626.53 44.11 625.64 60.04 625.08 82.1 625.11 105.38 625.26 133.57 625.26 148.27 624.98 156.85 624.68 165.43 623.51 172.78 621.97 185.03 620.47 203.41 620.27 357.81 620.31 406.83 620.14 422.76 620.3 426.43 621.34 436.24 623.43 439.91 623.86 447.26 625.34 459.52 626.15 473 626.24 485.25 625.67 487.7 625 495.05 622.27 503.63 621.22 510.98 622.07 522.01 623.51 528.14 624.46 541.62 624.4 555.1 624.45 594.31 624.91 607.79 625.47 617.59 626.18 629.85 626.48 637.2 627.04 644.55 627.2 667.83 627.18 734 627.09 759.74 627.33 775.67 627.34 789.15 627.35 822.23 627.42 832.03 627.42 861.44 627.35 887.18 627.16 921.49 627.42 933.74 627.41 950.9 627.38 970.5 627.39 1002.4 627.32 1041.6 627.58 1074.7 627.81 1089.4 627.79 1101.6 627.79 1115.1 627.68 1133.5 627.32 1160.4 627.34 1191.1 627.16 1253.6 627.16 Manning's n Values num= 3 Drainage Study Sta n Val Sta n Val Sta n Val 14.7 .02 487.7 .045 528.14 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 487.7 528.14 93 93 93 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 20 466 626 T CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2707 INPUT Description: Lidar Sectn 10 Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 13.46 629.57 18.35 629.33 31.81 627.56 44.05 625.01 52.61 622.26 56.28 620.73 69.74 620.4 132.15 620.22 154.17 620.34 220.24 620.34 245.94 620.36 302.22 620.51 378.08 620.23 401.33 620.26 428.25 620.44 439.26 620.75 446.6 624.93 449.05 625.32 462.51 626.38 473.52 626.68 482.09 626 485.76 625.29 497.99 620.22 501.66 619.78 511.33 619.8 515.12 621.37 526.9 623 614 624 614 630 615 630 615 627 627.69 627 644.82 627 1250.61 626.94 1251.7 625.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 13.46 .02 485.76 .045 526.9 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 485.76 526.9 64 64 64 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 20 470 626 T 685 1251.7 627.5 F CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2643 INPUT Description: Lidar Sectn 9 Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 9.91 628.03 24.77 627.95 38.65 627.74 69.36 627.39 96.12 627.21 107.02 626.98 118.91 626.54 139.72 626.24 158.55 625.87 164.49 625.55 197.19 624.94 219.98 624.33 238.81 624.1 249.71 623.85 256.65 620.35 263.58 619.31 269.31 619.43 277.45 621.15 283.4 622.65 286.9 623 373 624 373 630 374 630 374 626 375 626 380 626 404.29 626 416.18 626 436 626 593.56 625.94 616.35 626.42 627.25 626.58 646.07 626.34 659.95 626.3 680.76 626.35 694.63 626.37 710.48 626.58 730.3 626.38 747.15 625.92 1004.62 626.12 1013.7 625.43 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 9.91 .05 249.71 .045 286.9 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 249.71 286.9 44 44 44 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 464 1013.7 626 F CROSS SECTION Drainage Study RIVER: River 1 REACH: Reach 1 RS: 2599 INPUT Description: Lidar Sectn 8 Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 7.9 627.69 21.94 627.13 38.61 626.92 57.03 625.88 63.17 624.15 64.93 623.89 78.09 623.37 105.29 622.97 129.86 622.97 151.79 622.55 156.18 621.85 159.69 620.01 163.2 619.03 171.98 619.84 176.36 620.64 182.5 621.15 188.2 623 273 624.5 273 630 275 630 275 626 280 626 290 626 555.41 625.81 575.59 625.9 609.81 625.91 640.52 625.68 677.37 625.29 773.89 625.25 788.81 625.37 809.86 625.47 823.02 625.56 841.45 625.16 851.98 625.17 864.26 625.02 897.6 625.02 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 7.9 .05 129.86 .045 188.2 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 129.86 188.2 80 80 80 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 600 897.6 626 T CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2519 INPUT Description: Lidar Sectn 7 Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 6.01 626.77 10.51 626.66 16.52 626.25 21.77 625.56 27.78 622.36 51.05 621.51 60.81 621.51 67.57 621.25 71.32 620.93 80.33 618.12 84.08 618.79 87.09 619.86 100.6 620.71 113.36 622.2 133.63 622.33 152.4 622.27 179.43 622.21 192.19 622.16 205.71 622.18 226.73 622.13 241.74 622.16 248.5 622.23 281.53 622.55 299.55 622.59 305.56 622.61 357.36 622.62 365.62 622.55 381.38 622.6 406.91 622.61 413.66 622.68 420.42 623.1 438.44 624 442.94 624.34 454.2 624.42 473.72 624.34 495.5 624.61 509.01 624.7 518.77 624.75 542.04 624.68 566.07 624.46 584.83 624.37 601.35 623.27 623.12 623.35 638.14 623.62 650.15 623.88 662.16 623.92 673.42 623.91 692.19 624.51 713.96 624.43 735.74 624.42 743.24 624.51 754.5 624.5 768.01 624.38 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 6.01 .05 60.81 .045 113.36 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 60.81 113.36 60 60 60 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 174 768.01 625 T CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2459 INPUT Description: Lidar Sectn 6 Station Elevation Data num= 56 Drainage Study Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 5.22 626.91 7.45 626.95 43.96 626.06 46.19 625.23 51.41 621.49 54.39 621.22 64.82 621.15 83.45 620.58 86.43 620.14 89.41 618.66 92.39 618.16 97.69 617.73 98.35 619.77 102.82 620.28 113.25 620.62 122.94 621.59 137.84 621.84 152.74 621.71 165.4 621.65 185.52 621.58 198.19 621.53 225.01 621.43 245.13 621.43 258.54 621.53 268.22 621.7 287.59 621.83 298.77 621.83 307.71 621.97 317.4 621.91 341.98 622.09 356.14 622.23 364.33 622.38 388.18 622.41 409.78 622.26 423.19 622.28 434.37 622.45 449.27 623.17 455.23 623.6 465.66 623.88 476.09 624.14 484.29 624.15 508.13 624.01 530.48 624 560.29 623.93 566.99 623.93 575.93 623.81 596.05 623.79 618.4 623.7 631.07 623.81 666.08 624.03 676.52 624.13 704.83 624.54 721.96 624.69 727.92 624.82 743.57 624.88 762.19 624.69 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 5.22 .05 64.82 .045 122.94 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 64.82 122.94 53 53 53 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2406 INPUT Description: Lidar Sectn 5 Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 4.56 627 9.12 627.1 22.05 626.76 27.37 626.41 31.93 624.61 37.25 621.27 40.29 621.01 46.37 621.02 66.89 620.75 74.5 620.11 78.3 619.23 80.58 617.73 82.1 617.36 83.42 617.38 89.7 619.68 92.74 620.16 101.86 620.47 118.59 621.01 129.23 621.11 142.15 621.11 168 621.08 188.52 621.16 197.64 621.2 205.25 621.08 221.21 620.98 234.89 621.08 247.05 620.99 275.94 621.17 301.03 621.33 320.79 621.57 330.67 621.67 344.36 621.57 354.24 621.24 366.4 621.22 377.8 621.43 387.69 621.47 394.53 621.76 401.37 622.1 422.65 622.74 431.01 623 446.98 623.61 453.06 