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Home My WebLink AboutCU2024-39 DENIEDCFI 6075M GRAPE V I N E OFFICE PARK CONDO 16072C GRAPE V I N E OFFICE PARK CONDO 1 6 0 7 2 C PREMIE R G R A P E V I N E OFFICE P A R K CONDO 32941 C PREMIE R GRAPE V I N E OFFICE PARK CONDO 32941C 1.39 AC .04 AC .358 AC 1.00 @ 12.435 @ 4.122 @ 6.35 @ 1.3345 @ 1.3345 @ 6.35 @ .8661 @ .704 @ 3.9199 @ 4.8.12 @ 3.171 @ 1.524 @ .9856 @ 2 2 1 1 1 1 2 BA L L S T CA B E R N E T C T BR I A N A C T IRA E WOOD S A V E WI L L I A M D T A T E A V E V A L L E Y V I S T A D R TR 10N3D TR 10N2 TR 11 TR 11 TR 10N4 10 14152011 13 1912 12 5 15 17 1234 AR 14R1 1 211R 1R 11R 141R 13 12 3R15R 2R 11 10 2R 4R12R1 9 1 22 2 18 1 1617 10 11 98 76 4 3 221 18 1615 14 13 12 11 10 13 1413 16 4 3 2 1 1 4 3 8 13R1 13R2 13R2 HERITAGEPLACEADDN17826 GRAPE V I N E KAWAS A K I 160681.118 @ 11 TATE STREE T PLAZA 41407N TOWNE CENTE R ADDN N O 2 42403H TOWNE CENTE R ADDN N O 2 42403H LIPSCO M B & DANI E L 24070 1R1A BELLA I R E 2135 10 11 12 13 .918 @ PO R-3.5 CN CN LI R-20 R-7.5 CN CC R-7.5 CU24-39; Club Carwash 901 Ira E Woods Avenue 0 90 180 270 360 Feet ² Date Prepared: 10/1/2024 This data has been compiled by the City of Grapevine IT/GIS department. Various official and unofficial sources were used to gather this information. Every effort was made to ensure the accuracy of this data, however, no guarantee is given or implied as to the accuracy of said data. SUBJECT PROPERTY BANK ONE TEXAS 575 WASHINGTON FL 4TH BLVD JERSEY CITY, NJ 07310 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 CITY OF GRAPEVINE PO BOX 95104 GRAPEVINE, TX 76099 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 DOUBLE K REAL ESTATE LLC 815 IRA WOODS AVE E STE 100 GRAPEVINE, TX 76051 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 FROST BANK 111 W HOUSTON ST SAN ANTONIO, TX 78205 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 GL ENTERPRISES LTD 2600 HARWOOD RD BEDFORD, TX 76021 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE STE 500 DALLAS, TX 75201 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 INTEGRATED HEALTH PSYCHOLOGY 823 IRA WOODS AVE E STE 300 GRAPEVINE, TX 76051 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 K & TB LLC 800 IRA WOODS AVE E GRAPEVINE, TX 76051 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 MADISON REAL ESTATE LTD ETAL 3000 SPRING VALLEY DR BEDFORD, TX 76021 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 MADISON REAL ESTATE LTD 3000 SPRING VALLEY DR BEDFORD, TX 76021 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 QT SOUTH LLC 4705 S 129TH AVE E TULSA, OK 74134 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 REGIONAL RAIL ROW CO PO BOX 660163 DALLAS, TX 75266 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 STEINLE HOLDINGS AND INVESTMENTS LLC 1027 WM D TATE AVE GRAPEVINE, TX 76051 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 TRUCARE INVESTMENTS LLC 716 GLEN ABBEY DR SOUTHLAKE, TX 76092 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 UPPERLINE LP 811 IRA WOODS AVE E GRAPEVINE, TX 76051 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 WAYNE P FRANK 722 CABERNET CT GRAPEVINE, TX 76051 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 CU24_39_100124_020414PM Labels - Label Count: 16 | Total Record Count 17 Page 1 FILE #: CU24-39 CLUB CARWASH NOTICE OF PUBLIC HEARING GRAPEVINE CITY COUNCIL AND PLANNING AND ZONING COMMISSION Because you are a property owner within 200 feet of the subject tract of land as shown by the last City-approved tax rolls, you received this notice. If you cannot or do not wish to attend the hearing, the attached form is provided for your convenience. If owners of more than 20% of the property within 200 feet of the subject tract object to the case, a 3/4 vote of the City Council is required to approve the request. Case Number/Name: CU24-39; Club Carwash Applicant: Claymoore Engineering Location: 901 Ira E Woods Avenue Current Zoning: “CC”, Community Commercial District Purpose of Request: The public hearing is to consider an application submitted by Claymoore Engineering for property located at 901 Ira E Woods Avenue, proposed to be platted as Block 1, Lot 14R-1R2, Towne Center Addition No. 2. The applicant is requesting a conditional use permit to amend the previously approved site plan CU07-35 (Ord. 2007-66) for a planned commercial center to revise the building elevations and building footprint to allow a medical office and professional office. This request is specifically to construct a 5,030 square foot drive-thru car wash with full-service and self-service options with dual lanes. The property is zoned “CC”, Community Commercial District and is owned by Grapevine/ Tate Joint Venture. A copy of the site plan is on file with the Department of Planning Services or online with the City Council packets at https://grapevinetexas.gov/89/Agendas-Minutes 72 hours prior to the meeting. Hearing Procedure: When: 7:30 PM, TUESDAY, OCTOBER 15, 2024 What: JOINT PUBLIC HEARING GRAPEVINE CITY COUNCIL & PLANNING AND ZONING COMMISSION Location: PUBLIC HEARING: COUNCIL CHAMBERS, 2nd FLOOR COMMISSION'S DELIBERATION SESSION, 2nd FLOOR 200 S. MAIN STREET, GRAPEVINE, TEXAS Applicant and Other Speakers' Presentation. Public Input, Neighborhood Associations, Property Owners within 200 feet, Interested Citizenry. Questions from City Council and Planning and Zoning Commission for Applicants, City Staff and Guests Present. FILE #: CU24-39 CLUB CARWASH WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN 5 PM ON MONDAY, OCTOBER 14, 2024. Procedure to Respond: As (a Property Owner within 200 feet of the subject tract) or (an interested citizen), I (approve) (protest) and/or (have the following comments) ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ______________________________________________________________________ Printed Property Owner Name and Address, or Lot, Block and Subdivision: ________________________________________________________________________ ________________________________________________________________________ Signature :______________________________________(Phone No.)________________ Printed Name of Signee: ______________________________ Title: _________________ Direct questions, mail, and email responses to: Telephone: (817) 410-3155 Email: planning@grapevinetexas.gov Planning and Zoning Commission Department of Planning Services City of Grapevine 200 S. Main Street Grapevine, TX 76051 AFFIDAVIT OF PUBLICATION Account #Order Number Identification Order PO Amount Cols Depth 36004 597104 Print Legal Ad-IPL01965400 - IPL0196540 $126.66 2 52 L lcarey@grapevinetexas.gov Tara BrooksAttention: Lindsay Carey 200 S. Main St. Grapevine, Texas 76051 THE STATE OF TEXAS COUNTY OF TARRANT Before me, a Notary Public in and for said County and State, this day personally appeared Mary Castro, Bid and Legal Coordinator for the Star- Telegram, published by the Star-Telegram, Inc. at Fort Worth, in Tarrant County, Texas; and who, after being duly sworn, did depose and say that the attached clipping of an advertisement was published in the above named paper on the listed dates: 1 insertion(s) published on: 09/29/24 Sworn to and subscribed before me this 30th day of September in the year of 2024 Notary Public in and for the state of Texas, residing in Dallas County Extra charge for lost or duplicate affidavits. Legal document please do not destroy! CU24-39 First Review Memo Email a PDF of the revised plans by September 23, 2024 at 12:00 p.m. to atriplett@grapveinetexas.gov/nlgale@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to Planning Staff approval. PROJECT DESCRIPTION: CU24-39 – submitted by Claymoore Engineering for property located at 901 Ira E Woods Avenue, platted as Block 1, Lot 14R, Towne Center Addition #2. The applicant is requesting a conditional use permit to amend the previously approved site plan CU07-35 (Ord. 2007-66) for a planned commercial center to revise the building elevations and building footprint to allow a medical office and professional office. This request is specifically to construct a 5,030 square foot drive-thru car wash with full-service and self-service options with dual lanes. The property is zoned “CC”, Community Commercial District and is owned by Grapevine/ Tate Joint Venture. PLANNING SERVICES All Sheets in Plan Set •Add the follow for the conditional use request. o Conditional use permit CU24-39, is specifically to amend the planning commercial center of Town Center Addition #2, specifically to construct a 5,035 square foot drive-thru car wash with full-service and self-service options with dual lanes. •Seal all sheets. •Add a signature block and title block (shown below) to all sheets. •Place the sheets in the following order: Master Site Plan, SP-2, (dimensional control site plan), landscape plan (LP-1 and LP-2), building elevations (plans and elevations) preliminary engineering sheets, and MEP3 (site lighting). Combine the traffic circulation plan with the dimensional control site plan. Remove the preliminary cover sheet from the final submittal. •Confirm the legal description of the proposed plat and include it on in the title block and in the master site plan. •All open space and impervious calculations must match and all equal 100%. •Review and revise the vicinity map . •Review the accessible route. Master Site Plan – Sheet # •Revise building coverage percent. Dimensional Control Site Plan – Sheet SP-2 •Show the sidewalk location driveway adjacent to the William D. Tate Avenue and review the proposed accessible route. •Add the following note: o All light fixtures shall be recessed to prevent glare CU24-39 SEPTEMBER 17, 2024 CLUB CARWASH 901 IRA E WOODS AVENUE PROPOSED TO BE PLATTED AS BLOCK 1, LOT 14R-1R2, TOWNE CENTER ADDITION #2 CU24-39 First Review Memo •In the site data summary table: o Building footprint/building area does not match master site plan. o Impervious and open space must equal 100%. o Change parking required to 24. •Dimension the car wash building to all property lines. •Dimension existing and proposed signs to the nearest property line. •Are changeable copy signs being proposed with this request? •Dimension the footprint of the refuse container enclosure. •Add more directional arrows to site plan showing traffic flow, specifically exiting the site getting on to William D Tate Ave. •Is there a drying mechanism in the carwash tunnel upon exit or will the cars be exiting on to the shared drive aisle wet? •Add Title Block and Signature Block per site plan checklist. CU24-39 First Review Memo Landscape Plan – Sheet # NOTE: Light fixtures excluding accent lighting of architectural building features and lighting of public art or public monuments shall be mounted no higher than the highest point of the primary structure on the property. In no case shall light poles be greater than 30 feet in height. •Bold the property lines and label dimensions. •Review the gross parking area which includes all vehicle use areas. •Reformat the landscape calculations table so it’s easier to discern the interior data, perimeter data, and non-vehicular open space data. •Show the location of the on-premise sign. •Label the refuse container enclosure. •Remove contractor notes: root barrier, mulches, general grading and planting, and irrigation concept. •Review and revise the landscape calculations based on site area from the master site plan. •Add a planter island to the row of 11 parking spaces. Tree Preservation and Replacement Plan – Sheet # •N/A Building Elevations – Sheet Plans and Elevation •Depict how the rooftop equipment is screened from public view. •Provide two-dimension black line elevations. The colored renderings are not compatible with archiving software. •Label/describe the vacuum device, label height and material and. •Add the following note. Floor Plan (for restaurants) – Sheet # • Photometric Plan – Sheet MEP3 NOTE: See Section 55. Performance Standards Reduce light levels at ground level of all property lines of the subject property to the following levels based on the zoning of the adjacent properties: •Single-family – 0.2 footcandles •Multi-family – 0.5 footcandles •Non-residential districts, streets – 3.0 footcandles •Industrial districts – 5.0 footcandles •Add the following note: CU24-39 First Review Memo o All light fixtures shall be recessed to prevent glare. •Add a dimensioned light pole elevation, including base not to exceed 28’ 10 ½”. • Speaker Plan – Sheet # NOTE: See Section 55. Performance Standards •Show and label all proposed outdoor speakers. Dimension distance from speakers to closest property line. If adjacent to residential, show direction of speaker face and add table depicting maximum sound level (dBA) and hours speakers will be operating. See above table for maximum permissible sound levels. PUBLIC WORKS Contact Paul Lee - Civil Engineer, Elizabeth Reynold EIT or Cristin Turner (Platting) – Civil Engineer at 817.410.3000 for the following comments: •Provide separate sheets for grading/drainage, utility plans, etc. •Commercial Sanitary sewer services must be a minimum of 6” and in a manhole. •Provide detail of RPZ. demonstrate that there is adequate space for the fixture. •Provide easements on the plat for the water line extension. •Is sanitary sewer being removed public or private. If public, it needs to be extended to serve the lot to the west. •What turning radius is shown for the vehicle entering the wash? It looks tight for larger Texas vehicles. •The stack of vehicles does not allow any space between the vehicles. 