623.83 462.18 623.93 472.82 624.02 503.23 623.77 521.47 623.26 535.92 623.28 551.12 623.38 569.37 623.26 576.97 623.27 621.06 623.34 654.5 623.96 686.43 623.97 703.91 623.76 724.44 623.72 733.56 623.77 748.76 624.18 768.53 624.39 777.65 624.24 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 4.56 .05 66.89 .045 101.86 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 66.89 101.86 58 58 58 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2348 INPUT Description: Lidar Sectn 4 Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2.93 626.14 5.14 625.78 13.94 621.48 16.14 621.11 24.95 620.8 34.48 620.85 44.02 620.59 46.96 620.39 53.56 619.52 55.76 618.99 60.16 617.35 63.83 617.77 66.77 619.52 73.37 620.83 90.25 621.21 103.45 621.1 114.46 621.1 129.86 621.19 139.4 621.28 146.74 621.22 162.15 620.95 176.09 620.91 192.96 620.97 202.5 620.88 225.24 621.06 238.45 621.08 250.19 621.26 258.99 621.24 271.47 621.21 294.95 621.28 300.82 621.36 311.82 621.28 351.44 621.46 361.71 621.7 374.19 621.98 396.93 622.75 412.34 623.15 432.15 623.15 448.29 623.11 460.76 623.2 Drainage Study 471.77 623.16 482.77 622.95 493.78 623.06 507.72 623.02 520.92 623.4 544.4 623.47 558.34 623.47 580.35 623.61 596.49 623.37 606.03 623.39 654.46 623.53 668.4 623.58 678.67 623.72 712.42 623.68 715.35 623.96 722.69 624.28 732.23 623.98 750.57 624.09 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2.93 .05 34.48 .045 73.37 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 34.48 73.37 53 53 53 .1 .3 CULVERT RIVER: River 1 REACH: Reach 1 RS: 2322 INPUT Description: Distance from Upstream XS = 20 Deck/Roadway Width = 20 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 623 63 622 116 622 250 623 500 623.5 Upstream Bridge Cross Section Data Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2.93 626.14 5.14 625.78 13.94 621.48 16.14 621.11 24.95 620.8 34.48 620.85 44.02 620.59 46.96 620.39 53.56 619.52 55.76 618.99 60.16 617.35 63.83 617.77 66.77 619.52 73.37 620.83 90.25 621.21 103.45 621.1 114.46 621.1 129.86 621.19 139.4 621.28 146.74 621.22 162.15 620.95 176.09 620.91 192.96 620.97 202.5 620.88 225.24 621.06 238.45 621.08 250.19 621.26 258.99 621.24 271.47 621.21 294.95 621.28 300.82 621.36 311.82 621.28 351.44 621.46 361.71 621.7 374.19 621.98 396.93 622.75 412.34 623.15 432.15 623.15 448.29 623.11 460.76 623.2 471.77 623.16 482.77 622.95 493.78 623.06 507.72 623.02 520.92 623.4 544.4 623.47 558.34 623.47 580.35 623.61 596.49 623.37 606.03 623.39 654.46 623.53 668.4 623.58 678.67 623.72 712.42 623.68 715.35 623.96 722.69 624.28 732.23 623.98 750.57 624.09 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2.93 .05 34.48 .045 73.37 .05 Bank Sta: Left Right Coeff Contr. Expan. 34.48 73.37 .1 .3 Downstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 623 63 622 116 622 250 623 600 623.5 Downstream Bridge Cross Section Data Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 3.38 625.08 21.6 623.82 43.21 622.77 51.99 621.55 58.06 621.19 60.76 620.92 68.19 620.65 74.94 620.23 81.69 619.59 83.72 618.94 88.44 616.91 92.49 616.53 96.54 616.38 101.27 618.13 105.32 619.39 109.37 620.44 111.4 620.62 118.15 620.85 139.08 620.79 151.91 620.9 180.94 620.96 201.19 620.77 216.04 620.73 240.35 620.76 250.48 620.7 259.93 620.8 270.73 620.81 284.23 620.8 297.74 620.77 305.16 620.91 315.29 620.99 329.47 620.96 346.35 621.05 357.82 621.05 390.23 621.18 405.76 621.2 413.19 621.36 442.89 621.72 453.02 621.93 474.62 622.32 Drainage Study 509.06 622.93 514.46 622.99 520.53 623.24 529.31 623.35 566.44 623.27 571.84 623.39 579.27 623.39 589.4 623.87 595.47 624.26 600.87 624.35 614.38 624.33 624.5 624.32 643.41 624.49 660.29 624.4 669.74 624.3 681.22 624.29 690.66 624.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 3.38 .05 68.19 .045 111.4 .05 Bank Sta: Left Right Coeff Contr. Expan. 68.19 111.4 .1 .3 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 3.5 FHWA Chart # 1 - Concrete Pipe Culvert FHWA Scale # 3 - Groove end entrance; pipe projecting from fill Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 10 30 .013 .013 0 .5 1 Upstream Elevation = 617.4 Centerline Station = 60.75 Downstream Elevation = 617 Centerline Station = 92.12 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2295 INPUT Description: Lidar Sectn 3 Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 3.38 625.08 21.6 623.82 43.21 622.77 51.99 621.55 58.06 621.19 60.76 620.92 68.19 620.65 74.94 620.23 81.69 619.59 83.72 618.94 88.44 616.91 92.49 616.53 96.54 616.38 101.27 618.13 105.32 619.39 109.37 620.44 111.4 620.62 118.15 620.85 139.08 620.79 151.91 620.9 180.94 620.96 201.19 620.77 216.04 620.73 240.35 620.76 250.48 620.7 259.93 620.8 270.73 620.81 284.23 620.8 297.74 620.77 305.16 620.91 315.29 620.99 329.47 620.96 346.35 621.05 357.82 621.05 390.23 621.18 405.76 621.2 413.19 621.36 442.89 621.72 453.02 621.93 474.62 622.32 509.06 622.93 514.46 622.99 520.53 623.24 529.31 623.35 566.44 623.27 571.84 623.39 579.27 623.39 589.4 623.87 595.47 624.26 600.87 624.35 614.38 624.33 624.5 624.32 643.41 624.49 660.29 624.4 669.74 624.3 681.22 624.29 690.66 624.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 3.38 .05 68.19 .045 111.4 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 68.19 111.4 56 56 56 .1 .3 CROSS SECTION Drainage Study RIVER: River 1 REACH: Reach 1 RS: 2239 INPUT Description: Lidar Sectn 2 Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1.24 624.72 4.98 624.85 16.18 624.78 23.65 624.84 28.62 624.74 34.85 624.41 37.96 624.09 44.18 623.06 51.02 622.43 56.62 621.7 63.47 621.04 70.93 620.65 77.16 620.05 82.76 619.4 86.49 618.37 89.6 616.05 93.33 616.12 98.31 617.8 100.18 618.12 105.78 619.59 112 620.28 116.36 620.41 141.87 620.5 161.78 620.39 168 620.19 180.45 620.17 187.91 620.3 197.87 620.44 204.09 620.61 210.94 620.62 220.27 620.49 233.96 620.38 261.34 620.37 266.31 620.39 287.47 620.45 296.18 620.57 305.52 620.51 311.74 620.6 322.94 620.51 334.14 620.53 341.6 620.65 367.74 620.66 376.45 620.39 383.92 620.4 394.49 620.55 411.29 620.86 422.49 621.14 443.03 621.44 451.74 621.58 466.05 621.8 480.36 621.94 486.58 622.27 494.67 622.48 500.9 622.54 525.16 623.07 534.5 623.03 545.07 623.15 581.16 624.11 585.52 624.26 607.92 624.62 617.87 624.72 636.54 624.61 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1.24 .05 77.16 .045 112 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 77.16 112 93 93 93 .1 .3 CROSS SECTION RIVER: River 1 REACH: Reach 1 RS: 2146 INPUT Description: Lidar Sectn 1 Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .56 625.33 8.88 625 18.32 624.9 27.75 624.53 37.19 623.99 43.85 623.32 49.4 622.4 62.72 621.34 65.49 621.02 72.71 620.47 76.04 620.36 78.82 619.17 85.47 617.37 89.92 615.78 92.69 615.92 95.47 616.3 97.69 617.09 101.57 618.19 104.9 618.49 108.23 619.19 112.12 619.65 120.44 619.6 130.99 619.69 137.65 619.68 150.41 619.88 157.07 619.95 172.06 619.9 193.71 620.19 202.03 620.45 213.13 620.71 218.13 620.66 237.55 620.27 244.77 620.25 250.87 620.12 256.98 620.21 263.09 620.15 271.41 619.99 279.74 619.89 289.17 619.91 298.05 620.18 310.82 620.26 324.69 620.4 340.23 620.18 344.68 619.99 350.23 619.89 362.99 620.1 371.32 620.11 387.97 620.41 399.07 620.61 411.28 620.7 430.71 620.82 441.81 620.96 450.69 620.98 465.12 621.3 482.88 621.53 487.32 621.55 497.31 621.79 505.08 621.89 521.18 622.01 537.83 622.55 541.16 622.68 551.15 623.73 554.48 624.17 559.47 624.31 567.79 624.16 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val .56 .05 76.04 .045 112.12 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 76.04 112.12 0 0 0 .1 .3 SUMMARY OF MANNING'S N VALUES River:River 1 Reach River Sta. n1 n2 n3 Reach 1 3064 .05 .045 .05 Reach 1 2955 .05 .045 .05 Drainage Study Reach 1 2875 .02 .045 .05 Reach 1 2800 .02 .045 .05 Reach 1 2707 .02 .045 .05 Reach 1 2643 .05 .045 .05 Reach 1 2599 .05 .045 .05 Reach 1 2519 .05 .045 .05 Reach 1 2459 .05 .045 .05 Reach 1 2406 .05 .045 .05 Reach 1 2348 .05 .045 .05 Reach 1 2322 Culvert Reach 1 2295 .05 .045 .05 Reach 1 2239 .05 .045 .05 Reach 1 2146 .05 .045 .05 SUMMARY OF REACH LENGTHS River: River 1 Reach River Sta. Left Channel Right Reach 1 3064 109 109 109 Reach 1 2955 80 80 80 Reach 1 2875 75 75 75 Reach 1 2800 93 93 93 Reach 1 2707 64 64 64 Reach 1 2643 44 44 44 Reach 1 2599 80 80 80 Reach 1 2519 60 60 60 Reach 1 2459 53 53 53 Reach 1 2406 58 58 58 Reach 1 2348 53 53 53 Reach 1 2322 Culvert Reach 1 2295 56 56 56 Reach 1 2239 93 93 93 Reach 1 2146 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: River 1 Reach River Sta. Contr. Expan. Reach 1 3064 .1 .3 Reach 1 2955 .1 .3 Reach 1 2875 .1 .3 Reach 1 2800 .1 .3 Reach 1 2707 .1 .3 Reach 1 2643 .1 .3 Reach 1 2599 .1 .3 Reach 1 2519 .1 .3 Reach 1 2459 .1 .3 Reach 1 2406 .1 .3 Reach 1 2348 .1 .3 Reach 1 2322 Culvert Reach 1 2295 .1 .3 Reach 1 2239 .1 .3 Reach 1 2146 .1 .3 Drainage Study HEC-RAS Plan: PostPlan 04 River: River 1 Reach: Reach 1 Profile: 100-YrReach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach 1 2146 100-Yr 1766.00 615.78 621.90 621.15 622.02 0.002502 4.11 751.61 450.23 0.36Reach 1 2239 100-Yr 1766.00 616.05 622.15 622.28 0.003067 4.27 703.96 431.07 0.39Reach 1 2295 100-Yr 1766.00 616.38 622.30 622.50 0.004017 4.78 628.66 427.22 0.45Reach 1 2322 CulvertReach 1 2348 100-Yr 1766.00 617.35 623.86 622.09 623.90 0.000962 2.62 1221.91 705.18 0.23Reach 1 2406 100-Yr 1766.00 617.36 623.91 623.95 0.000724 2.32 1188.26 640.20 0.20Reach 1 2459 100-Yr 1766.00 617.73 623.94 624.01 0.001274 2.75 933.61 516.34 0.25Reach 1 2519 100-Yr 1766.00 618.12 623.77 624.31 0.008425 6.68 332.37 460.13 0.65Reach 1 2599 100-Yr 1766.00 619.03 624.47 624.38 625.13 0.011700 7.36 321.18 209.34 0.75Reach 1 2643 100-Yr 1766.00 619.31 624.90 624.90 625.73 0.010544 8.36 299.03 174.43 0.74Reach 1 2707 100-Yr 1766.00 619.78 625.80 624.90 626.21 0.004724 5.91 380.50 545.85 0.50Reach 1 2800 100-Yr 1766.00 621.22 626.39 626.39 626.70 0.005396 5.73 468.24 592.47 0.53Reach 1 2875 100-Yr 1766.00 621.83 626.82 626.36 626.90 0.001218 2.78 957.99 879.85 0.25Reach 1 2955 100-Yr 1766.00 622.31 626.95 627.03 0.002349 3.53 946.55 850.32 0.34Reach 1 3064 100-Yr 1766.00 622.89 627.21 627.36 0.003469 4.07 708.28 587.91 0.41 Drainage Study 02004006008001000614616618620622624626628Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 Main Channel Distance (ft)Elevation (ft)LegendWS 100-YrGround22392295232223482406245925192599264327072800287529553064River 1 Reach 1Drainage Study 02004006008001000622624626628630632634Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 3064 Lidar Sectn 14Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.0502004006008001000622624626628630632Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2955 Lidar Sectn 13Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.0502004006008001000620622624626628630632Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2875 Lidar Sectn 12Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.02.045.050200400600800100012001400620622624626628630Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2800 Lidar Sectn 11Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.02.045.05Drainage Study 0200400600800100012001400618620622624626628630Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2707 Lidar Sectn 10Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.02.045.05020040060080010001200618620622624626628630Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2643 Lidar Sectn 9Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.05.045.0502004006008001000618620622624626628630Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2599 Lidar Sectn 8Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.05.045.050200400600800618620622624626628Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2519 Lidar Sectn 7Station (ft)Elevation (ft)LegendWS 100-YrGroundIneffBank Sta.05.045.05Drainage Study 0200400600800616618620622624626628Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2459 Lidar Sectn 6Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050200400600800616618620622624626628Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2406 Lidar Sectn 5Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700800616618620622624626628Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2348 Lidar Sectn 4Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700800616618620622624626628Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2322 Culv Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.05Drainage Study 0100200300400500600700616618620622624626Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2322 Culv Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700616618620622624626Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2295 Lidar Sectn 3Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600700616618620622624626Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2239 Lidar Sectn 2Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.050100200300400500600614616618620622624626Meadow Creek- bh377 Plan: Post Plan 04 1/11/2021 River = River 1 Reach = Reach 1 RS = 2146 Lidar Sectn 1Station (ft)Elevation (ft)LegendWS 100-YrGroundBank Sta.05.045.05Drainage Study Drainage Study Drainage Study TIME OF CONCENTRATION Calculations follow NRCS-TR55 methodProject: Heron Pond Downstream AssessmentLocation: City of Colleyville, Tarrant County, TexasSheet Flow Surface CodesCode Description nA Smooth surface 0.011B Fallow (no residue) 0.05C Cultivated soils, Residue cover <= 20% 0.06D Cultivated soils, Residue cover > 20% 0.17E Grass, Short grass prarie 0.15F Grass, Dense grasses 0.24G Grass, Bermudagrass 0.41H Range (natural) 0.13I Woods, Light underbrush 0.4J Woods, Dense underbrush 0.8Shallow Concentrated Surface CodesCode DescriptionP PavedU UnpavedOriginal Areas: AREA 1Flow Type 2 year Length Elevation Drop Slope Surface n Area Wp Velocity Time Timerain (ft) (ft) (ft/ft) Code (ft^2) (ft) (ft/sec) (hr) (min)Sheet 3.6 100 2 0.015 E 0.15 0.173Shallow Concentrated 1600 15 0.009 U 0.08 1.56 0.284Open Channel 4100 25 0.006 0.045 90.00 40.00 4.44 0.257PipeTime of Concentration = 0.714 42.83Lag = 0.6Tc=0.428Drainage Study TIME OF CONCENTRATION Calculations follow NRCS-TR55 methodProject: Heron Pond Downstream AssessmentLocation: City of Colleyville, Tarrant County, TexasSheet Flow Surface CodesCode Description nA Smooth surface 0.011B Fallow (no residue) 0.05C Cultivated soils, Residue cover <= 20% 0.06D Cultivated soils, Residue cover > 20% 0.17E Grass, Short grass prarie 0.15F Grass, Dense grasses 0.24G Grass, Bermudagrass 0.41H Range (natural) 0.13I Woods, Light underbrush 0.4J Woods, Dense underbrush 0.8Shallow Concentrated Surface CodesCode DescriptionP PavedU UnpavedOriginal Areas: AREA 2Flow Type 2 year Length Elevation Drop Slope Surface n Area Wp Velocity Time Timerain (ft) (ft) (ft/ft) Code (ft^2) (ft) (ft/sec) (hr) (min)Sheet 3.6 100 2 0.015 E 0.15 0.173Shallow Concentrated 800 10 0.013 U 0.08 1.80 0.123Open Channel 1100 5 0.005 0.045 90.00 40.00 3.83 0.080PipeTime of Concentration = 0.376 22.54Lag = 0.6Tc=0.225Drainage Study 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IRUGUDLQHGDUHDVDQGWKHVHFRQGLVIRUXQGUDLQHGDUHDV2QO\WKHVRLOVWKDWLQWKHLU QDWXUDOFRQGLWLRQDUHLQJURXS'DUHDVVLJQHGWRGXDOFODVVHV 5DWLQJ2SWLRQV $JJUHJDWLRQ0HWKRG'RPLQDQW&RQGLWLRQ &RPSRQHQW3HUFHQW&XWRII1RQH6SHFLILHG 7LHEUHDN5XOH+LJKHU +\GURORJLF6RLO*URXS²7DUUDQW&RXQW\7H[DV 1DWXUDO5HVRXUFHV &RQVHUYDWLRQ6HUYLFH :HE6RLO6XUYH\ 1DWLRQDO&RRSHUDWLYH6RLO6XUYH\  3DJHRI Drainage Study Drainage Study 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 1/25/2021 Type Approval of Minutes Department Community Development Title Planning and Zoning Commission Minutes - December 14, 2020 Attachments 1.December 14, 2020 P&Z 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, December 14, 2020 Executive Conference Room CALL MEETING TO ORDER The City of Colleyville Planning and Zoning Commission Pre Commission Meeting was called to order by Acting Chair Bevill on December 14, 2020, at 6:16 p.m. Roll Call Present: David Groves, Lawrence Williamson, Sayeda Syed, Matt Koch, and Claudia Bevill Absent: Kimberly Holt Gunderson and George Bond Staff Present: Ben Bryner, Jacquelyn Reyff, Robert McKeown, Larry Wright, Eddie Tangadunrat, Nicole Corr, and Araceli Botello Also Present: Council Member George Dodson and Chuck Kelly Acting Chair Bevill adjourned the Pre Commission at 6:32 p.m. and called the Executive Session to order at 6:32 p.m. Roll Call Present: David Groves, Lawrence Williamson, Sayeda Syed, Matt Koch, and Claudia Bevill Absent: Kimberly Holt Gunderson and George Bond Staff Present: Ben Bryner, Jacquelyn Reyff, Larry Wright, Nicole Corr, and Araceli Botello There was general discussion regarding upcoming meeting dates. 1. EXECUTIVE SESSION IN ACCORDANCE WITH THE TEXAS GOVERNMENT CODE, CHAPTER 551, SUBCHAPTER D Section 551.071 – Legal – Consultation with attorney on legal issues raised by items on the agenda Acting Chair Bevill stated that the Executive Session had been called in accordance Planning and Zoning Commission Minutes December 14, 2020 City of Colleyville Page 2 with the Texas Government Code, Chapter 551, Subchapter D, Section 551.071. No decisions was made or action taken during this time. Executive Session was adjourned at 6:46 p.m. CALL MEETING TO ORDER CITY COUNCIL CHAMBERS The City of Colleyville Planning and Zoning Commission Meeting was called to order by Acting Chair Bevill on December 14, 2020, at 7:00 p.m. Roll Call Present: David Groves, Lawrence Williamson, Sayeda Syed, Matt Koch, and Claudia Bevill Absent: Kimberly Holt Gunderson and George Bond Staff Present: Ben Bryner, Jacquelyn Reyff, Robert McKeown, Larry Wright, Eddie Tangadunrat, Nicole Corr, and Araceli Botello Also Present: Council Member George Dodson and Chuck Kelly 1. SWEARING IN OF NEWLY APPOINTED MEMBERS Recording Secretary, Araceli Botello swore in David Groves to Place 1 and Lawrence Williamson to Place 2 on the Planning and Zoning Commission. 2. ELECTION OF OFFICERS Commissioner Koch made a motion to nominate Claudia Bevill as Chair. Commissioner Syed seconded the motion. The motion was carried by the following vote: Aye: 4 – Groves, Williamson, Syed, and Koch Nay: 0 - Abstain: 1 – Bevill Commissioner Groves made a motion to nominate Kimberly Holt Gunderson as Vice-Chair. Commissioner Williamson seconded the motion. The motion was carried by the following vote: Aye: 4 – Groves, Williamson, Koch, and Bevill Planning and Zoning Commission Minutes December 14, 2020 City of Colleyville Page 3 Nay: 1 - Syed 3 CITIZEN COMMENTS There were no citizens wishing to speak. 