16 vehicles will stack into the driveway. •Indicate radius on drive from QT. Is this a fire lane? •Indicate the easement for the electric transmission line. •Drainage are OS-1 appears to be redirected to the bank. Were the bank drainage plans designed to accept this flow? •Existing traffic counts for the driveway are needed on weekend and weekday peaks •Need a new TIA memo (see checklist). •Show easements on the replat. BUILDING SERVICES Contact Larry Gray – Building Official at 817.410.3165 or lgray@grapevinetexas.gov to discuss the following: •RPZ? •Need more information on the Water reclamation tanks. FIRE MARSHAL CU24-39 First Review Memo Contact Fire Department at 817.410.4421 or sdaniel@grapevinetexas.gov for the following comments: •All exterior portions of the building must be accessible from a fire lane within 150 ft PARKS Contact Kathy Nelson – Capital Improvements Program Manager at 817.410.3394 or knelson@grapevinetexas.gov to discuss the following: • ____________________________________________________________________ Email a PDF of the revised final plans by September 23, 2024, at 12:00 p.m. to atriplett@grapveinetexas.gov/nlgale@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to Planning Staff approval. Please direct all questions to Albert Triplett at (817) 410-3155. TO:HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM:BRUNO RUMBELOW, CITY MANAGER ERICA MAROHNIC, PLANNING SERVICES DIRECTOR MEETING DATE:OCTOBER 15, 2024 SUBJECT:PLANNING SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU24-39; CLUB CARWASH APPLICANT: Clay Cristy – Clay Moore Engineering PROPERTY LOCATION AND SIZE: The subject property is located at 901 Ira E. Woods Avenue and is proposed to be platted as Block 1, Lot 14R-1R2 Towne Center Addition No. 2. The lot contains approximately 1.50 acres and has 232 feet of frontage along William D. Tate Avenue. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved site plan CU07-35 (Ord. 2007-66) for a planned commercial center, to revise the building elevations and building footprint to allow a medical office and professional office. This request is specifically to construct a 5,030 square foot drive-thru car wash with full-service and self-service options with dual lanes. The applicant intends to develop a 136-foot long, 5,030-square-foot, tunnel style, dual lane, drive-thru car wash (Club Carwash) with full-service and self-service options that includes a wash bay, equipment room, restrooms, a patron lobby, employee office, cashier and storage. Shade structures for customer convenience vacuuming are proposed atop 22-parking spaces. There will be four points of access; two access points off of William D. Tate Avenue at the northeast and southeast corner of the site, and the other two through existing access easements at the northwest and northeast corners of the subject site. The total number of parking spaces required is 24. The provided number of parking spaces is 29. CU24-39.4 2 Traffic Circulation Plan: Public Works has identified concern about vehicle stacking blocking customers from accessing and leaving Quick Trip (QT) to the north and Chase Bank to the south. Stacking on-site during peak weekday and weekends hours may cause entry and exit problems at the driveway on southbound William D. Tate Avenue. While the applicant's engineer stated there may be staff on site to direct traffic, if queuing occurs in the common access easement (they are showing cars stacked bumper to bumper to fit on their site), the location of the existing entry drive and the location of the proposed car wash entry point may create stacking that could potentially lead to blocking access to the QT and the Chase Bank from the William D. Tate Avenue. Additionally, customers from the QT are likely to use the carwash, creating a stacking line towards the QT and an additional line out towards WDWilliam D. Tate Avenue for customers turning in from the street. PRESENT ZONING AND USE: The property is currently zoned “CC”, Community Commercial District and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject property was rezoned in the 1984 City-wide Rezoning from “C-C”, S-P”, Site Plan”, Community Business District to “PCD”, Planned Commerce Development District. •On December 15, 1992, City Council approved Z92-09 (Ord. 1992-85) to rezone the subject site from “PCD”, Planned Commerce Development District to “CC”, Community Commercial District, and CU92-23 (Ord. 1992-85) to allow a Planned Commercial Center on 57.9165 acres. •On February 20, 2007November 18, 2008, City Council approved CU06-55CU08- 29 (Ord. 2007-06) to allow a 25-foot landscape setback for all parcel adjacent to Ira E. Woods and William D. Tate Avenue, Block 1, Lots 1, 2R, 3R, 4R1,5, 6R, 7-10, 11R, 12R1, 13R, 14R, 15R, 16, 17, Towne Center Addition No.2, and Block 1, Lots 1R2, and 3R1 Towne Center Addition. SURROUNDING ZONING AND EXISTING LAND USE: NORTH:“CC”, Community Commercial District – Quick Trip convenience store SOUTH:“CC”, Community Commercial District – Chase Bank EAST:“CC”, Community Commercial District – Frost Bank and a Multi-tenant office buildingAltitudes State Highway 121 WEST:“CC”, Community Commercial District – CHilton DFW Lakes HotelCity of Grapevine Public CU24-39.4 3 Safety Building AIRPORT IMPACT: The subject site is not located within any of the noise zone as defined on the “Aircraft Sound Exposure: Dallas/ Fort Worth Regional Airport Environs” Map. MASTER PLAN APPLICATION: Map 2: Land Use Plan of the Comprehensive Master Plan designates the subject property as a (CO) Commercial land use. This request is compliant with the Master Plan. THOROUGHFARE PLAN APPLICATION: The City of Grapevine’s Thoroughfare Plan designates this portion of William D. Tate Avenue as a Type C, Minor Arterial thoroughfare with a minimum 80-foot right-of-way developed as four with a turn lane. /at 15 • • DOC. NO. D207049295 LOT 11R, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D200099741 P.R.T.C.T. 6 5 5 65 6 6 5 7 6 5 9 6 6 0 660 661 658 659 65 7 657 6 5 6 657 6 5 6 656 655 65 3 65 4 65 3 6 5 4 655 65 6 65 7 656 657 65 8 657 FI R E L A N E FI R E L A N E FIRE LANE F.F.E.= 658.9' WI L L I A M D . T A T E A V E N U E VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y 25 ' B U I L D I N G L I N E DO C . N O . D 2 0 7 0 4 9 2 9 5 - P . R . T . C . T . 1.50 ACRES 65,340 SQ. FT. EX. DRIVE EX. DRIVE EX. DRIVE EX. DRIVE EX. DRIVE EX. BANK EX. DRIVE 1.50 ACRES 65,340 SF LOT 14R-1 BLOCK 1 TOWNE CENTER ADDITION NO. 2 PROPOSED CAR WASH 5,030 SF 1 STORY 28' - 10 1/2" ∆ ∆ ∆ LA LA LA LA LA LA LA LALA LA LA EX.MEDIAN OPENING EX. DRIVEWAY ENTRANCE LOT 11R, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D200099741 P.R.T.C.T. LOT 16, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D207049295 P.R.T.C.T. LOT 18, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D209156019 P.R.T.C.T. LOT 14R-2, BLOCK 1 TOWNE CENTER ADDITION NO. 2 EX. ZONING CC UNDEVELOPED EX. ZONING: CC LAND USE: FUEL STATION EX. ZONING: CC LAND USE: BANK WITH DRIVE THRU EX. ZONING: CC LAND USE: MEDICAL OFFICE 30 ' 20 ' 20 ' R44' R25' R20' R20 ' R5 ' 9' 18 ' 15' 24' ACCESS EASEMENT 5' R10' 24 ' 24 ' 136' 8. 5 6 ' 47 . 3 3 ' 4.75' 12' EX. 24' DRIVE FIRE LANE R 2 0 ' ± R15'± EX . 2 9 . 5 ' AC C E S S D R I V E R9.5 ' R 5 . 6 ' R5' R8' R 3 ' R6.5 ' R5 . 5 ' R1 4 . 5 ' R1 ' PROPOSED ENTRY GATE AND CANOPY PROPOSED BOLLARDS 15' 16 CAR STACKING 5' R2 0 ' R1' R 3 ' R2' R 1 5 . 8 ' ± PROPOSED VACUUM EQUIPMENT PROPOSED VACUUM EQUIPMENT PROPOSED 7' MASONRY TRASH ENCLOSURE TEXAS POW E R & L I G H T EASEMENT & R O W VOL. 5191,PG. 948VOL. 519,PG 951 SANITARY SEWER EAS E M E N T VOL. 6935, PD784 25 ' A C C E S S E S M T . DO C N O D 2 0 0 0 9 9 7 4 1 25' BLDG. SETBA C K DOC NO. D20704 9 2 9 5 25' REAR YARD 20 ' S I D E Y A R D 20 ' S I D E Y A R D CARWASH SIGNAGE (TYP.) EX. TRANSMISSION LINES 14 ' 11.33' 29 . 4 ' ± 55'± 66'± ADA RAMP EX. ADA RAMP EX. ADA RAMP PROP. MONUMENT SIGN 12 4 ' 128.66' 121.77' 46 . 6 6 ' 36 . 6 4 ' 85.89' 42.18' 40 . 2 4 ' 39 . 1 8 ' 17 ' 7' 17 ' 7' R20' FL R20' FL R2 0 ' R20' R1 2 . 5 ' R1. 5 ' R 2 0 ' 24 . 4 3 ' R 1 0 ' R 3 0 ' R1 . 5 ' R 1 . 5 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18' 8' 160.05' ADA ROUTE EX. SIDEWALK FULL ACCESS DRIVEWAY RIGHT IN/OUT ONLY ACCESS DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 DI M E N S I O N A L C O N T R O L SI T E P L A N SP-2 LEGEND CONCRETE PAVEMENT SIDEWALK PAVING PROPOSED CONCRETE CURB AND GUTTER PROPERTY LINE FIRE LANE EASEMENT LINE PARKING COUNT LA LANDSCAPE AREA CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 2 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT SITE PLAN DATA SUMMARY TABLE ITEM Required/Existing Proposed Zoning CC Land Use CARWASH Total Lot Area (SF and AC)1.50 AC (65,340 SF) First Floor-Bldg Footprint area (SF)5,030 SF Total Building Area (SF)5,030 SF Building Height 28' - 10 1/2" Floor Area Ratio 60% MAX 7.7% Open Storage (SF)N/A N/A Pervious Coverage (SF)52,272 (80% max)46,883.2 (71.7%) Open space (SF)13,068 (20% min)18,457 (28.3%) PARKING Parking Ratio 1 SP PER 2,000 SF OF PERVIOUS AREA Parking 24 Required 29 (INCLUDES VACUUM BAY) Accessible Parking (Total # of spaces)1 1 NOTES: 1. REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 2. MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR CONDITIONING UNITS, SHALL BE DESIGNED, INSTALLED, AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 3. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 4. THE MASONRY REQUIREMENTS OF SECTION 54 OF THE ZONING ORDINANCE SHALL BE MET. 5. ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE SITE ILLUMINATION LEVELS. 6. OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS WITHIN SECTION 55 OF THE ZONING ORDINANCE UNLESS SPECIFICALLY EXCEPTED. 7. PROPOSED GROUND SIGNAGE SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 60 OF THE ZONING ORDINANCE AND IS CONTINGENT UPON APPROVAL OF A SEPARATE BUILDING PERMIT WITH BUILDING SERVICES. 8. ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 9. USES SHALL CONFORM IN OPERATION, LOCATION, AND CONSTRUCTION TO THE FOLLOWING PERFORMANCE STANDARDS IN SECTION 55 OF THE ZONING ORDINANCE: NOISE, SMOKE AND PARTICULATE MATTER, ODOROUS MATTER, FIRE OR EXPLOSIVE HAZARD MATERIAL, TOXIC AND NOXIOUS MATTER, VIBRATION, AND/OR OTHER PERFORMANCE STANDARDS. 10. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 11. LIGHT FIXTURES INCLUDING THE BASE MAY NOT EXCEED 30-FEET OR THE HEIGHT, OR THE BUILDING, HEIGHT WHICHEVER IS LESS. 12. ALL LIGHT FIXTURES SHALL BE RECESSED TO PREVENT GLARE. 13. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 14. ALL RADII ARE 3' UNLESS OTHERWISE BOTED. 15. ALL LIGHT FIXTURES SHALL BE RECESSED TO PREVENT GLARE. VICNITY MAP NTS SITE PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: 214.954.0060 CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:JENNIFER CHANDLER SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER DIMENSIONAL CONTROL SITE PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 65 6 6 5 7 6 5 9 6 6 0 661 658 659 65 7 657 6 5 6 655 65 3 65 4 65 3 6 5 4 655 65 6 65 7 656 657 65 8 1.50 ACRES 65,340 SQ. FT. 657 WI L L I A M D . T A T E A V E N U E VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y 124.6' TOWNE CENTER ADDITION NO. 2 DOC. NO. D209156019 P.R.T.C.T. LOT 14R-1 BLOCK 1 TRACT 1 25 ' B U I L D I N G L I N E DO C . N O . D 2 0 7 0 4 9 2 9 5 - P . R . T . C . T . 1.50 ACRES 65,340 SQ. FT. EX. DRIVE EX. DRIVE EX. DRIVE EX. DRIVE EX. DRIVE EX. BANK EX. DRIVE 1.50 ACRES 65,340 SF LOT 14R-1 BLOCK 1 TOWNE CENTER ADDITION NO. 2 PROPOSED CAR WASH 5,030 SF 1 STORY 28' - 10 1/2" LOT 11R, BLOCK 1 TOWNE CENTER LOT 16, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D207049295 P.R.T.C.T. LOT 14R-2, BLOCK 1 TOWNE CENTER ADDITION NO. 2 EX. ZONING CC UNDEVELOPED EX. ZONING: CC LAND USE: BANK WITH DRIVE THRU EX. ZONING: CC LAND USE: MEDICAL OFFICE 24' ACCESS EASEMENT EX. 24' DRIVE FIRE LANE PROPOSED 7' MASONRY TRASH ENCLOSURE TEXAS POW E R & L I G H T EASEMENT & R O W VOL. 5191, P G . 9 4 8 VOL. 519, P G 9 5 1 SANITARY SEWER EA S E M E N T VOL. 6935, PD784 25 ' A C C E S S E S M T . DO C N O D 2 0 0 0 9 9 7 4 1 25' BLDG. SETBA C K DOC NO. D20704 9 2 9 5 25' REAR YARD 20 ' S I D E Y A R D 20 ' S I D E Y A R D EX. TRANSMISSION LINES PROP. MONUMENT SIGN 128.66' 39 DWX 5 LO 13 DWX7 LO 36 GA 6 CE 1 CE2 2 CE 34 GA 1 CE2 1 CE2 1 CE2 1 CE2 1 CE2 1 CE 20.97' 292.9 7 ' 17 6 . 1 ' 323.81' 16 . 7 ' 21 4 . 9 5 ' 1 CE2 63 DWX 9-23-24 L H INIR STE A C C T T E SA D ET S T A I REG 61 O F 9 8 ET X E R LDRE CAANDS E EP A E C E LA N D S C A P E P L A N T I N G LP-1 (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P DA T E No . RE V I S I O N BY DATE: SHEET File No. 2/14/2024 CHECKED:CLC DRAWN:BJK DESIGN:BJK 19 0 3 C E N T R A L D R . S T E . 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 2024-027 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: XX CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:XX SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X CITY OF GRAPEVINE NOTES 1. SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT WHEN MEASURED IMMEDIATELY AFTER PLANTING. HEDGES, WHERE INSTALLED, SHALL BE PLANTED AND MAINTAINED TO FORM A CONTINUOUS, UNBROKEN, SOLID, VISUAL SCREEN WHICH WILL BE THREE (3) FEET HIGH WITHIN ONE (1) YEAR AFTER TIME OF PLANTING. 2. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. LANDSCAPE CALCULATIONS TOTAL SITE AREA:65,340 SF (1.5 AC) ZONING:CC (COMMUNITY COMMERCIAL DISTRICT OVERALL LANDSCAPE AREA REQUIRED:13,068 SF (20% OF SITE AREA) TOTAL LANDSCAPE AREA PROVIDED:18,457 SF (28% OF SITE AREA) NON-VEHICULAR OPEN SPACE PROVIDED:13,999 SF (21% OF SITE AREA) LANDSCAPE AREA REQUIRED IN FRONT YARD:6,524 SF (50% OF REQUIRED LANDSCAPE) LANDSCAPE AREA PROVIDED IN FRONT YARD:7,048 SF (51% OF REQUIRED LANDSCAPE) TOTAL TREES REQUIRED:28 TREES TOTAL TREES PROVIDED:28 TREES PROPOSED TOTAL PERIMETER:1,045 LINEAR FEET TOTAL TREES REQUIRED:21 (1 TREE PER 50 LINEAR FEET) NORTH - 323 LF TREES REQUIRED:7 TREES PROVIDED:7 EAST - 232 LF TREES REQUIRED:5 TREES PROVIDED:5 SOUTH - 315 LF TREES REQUIRED:5 TREES PROVIDED:5 WEST - 175 LF TREES REQUIRED:4 TREES PROVIDED:4 TOTAL TREES PROVIDED:21 NON-VEHICULAR OPEN SPACE TREES REQUIRED IN REQUIRED LANDSCAPE:6 TREES (1 TREE PER 2500 SF) TREES PROVIDED:6 TREES PROPOSED VEHICULAR USE AREAS PARKING SPACES:7 SPACES GROSS PARKING AREA:31,533 SF LANDSCAPE AREA REQUIRED:3,153 SF (10% OF VUA) LANDSCAPE AREA PROVIDED: 4,650 SF TREES REQUIRED IN INTERIOR PARKING AREAS: 1 TREES (1 PER 400 SF REQD. LANDSCAPE) TREES PROVIDED IN INTERIOR PARKING AREAS: 1 TREES PROPOSED PERIMETER HEDGE REQUIRED:CONTINUOUS 30" HEIGHT AT PLANTING PERIMETER HEDGE PROVIDED:AS REQUIRED TREES REQUIRED IN PERIMETER PARKING AREAS: 21 TREES (1 PER 50 LF - 1.045 LF) TREES PROVIDED IN PERIMETER PARKING AREAS: 21 TREES PROPOSED TREES CODE COMMON / BOTANICAL NAME SIZE CONTAINER QTY LO Live Oak / Quercus virginiana CONT. 3"Cal 12 min. 12' ht.; buffer tree CE Cedar Elm / Ulmus crassifolia CONT. 3"Cal 9 min. 12' ht.; buffer tree CE2 Cedar Elm / Ulmus crassifolia CONT. 3"Cal 7 min. 12' ht.; parking lot/site tree SHRUBS CODE COMMON / BOTANICAL NAME SIZE QTY GA Glossy Abelia / Abelia grandiflora 5 gal 70 36" o.c DWX Dwarf Wax Myrtle / Myrica pusilla 5 gal 115 36" o.c. GROUND COVERS CODE COMMON / BOTANICAL NAME SIZE QTY CD Bermuda Grass / Cynodon dactylon `tif 419` sod 15,200 sf PLANT_SCHEDULE CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-XX LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 3 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT SITE PLAN DATA SUMMARY TABLE ITEM Required/Existing Proposed Zoning CC Land Use CARWASH Total Lot Area (SF and AC)1.50 AC (65,340 SF) First Floor-Bldg Footprint area (SF)5,030 SF Total Building Area (SF)5,030 SF Building Height 28' - 10 1/2" Floor Area Ratio 60% MAX 7.7% Open Storage (SF)N/A N/A Impervious Coverage (SF) 52,272 (80% max)46,883.2 (71.7%) Open space (SF)13,068 (20% min)18,457 (28.3%) PARKING Parking Ratio 1 SP PER 2,000 SF OF PERVIOUS AREA Parking 24 Required 29 (INCLUDES VACUUM BAY) Accessible Parking (Total # of spaces)1 1 8 WEED FABRIC UNDER MULCH.8 B SCALE: NTS SHRUB AND PERENNIAL PLANTING 7 6 5 3" HIGH EARTHEN WATERING BASIN. UNDISTURBED NATIVE SOIL. ROOT BALL. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. FINISH GRADE. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. 3 2 1 4 7 6 5 1 2 3 2X X 4 E SCALE: NTS PLANT SPACING EQUAL EDGE OF PLANTING AREA EQ U A L E Q U A L NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. AREA DIVIDER PLANT SPACING TO DETERMINE NO. OF PLANTS 6"0.25 8"0.45 10"0.69 12"1 15"1.56 18"2.25 24"4 30"6.25 36"9 EXAMPLE: PLANTS AT 18" O.C. IN 100 SF OF PLANTING AREA = 100/2.25 = 44 PLANTS EQ U A L PLANT CENTER (TYP.) TURF (WHERE SHOWN ON PLAN).4 PLANT.3 MULCH LAYER.2 CURB.1 1 432 OF MATURE CANOPY 24" MIN. TO EDGE DISTANCE PER PLAN C SCALE: NOT TO SCALE HEDGE PLANTING AT PARKING AREA FINISH GRADE.13 13 NON-CONIFEROUS TREE A SCALE: NOT TO SCALE TREE PLANTING 12 5 3 2 5 3X ROOTBALL DIA. 4 1 11 10 9 8 7 6 4 2 STAKING EXAMPLES (PLAN VIEW) PREVAILING WINDS CONIFEROUS TREE TRUNK FLARE. 4" HIGH EARTHEN WATERING BASIN. UNDISTURBED NATIVE SOIL. ROOT BALL. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. WEED FABRIC UNDER MULCH. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. CINCH-TIES (24" BOX TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. TREE CANOPY. 3 2 1 NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-3" ABOVE FINISH GRADE. 3. FOR BALLED-AND-BURLAPPED TREES, REMOVE WIRE BASKET AND BURLAP BEFORE BACKFILLING. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5. FOR TREES OVER 3" CALIPER AND TREES 36" BOX AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. PREVAILING WINDS 12 10 11 9 8 1 4 7 6 5 PLANTING SPECIFICATIONS GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. B. SCOPE OF WORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE. 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 7. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I. TREE STAKING AND GUYING 1. STAKES: 6' LONG GREEN METAL T-POSTS. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. J. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. K. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. c. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE-PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv. IRON SULPHATE - 2 LBS. PER CU. YD. 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C. GENERAL PLANTING 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3. TRENCHING NEAR EXISTING TREES: a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. C. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a. 1"-2" TREES TWO STAKES PER TREE b. 2-1/2"-4" TREES THREE STAKES PER TREE c. TREES OVER 4" CALIPER GUY AS NEEDED d. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH MULCH (TYPE AND DEPTH PER PLANS). UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PLACE MULCH WITHIN 6" OF THE TRUNK. D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING AREAS (EXCEPT FOR SODDED AND SEEDED AREAS), LEAVING NO EXPOSED GROUND. E. SODDING 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. F. HYDROMULCHING 1. TURF HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. WINTER MIX (OCTOBER 1 - MARCH 31) 50# CELLULOSE FIBER MULCH 2# UNHULLED BERMUDA SEED 2# ANNUAL RYE SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER b. SUMMER MIX (APRIL 1 - SEPTEMBER 30) 50# CELLULOSE FIBER MULCH 2# HULLED BERMUDA SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER 2. SEED HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. GENERAL 50# CELLULOSE FIBER MULCH 15# 15-15-15 WATER SOLUBLE FERTILIZER SEED RATE PER LEGEND G. MULCH 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS. 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. H. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. I. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. J. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. K. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. L. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. NOTE: An automatic irrigation system will be provided for all landscaping." and "Required landscaping must be permanently maintained in a healthy growing condition at all times. The property owner is responsible for regular weeding, mowing of grass, irrigating, fertilizing, pruning and other permanent maintenance of all plantings, as needed. STEEL EDGING SCALE: NOT TO SCALED 1 STEEL EDGING PER PLANS. 2 TAPERED STEEL STAKES. 3 MULCH, TYPE AND DEPTH PER PLANS. NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. 1 2 3 4 4 FINISH GRADE. LA N D S C A P E D E T A I L S & LP-2 SP E C I F I C A T I O N S DA T E No . RE V I S I O N BY DATE: SHEET File No. 2/14/2024 CHECKED:CLC DRAWN:BJK DESIGN:BJK 19 0 3 C E N T R A L D R . S T E . 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 2024-027 9-23-24 L H INIR STE A C C T T E SA D ET S T A I REG 61 O F 9 8 ET X E R LDRE CAANDS E EP A E C E (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 4 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: XX CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:XX SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER P.3 3 P.3 6 P.3 4 P.3 5 25'-4"68'-0"22'-0"20'-8" 136'-0" 12 ' - 0 " 25 ' - 4 " 10 ' - 0 " 47 ' - 4 " 25 ' - 4 " 12 ' - 0 " 37 ' - 4 " 8'-8"117'-4"10'-0" 136'-0" STORAGE 106 CASHIER 108 WASH BAY 101 EQUIPMENT 107 STAFF TOILET 104 CUSTOMER TOILET 105 OFFICE 103 LOBBY 102 P.2 3 P.2 4 P.2 5 P.2 6 2 P.3 1 P.3 28 ' - 4 " 31'-7"79'-0"31'-7" 142'-2" 28 ' - 4 " ROOF TOP MECH. UNITS SCREENED BY PARAPETS ROOF HATCH FINISH FLOOR 100' - 0" T.O. MASONRY (L) 118' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" 12'-0"25'-4"10'-0" 47'-4" 6' - 1 0 1 / 2 " 4' - 0 " 18 ' - 0 " 28 ' - 1 0 1 / 2 " GL-1 CMU-2 CMU-1 AWN-1 MTL-1 MTL-3 GL-1 CMU-2 MTL-1 CMU-1 CMU-2 GL-1 AWN-1 MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 691 SF.62% 353 SF.31% 72 SF.7% 1,126 SF.100% WALL MOUNTED SIGN UNDER SEPARATE SIGNAGE PACKAGE SUBJECT TO BUILDING DEPARTMENT SERVICES APPROVAL FINISH FLOOR 100' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" 25'-4"68'-0"22'-0"20'-8" 136'-0" 6' - 1 0 1 / 2 " 22 ' - 0 " 28 ' - 1 0 1 / 2 " CMU-2 MTL-1 GL-1 MTL-2 S/DS CMU-2 CMU-1GL-2 MTL-1 TYP. AWN-1 AWN-1 MTL-1 CMU-1CMU-2GL-1 CMU-2 MTL-1 GL-1 MTL-2 GL-2 MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 2,275 SF.78% 486 SF.16% 166 SF.6% 2,927 SF.100% WALL MOUNTED SIGN UNDER SEPARATE SIGNAGE PACKAGE SUBJECT TO BUILDING DEPARTMENT SERVICES APPROVAL MECHANICAL UNIT SCREENED BY PARAPET FINISH FLOOR 100' - 0" T.O. MASONRY (L) 118' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" 18 ' - 0 " 4' - 0 " 6 ' - 1 0 1 / 2 " 28 ' - 1 0 1 / 2 " 10'-0"117'-4"8'-8" 136'-0" MTL-2 GL-1 MTL-1 CMU-2 CMU-1 CMU-2GL-1GL-1 GL-1 MTL-1 AWN-1 MTL-2 GL-1 MTL-1 AWN-1 GL-1 MECHANICAL UNIT BEYOND MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 2,352 SF.80% 364 SF.13% 211 SF.7% 2,927 SF.100% S/DS S/DS GL-1 CMU-2 FINISH FLOOR 100' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" T.O. MASONRY - (L) 115' - 4" 10'-0"25'-4"12'-0" 47'-4" 6' - 1 0 1 / 2 " 6' - 8 " 15 ' - 4 " 28 ' - 1 0 1 / 2 " CMU-2 CMU-1 MTL-1 CMU-2 MTL-1 GL-1 MTL-3 CMU-1 AWN-1 CMU-2 GL-1 MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 691 SF.61% 363 SF.32% 72 SF.7% 1,126 SF.100% WALL MOUNTED SIGN UNDER SEPARATE SIGNAGE PACKAGE SUBJECT TO BUILDING DEPARTMENT SERVICES APPROVAL CMU-1 CMU-2 GL-1 GL-2 AWN-1 S/DS MTL-1 MTL-2 MTL-3 ARCHITECTURAL 8" SMOOTH STANDARD BLOCK (8" x 8" x 16") COLOR: Paint SW7009 Pearly White ARCHITECTURAL 8" SPLIT FACE STANDARD BLOCK (8" x 8" x 16") COLOR: Paint SW6990 Caviar ALUMINUM STOREFRONT GLAZING SYSTEM 2" x 4 1/2" Thermal Storefront Framing in Black Anodized Aluminum, w/ 1" Insulated LOW-E Tinted Glazing Unit ALUMINUM STOREFRONT GLAZING SYSTEM Exterior Glazed System in Black Anodized Aluminum, w/ 1/4" LOW E SPANDREL GLASS PREFABRICATED FLAT METAL AWNING COLOR: Red PREFINISHED KYNAR SHEET METAL GUTTER/ SCUPPER/ DOWNSPOUTS COLOR: Matte Black KYNAR COATED METAL COPING COLOR: Matte Black STANDING SEAM METAL ROOF COLOR: Matte Black FLUSH LOCK METAL SOFFIT PANEL COLOR: Matte Black CMU-1 CMU-2 GL MTL-2 MTL-3 AWN-1 EXTERIOR MATERIALS LEGEND & REFERENCE MATERIAL PHOTOS FINKLE + WILLIAMS © 2024 PROJECT NAME PROJECT NO. DATE PROJECT ADDRESS LOT NUMBER & SURVEY NAME SEE CIVIL DRAWINGS GROSS ACERAGE SEE CIVIL DRAWINGS 20015.127 CLUB CAR WASH -GRAPEVINE, TX 09/20/2024 901 IRA E WOODS AVE TARRANT COUNTY, GRAPEVINE, TX 76051 PLANS & ELEVATIONS 1" = 10'-0" 1 | FLOOR PLAN 1" = 10'-0" 2 | ROOF PLAN 1" = 10'-0" 3 | EAST ELEVATION 1" = 10'-0" 4 | NORTH ELEVATION 1" = 10'-0" 5 | SOUTH ELEVATION 1" = 10'-0" 6 | WEST ELEVATION PURPOSE OF REQUEST: Conditional use permit CU24-39, is specifically to amend the planning commercial center of Town Center Addition # 2, specifically to construct a 5,035 square foot drive-thru car wash with full-service and self-service options with dual lanes. ARCHITECT: DAVID ALAN WILLAIMS DATE SEALED: 09.20.2024 5 15 FINISH FLOOR 100' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" 25'-4"68'-0"22'-0"20'-8" 136'-0" 6' - 1 0 1 / 2 " 22 ' - 0 " 28 ' - 1 0 1 / 2 " CMU-2 MTL-1 GL-1 MTL-2 S/DS CMU-2 CMU-1GL-2 MTL-1 TYP. AWN-1 AWN-1 MTL-1 CMU-1CMU-2GL-1 CMU-2 MTL-1 GL-1 MTL-2 GL-2 MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 2,275 SF.78% 486 SF.16% 166 SF.6% 2,927 SF.100% WALL MOUNTED SIGN UNDER SEPARATE SIGNAGE PACKAGE SUBJECT TO BUILDING DEPARTMENT SERVICES APPROVAL MECHANICAL UNIT BEYOND FINISH FLOOR 100' - 0" T.O. MASONRY (L) 118' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" 18 ' - 0 " 4' - 0 " 6 ' - 1 0 1 / 2 " 28 ' - 1 0 1 / 2 " 10'-0"117'-4"8'-8" 136'-0" MTL-2 GL-1 MTL-1 CMU-2 CMU-1 CMU-2GL-1GL-1 GL-1 MTL-1 AWN-1 MTL-2 GL-1 MTL-1 AWN-1 GL-1 MECHANICAL UNIT BEYOND MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 2,352 SF.80% 364 SF.13% 211 SF.7% 2,927 SF.100% S/DS S/DS GL-1 CMU-2 FINISH FLOOR 100' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" T.O. MASONRY - (L) 115' - 4" 10'-0"25'-4"12'-0" 47'-4" 6' - 1 0 1 / 2 " 6' - 8 " 15 ' - 4 " 28 ' - 1 0 1 / 2 " CMU-2 CMU-1 MTL-1 CMU-2 MTL-1 GL-1 MTL-3 CMU-1 AWN-1 CMU-2 GL-1 MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 691 SF.61% 363 SF.32% 72 SF.7% 1,126 SF.100% WALL MOUNTED SIGN UNDER SEPARATE SIGNAGE PACKAGE SUBJECT TO BUILDING DEPARTMENT SERVICES APPROVAL FINISH FLOOR 100' - 0" T.O. MASONRY (L) 118' - 0" T.O. MASONRY - (H) 122' - 0" ROOF BEARING(H) 128' - 10 1/2" 12'-0"25'-4"10'-0" 47'-4" 6' - 1 0 1 / 2 " 4' - 0 " 18 ' - 0 " 28 ' - 1 0 1 / 2 " GL-1 CMU-2 CMU-1 AWN-1 MTL-1 MTL-3 GL-1 CMU-2 MTL-1 CMU-1 CMU-2 GL-1 AWN-1 MATERIAL CALCULATIONS MASONRY GLASS METAL TOTAL MATERIAL SF.