4. APPROVAL OF MINUTES Planning and Zoning Commission Minutes - October 26, 2020 Planning and Zoning Commission Minutes – November 9, 2020 Planning and Zoning Commission Minutes – November 23, 2020 Commissioner Koch made a motion to approve the October 26, 2020, November 9, 2020, and November 23, 2020 Planning and Zoning Commission Minutes. Commissioner Syed seconded the motion. The motion was carried by the following vote: Aye: 5 – Groves, Williamson, Syed, Koch, and Bevill Nay: 0 5. PUBLIC HEARING AGENDA ITMES 5a Consideration of a Replat for Lots 1, 2, and 3X, Block 1, Old Grove Addition, Phase II, being Lots 1 & 2, Block 1, Newgren Addition and Lot 2X, Block E, Old Grove Addition, located at 103 & 105 John McCain Road and 7189 Cast Iron Forest Trail, Case PC20-006, TABLED FROM THE NOVEMBER 9, 2020 PLANNING AND ZONING COMMISSION MEETING Chair Bevill requested a motion to remove item from the table. Commissioner Williamson made a motion to remove Case PC20-006 from the table. Commissioner Groves seconded the motion The motion was carried by the following vote: Aye: 5 – Williamson, Bevill, Syed, Koch, and Groves Nay: 0 Ben Bryner presented the item and briefed the Commission. City Engineer, Larry Wright, came forward and briefed the Commission Planning and Zoning Commission Minutes December 14, 2020 City of Colleyville Page 4 regarding the City’s Land Development Code’s Chapter 9 – Subdivision Design & Public Facilities regulations and drainage easements. The public hearing was opened at 7:19 p.m. Jennifer Johnson, 203 Colden Court, came forward and spoke in opposition to the case. Mrs. Johnson addressed concerns regarding the retention pond, drainage, storm water, safety, and trees preservation. The applicant, Matthew Maly, 6500 W Freeway, Suite 700, Fort Worth, came forward and briefed the Commission. Mr. Maly addressed the concerns brought forth by Mrs. Johnson regarding the flow to the Y-inlet in lieu of the pond, drainage, water detention, sheet flow in Y-inlet, 1 foot deep ditch, safety, 100 year flood requirements, and tree preservation. With no one wishing to speak, the public hearing was closed at 7:35 p.m. City Engineer, Larry Wright, came forward and addressed the comments brought forth by Mr. Maly. Mr. Wright addressed the water and contour lines direction, re-routing of sheet flow water, consent of property owner(s) per Land Development Code, concerns of code violation, and consideration by the applicant to generate water flow through underground pipe, proposed location of underground pipe, and location & distance of the drainage easement. Commissioner Syed excused herself from the meeting at 7:41 p.m. Chair Bevill opened the public hearing at 7:42 p.m. Mark Johnson, 203 Colden Court, came forward and spoke in opposition to the case. Mr. Johnson addressed concerns regarding drainage and tearing of driveway, fencing, and landscape. With no one wishing to speak, the public hearing was closed at 7:45 p.m. The applicant, Matthew Maly, 6500 W Freeway, Suite 700, Fort Worth, came forward and addressed concerns brought forth by the citizens. Mr. Maly addressed the proposed plan for aboveground drainage system and eliminating the need to tear down driveways or placing a second underground pipe line drainage system parallel to the existing underground drainage system. City Engineer, Larry Wright, came forward and addressed the comments brought forth by Mr. Maly. Mr. Wright addressed the option of replacing the existing underground pipe for a larger pipe of the underground drainage system and avoid placing a second underground drainage system parallel to the existing underground drainage system due to concerns of proximity by damaging the existing system during construction of the second system or Planning and Zoning Commission Minutes December 14, 2020 City of Colleyville Page 5 during any future repairs of the systems. With no one wishing to speak, the public hearing was closed at 7:49 p.m. Commissioner Groves made a motion to deny Case PC20-006. Commissioner Koch seconded the motion. The motion was carried by the following vote: Aye: 4 – Groves, Williamson, Koch, and Bevill Nay: 0 5b Consideration of a Special Use Permit for an Accessory Building to exceed the maximum building height when located within the rear yard setback, being Lot 7, Block 6, Woodbriar Estates Addition, located at 3713 Sweetbriar Lane, Case ZC20-029 Jacquelyn Reyff presented the item and briefed the Commission. The applicant, Jason McDougal, 3713 Sweetbriar Lane, came forward and briefed the Commission. Mr. McDougal answered questions of the Commission regarding seeking a permit, roof, and building material. The public hearing was opened at 8:00 p.m. Robert Powell, 3712 Rosebriar Lane, came forward and spoke in opposition to the case. Mr. Powell addressed concerns regarding changing the neighborhood, permits, and drainage. Richard Duggan, 3704 Rosebriar Lane, came forward and spoke in opposition to the case. Mr. Duggan addressed concerns regarding drainage and the size of the proposed structure. Robert Powell, 3712 Rosebriar Lane, came forward addressed concerns regarding the accessory buildings and permits issued for the property owner located at 3717 Sweetbriar Lane. The applicant, Jason McDougal, 3713 Sweetbriar Lane, came forward and addressed the concerns brought forth from surrounding property owners. Mr. McDougal addressed adding a drainage system, the difference between his proposed project and the property owner located at 3717 Sweetbriar Lane, clarify that the property owner without a special use permit is located at 3805 Oakbriar Lane. Richard Duggan, 3704 Rosebriar Lane, came forward and addressed concerns Planning and Zoning Commission Minutes December 14, 2020 City of Colleyville Page 6 regarding the applicant’s floor plan proposing an office and a restroom. Staff came forward and addressed the concerns brought forth regarding the applicant’s proposed floor plan. With no one wishing to speak, the public hearing was closed at 8:15 p.m. There was general discussion amongst staff and the Commission regarding the location of the building structure, height of the structure, and the applicant’s variance request. Commissioner Koch made a motion to deny Case ZC20-029. Commissioner Groves seconded the motion The motion was carried by the following vote: Aye: 4 – Groves, Williamson, Koch, and Bevill Nay: 0 5c Consideration of a Special Use Permit for a Massage Therapy use on Lot 1R1, Block 1, Foster Addition, located at 5200 Colleyville Boulevard, Suite C, Case ZC20-030 Jacquelyn Reyff presented the item and briefed the Commission. The applicant, Zhongying Zhue, 5200 Colleyville Boluevard, came forward with her translator, Yeoman and briefed the Commission. Ms. Zhue answered question of the Commission regarding the business change in ownership, if applicant owned other massage business elsewhere, business experience in massage therapy, number of employees, business set-up, licensing, number of employees, and requirements for license of other employees in the business. The public hearing was opened at 8:25 p.m. With no one wishing to speak, the public hearing was closed at 8:25 p.m. Commissioner Williamson made a motion to approve Case ZC20-030. Commissioner Groves seconded the