% 691 SF.62% 353 SF.31% 72 SF.7% 1,126 SF.100% WALL MOUNTED SIGN UNDER SEPARATE SIGNAGE PACKAGE SUBJECT TO BUILDING DEPARTMENT SERVICES APPROVAL CMU-1 CMU-2 GL-1 GL-2 AWN-1 S/DS MTL-1 MTL-2 MTL-3 ARCHITECTURAL 8" SMOOTH STANDARD BLOCK (8" x 8" x 16") COLOR: Paint SW7009 Pearly White ARCHITECTURAL 8" SPLIT FACE STANDARD BLOCK (8" x 8" x 16") COLOR: Paint SW6990 Caviar ALUMINUM STOREFRONT GLAZING SYSTEM 2" x 4 1/2" Thermal Storefront Framing in Black Anodized Aluminum, w/ 1" Insulated LOW-E Tinted Glazing Unit ALUMINUM STOREFRONT GLAZING SYSTEM Exterior Glazed System in Black Anodized Aluminum, w/ 1/4" LOW E SPANDREL GLASS PREFABRICATED FLAT METAL AWNING COLOR: Red PREFINISHED KYNAR SHEET METAL GUTTER/ SCUPPER/ DOWNSPOUTS COLOR: Matte Black KYNAR COATED METAL COPING COLOR: Matte Black STANDING SEAM METAL ROOF COLOR: Matte Black FLUSH LOCK METAL SOFFIT PANEL COLOR: Matte Black CMU-1 CMU-2 GL MTL-2 MTL-3 AWN-1 EXTERIOR MATERIALS LEGEND & REFERENCE MATERIAL PHOTOS PAINTED BOLLARD 7' - 4 " T. O . M A S O N R Y 7' - 4 " GRADE PER CIVIL CMU-2 CAST STONE TO MATCH CMU-1 COLOR 7' - 6 " 15'-4" STEEL GATE TO MATCH MTL-1 CAST STONE TO MATCH CMU-1 15'-4" 5" 12 ' - 0 " CMU-2 STEEL GATE TO MATCH MTL-1 FINISH FLOOR 100' - 0" T.O. MASONRY (L) 118' - 0" PARAPET HEIGHTS BLOCK VIEWS OF ROOF MECH EQUIPMENT FROM PROPERTY LINES* *NOTE: MECH ON UPPER ROOF IS SCREENED BY TOWERS FROM EAST/WEST DIRECTION 1 P.3 FINISH FLOOR 100' - 0" ROOF BEARING(H) 128' - 10 1/2" 2 P.3 PARAPET HEIGHTS BLOCK VIEWS OF ROOF MECH EQUIPMENT FROM PROPERTY LINES* *NOTE: MECH ON UPPER ROOF IS SCREENED BY TOWERS FROM EAST/WEST DIRECTION FINKLE + WILLIAMS © 2024 PROJECT NAME PROJECT NO. DATE PROJECT ADDRESS LOT NUMBER & SURVEY NAME SEE CIVIL DRAWINGS GROSS ACERAGE SEE CIVIL DRAWINGS 20015.127 CLUB CAR WASH -GRAPEVINE, TX 09/20/2024 901 IRA E WOODS AVE TARRANT COUNTY, GRAPEVINE, TX 76051 COLORED ELEVATIONS & MATERIAL GUIDE 1" = 10'-0" 3 | NORTH ELEVATION 1" = 10'-0" 4 | SOUTH ELEVATION 1" = 10'-0" 5 | WEST ELEVATION 1" = 10'-0" 6 | EAST ELEVATION TRASH ENCLOSURE SIDE ELEVATION TRASH ENCLOSURE FRONT ELEVATION TRASH ENCLOSURE PLAN PURPOSE OF REQUEST: Conditional use permit CU24-39, is specifically to amend the planning commercial center of Town Center Addition # 2, specifically to construct a 5,035 square foot drive-thru car wash with full-service and self-service options with dual lanes. ARCHITECT: DAVID ALAN WILLAIMS DATE SEALED: 09.20.2024 1" = 10'-0" 2 | BUILDING SECTION 1" = 10'-0" 1 | BUILDING SECTION 6 15 FINKLE + WILLIAMS © 2024 PROJECT NAME PROJECT NO. DATE PROJECT ADDRESS LOT NUMBER & SURVEY NAME SEE CIVIL DRAWINGS GROSS ACERAGE SEE CIVIL DRAWINGS 20015.127 CLUB CAR WASH -GRAPEVINE, TX 09/20/2024 901 IRA E WOODS AVE TARRANT COUNTY, GRAPEVINE, TX 76051 VACUUM DRAWINGSPURPOSE OF REQUEST: Conditional use permit CU24-39, is specifically to amend the planning commercial center of Town Center Addition # 2, specifically to construct a 5,035 square foot drive-thru car wash with full-service and self-service options with dual lanes. ARCHITECT: DAVID ALAN WILLAIMS DATE SEALED: 09.20.2024 0.00.10.10.30.30.20.60.90.30.10.20.20.20.20.30.10.30.70.60.20.10.20.20.40.40.20.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.2 0.2 0.20.3 1.1 1.5 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.3 0.4 0.7 0.5 1.0 1.5 1.9 2.6 2.9 2.4 0.2 0.3 0.5 1.1 1.9 3.1 4.7 5.0 0.1 0.1 0.2 0.3 0.4 0.4 0.6 1.3 2.7 4.0 4.9 6.8 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.4 0.9 0.9 0.7 1.0 1.8 3.2 4.6 5.3 5.9 8.2 0.2 0.4 0.3 0.1 0.2 0.6 1.7 4.2 6.8 8.4 7.9 6.6 4.1 2.9 3.0 3.7 4.7 6.0 6.3 5.3 3.9 2.5 3.5 5.5 6.0 4.6 4.8 6.6 5.2 3.4 2.8 3.5 4.3 5.6 4.6 8.5 6.7 4.1 2.8 3.2 4.9 5.4 5.5 5.3 5.7 4.4 3.0 2.8 3.6 4.5 5.5 4.9 4.8 11.5 7.7 6.2 3.8 2.6 3.0 4.0 4.0 4.2 4.1 4.1 3.8 2.8 2.8 3.8 4.9 6.0 7.5 8.9 2.3 7.0 10.1 5.0 4.2 2.7 2.1 2.5 3.1 3.2 3.3 3.3 3.2 3.2 2.7 2.7 3.8 5.6 6.8 7.2 7.6 2.7 7.5 8.6 3.7 2.5 2.1 2.1 2.1 2.3 2.7 3.0 2.5 2.4 2.9 3.0 2.7 3.6 5.0 5.9 6.8 7.6 3.2 8.8 8.2 2.9 1.8 3.3 5.0 2.2 1.6 4.0 5.4 2.2 1.8 4.7 6.1 3.0 3.2 4.2 4.7 5.4 4.8 3.5 9.7 7.5 3.1 2.1 1.6 4.2 3.9 4.3 5.4 4.6 3.4 9.5 7.9 6.6 0.6 10.5 4.2 4.0 5.0 5.6 2.7 7.5 7.4 4.8 7.7 4.2 4.2 5.1 5.5 2.3 7.0 6.6 6.5 16.9 2.1 1.8 1.5 1.4 1.4 1.4 1.6 1.7 10.5 5.0 4.8 4.8 4.7 4.3 5.2 4.7 3.0 4.2 3.7 4.1 4.2 4.2 4.1 4.0 3.4 2.1 1.7 2.5 4.0 5.8 5.5 5.3 5.2 5.1 4.5 2.8 2.9 2.6 2.0 2.8 4.2 4.9 5.7 6.0 5.1 4.6 3.3 2.1 1.6 2.2 3.6 5.0 5.5 6.4 6.0 5.1 4.3 2.7 1.3 0.5 0.2 1.2 1.2 2.2 3.8 4.8 9.4 11.7 5.5 4.3 2.8 1.4 1.0 1.3 2.6 7.8 3.8 3.2 1.9 0.8 0.3 0.1 E NGINEERING Timberlake A Custom Engineering Company 912 Old 63 South Columbia, MO 65201 ph: 573.875.4365 DESIGNED BY DRAWN BY PROJECT No. CHECKED BY SHEET NUMBER SHEET TITLE PROJECT CLUB CARWASH 901 IRA E WOODS GRAPEVINE, TX NCC NCC COL24051 RV DRAWINGS ARE THE PROPERTY OF CUSTOM ENGINEERING AND MAY NOT BE COPIED OR USED IN WHOLE OR PART WITHOUT THE WRITTEN PERMISSION OF CUSTOM ENGINEERING. DO NOT SCALE THIS DRAWING. SOME DEVIATION FROM SCALE MAY OCCUR. THE PROFESSIONAL ENGINEER'S SEAL ON THIS DRAWING HAS BEEN AFFIXED. IN AFFIXING THIS SEAL, THE ENGINEER TAKES RESPONSIBILITY FOR THE WORK SHOWN ON THIS DRAWING ONLY, AND HEREBY DISCLAIMS ANY AND ALL RESPONSIBILITY FOR OTHER PROJECT DRAWINGS NOT DIRECTLY BEARING THIS SEAL. ISSUE TITLE DATE PERMIT SET SEPTEMBER 23, 2024Russell Vinson, P.E. 113793 TX Certificate of Authority #1080 SITE LIGHTING PLAN SITE LIGHTING PLAN SCALE : 1" = 20'MEP3 24" Ø 5'- 0 " 2'- 6 " 20 ' - 0 " STEEL LIGHT POLE TO MATCH FIXTURE GROUNDING TERMINAL INSIDE ACCESSIBLE FROM HANDHOLE. BOND EQ. GROUND TO TERMINAL. EQUIPMENT GROUNDING PER NEC 250.118 AND SIZED PER 250.122. ANCHOR BOLTS PROVIDED BY POLE MANUFACTURER, INSTALLED PER MANUFACTURER TEMPLATE & INSTRUCTIONS FLUSH HANDHOLE AND COVER EXPOSED CONCRETE TO HAVE RUBBED FINISH 2'-0" TO PARK CURB FINISH GRADE / PAVING (4) #5 VERT. BARS (TIED TO ANCHOR BOLTS w/ WIRE TIES) WITH #3 TIES @ 12" O.C. (TIE TOGETHER w/ WIRE TIES) 1" CONDUIT, BURY 24" MIN. BELOW FINISH GRADE 1" CONDUIT IN CONCRETE UNDISTURBED EARTH BASE TO BE CONSTRUCTED OF A SIX (6) BAG MIX. (MINIMUM OF 3,000 psi) TYP. LIGHT POLE DETAIL "LCP1" POLE LIGHTS EXTERIOR BUILDING LIGHTS EXHAUST FAN RELAY ( TYP. ) WATTSTOPPER LIGHTING CONTROL PANEL "LC8" SET TO ON DURING NIGHT HOURS w/ ASTRONOMICAL CLOCK 1 NO RELAY #OVERRIDE SWITCH OPERATIONAL SCHEUDLE 2 3 4 5 6 7 8 LIGHTING CONTROL PANEL SCHEDULE PANEL NO. - LCP1 LIGHTING CONTROL PANEL DETAIL 1 2 3 4 5 6 7 8MONUMENT SIGN SET TO RUN DURING OCCUPIED HOURS NO NO MENU SIGN & CANOPY LED'S SET TO RUN DURING OCCUPIED HOURS4 5 NO NO VACUUM ARM LIGHTS NO BUILDING SIGNAGE NO TOWER LIGHTS NO SET TO ON DURING NIGHT HOURS w/ ASTRONOMICAL CLOCK & SET TO TURN OFF 1 HR. AFTER CLOSING SET TO ON DURING NIGHT HOURS w/ ASTRONOMICAL CLOCK SET TO ON DURING NIGHT HOURS w/ ASTRONOMICAL CLOCK SET TO ON DURING NIGHT HOURS w/ ASTRONOMICAL CLOCK NO SET TO ON DURING NIGHT HOURS w/ ASTRONOMICAL CLOCK NOTE: VERIFY LIGHTING OPERATION SCHEDULE WITH OWNER. LIGHTING CONTROLS PROVIDED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. SITE LIGHTING GENERAL NOTES 1. MAX. / MIN. RATIOS CALCULATED PER LIGHTING ORDINANCES, BASED ON 95% OF POINTS, LOWER & UPPER 2.5% EXCLUDED. 2. POLE LOCATIONS, LIGHT FIXTURES AND FIXTURE MOUNTING HEIGHTS HAVE BEEN CAREFULLY SELECTED IN ORDER TO MEET REQUIRED LIGHTING LEVELS. ANY REQUESTED CHANGES MUST BE IN WRITING TO THE ENGINEER AND ACCOMPANIED BY A PHOTOMETRIC PLAN INDICATING THE COMPLIANCE WITH THE OWNERS AND THE LOCAL ORDNANCE LIGHTING REQUIREMENTS. CHANGES MUST BE APPROVED IN WRITING BY THE ENGINEER. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY RESULT IN THE CONTRACTOR REPLACING OR RELOCATING FIXTURES AND/OR POLES AT THEIR EXPENSE. 3. VERIFY LIGHTING CONTROL PANEL SCHEDULES WITH OWNER. PROPOSED CARWASH PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY WP1 MH= 14'-0" WP1 MH= 11'-0" WP1 MH= 11'-0" F1 MH = 22'-6" F4 MH = 22'-6" F1 MH = 22'-6" F3 MH = 22'-6" F3 MH = 22'-6" F2 MH = 22'-6" F1 MH = 22'-6" WP1 MH= 14'-0" WP1 MH= 14'-0" F5 MH = 22'-6" VICINITY PLAN SCALE : NOT TO SCALE PURPOSE OF REQUEST: CONDITIONAL USE PERMIT 24-39 IS A REQUEST FOR A CONDITIONAL USE PERMIT FOR A CARWASH, SPECIFICALLY TO ALLOW THE ADDITIONAL USE OF A CARWASH FACILITY SITE • • 6 5 5 65 6 6 5 7 6 5 9 6 6 0 660 661 658 659 65 7 657 6 5 6 657 6 5 6 656 655 65 3 65 4 65 3 6 5 4 655 65 6 65 7 656 657 65 8 657 FI R E L A N E FI R E L A N E FIRE LANE F.F.E.= 658.9' WI L L I A M D . T A T E A V E N U E VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y IRA E. WOODS AVENUE (STATE HIGHWAY 26) VARIABLE WIDTH PUBLIC RIGHT-OF-WAY F I R E L A N E 25' BUILDING LINE DOC. NO. D207049295 - P.R.T.C.T. 25' ACCESS & UTILITY EASEMENT DOC. NO. D207049295 P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D207049295 P.R.T.C.T. EX. BANK EX. DRIVE 1.50 ACRES 65,340 SF LOT 14R-1 BLOCK 1 TOWN CENTER ADDITION NO. 2 PROPOSED CAR WASH 5,034.6 SF EX.MEDIAN OPENINGLOT 11R, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D200099741 P.R.T.C.T. LOT 16, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D207049295 P.R.T.C.T. LOT 18, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D209156019 P.R.T.C.T. LOT 14R-2, BLOCK 1 TOWNE CENTER ADDITION NO. 2 EX. ZONING CC UNDEVELOPED EX. ZONING: CC LAND USE: FUEL STATION EX. ZONING: CC LAND USE: BANK WITH DRIVE THRU EX. ZONING: CC LAND USE: MEDICAL OFFICE EX. 8" SEWER LINE CONNECT TO EX. 24" WATER LINE ROOF DRAINS 8" TRENCH DRAIN 8" TRENCH DRAIN EX.FIRE HYDRANT OS-1 0.94 AC 8.72 CFS B-2 0.40 AC 3.71 CFS A-4 0.35 AC 3.25 CFS A-2 0.12 AC 1.11 CFS A-3 0.02 AC 0.19 CFS B-1 0.50 AC 4.64 CFS A-1 0.10 AC 0.93 CFS C-1 0.02 AC 0.19 CFS EX.CURB INLET 660 658 66 2 DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 PR E L I M I N A R Y D R A I N A G E PL A N SP-4 PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 9 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT VICNITY MAP NTS SITE ACCORDING TO MAP NO. 48439C0115K, DATED 9/25/2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN NON-SHADED ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY PROPOSED STORM DRAIN PROPOSED CURB INLET # AC CFS PRELIMINARY DRAINAGE PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: 214.954.0060 CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:JENNIFER CHANDLER SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER • • 6 5 5 65 6 6 5 7 6 5 9 6 6 0 660 661 658 659 65 7 657 6 5 6 657 6 5 6 656 655 65 3 65 4 65 3 6 5 4 655 65 6 65 7 656 657 65 8 657 FI R E L A N E FI R E L A N E FIRE LANE F.F.E.= 658.9' WI L L I A M D . T A T E A V E N U E VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y F I R E L A N E 25 ' B U I L D I N G L I N E DO C . N O . D 2 0 7 0 4 9 2 9 5 - P . R . T . C . T . SANITARY SEWER EASEMENT VOL. 6935, PG. 784 D.R.T.C.T. EX. BANK EX. DRIVE 1.50 ACRES 65,340 SF LOT 14R-1 BLOCK 1 TOWN CENTER ADDITION NO. 2 PROPOSED CAR WASH 5,034.6 SF LOT 11R, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D200099741 P.R.T.C.T. LOT 16, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D207049295 P.R.T.C.T. LOT 18, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D209156019 P.R.T.C.T. LOT 14R-2, BLOCK 1 TOWNE CENTER ADDITION NO. 2 EX. ZONING CC UNDEVELOPED EX. ZONING: CC LAND USE: FUEL STATION EX. ZONING: CC LAND USE: BANK WITH DRIVE THRU EX. ZONING: CC LAND USE: MEDICAL OFFICE REMOVE EXISTING SEWER LINE 6" SEWER SERVICE LINE EX. SEWER LINE EX. SEWER LINE EX. 8" SEWER LINE 8" WATER LINE EXTENSION 15 ' W A T E R E S M T 45° BEND 45° BEND CONNECT TO EX. 24" WATER LINE INSTALL: 1- TEE CONNECT TO EX. SEWER LINE 2" WATER METER & RPZ 2" WATER SERVICE WATER RECLAIM TANKS SANITARY SEWER CONNECTION EX.FIRE HYDRANT PROPOSED FIRE HYDRANT T PROPOSED TANSFORMER DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 PR E L I M I N A R Y U T I L I T Y PL A N SP-5 LEGEND EX. SEWER LINE PROPOSED SEWER LINE EX. WATER LINE PROPOSED WATER LINE PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 10 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT VICNITY MAP NTS SITE 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 PRELIMINARY UTILITY PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: 214.954.0060 CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:JENNIFER CHANDLER SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER • • 6 5 5 65 6 6 5 7 6 5 9 6 6 0 660 661 658 659 65 7 657 6 5 6 657 6 5 6 656 655 65 3 65 4 65 3 6 5 4 655 65 6 65 7 656 657 65 8 657 FI R E L A N E FI R E L A N E FIRE LANE F.F.E.= 658.9' WI L L I A M D . T A T E A V E N U E VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y 25 ' B U I L D I N G L I N E DO C . N O . D 2 0 7 0 4 9 2 9 5 - P . R . T . C . T . SANITARY SEWER EASEMENT VOL. 6935, PG. 784 D.R.T.C.T. EX. BANK EX. DRIVE 1.50 ACRES 65,340 SF LOT 14R-1 BLOCK 1 TOWN CENTER ADDITION NO. 2 PROPOSED CAR WASH 5,034.6 SF LOT 11R, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D200099741 P.R.T.C.T. LOT 16, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D207049295 P.R.T.C.T. LOT 18, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D209156019 P.R.T.C.T. LOT 14R-2, BLOCK 1 TOWNE CENTER ADDITION NO. 2 EX. ZONING CC UNDEVELOPED EX. ZONING: CC LAND USE: FUEL STATION EX. ZONING: CC LAND USE: BANK WITH DRIVE THRU EX. ZONING: CC LAND USE: MEDICAL OFFICE 658.71 658.88 659.00 659.00 658.88 658.63 657.92 657.72658.43 658.63658.76 659.28 659.15 659.04 659.20 658.63658.75 658.86 658.69 658.93 659.10 658.71 658.81 658.85 658.96 659.00 659.00 658.96 658.66 658.58 658.44 656.78± ME 656.90± ME 656.96± ME 659.00 657.08± ME 657.46± ME 657.51± ME 657.34 657.64 657.56 657.17 656.99± ME 657.41 657.20± ME 657.35657.96 657.85± ME 658.41 658.21± ME 658.63± ME 658.69 659.17± ME 658.92 659.01 659.26 660.94 660.40 660.08± ME 660.45± ME 659.00 656.28 656.10± ME FFE = 659.00 657.81 CONNECT TO EX. 24" WATER LINE DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 PR E L I M I N A R Y G R A D I N G PL A N SP-6 PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 11 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT VICNITY MAP NTS SITE NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4. ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6. REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF GRAPEVINE AND ADA STANDARDS. 8. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10. CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TR TOP OF RAMP BC BACK OF CURB ADA ACCESSIBLE PATH FLOW PATH 699.50 700 695 PRELIMINARY GRADING PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: 214.954.0060 CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:JENNIFER CHANDLER SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 SI G N A G E P L A N SP-2 CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 13 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT VICNITY MAP NTS SITE DIMENSIONAL CONTROL SITE PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 SI G N A G E P L A N SP-2 CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 14 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT VICNITY MAP NTS SITE DIMENSIONAL CONTROL SITE PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 SI G N A G E P L A N SP-2 CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 14 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT VICNITY MAP NTS SITE DIMENSIONAL CONTROL SITE PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 9/23/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 SI G N A G E P L A N SP-2 VICNITY MAP NTS SITE DIMENSIONAL CONTROL SITE PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWNE CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 9/23/2024 CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 15 of 15 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES Traffic Analysis Club Car Wash on Ira E Woods Grapevine, Texas October 10, 2024 Prepared for: Mr. Clay Cristy, PE ClayMoore Engineering 1903 Central Drive, Suite 406 Bedford, Texas 76021 Prepared By: Christy Lambeth, P.E., PTOE Lambeth Engineering Associates, PLLC 6301 Gaston Avenue, Suite 1129, Dallas, TX 75214 972.989.3256 Texas Registered Engineering Firm# F-19508 Project #003GRA October 10, 2024 TABLE OF CONTENTS INTRODUCTION ............................................................................................................. 1 Purpose ................................................................................................................................. 1 Project Description ............................................................................................................... 1 Study Parameters ................................................................................................................. 1 Study Scenarios .................................................................................................................................... 1 TRAFFIC VOLUMES ........................................................................................................ 5 Existing Traffic Volumes ........................................................................................................ 5 Background (No-Build) Traffic Volumes ............................................................................. 5 Site-Generated Traffic Volumes ......................................................................................... 5 Background-Plus-Site (Build) Traffic Volumes .................................................................... 5 TRAFFIC IMPACT ANALYSIS ........................................................................................ 12 Intersection Capacity Analysis ─ Methodology ............................................................. 12 Intersection Capacity Analysis ......................................................................................... 13 Internal Queue Analysis ..................................................................................................... 14 CAR WASH STACKING SPACE REVIEW ..................................................................... 15 CONCLUSIONS AND RECOMMENDATIONS ............................................................. 16 LIST OF EXHIBITS Exhibit 1. Vicinity Map ............................................................................................................. 2 Exhibit 2. Site Plan .................................................................................................................... 3 Exhibit 3. Existing Roadway Geometry .................................................................................. 4 Exhibit 4. Year 2024 Existing Traffic Volumes ......................................................................... 6 Exhibit 5. Year 2025 Background Traffic Volumes ................................................................ 7 Exhibit 6. Inbound Trip Distribution .......................................................................................... 8 Exhibit 7. Outbound Trip Distribution ...................................................................................... 9 Exhibit 8. Site Traffic Volumes ................................................................................................ 10 Exhibit 9. Year 2025 Background-Plus-Site Traffic Volumes ................................................ 11 LIST OF TABLES Table 1. Projected Trip Generation ........................................................................................ 5 Table 2. Intersection LOS Summary ...................................................................................... 13 Table 3. Queue Summary ..................................................................................................... 14 Table 4. Car Wash Queue Observation Summary ............................................................. 15 Club Car Wash - Ira Woods TIA  Page 1 INTRODUCTION Purpose The services of Lambeth Engineering Associates, PLLC, (herein Lambeth Engineering) were retained to conduct a traffic analysis for a proposed Club Car Wash on Ira E. Woods, in Grapevine, Texas. The purpose of this study is to project the anticipated traffic that will be generated by the proposed development and review the internal circulation and queues of driveways and how the car wash will impact existing traffic circulation. Project Description The project site is located southwest of the Ira E. Woods/William D. Tate Avenue intersection, just south of Quick Trip gas station and north of Chase Bank. The site will have access to existing driveway, no new driveways are being added. The site is zoned Community Commercial District (CC) and is currently vacant. The project is projected to be completed in 2025 and will contain a one-tunnel car wash. A vicinity map is shown in Exhibit 1, and the site plan is shown in Exhibit 2. Study Parameters This traffic analysis considered the following study parameters that were reviewed and approved by the City of Grapevine. Study Scenarios The following scenarios were studied in this analysis: • Roadway Intersections: Weekday AM and PM peak hours of adjacent street traffic • Roadway Links: Weekday AM and PM peak hours of adjacent street traffic • Analysis Scenarios: o 2024 Existing o 2025 Background o 2025 Background-Plus-Site D w y 3 . Q u i k T r i p D r i v e w a y Wi l l i a m D T a t e A v e . Ira E. Woods Ave. Dwy 2. Quick Trip Driveway Dwy 1. Ch a s e D r i v e w a y Site QuikTrip Chase Bank NO R T H Map Obtained from Google Earth 10.08.24 L A M B E T H ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-19508Exhibit 1. Vicinity Map =Study Intersections Not to Scale • • FI R E L A N E FI R E L A N E FIRE LANE F.F.E.= 658.9' WI L L I A M D . T A T E A V E N U E VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y 1.50 ACRES 65,340 SF LOT 14R-1 BLOCK 1 TOWN CENTER ADDITION NO. 2 PROPOSED CAR WASH 5,030 SF 1 STORY 28' - 10 1/2" ∆ ∆ ∆ LOT 11R, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D200099741 P.R.T.C.T. LOT 16, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D207049295 P.R.T.C.T. LOT 18, BLOCK 1 TOWNE CENTER ADDITION NO. 2 DOC. NO. D209156019 P.R.T.C.T. LOT 14R-2, BLOCK 1 TOWNE CENTER ADDITION NO. 2 EX. ZONING CC UNDEVELOPED EX. ZONING: CC LAND USE: FUEL STATION EX. ZONING: CC LAND USE: BANK WITH DRIVE THRU EX. ZONING: CC LAND USE: MEDICAL OFFICE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18' 8' 160.05' DA T E No . RE V I S I O N BY DATE: SHEET File No.2024-083 10/9/2024 CHECKED:CLC DRAWN:SD DESIGN:SD CL U B C A R W A S H 90 1 I R A E W O O D S GR A P E V I N E , T X 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 9/23/2024 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 TR A F F I C C I R C U L A T I O N PL A N SP-3 LEGEND PROPERTY LINE PARKING COUNT PURPOSE OF REQUEST: CONDITIONAL USE PERMIT CU24-39, IS SPECIFICALLY TO AMEND THE PLANNING COMMERCIAL CENTER OF TOWN CENTER ADDITION #2, SPECIFICALLY TO CONSTRUCT A 5,035 SQUARE FOOT DRIVE-THRU CAR WASH WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES CASE NAME: CLUB CARWASH GRAPEVINE CASE NUMBER: CU 24-39 LOCATION : 901 IRA E WOODS MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 7 of 16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT 1.50 ACRES 65,340 SQ. FT. VICNITY MAP NTS SITE TRAFFIC CIRCULATION PLAN FOR CLUB CARWASH LOT 14R-1, BLOCK 1 TOWN CENTER ADDITION NO. 2 HEIRS OF AMBROSE FOSTER SURVEY, ABSTRACT NO 518 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.50 ACRES, 65,340 SQ. FT. ZONED: CC, COMMUNITY COMMERCIAL DATE OF PREPARATION: 10/9/2024 OWNER: APPLICANT/ENGINEER: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR., SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ARCHITECT: FINKLE + WILLIAMS ARCHITECTURE 8787 RENNER ROAD, STE. 100 LENEXA, KS 66219 PH: 913.498.1550 GRAPEVINE TATE JOINT VENTURE 3102 MAPLE AVE. STE. 500 DALLAS, TX 75201 PH: 214.954.0060 CONTACT NAME: CLAY CRISTY CONTACT NAME: AUSTIN WALTER CONTACT NAME:JENNIFER CHANDLER SURVEYOR: EAGLE SURVEYING 210 S ELM ST., SUITE #104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER 17 18 19 20 21 22 D w y 3 . Q T D r i v e Dwy 2. QT Drive Dwy 1. C h a s e D r i v e Exhibit 2. Site Plan Of f i c e D r i v e w a y Ira E. Woods Ave. Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . Tunnel Entrance Drive Dwy 2. QT Drive Tunnel Exit Drive Vacuum Drive Dwy 1. Chase Drive W Nash St. Club Carwash Ira Woods 10/10/2024 Exhibit 3. Roadway Geometry Planned, Future Travel Lane STOP STOP ST O P ST O P 40 MPH 35 MPHSTOPSTOP Sign Existing Travel Lane LEGEND: ST O P Club Car Wash - Ira Woods TIA  Page 5 TRAFFIC VOLUMES Existing Traffic Volumes Intersection turning-movement volumes were collected on Thursday, October 3, 2024, from 7:00 to 9:00 AM and from 4:00 to 6:00 PM. Year 2024 traffic volumes are illustrated in Exhibit 4. Detailed data sheets are provided in the Appendix. Background (No-Build) Traffic Volumes Historical traffic volume data were obtained from TxDOT’s online traffic counts1. The historical volumes indicate volumes in the area are stable, not growing. However, in order to be conservative, a 2% annual growth rate is used for this analysis. Traffic forecasts were developed for the year 2025 no-build scenario by applying the 2% annual growth rate to the existing traffic volumes. The resulting year 2025 background (no-build) volumes are illustrated in Exhibit 5. The TxDOT historical volumes are provided in the Appendix. Site-Generated Traffic Volumes Traffic generated by the development, known as trip generation, is calculated based upon methods and rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The Trip Generation Manual does not have tunnel car wash information available for the AM peak hour or weekday period, therefore, the car wash ITE use was used for the AM and weekday time periods. Internal capture reductions account for one vehicle visiting multiple uses – such as gas station and car wash. ITE does not have data available for car wash/gas station internal trips, therefore, they were not considered in this analysis. However, there will be internal trips between the uses. The resulting trip generation is shown in Table 1. Table 1. Projected Trip Generation The site-generated traffic was distributed through the study area based upon existing traffic volumes, roadway configurations, and study area. The overall distribution, as well as the traffic assignment to individual site access points, is shown in Exhibit 6 and Exhibit 7. The resulting site-related traffic volumes are shown in Exhibit 8. Background-Plus-Site (Build) Traffic Volumes Background-plus-site (build) traffic forecasts were developed for each analysis scenario by adding the projected traffic generated by the proposed development to the 2025 background (no-build) volumes. The resulting background-plus-site volumes are summarized in Exhibit 9. 1 Texas Department of Transportation Planning and Programming Division’s Statewide Traffic Analysis and Reporting System II, https://txdot.ms2soft.com/tcds/tsearch.asp?loc=Txdot&mod=. Accessed October 2024. Total In Out Total In Out 948 Automated Car Wash (Tunnels)1 Car Wash Tunnels -- -- -- --78 39 39 949 Car Wash and Detail Center - Manual Cleaning and Detailing 1 Wash Stalls 156 9 6 3 ------ 156 9 6 3 78 39 39 ITE #WeekdayQuantityUse Total: AM Peak Hour PM Peak Hour Of f i c e D r i v e w a y ⤶0 (10)←428 (749) ⤶⤴⤷30 (43) Ira E. Woods Ave. 0 (8)⤷⤴→⤵ 643 (585)→ 68 (59)⤵ Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . ⤶53 (69) 361 (584) Tunnel Entrance Drive ↓⤴⤷2 (2) Dwy 2. QT Drive ⤶↓ →⤵→ 64 (80)⤵ Tunnel Exit Drive ↓ →→ Vacuum Drive ↓ →→ ⤶9 (11)←3 (0) Dwy 1. Chase Drive ⤶↓⤴↪⤷11 (16) W Nash St. 6 (11)⤷⤴→⤵ 4 (12)⤵ LEGEND: XX (YY) = AM (PM) Peak Hour Traffic Volume Club Carwash Ira Woods 10/10/2024 17 (11) 37 (51) 383 (468) 11 (13) 7 (14) 368 (618) 18 (14) 39 (48) 409 (503) 10 (9) 39 (48) 409 (503) 10 (9) 39 (48) 0 (0) 409 (503) 10 (9) 64 (80) 55 (71) Exhibit 4. Year 2024 Existing Traffic Volumes 0 (11) 0 (4) 47 (56) 0 (0) 62 (78) Of f i c e D r i v e w a y ⤶0 (10)←437 (764) ⤶⤴⤷31 (44) Ira E. Woods Ave. 0 (8)⤷⤴→⤵ 656 (597)→ 69 (60)⤵ Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . ⤶54 (70) 368 (596) Tunnel Entrance Drive ↓⤴⤷2 (2) Dwy 2. QT Drive ⤶↓ →⤵→ 65 (82)⤵ Tunnel Exit Drive ↓ →→ Vacuum Drive ↓ →→ ⤶9 (11)←3 (0) Dwy 1. Chase Drive ⤶↓⤴↪⤷11 (16) W Nash St. 6 (11)⤷⤴→⤵ 4 (12)⤵ LEGEND: XX (YY) = AM (PM) Peak Hour Traffic Volume Club Carwash Ira Woods 10/10/2024 Exhibit 5. Year 2025 Background Traffic Volumes 38 (52) 391 (477) 17 (11) 7 (14) 375 (630) 18 (14) 40 (49) 417 (513) 11 (13) 10 (9) 40 (49) 417 (513) 10 (9) 40 (49) 0 (0) 417 (513) 10 (9) 65 (82) 56 (72) 48 (57) 0 (0) 63 (80) 0 (11) 0 (4) Of f i c e D r i v e w a y 20% Ira E. Woods Ave.↓⤷30% 10%→ 10%⤵10%⤵ Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . 10%←50%50% 10% Tunnel Entrance Drive ⤶Dwy 2. QT Drive ⤶↓ ⤴ 40% 10% Tunnel Exit Drive ↓ → 40% 40%10% Vacuum Drive ⤶↓ → 40% ⤶40% 10%←2% Dwy 1. Chase Drive ⤶W Nash St. ⤴ 28% LEGEND: XX % = Trip Distribution Club Carwash Ira Woods 10/10/2024 Exhibit 6. Inbound Trip Distribution Of f i c e D r i v e w a y ←10% Ira E. Woods Ave. ⤴⤴→⤵ 10%10% 20% 30% Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . Tunnel Entrance Drive Dwy 2. QT Drive →⤵→ 10% 45% 60% 45%⤵ Tunnel Exit Drive 35%⤷→→ 20%60% 25%⤵ 25% Vacuum Drive ↓ 20%⤷→ 60% 20%⤵ 45% 15% 30% ⤴Dwy 1. Chase Drive ↓↪W Nash St. 30%⤷ 2%→ 13%⤵ LEGEND: XX % = Trip Distribution Club Carwash Ira Woods 10/10/2024 Exhibit 7. Outbound Trip Distribution Of f i c e D r i v e w a y ←0 (4) 1 (8) Ira E. Woods Ave.↓⤷2 (12) ⤴⤴→⤵ 1 (4)→ 1 (4)⤵1 (4)⤵ Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . ←3 (20) 1 (4) Tunnel Entrance Drive ⤶Dwy 2. QT Drive ⤶↓ ⤴→⤵→ 1 (18)⤵ 1 (4) Tunnel Exit Drive ↓ 1 (14)⤷→→ 1 (10)⤵ 1 (4) Vacuum Drive ⤶↓↓ 1 (8)⤷→→ 1 (8)⤵ ⤶2 (16)←0 (1) ⤴Dwy 1. Chase Drive ⤶↓↪W Nash St. 1 (12)⤷⤴ 0 (1)→ 0 (5)⤵ LEGEND: XX (YY) = AM (PM) Peak Hour Traffic Volume Club Carwash Ira Woods 10/10/2024 Exhibit 8. Site Traffic Volumes 2 (11) 1 (18) 1 (4) 0 (6) 2 (16) 2 (23) 1 (12) 2 (16) 1 (10) 3 (23) 2 (23) 2 (16) 0 (4) 1 (18) 2 (23) 1 (4) 3 (20) 0 (4) 0 (4) 1 (8) 1 (12) Of f i c e D r i v e w a y ⤶0 (10) ←437 (768) 1 (8) ⤶⤴⤷31 (44) Ira E. Woods Ave.↓⤷2 (12) 0 (8)⤷⤴→⤵⤴→⤵ 656 (601)→ 70 (64)⤵1 (4)⤵ Dw y 3 . Q T D r i v e Wi l l i a m D T a t e A v e . ⤶54 (70) ←3 (20) 369 (600) Tunnel Entrance Drive ⤶↓⤴⤷2 (2) Dwy 2. QT Drive ⤶↓ ⤴→⤵→ 67 (99)⤵ 1 (4) Tunnel Exit Drive ↓↓ 1 (14)⤷→→ 1 (10)⤵ 1 (4) Vacuum Drive ⤶↓↓ 1 (8)⤷→→ 1 (8)⤵ ⤶2 (16)⤶9 (11)←3 (1) ⤴Dwy 1. Chase Drive ⤶↓⤴↪⤷11 (16) W Nash St. 7 (23)⤷⤴→⤵ 0 (1)→ 4 (17)⤵ LEGEND: XX (YY) = AM (PM) Peak Hour Traffic Volume Club Carwash Ira Woods 10/10/2024 0 (11) 0 (4) 1 (4) 10 (9) 65 (82) 59 (92) 48 (61) 0 (0) 63 (80) 0 (4) 1 (8) 1 (12) 10 (9) 2 (16) 40 (53) 1 (18) 419 (536) 2 (16) 11 (19) 43 (72) 419 (536) 1 (18) 8 (18) 376 (636) 18 (14) 42 (65) 419 (536) 12 (25) 39 (63) 391 (477) 17 (11) Exhibit 9. Year 2025 Background Plus Site Traffic Volumes Club Car Wash - Ira Woods TIA  Page 12 TRAFFIC IMPACT ANALYSIS Intersection Capacity Analysis ─ Methodology Intersection capacity analysis was conducted for the study intersections following the guidelines contained in the Highway Capacity Manual. Intersections are assigned a “level of service” (LOS) letter grade for the peak hour of traffic based upon the number of lanes at the intersection, traffic volumes, and traffic control. Level of Service A (LOS A) represents light traffic flow (free-flow conditions) while LOS F represents heavy traffic flow (over-capacity conditions). LOS D is typically considered acceptable in the region. Individual movements are also assigned LOS grades. It is important to note that one or more individual movement(s) typically operate at LOS F when the overall intersection is operating at LOS D. The following table summarizes the LOS criteria for signalized and unsignalized intersections as defined in the Highway Capacity Manual, 6th Edition. Intersection LOS Criteria Obtained from Highway Capacity Manual, 6th Edition, Exhibits 19-8, 20-2, and 21-8 The LOS calculations for this analysis were conducted in accordance with the Highway Capacity Manual, 6th Edition, using Synchro 11. Detailed Synchro reports summarizing analysis data for each scenario are provided in the Appendix. Signalized Intersection Average Total Delay (Seconds/Vehicle) Unsignalized Intersection Average Total Delay (Seconds/Vehicle) LOS A ≤ 10 ≤ 10 LOS B > 10 - ≤ 20 > 10 - ≤ 15 LOS C > 20 - ≤ 35 > 15 - ≤ 25 LOS D > 35 - ≤ 55 > 25 - ≤ 35 LOS E > 55 - ≤ 80 > 35 - ≤ 50 LOS F > 80 > 50 Club Car Wash - Ira Woods TIA  Page 13 Intersection Capacity Analysis The study area was analyzed considering each scenario (existing, background, and background-plus- site) to determine the projected impact that the proposed development will have on the roadway system. The LOS results are shown in Table 2. As shown, the driveways on William D. Tate Avenue are projected to operate at LOS D or better. The driveway on Ira E. Woods is projected to operate at LOS E or better. The LOS E is for vehicles leaving Driveway 3 on Ira E. Woods and only exceeds the LOS D criteria by 0.1 seconds. Therefore, no mitigation is recommended. Table 2. Intersection LOS Summary a) A, B, C, D, E, or F represents the level of service for the turning movement. b) The number in parenthesis is the average delay (in seconds) for the respective turning movement. c) When there is no turning movement in the scenario, “--” is noted. d) NB, SB, EB, WB = Northbound, Southbound, Eastbound, or Westbound; L, T, R = Left, Through, or Right LOS Delay (Sec)LOS Delay (Sec)LOS Delay (Sec)LOS Delay (Sec)LOS Delay (Sec)LOS Delay (Sec) Approach 101 William D Tate Ave. at EB B (15.0)C (20.8)C (15.2)C (21.4)C (15.7)D (29.5) Dwy 1. Chase Driveway/W Nash St.WB C (15.8)C (21.1)C (16.1)C (21.7)C (16.2)C (24.8) NBL A (8.3)A (9.2)A (8.3)A (9.3)A (8.3)A (9.4) SBL A (8.9)A (9.6)A (9.0)A (9.6)A (9.0)B (10.1) 102 William D Tate Ave. at Dwy 2. Quick Trip Driveway 103 Ira E. Woods Ave. at NB C (15.2)D (29.9)C (15.5)D (32.0)C (15.5)E (35.1) Dwy 3. QuikTrip Driveway/Office Driveway SB A (0.0)C (19.4)A (0.0)C (20.0)A (0.0)C (20.1) EBL A (0.0)A (9.5)A (0.0)A (9.6)A (0.0)A (9.6) WBL A (9.5)A (9.3)A (9.5)A (9.3)A (9.5)A (9.4) 1 5 6 PM 2 3 In t e r s e c t i o n # Intersection 2024 Existing 2025 Background 2025 Bkgd.-Plus-Site AM PM AM PM AM 4 Unsignalized Intersection: (10.2)B (12.0)B (10.1)B (11.6)BEBB(10.1)B (11.5) Club Car Wash - Ira Woods TIA  Page 14 Internal Queue Analysis Queue analysis was conducted for the internal roadways, and for vehicles leaving the site. The internal driveways were analyzed as yield, not stop control. The northern driveway, Driveway 2, on William D. Tate Avenue, has about 60 feet between the internal driveway and William D. Tate Avenue, which can accommodate about three (3) vehicles before blocking the internal driveway. Considering site traffic, the projected 95th percentile queue exiting the site via Driveway 2 is 52 feet, therefore, not projected to backup to the internal roadway. Driveway 2 is right- in/right-out at William D. Tate Avenue, therefore, minimal conflict points leaving the site and vehicl es leaving well with gaps in the main road. The observed queue was one vehicle most of the time. During the 7:00 AM – 9:00 AM and 4:00 PM – 6:00 PM, the queue only reached two (2) vehicles 12 times - eight (8) times in the AM period from 7:00 – 9:00 AM and four (4) times during the PM peak hour from 4:00 – 6:00 PM. The additional car wash traffic is not projected to create a significant addition to the existing queues. The 95th percentile queue of vehicles entering the car wash driveway from Driveway 2 is projected to only be one (1) vehicle (westbound approach of internal driveway/Driveway 2). Therefore, vehicles entering the car wash site are not projected to cause congestion on the internal roadways. The southern driveway, Driveway 1, has about 85 feet between the internal driveway and William D. Tate Avenue, which can accommodate about four (4) vehicles before blocking the internal driveway. The 95th percentile projected queue, with site traffic, exiting the site via Driveway 1 is 58 feet, therefore, not projected to cause backup. The queues are projected to be maintained on-site and not cause traffic congestion. However, if the internal driveway backs up and vehicles begin to approach William D. Tate Avenue, then it is recommended STOP signs be installed for the northbound and southbound approaches so that vehicles are free flowing into the site after they enter from the driveways. Table 3. Queue Summary Approach 101 William D Tate Ave. at NB Dwy 1. Chase Driveway/W Nash St.EB 102 William D Tate Ave. at EB Dwy 2. Quick Trip Driveway 103 Ira E. Woods Ave. at NB Dwy 3. QuikTrip Driveway/Office Driveway 201 Dwy 2. Quick Trip Driveway at NB Tunnel Entrance Drive SB WB 10 11 20 11 26 22 22 41 59 43 58 53 58 23 39 18 42 26 40 39 37 39 45 46 49 28 38 31 37 34 52 95th Queue Length (ft) 95th Queue Length (ft) 95th Queue Length (ft) 95th Queue Length (ft) 95th Queue Length (ft) 95th Queue Length (ft) --16 --16 --11 --11 --11 -- Unsignalized Intersection: In t e r s e c t i o n # Intersection AM PM AM PM AM PM 1 2 3 4 5 6 2024 Existing 2025 Background 2025 Bkgd.-Plus-Site Club Car Wash - Ira Woods TIA  Page 15 CAR WASH STACKING SPACE REVIEW Lambeth Engineering has conducted queue observations for WhiteWater Car Wash. The peak queue observed outside of the tunnel was 10 vehicles, as summarized in Table 4. Therefore, based on the observations, the provided 22 spaces will be more than adequate to serve the site without vehicles backing onto the roadways. Based on observations, there is projected to be a surplus of 12 stacking spaces compared to the observed maximum demand. Table 4. Car Wash Queue Observation Summary *Observations conducted at WhiteWater Car Wash locations. 