motion The motion was carried by the following vote: Aye: 4 – Groves, Williamson, Koch, and Bevill Nay: 0 5d Consideration of a Special Use Permit for an Accessory Building to encroach into the required street side yard setback on Lot 2, Block Planning and Zoning Commission Minutes December 14, 2020 City of Colleyville Page 7 3R, Woodbriar Estates West Addition, located at 111 W. Greenbriar Lane, Case ZC20-031 Jacquelyn Reyff presented the item and briefed the Commission. Mrs. Reyff answered questions of the Commission regarding the basis for staff’s recommendation of denial for the case. The public hearing was opened at 8:35 p.m. The applicants, Robert Grubbs and Jonathan Grubbs, 111 W. Greenbriar Lane, came forward and briefed the Commission. The applicants answered questions of the Commission regarding the number of driveways, gated fencing, height of the proposed structure, the intent use of the structure, consideration to relocate the structure, and consideration of a different height for the structure. With no one wishing to speak, the public hearing was closed at 8:41 p.m. There was general discussion amongst the Commission regarding the understanding of the request by the homeowner due to the history and location of the proposed structure, the noncompliance of the proposed request, the visual aesthetics, the structure’s location, the proposal does not meet the Land Development Code, and the size of the requested variance exceeds the standard. Commissioner Groves made a motion to deny Case ZC20-031. Commissioner Koch seconded the motion The motion was carried by the following vote: Aye: 4 – Groves, Williamson, Koch, and Bevill Nay: 0 6. AJOURMENT The meeting adjourned at 8:45 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 Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number 4a Agenda Date 1/25/2021 Number Type Public Hearing Agenda Items Department Community Development Title Consideration of a Replat for Lot 1R1, Block 1 and Lot 2AR2, Block 3, Wescoat Place, being Lot 1R, Block 1 & Lots 2AR1 and 6A, Block 3, Wescoat Place, located at 6200 & 6104 Bransford Road and 6108 LD Lockett Road, Case PC20-010 Explanation Darryl H. Heath, the applicant, requests approval of a Replat for Lot 1R1, Block 1, and Lot 2AR2, Block 3, Wescoat Place Addition, being Lot 1R, Block 1 and Lots 2AR1 and 6A, Block 3, Wescoat Place Addition on approximately 11.08 acres, located at 6104 & 6200 Bransford Road and 6108 LD Lockett Road. The properties are zoned R-30 and R- 40 Single Family Residential districts. The applicant proposes to adjust the lot lines between the properties and plat the properties into 2 single-family residential lots. There are no new lots proposed. Existing Conditions/Background: The subject properties are currently zoned R-30 and R-40 Single Family Residential district. The properties are generally located northwest of the intersection of Bransford Road and LD Lockett Road. The properties are currently developed with 2 single-family homes and an undeveloped lot. The plat up for consideration proposes to adjust the lot lines between the properties and plat the properties into 2 single-family residential lots. Lot Dimensions and Setbacks: The Lot Requirements and Setbacks for the R-30 and R-40 zoning regulations require the following standards: R-30 Minimum Lot Area: 30,000 square feet Minimum Lot Width: 125 feet Minimum Lot Depth: 125 feet Minimum Front Yard Setback: 35 feet Minimum Side Yard Setbacks: 10 feet Planning and Zoning Commission Agenda Briefing 4a City of Colleyville Page 2 Minimum Rear Yard Setback: 25 feet Maximum Lot Coverage: 25% Maximum Impervious Coverage: 55% R-40 Minimum Lot Area: 40,000 square feet Minimum Lot Width: 150 feet Minimum Lot Depth: 150 feet Minimum Front Yard Setback: 40 feet Minimum Side Yard Setbacks: 15 feet Minimum Rear Yard Setback: 25 feet Maximum Lot Coverage: 20% Maximum Impervious Coverage: 50% As submitted, the proposed plat meets all of the requirements of the R-30 and R-40 zoning and the Land Development Code. Surrounding Development: The properties to the north, south, and west are zoned R-40 Single Family Residential district and primarily developed with single-family homes. The properties to the east are zoned AG Agricultural district and developed with single-family homes. Analysis: The proposed lot layouts are compatible with the R-30 and R-40 zoning districts as described in the Land Development Code. Plat Status: The properties are proposed to be platted as Lot 1R1, Block 1, and Lot 2AR1R, Block 3, Wescoast Place Addition, being Lot 1R, Block 1 and Lots 2AR1 and 6A, Block 3, Wescoat Place Addition DRC Review: The DRC met on December 21, 2020 and offered the following comments: 1. Label the plat as a Replat. 2. Informational comment, a Replat does need to go to the Planning and Zoning Planning and Zoning Commission Agenda Briefing 4a City of Colleyville Page 3 Commission and City Council. Please remove the Staff approval signature block and include the Planning and Zoning Commission and City Council signature blocks. 3. Lot 2R, Block 1 of Westcoat Place needs to have 7.4 feet will need to be dedicated along White Drive to be in compliance with the Master Thoroughfare Plan. 4. The drainage and utility easements need to be increased to 16’ to be in compliance with the Land Development Code due to the lots being greater than 200’ deep. 5. Please provide utility plans for review due to the abandonment of the lot line between Block3 and Lot 1R, Block 1 Westcoat Place and the existing light poles. 