85th %95th %Max Wednesday October 5, 2022 628 Coit Rd., Plano, TX 75075 4:00 PM - 7:00 PM 6 7 10 Friday October 7, 2022 628 Coit Rd., Plano, TX 75075 11:00 AM - 2:00 PM 5 6 7 Sunday October 30, 2022 628 Coit Rd., Plano, TX 75075 11:20 AM - 1:30 PM 6 6 6 Saturday November 5, 2022 628 Coit Rd., Plano, TX 75075 11:25 AM - 1:35 PM 5 7 9 Saturday November 5, 2022 788 Keller Pkwy., Keller TX 76248 10:00 AM - 11:45 AM 4 6 6 Saturday November 5, 2022 8917 Lower Sonoma Ln., Fort Worth TX 76177 12:30 PM - 2:15 PM 4 5 7 Sunday November 6, 2022 3331 Arapaho Rd., Garland, TX 75044 2:15 PM - 4:05 PM 5 7 7 Sunday November 6, 2022 628 Coit Rd., Plano, TX 75075 2:05 PM - 3:55 PM 8 10 10 Max Observed Total Queue (Vehicles)Day Date Location Hours Club Car Wash - Ira Woods TIA  Page 16 CONCLUSIONS AND RECOMMENDATIONS Lambeth Engineering Associates, PLLC, conducted a traffic analysis for a proposed Club Car Wash on Ira E. Woods, in Grapevine, Texas. This traffic analysis was conducted to review the internal queues to review the impact of the car wash to the gas station traffic flow. Below is a summary of the findings from the analysis presented in this report. • The two driveways on William D. Tate Avenue are projected to operate at LOS D or better with the addition of the car wash traffic. • The vehicles leaving Driveway 3 on Ira E. Woods is projected to operate at LOS E, only exceeding the LOS D criteria by 0.1 seconds, no mitigation is recommended. The other approaches are projected to operate at LOS C or better. • The queues leaving both driveways on Ira E. Woods are projected to be maintained within the available space and not block the internal roadway. • The 95th percentile queue of vehicles entering the car wash driveway from Driveway 2 is projected to only be one (1) vehicle (westbound approach of internal driveway/Driveway 2). Therefore, vehicles entering the car wash site are not projected to cause congestion on the internal roadways. • The queues are projected to be maintained on-site and not cause traffic congestion. The traffic is projected to flow well between the driveways and internal road. • The car wash provides stacking spaces for 22 vehicles on-site, waiting to enter the car wash, more than adequate space to accommodate the observed peak demand of 10 vehicles. This analysis shows that the internal circulation will continue to operate smoothly with the addition of the car wash. END Appendix Appendix A. Site Driveway Pictures B. Existing Traffic Volumes C. Growth Rate D. Synchro Analysis Results E. Queue Analysis Results Appendix Appendix A Site Driveway Pictures Club Carwash Ira Woods William D Tate Avenue Dwy 1. Chase Drive— Looking LeŌ Dwy 1. Chase Drive — Looking Across Dwy 2. QT Drive — Looking Across Dwy 2. QT Drive — Looking LeŌ Dwy 2. QT Drive — Looking Right Dwy 1. Chase Drive — Looking Right Club Carwash Ira Woods Ira E. Woods Avenue Dwy 3. QT Drive — Looking LeŌ Dwy 3. QT Drive — Looking Across Dwy 3. QT Drive — Looking Right Appendix Appendix B Existing Traffic Volumes 101 15 Min Hourly Start Time Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Total Total 7:00 AM 4 62 1 3 0 2 0 0 0 1 18 76 4 0 0 1 0 1 0 0 172 7:15 AM 4 60 2 1 0 1 0 2 0 1 12 88 1 0 0 0 0 1 0 0 172 7:30 AM 4 82 1 4 0 0 0 2 0 0 6 84 2 0 0 2 0 0 0 0 187 7:45 AM 6 108 2 5 0 2 1 4 0 1 12 106 4 0 0 2 0 1 0 0 253 784 8:00 AM 3 90 1 2 0 2 1 2 0 0 9 104 3 0 0 2 0 0 0 0 219 831 8:15 AM 4 91 3 1 1 4 0 3 0 0 6 87 3 0 0 1 0 2 0 1 205 864 8:30 AM 5 79 1 3 0 3 1 0 0 0 10 86 7 0 0 1 0 1 0 0 197 874 8:45 AM 5 75 2 2 0 3 1 0 0 1 5 91 1 0 0 0 0 0 0 0 185 806 9:00 AM AM Peak: 7:45 - 8:45 AM 18 368 7 11 1 11 3 9 0 1 37 383 17 0 0 6 0 4 0 1 874 AM PHF: 0.75 0.85 0.58 0.55 -- 0.69 0.75 0.56 0.00 -- 0.77 0.90 0.61 0.00 -- 0.75 0.00 0.50 0.00 -- 0.86 AM Passenger Vehicle Total: 18 363 7 11 -- 11 3 9 0 -- 37 373 17 0 -- 6 0 4 0 -- 859 AM Passenger Vehicle Percent: 100% 99% 100% 100% -- 100% 100% 100% 0% -- 100% 97% 100% 0% -- 100% 0% 100% 0% -- 98% AM Light Truck Total: 0 5 0 0 -- 0 0 0 0 --0900--0000--14 AM Light Truck Percent: 0% 1% 0% 0% -- 0% 0% 0% 0% -- 0% 2% 0% 0% -- 0% 0% 0% 0% -- 2% AM Articulated Truck Total: 0 0 0 0 -- 0 0 0 0 --0100--0000--1 AM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 4:00 PM 4 115 6 2 0 4 1 5 0 0 9 117 3 0 0 4 0 5 0 0 275 275 4:15 PM 7 117 9 2 0 3 0 0 0 1 19 126 3 0 0 1 0 6 0 0 293 568 4:30 PM 1 138 6 3 0 6 0 2 0 0 15 122 5 1 0 2 0 4 0 1 305 873 4:45 PM 2 154 4 3 0 2 0 2 0 0 9 119 1 1 0 6 0 3 0 1 306 1,179 5:00 PM 6 166 1 1 0 4 0 5 0 0 13 123 4 0 0 2 0 2 0 1 327 1,231 5:15 PM 5 160 3 6 0 4 0 2 0 0 12 104 1 0 0 1 0 3 0 0 301 1,239 5:30 PM 5 124 6 2 0 2 1 0 0 0 15 130 0 0 0 2 0 1 0 0 288 1,222 5:45 PM 0 116 4 1 0 4 1 4 0 0 5 121 3 1 0 1 0 1 0 0 262 1,178 6:00 PM PM Peak: 4:30 - 5:30 PM 14 618 14 13 0 16 0 11 0 0 49 468 11 2 0 11 0 12 0 3 1,239 PM PHF: 0.58 0.93 0.58 0.54 -- 0.67 0.00 0.55 0.00 -- 0.82 0.95 0.55 0.50 -- 0.46 0.00 0.75 0.00 -- 0.95 PM Passenger Vehicle Total: 14 614 14 13 -- 16 0 11 0 -- 48 468 11 2 -- 11 0 12 0 -- 1,234 PM Passenger Vehicle Percent: 100% 99% 100% 100% -- 100% 0% 100% 0% -- 98% 100% 100% 100% -- 100% 0% 100% 0% -- 100% PM Light Truck Total: 0 4 0 0 -- 0 0 0 0 --1000--0000--5 PM Light Truck Percent: 0% 1% 0% 0% -- 0% 0% 0% 0% -- 2% 0% 0% 0% -- 0% 0% 0% 0% -- 0% PM Articulated Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 PM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% Chase Driveway Eastbound Study Name William D. Tate & W Nash St./ Chase Driveway Start Date Thursday, October 3, 2024 Start Time 7:00 AM Southbound William D. Tate Ave W Nash St Westbound William D. Tate Ave Northbound Collected by: Lambeth Engineering 102 15 Min Hourly Start Time Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Total Total 7:00 AM 0 54 12 0 0 0 0 0 0 00000000150081 7:15 AM 0 51 6 0 0 0 0 0 0 00000000170074 7:30 AM 0 91 16 0 0 0 0 0 0 00000000800115 7:45 AM 0 103 16 0 0 0 0 0 0 000000002000139409 8:00 AM 0 77 15 0 0 0 0 0 0 000000002100113441 8:15 AM 0 90 8 0 0 0 0 0 0 000000001501113480 8:30 AM 0 70 7 0 0 0 0 0 0 00000000170094459 8:45 AM 0 74 10 0 0 0 0 0 0 00000000120096416 9:00 AM AM Peak: 7:30 - 8:30 AM 0 361 55 0 0 0 0 0 0 000000006401480 AM PHF: 0.00 0.88 0.86 0.00 -- 0.00 0.00 0.00 0.00 -- 0.00 0.00 0.00 0.00 -- 0.00 0.00 0.76 0.00 -- 0.86 AM Passenger Vehicle Total: 0 356 53 0 -- 0 0 0 0 --0000--00640--473 AM Passenger Vehicle Percent: 0% 99% 96% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 100% 0% -- 99% AM Light Truck Total: 0 5 1 0 -- 0 0 0 0 --0000--0000--6 AM Light Truck Percent: 0% 1% 2% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 1% AM Articulated Truck Total: 0 0 1 0 -- 0 0 0 0 --0000--0000--1 AM Articulated Truck Percent: 0% 0% 2% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 4:00 PM 0 112 15 0 0 0 0 0 0 000000001400141141 4:15 PM 0 119 13 0 0 0 0 0 0 000000001600148289 4:30 PM 0 132 11 0 0 0 0 0 0 000000001601159448 4:45 PM 0 147 17 0 0 0 0 0 0 000000001801182630 5:00 PM 0 156 21 0 0 0 0 0 0 000000002200199688 5:15 PM 0 149 22 0 0 0 0 0 0 000000002400195735 5:30 PM 0 116 19 0 0 0 0 0 0 000000002000155731 5:45 PM 0 107 12 0 0 0 0 0 0 000000001400133682 6:00 PM PM Peak: 4:30 - 5:30 PM 0 584 71 0 0 0 0 0 0 000000008002735 PM PHF: 0.00 0.94 0.81 0.00 -- 0.00 0.00 0.00 0.00 -- 0.00 0.00 0.00 0.00 -- 0.00 0.00 0.83 0.00 -- 0.92 PM Passenger Vehicle Total: 0 580 71 0 -- 0 0 0 0 --0000--00800--731 PM Passenger Vehicle Percent: 0% 99% 100% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 100% 0% -- 99% PM Light Truck Total: 0 4 0 0 -- 0 0 0 0 --0000--0000--4 PM Light Truck Percent: 0% 1% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 1% PM Articulated Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 PM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% Collected by: Lambeth Engineering Quiktrip Driveway Eastbound Study Name William D. Tate & North Driveway (Quiktrip) Start Date Thursday, October 3, 2024 Start Time 7:00 AM Southbound William D. Tate Ave N/A Westbound N/A Northbound 103 15 Min Hourly Start Time Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Total Total 7:00 AM 0 0 0 0 0 5 78 0 0 0 9 0 17 0 0 0 131 13 0 0 253 7:15 AM 0 0 0 0 2 8 67 0 0 0 10 0 12 0 0 0 98 11 0 0 206 7:30 AM 0 0 0 0 1 8 105 0 0 0 17 0 13 0 0 0 175 29 0 0 347 7:45 AM 0 0 0 0 2 5 103 0 0 0 12 0 20 0 0 0 184 9 0 0 333 1,139 8:00 AM 0 0 0 0 2 11 125 0 0 0 12 0 18 0 0 0 175 12 0 0 353 1,239 8:15 AM 0 0 0 0 7 6 95 0 0 0 6 0 11 0 0 0 109 18 0 2 245 1,278 8:30 AM 0 0 0 0 2 8 68 0 0 0 9 0 14 0 0 0 149 11 0 0 259 1,190 8:45 AM 0 0 0 0 1 7 65 1 0 1 12 0 16 0 0 1 105 16 0 0 223 1,080 9:00 AM AM Peak: 7:30 - 8:30 AM 0 0 0 0 12 30 428 0 0 0 47 0 62 0 0 0 643 68 0 2 1,278 AM PHF: 0.00 0.00 0.00 0.00 -- 0.68 0.86 0.00 0.00 -- 0.69 0.00 0.78 0.00 -- 0.00 0.87 0.59 0.00 -- 0.91 AM Passenger Vehicle Total: 0 0 0 0 -- 29 421 0 0 -- 45 0 61 0 -- 0 639 67 0 -- 1,262 AM Passenger Vehicle Percent: 0% 0% 0% 0% -- 97% 98% 0% 0% -- 96% 0% 98% 0% -- 0% 99% 99% 0% -- 99% AM Light Truck Total: 0 0 0 0 -- 1 7 0 0 --2010--0210--14 AM Light Truck Percent: 0% 0% 0% 0% -- 3% 2% 0% 0% -- 4% 0% 2% 0% -- 0% 0% 1% 0% -- 1% AM Articulated Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0200--2 AM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 4:00 PM 2 0 3 0 2 12 191 1 0 0 8 0 18 0 0 2 130 8 0 0 375 375 4:15 PM 1 0 4 0 0 13 179 3 0 0 8 0 21 0 0 1 172 11 0 0 413 788 4:30 PM 1 0 3 0 1 9 179 1 0 0 15 0 20 0 0 3 138 14 0 0 383 1,171 4:45 PM 0 0 1 0 2 15 156 4 0 0 14 0 17 0 0 3 144 18 0 0 372 1,543 5:00 PM 1 0 2 0 0 10 210 2 0 0 12 0 24 0 0 1 140 14 0 0 416 1,584 5:15 PM 2 0 5 0 2 9 204 3 0 0 15 0 17 0 0 1 163 13 0 0 432 1,603 5:30 PM 1 0 2 0 0 10 173 1 0 0 17 0 11 0 0 1 113 12 0 0 341 1,561 5:45 PM 2 0 3 0 0 5 186 0 0 0 10 0 19 0 0 0 122 14 0 0 361 1,550 6:00 PM PM Peak: 4:30 - 5:30 PM 4 0 11 0 5 43 749 10 0 0 56 0 78 0 0 8 585 59 0 0 1,603 PM PHF: 0.50 0.00 0.55 0.00 -- 0.72 0.89 0.63 0.00 -- 0.93 0.00 0.81 0.00 -- 0.67 0.90 0.82 0.00 -- 0.93 PM Passenger Vehicle Total: 4 0 11 0 -- 43 744 10 0 -- 56 0 78 0 -- 8 578 59 0 -- 1,591 PM Passenger Vehicle Percent: 100% 0% 100% 0% -- 100% 99% 100% 0% -- 100% 0% 100% 0% -- 100% 99% 100% 0% -- 99% PM Light Truck Total: 0 0 0 0 -- 0 2 0 0 --0000--0500--7 PM Light Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 1% 0% 0% -- 0% PM Articulated Truck Total: 0 0 0 0 -- 0 3 0 0 --0000--0200--5 PM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% Ira E. Woods Ave Eastbound Study Name Ira E. Woods Ave. & Quiktrip Driveway Start Date Thursday, October 3, 2024 Start Time 7:00 AM Southbound Office Driveway Ira E. Woods Ave Westbound QuikTrip Driveway Northbound Collected by: Lambeth Engineering 201 15 Min Hourly Start Time Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Left Thru Right U-Turn Peds Total Total 7:00 AM 15 3 0 0 0 0 0 12 0 0 0 17 0 0 0 0 0 0 0 0 47 7:15 AM 17 2 0 0 0 0 0 6 0 0 0 15 0 0 0 0 0 0 0 0 0 7:30 AM 8 3 0 0 0 1 0 15 0 0060000000033 7:45 AM 20 3 0 0 0 0 0 16 0 0 0 16 0 0 0 0 0 0 0 0 55 135 8:00 AM 21 2 0 0 0 1 0 14 0 0 0 11 0 0 0 0 0 0 0 0 49 137 8:15 AM 15 2 0 0 0 0 0 8 0 0060000000031168 8:30 AM 17 3 0 0 0 0 0 7 0 0 0 12 0 0 0 0 0 0 0 0 0 135 8:45 AM 12 2 0 0 0 0 0 10 0 0050000000029109 9:00 AM AM Peak: 7:30 - 8:30 AM 64 10 0 0 0 2 0 53 0 0 0 39 0 0 0 0 0 0 0 0 168 AM PHF: 0.76 0.83 0.00 0.00 -- 0.50 0.00 0.83 0.00 -- 0.00 0.61 0.00 0.00 -- 0.00 0.00 0.00 0.00 -- 0.76 AM Passenger Vehicle Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 AM Passenger Vehicle Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% AM Light Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 AM Light Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% AM Articulated Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 AM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 4:00 PM 14 3 0 0 0 1 0 14 0 0 0 11 0 0 0 0 0 0 0 0 43 43 4:15 PM 16 4 0 0 0 0 0 13 0 0 0 11 0 0 0 0 0 0 0 0 44 87 4:30 PM 16 1 0 0 0 1 0 10 0 0 0 15 0 0 0 0 0 0 0 0 43 130 4:45 PM 18 4 0 0 0 1 0 16 0 0080000000047177 5:00 PM 22 2 0 0 0 0 0 21 0 0 0 12 0 0 0 0 0 0 0 0 57 191 5:15 PM 24 2 0 0 0 0 0 22 0 0 0 13 0 0 0 0 0 0 0 0 61 208 5:30 PM 20 2 0 0 0 0 0 19 0 0 0 14 0 0 0 0 0 0 0 0 0 165 5:45 PM 14 4 0 0 0 0 0 12 0 0050000000035153 6:00 PM PM Peak: 4:30 - 5:30 PM 80 9 0 0 0 2 0 69 0 0 0 48 0 0 0 0 0 0 0 0 208 PM PHF: 0.83 0.56 0.00 0.00 -- 0.50 0.00 0.78 0.00 -- 0.00 0.80 0.00 0.00 -- 0.00 0.00 0.00 0.00 -- 0.85 PM Passenger Vehicle Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 PM Passenger Vehicle Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% PM Light Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 PM Light Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% PM Articulated Truck Total: 0 0 0 0 -- 0 0 0 0 --0000--0000--0 PM Articulated Truck Percent: 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% 0% 0% 0% -- 0% N/A Eastbound Study Name Internal Drive /William D. Tate & North Driveway (Quiktrip) Start Date Thursday, October 3, 2024 Start Time 7:00 AM Southbound Internal Drive North Driveway (Quiktrip) Westbound Internal Drive Northbound Collected by: Lambeth Engineering Appendix Appendix C Growth Rate Growth Rate Ira E. Wds Ave., West of William D Tate Ave. Year AADT % Growth Traffic Count % Growth 2019 14,728 0.7% 15,530 1.9% 2017 14,521 5.6% 14,955 -0.1% 2016 13,752 -5.8% 14,969 -2.8% 2015 14,606 15,393 2015 - 2019: 0.2% 0.2% Traffic Volumes obtained from TxDOT TCDS on October 8, 2024. William D Tate Ave., South of Ira E. Wds Ave. Year AADT % Growth Traffic Count % Growth 2019 13,577 -4.5% 16,098 -2.0% 2014 17,055 17,766 2014 - 2019: -4.5% -2.0% Traffic Volumes obtained from TxDOT TCDS on October 8, 2024. Average Annual Daily Traffic (AADT) Growth Rate: -2.1% Average Traffic Count Growth Rate: -0.9% Growth Rate Used in Analysis: 2.0% Appendix Appendix D Synchro Analysis Results Scenarios: 1. 2024 Existing AM 2. 2024 Existing PM 3. 2025 Bkgd AM 4. 