6. Please add these notes to the plat: a) Drainage Easement Restriction: No construction or filling, without the written approval of the City of Colleyville shall be allowed within a drainage easement, and then only after detailed engineering plans and studies show that no flooding will result, that no obstruction to the natural flow of water will result, and subject to all owners of the property affected by such construction becoming a party to the request. Where construction is permitted, all finished floor elevations shall be a minimum of two feet above the 100-year flood elevation. b) Utility Easements: Any public utility, including the City of Colleyville, shall have the right to move and keep moved all or part of any building, fences, shrubs, other growths or improvements which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plat; and any public utility, including the City of Colleyville, shall have the right at all times of ingress and egress to and from and upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining and adding to or removing all or part of its respective systems without the necessity at any time of procuring the permission of anyone. Drainage:NA Tree Preservation: Any subdivision of the subject property must comply with Chapter 5 (Tree Preservation) of the Land Development Code. Where any tree is slated for removal, no site grading, dirt disturbance or new construction may occur on the property until a Tree Removal Permit has been issued that is associated with an approved Tree Preservation Plan. In addition to the requirements for submittal of a Tree Removal Permit and Tree Preservation Plan, future development on the site must maintain the minimum existing protected tree canopy coverage as required in Chapter 5. Public Notification: Staff mailed notices to all property owners within 500 feet of the Planning and Zoning Commission Agenda Briefing 4a City of Colleyville Page 4 subject property. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: Staff recommends approval. The proposed Replat meets the technical requirements of the Land Development Code. Prior to filing of the plat, all DRC comments will be required to be addressed and verified to be in compliance with the Land Development Code. Recommendation Approve Attachments 1.Aerial Map 2.Zoning Map 3.Future Land Use Map 4.Statement of Planning Objectives 5.Plat Exhibit 6.Existing Conditions Exhibit 7.Existing Conditions Aerial Exhibit 8.Notification Map 9.Notification List 10.Property Owner Notification 11.Draft Resolution 405 209 6205 312 6108 200 6004 208 6308 305 6000 6213 202 6209 6003 6211 6113 204 6207 6313 6113213 308 205 6109 201 6105 6200 6015 6101 6304 6104 401 6100 6201 6201 6100 400 400 6303 6204 403 6008 6016 6012 6009 WHITE DRIVE SHELTONDRIVEWESTCOAT DRIVELDLOCKETTROADBRANS F ORD ROADAerial 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. PC20-010 K6104 & 6200 Bransford Rd and 6108 LD Lockett Rd Subject Property 405 209 6013 6000 6108 59045909 6205 312 6301 6108 6104 200 6208 6208 6004 208 6008 6308 305 6000 5916 6213 5905 6317 6206 202 6209 6003 6211 6113 5901 204 6207 6002 6313 6113213 6212 6216 308 6200 6204 205 6001 6109 201 500 6105 6200 6015 6101 6304 6104 401 6100 6001 6201 6201 6100 400 400 6303 6204 403 5909 6008 60166012 6009 WHITE DRIVE SHELTONDRIVEWESTCOAT DRIVEBRA NSFORD R OA D LDLOCKETTROADR-10 R-20 R-30 R-40 AG R-40 R-20R-20 R-30 R-40 R-40 RE 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. PC20-010 K6104 & 6200 Bransford Rd and 6108 LD Lockett Rd Subject Property 405 209 6013 6000 6108 59045909 6205 312 6301 6108 6104 200 6208 6314 6208 6401 6004 208 6008 6308 305 6000 5916 6213 6317 6206 202 6312 6209 6003 6211 6113 204 6207 6002 6313 6113213 6212 6216 6409 308 6200 6204 205 6001 6109 201 500 6408 6105 6200 6015 6101 6304 6104 401 6100 6001 6201 6201 6100 400 400 6303 6204 403 6008 60166012 6009 WHITE DRIVE SHELTONDRIVEBRANS F ORDROA DWESTCOAT DRIVELDLOCKETTROADFuture 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. PC20-010 K6104 & 6200 Bransford Rd and 6108 LD Lockett Rd Subject Property Residential Institutional Open Space; Parks 3533 Bell Drive Hurst, Texas 76053 Office: 817-540-8048 & 817-925-8411 Fax: 817-283-1148 November 18, 2020 City of Colleyville 100 Main Street Colleyville, TX 76034 Attn: Araceli Botello Re: Replat submittal items for Wescoat Place Revised Lot 1R1, Block 1 & Lot 2AR2, Block 3 Dear Sir, This letter is intended to address the plat submittal item normally required for initial submittal. The property shown on the plat being submitted is comprised of Lot 1R in Block 1 of Westcoat Place Addition and a portion of two previously platted Lots known as Lot 6 and Lot 7, in Block 3 of Wescoat Place Addition, and Lot 2AR, Block 3 of Wescoat Place Addition and a portion of Lot 7, in Block 3 of Wescoat Place Addition. The owners of these properties are Darryl and Bettye Heath and Jesse and Holly Bray. They desire to combine their respective properties into a single lot, one owned by the Heath Family and one lot owned by the Bray family. Mr. Heath and Mr. Bray have informed me that no structures or improvements are or will be planned for the portions of the property that are not currently developed. No extensions of utilities are necessary and no new taps will be needed. Therefore we respectfully request that the requirement for Preliminary Utility Plans, Preliminary Drainage Analysis, Engineering Construction Plans, Drainage Study and Traffic Impact Analysis be waived for the submittal of this plat. If you have any questions please contact me at 817-540-8048. Thank You, Michael Linke R.P.L.S. Prism Surveys, Inc. 3533 Bell Drive Hurst, Texas 76053 817-540-8048 817-283-1148(fax) SHE LT ON DRIVEBETTINGER DRIVETHERESAL A N E BRANSFORD ROADWHITE DRIVE BEVERLY DRIVEWESTCOAT DRIVELDLOCKETTROADNotification 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. PC20-010 K6104 & 6200 Bransford Rd and 6108 LD Lockett Rd Subject Property 500ft Buffer Properties within 500ft Owner Name Owner Address Owner City Owner Zip Situs Address WITMAN, GEORGE 405 SHELTON DR COLLEYVILLE, TX 76034 405 SHELTON DR BATESON FAMILY TRUST 209 WHITE DR COLLEYVILLE, TX 76034 209 WHITE DR JOHN & WANDA BENNETT TRUST 6013 BETTINGER DR COLLEYVILLE, TX 76034 6013 BETTINGER DR ONDARZA, GEORGE 500 EVERGREEN DR HURST, TX 76054 6108 WESTCOAT DR SIMPLER, RUSSELL 6205 WESTCOAT DR COLLEYVILLE, TX 76034 6205 WESTCOAT DR JOINT REVOCABLE TRUST OF DANIE 312 WHITE DR COLLEYVILLE, TX 76034 312 WHITE DR REGIONAL RAIL ROW CO PO BOX 660163 DALLAS, TX 75266 6301 L D LOCKETT RD BRAY, JESSE K 6108 LD LOCKETT RD COLLEYVILLE, TX 76034 6108 L D LOCKETT RD SCHAEFERS, DEAN W 6104 WESTCOAT DR COLLEYVILLE, TX 76034 6104 WESTCOAT DR BREWER, MARY B 6208 WESTCOAT DR COLLEYVILLE, TX 76034 6208 WESTCOAT DR MELENDEZ, HENRY & CHELSEA 6208 L D LOCKETT RD COLLEYVILLE, TX 76034 6208 L D LOCKETT RD GREYSTONE MANOR LP 6401 WESTCOAT DR COLLEYVILLE, TX 76034 6401 WESTCOAT DR PACE, JOHN C 6004 LD LOCKETT RD COLLEYVILLE, TX 76034 6004 L D LOCKETT RD MORGAN, PAIGE 208 WHITE DR COLLEYVILLE, TX 76034 208 WHITE DR KIDD, WALTER EST 304 AZALEA DR GRAPEVINE, TX 76051 6008 WESTCOAT DR JEDRUSIAK, NAOMI 305 WHITE DR COLLEYVILLE, TX 76034 305 WHITE DR GREYSTONE MANOR LP 6401 WESTCOAT DR COLLEYVILLE, TX 76034 6401 WESTCOAT DR LADD, BARBARA J 6000 BRANSFORD RD COLLEYVILLE, TX 76034 6000 BRANSFORD RD RHODES, JAMES 6213 WESTCOAT DR COLLEYVILLE, TX 76034 6213 WESTCOAT DR HANKINS, TRACEY 6206 WESTCOAT DR COLLEYVILLE, TX 76034 6206 WESTCOAT DR HYDE, R W 202 WHITE DR COLLEYVILLE, TX 76034 202 WHITE DR MOSCHEL, JEFFREY 6209 WESTCOAT DR COLLEYVILLE, TX 76034 6209 WESTCOAT DR DOSSEY, JAMES A 6211 WESTCOAT DR COLLEYVILLE, TX 76034 6211 WESTCOAT DR MORRISON, TROY 6113 BRANSFORD RD COLLEYVILLE, TX 76034 6113 BRANSFORD RD PEKURNEY, BROOKE 204 WHITE DR COLLEYVILLE, TX 76034 204 WHITE DR BARRY, HENRY L 6207 WESTCOAT DR COLLEYVILLE, TX 76034 6207 WESTCOAT DR ONCOR ELECTRIC DELIVERY CO LLC PO BOX 139100 DALLAS, TX 75313 6001 L D LOCKETT RD MORRISON, TROY 6113 BRANSFORD RD COLLEYVILLE, TX 76034 6113 BRANSFORD RD DODSON, EDWARD GINO 213 WHITE DR COLLEYVILLE, TX 76034 213 WHITE DR DOODY, KEVIN J 401 W LD LOCKETT RD COLLEYVILLE, TX 76034 6212 WESTCOAT DR GREYSTONE MANOR LP 6401 WESTCOAT DR COLLEYVILLE, TX 76034 6409 WESTCOAT DR BROWN, WHITNEY C 308 WHITE DR COLLEYVILLE, TX 76034 308 WHITE DR HOUGLAND, STACI 6200 WESTCOAT DR COLLEYVILLE, TX 76034 6200 WESTCOAT DR TATE, ARVEL 6683 FM 2264 RHOME, TX 76078 6204 WESTCOAT DR FITZGERALD, MARILYN S 205 WHITE DR COLLEYVILLE, TX 76034 205 WHITE DR ULLRICH, ADAM 6109 WESTCOAT DR COLLEYVILLE, TX 76034 6109 WESTCOAT DR FITZGERALD, B J 201 WHITE DR COLLEYVILLE, TX 76034 201 WHITE DR DOODY, KEVIN 401 W LD LOCKETT RD COLLEYVILLE, TX 76034 500 SHELTON DR VENNER, WILLIAM 6105 WESTCOAT DR COLLEYVILLE, TX 76034 6105 WESTCOAT DR HEATH, H DARRYL 6200 BRANSFORD RD COLLEYVILLE, TX 76034 6200 BRANSFORD RD HUDSON, LESLEY 6015 WESTCOAT DR COLLEYVILLE, TX 76034 6015 WESTCOAT DR STOUT, JONATHAN 6101 WESTCOAT DR COLLEYVILLE, TX 76034 6101 WESTCOAT 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 YU, CHI CHOI 6100 BRANSFORD RD COLLEYVILLE, TX 76034 6100 BRANSFORD RD REGIONAL RAIL ROW CO PO BOX 660163 DALLAS, TX 75266 6201 L D LOCKETT RD BRAY, JESSE K 6108 LD LOCKETT RD COLLEYVILLE, TX 76034 6100 L D LOCKETT RD COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 400 SHELTON DR TURNER FAMILY IRREVOCABLE TRUS 6204 LD LOCKETT RD COLLEYVILLE, TX 76034 6204 L D LOCKETT RD COLLEYVILLE, CITY OF 100 MAIN ST COLLEYVILLE, TX 76034 403 SHELTON DR BRANUM, MARY ANN 5816 ARBOR RD FORT WORTH, TX 76180 6008 L D LOCKETT RD KAMERMAN, DELORIS 6016 LD LOCKETT RD COLLEYVILLE, TX 76034 6016 L D LOCKETT RD KIRKHAM, KENNETH 6012 LD LOCKETT COLLEYVILLE, TX 76034 6012 L D LOCKETT RD THORESON, JEFFRY 6009 WESTCOAT DR COLLEYVILLE, TX 76034 6009 WESTCOAT DR CUTTER RIDGE ESTATES ADDITION 6404 CUTTER RIDGE COURT COLLEYVILLE, TX 76034 COURTESY NOTICE ALIANNE ESTATES 6201 THERESA LANE COLLEYVILLE, TX 76034 COURTESY NOTICE GRAPEVINE COLLEYVILLE ISD 3051 IRA E WOODS AVE GRAPEVINE, TX 76051 STATE REQUIRED HEATH, H DARRYL 6200 BRANSFORD RD COLLEYVILLE, TX 76034 APPLICANT Public hearing notices were mailed on January 8, 2021 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, January 25, 2021 at 7:00 p.m. City Council Meetings: Tuesday, February 2, 2021 at 7:30 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Replat for Lot 1R1, Block 1 and Lot 2AR2, Block 3, Wescoat Place, being Lot 1R, Block 1 & Lots 2AR1 and 6A, Block 3, Wescoat Place. The purpose is to adjust the lot lines between the three properties and plat the properties into 2 single-family residential lots. No new lots proposed. Zoning Case: PC20-010 Applicant: Daryl Heath Owner: Daryl Heath, Jesse Bray, and Four Sons Investment LP Location: 6200 & 6104 Bransford Road and 6108 LD Lockett Road Property Description: Lot 1R, Block 1 & Lots 2AR1 and 6A, Block 3, Wescoat Place Present Zoning: R-30 Single Family Residential & R-40 Single Family Residential This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 NOTICE OF PUBLIC HEARING 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-21-XXXX A RESOLUTION APPROVING A REPLAT FOR LOT 1R1, BLOCK 1, AND LOT 2AR2, BLOCK 3, WESCOAT PLACE WHEREAS, the Planning and Zoning Commission recommended approval of the Replat of Lots 1R, Block 1, and Lots 2AR1 and 6A, Block 3, of the Wescoat Place Addition, on January 25, 2021. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the Replat for Lot 1R1, Block 1 and Lot 2AR2, Block 3 of the Wescoat Place on approximately 11.08 acres, attached as Exhibit “A" - Plat Exhibit, is hereby approved, subject to the following Development Review Committee Comments: 1. Label the plat as a Replat. 2. Informational comment, a Replat does need to go to the Planning and Zoning Commission and City Council. Please remove the Staff approval signature block and include the Planning and Zoning Commission and City Council signature blocks. 3. Lot 2R, Block 1 of Westcoat Place needs to have 7.4 feet will need to be dedicated along White Drive to be in compliance with the Master Thoroughfare Plan. 4. The drainage and utility easements need to be increased to 16’ to be in compliance with the Land Development Code due to the lots being greater than 200’ deep. 5. Please provide utility plans for review due to the abandonment of the lot line between Block3 and Lot 1R, Block 1 Westcoat Place and the existing light poles. 6. Please add these notes to the plat: a) Drainage Easement Restriction: No construction or filling, without the written approval of the City of Colleyville shall be allowed within a drainage easement, and then only after detailed engineering plans and studies show that no flooding will result, that no obstruction to the natural flow of water will result, and subject to all owners of the property affected by such construction becoming a party to the request. Where construction is permitted, all finished floor elevations shall be a minimum of two feet above the 100-year flood elevation. b) Utility Easements: Any public utility, including the City of Colleyville, shall have the right to move and keep moved all or part of any building, fences, shrubs, other growths or improvements which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plat; and any public utility, including the City of Colleyville, shall have the right at all times of ingress and egress to and from and upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining and adding to or removing all or part of its respective systems without the necessity at any time of procuring the permission of anyone. AND IT IS SO RESOLVED. APPROVED BY A VOTE OF ___ AYES, ___ NAYS, AND ___ ABSTENTIONS ON THIS THE 2nd DAY OF FEBRUARY 2021. 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