2025 Bkgd PM 5. 2025 Bkgd + Site AM 6. 2025 Bkgd + Site PM HCM 6th TWSC 01. 2024 Existing AM Club Carwash Ira Woods 101: William D Tate Ave. & Dwy 1. Chase Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 0 4 11 3 9 37 383 17 11 18 368 7 Future Vol, veh/h 6 0 4 11 3 9 37 383 17 11 18 368 7 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - None - - - None Storage Length ------110---110-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 222222222222 Mvmt Flow 7 0 4 12 3 10 40 416 18 12 20 400 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 758 982 204 769 977 217 408 0 0 435 434 0 0 Stage 1 468 468 - 505 505 -------- Stage 2 290 514 - 264 472 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver 296 248 803 291 249 787 1147 - - 761 1122 - - Stage 1 545 560 - 518 539 -------- Stage 2 694 534 - 718 557 -------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 274 231 803 274 232 787 1147 - - 946 946 - - Mov Cap-2 Maneuver 274 231 - 274 232 -------- Stage 1 526 541 - 500 520 -------- Stage 2 657 515 - 690 538 -------- Approach EB WB NB SB HCM Control Delay, s 15 15.8 0.7 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1147 - - 372 357 946 - - HCM Lane V/C Ratio 0.035 - - 0.029 0.07 0.033 - - HCM Control Delay (s) 8.3 - - 15 15.8 8.9 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 - - HCM 6th TWSC 01. 2024 Existing AM Club Carwash Ira Woods 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 64 0 409 361 55 Future Vol, veh/h 0 64 0 409 361 55 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 70 0 445 392 60 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 226 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 777 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 777 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 10.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 777 - - HCM Lane V/C Ratio - 0.09 - - HCM Control Delay (s) - 10.1 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - HCM 6th TWSC 01. 2024 Existing AM Club Carwash Ira Woods 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 643 68 30 428 0 47 0 62 0 0 0 Future Vol, veh/h 0 643 68 30 428 0 47 0 62 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0-00-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 699 74 33 465 0 51 0 67 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 773 0 0 1035 - 387 881 - 233 Stage 1 ------736--531-- Stage 2 ------299--350-- Critical Hdwy - - - 4.14 - - 7.54 - 6.94 7.54 - 6.94 Critical Hdwy Stg 1 ------6.54 - - 6.54 - - Critical Hdwy Stg 2 ------6.54 - - 6.54 - - Follow-up Hdwy - - - 2.22 - - 3.52 - 3.32 3.52 - 3.32 Pot Cap-1 Maneuver 0 - - 838 - - 186 0 611 241 0 769 Stage 1 0 -----3770-5000- Stage 2 0 -----6850-6390- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 838 - - 179 - 611 206 - 769 Mov Cap-2 Maneuver ------291--330-- Stage 1 ------377--500-- Stage 2 ------649--569-- Approach EB WB NB SB HCM Control Delay, s 0 0.6 15.2 0 HCM LOS C A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 291 611 - - 838 ---- HCM Lane V/C Ratio 0.176 0.11 - - 0.039 ---- HCM Control Delay (s) 20 11.6 - - 9.5 - - 0 0 HCM Lane LOS C B - - A - - A A HCM 95th %tile Q(veh) 0.6 0.4 - - 0.1 ---- HCM 6th TWSC 02. 2024 Existing PM Club Carwash Ira Woods 101: William D Tate Ave. & Dwy 1. Chase Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 0 12 16 0 11 51 468 11 13 14 618 14 Future Vol, veh/h 11 0 12 16 0 11 51 468 11 13 14 618 14 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - None - - - None Storage Length ------110---110-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 222222222222 Mvmt Flow 12 0 13 17 0 12 55 509 12 14 15 672 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1103 1369 344 1019 1370 261 687 0 0 521 521 0 0 Stage 1 738 738 - 625 625 -------- Stage 2 365 631 - 394 745 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver 166 145 652 191 145 738 903 - - 671 1041 - - Stage 1 376 422 - 439 475 -------- Stage 2 627 473 - 602 419 -------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 152 131 652 174 131 738 903 - - 815 815 - - Mov Cap-2 Maneuver 152 131 - 174 131 -------- Stage 1 353 407 - 412 446 -------- Stage 2 579 444 - 569 404 -------- Approach EB WB NB SB HCM Control Delay, s 20.8 21.1 0.9 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 903 - - 253 253 815 - - HCM Lane V/C Ratio 0.061 - - 0.099 0.116 0.036 - - HCM Control Delay (s) 9.2 - - 20.8 21.1 9.6 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0.2 - - 0.3 0.4 0.1 - - HCM 6th TWSC 02. 2024 Existing PM Club Carwash Ira Woods 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 80 0 503 584 71 Future Vol, veh/h 0 80 0 503 584 71 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 87 0 547 635 77 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 356 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 640 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 640 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 640 - - HCM Lane V/C Ratio - 0.136 - - HCM Control Delay (s) - 11.5 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.5 - - HCM 6th TWSC 02. 2024 Existing PM Club Carwash Ira Woods 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 585 59 43 749 10 56 0 78 4 0 11 Future Vol, veh/h 8 585 59 43 749 10 56 0 78 4 0 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0-00-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 636 64 47 814 11 61 0 85 4 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 825 0 0 700 0 0 1187 - 350 1250 - 413 Stage 1 ------686--914-- Stage 2 ------501--336-- Critical Hdwy 4.14 - - 4.14 - - 7.54 - 6.94 7.54 - 6.94 Critical Hdwy Stg 1 ------6.54 - - 6.54 - - Critical Hdwy Stg 2 ------6.54 - - 6.54 - - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 - 3.32 3.52 - 3.32 Pot Cap-1 Maneuver 801 - - 893 - - 144 0 646 129 0 588 Stage 1 ------4040-2940- Stage 2 ------5210-6520- Platoon blocked, % - - - - Mov Cap-1 Maneuver 801 - - 893 - - 129 - 646 102 - 588 Mov Cap-2 Maneuver ------129--102-- Stage 1 ------396--288-- Stage 2 ------461--556-- Approach EB WB NB SB HCM Control Delay, s 0.1 0.5 29.9 19.4 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 129 646 801 - - 893 - - 102 588 HCM Lane V/C Ratio 0.472 0.131 0.011 - - 0.052 - - 0.043 0.02 HCM Control Delay (s) 55.7 11.4 9.5 - - 9.3 - - 41.9 11.2 HCM Lane LOS F B A - - A - - E B HCM 95th %tile Q(veh) 2.1 0.5 0 - - 0.2 - - 0.1 0.1 HCM 6th TWSC 03. 2025 Bkgd AM Club Carwash Ira Woods 101: William D Tate Ave. & Dwy 1. Chase Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 0 4 11 3 9 38 391 17 11 18 375 7 Future Vol, veh/h 6 0 4 11 3 9 38 391 17 11 18 375 7 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - None - - - None Storage Length ------110---110-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 222222222222 Mvmt Flow 7 0 4 12 3 10 41 425 18 12 20 408 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 772 1001 208 784 996 222 416 0 0 443 443 0 0 Stage 1 476 476 - 516 516 -------- Stage 2 296 525 - 268 480 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver 289 241 798 283 243 782 1139 - - 752 1113 - - Stage 1 539 555 - 510 533 -------- Stage 2 688 528 - 714 553 -------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 267 224 798 267 226 782 1139 - - 936 936 - - Mov Cap-2 Maneuver 267 224 - 267 226 -------- Stage 1 520 536 - 492 514 -------- Stage 2 651 509 - 686 534 -------- Approach EB WB NB SB HCM Control Delay, s 15.2 16.1 0.7 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1139 - - 364 349 936 - - HCM Lane V/C Ratio 0.036 - - 0.03 0.072 0.034 - - HCM Control Delay (s) 8.3 - - 15.2 16.1 9 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 - - HCM 6th TWSC 03. 2025 Bkgd AM Club Carwash Ira Woods 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 65 0 417 368 56 Future Vol, veh/h 0 65 0 417 368 56 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 71 0 453 400 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 231 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 771 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 771 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 10.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 771 - - HCM Lane V/C Ratio - 0.092 - - HCM Control Delay (s) - 10.1 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - HCM 6th TWSC 03. 2025 Bkgd AM Club Carwash Ira Woods 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 656 69 31 437 0 48 0 63 0 0 0 Future Vol, veh/h 0 656 69 31 437 0 48 0 63 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0-00-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 713 75 34 475 0 52 0 68 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 788 0 0 1057 - 394 900 - 238 Stage 1 ------751--543-- Stage 2 ------306--357-- Critical Hdwy - - - 4.14 - - 7.54 - 6.94 7.54 - 6.94 Critical Hdwy Stg 1 ------6.54 - - 6.54 - - Critical Hdwy Stg 2 ------6.54 - - 6.54 - - Follow-up Hdwy - - - 2.22 - - 3.52 - 3.32 3.52 - 3.32 Pot Cap-1 Maneuver 0 - - 827 - - 179 0 605 233 0 763 Stage 1 0 -----3690-4920- Stage 2 0 -----6790-6330- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 827 - - 171 - 605 198 - 763 Mov Cap-2 Maneuver ------283--322-- Stage 1 ------369--492-- Stage 2 ------641--561-- Approach EB WB NB SB HCM Control Delay, s 0 0.6 15.5 0 HCM LOS C A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 283 605 - - 827 ---- HCM Lane V/C Ratio 0.184 0.113 - - 0.041 ---- HCM Control Delay (s) 20.6 11.7 - - 9.5 - - 0 0 HCM Lane LOS C B - - A - - A A HCM 95th %tile Q(veh) 0.7 0.4 - - 0.1 ---- HCM 6th TWSC 04. 2025 Bkgd PM Club Carwash Ira Woods 101: William D Tate Ave. & Dwy 1. Chase Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 0 12 16 0 11 52 477 11 13 14 630 14 Future Vol, veh/h 11 0 12 16 0 11 52 477 11 13 14 630 14 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - None - - - None Storage Length ------110---110-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 222222222222 Mvmt Flow 12 0 13 17 0 12 57 518 12 14 15 685 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1124 1395 350 1039 1396 265 700 0 0 530 530 0 0 Stage 1 751 751 - 638 638 -------- Stage 2 373 644 - 401 758 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver 160 140 646 185 140 733 893 - - 663 1033 - - Stage 1 369 416 - 431 469 -------- Stage 2 620 466 - 597 413 -------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 146 126 646 168 126 733 893 - - 807 807 - - Mov Cap-2 Maneuver 146 126 - 168 126 -------- Stage 1 345 401 - 403 439 -------- Stage 2 571 436 - 564 398 -------- Approach EB WB NB SB HCM Control Delay, s 21.4 21.7 0.9 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 893 - - 245 245 807 - - HCM Lane V/C Ratio 0.063 - - 0.102 0.12 0.036 - - HCM Control Delay (s) 9.3 - - 21.4 21.7 9.6 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0.2 - - 0.3 0.4 0.1 - - HCM 6th TWSC 04. 2025 Bkgd PM Club Carwash Ira Woods 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 82 0 513 596 72 Future Vol, veh/h 0 82 0 513 596 72 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 89 0 558 648 78 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 363 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 634 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 634 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 634 - - HCM Lane V/C Ratio - 0.141 - - HCM Control Delay (s) - 11.6 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.5 - - HCM 6th TWSC 04. 2025 Bkgd PM Club Carwash Ira Woods 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 597 60 44 764 10 57 0 80 4 0 11 Future Vol, veh/h 8 597 60 44 764 10 57 0 80 4 0 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0-00-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 649 65 48 830 11 62 0 87 4 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 841 0 0 714 0 0 1211 - 357 1275 - 421 Stage 1 ------700--932-- Stage 2 ------511--343-- Critical Hdwy 4.14 - - 4.14 - - 7.54 - 6.94 7.54 - 6.94 Critical Hdwy Stg 1 ------6.54 - - 6.54 - - Critical Hdwy Stg 2 ------6.54 - - 6.54 - - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 - 3.32 3.52 - 3.32 Pot Cap-1 Maneuver 790 - - 882 - - 138 0 639 124 0 581 Stage 1 ------3960-2870- Stage 2 ------5140-6460- Platoon blocked, % - - - - Mov Cap-1 Maneuver 790 - - 882 - - 123 - 639 97 - 581 Mov Cap-2 Maneuver ------123--97-- Stage 1 ------388--282-- Stage 2 ------452--547-- Approach EB WB NB SB HCM Control Delay, s 0.1 0.5 32 20 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 123 639 790 - - 882 - - 97 581 HCM Lane V/C Ratio 0.504 0.136 0.011 - - 0.054 - - 0.045 0.021 HCM Control Delay (s) 60.8 11.5 9.6 - - 9.3 - - 43.8 11.3 HCM Lane LOS F B A - - A - - E B HCM 95th %tile Q(veh) 2.3 0.5 0 - - 0.2 - - 0.1 0.1 HCM 6th TWSC 05. 2025 Bkgd+Site AM Club Carwash Ira Woods 101: William D Tate Ave. & Dwy 1. Chase Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 0 4 11 3 9 39 391 17 12 18 376 8 Future Vol, veh/h 7 0 4 11 3 9 39 391 17 12 18 376 8 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - None - - - None Storage Length ------110---110-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 222222222222 Mvmt Flow 8 0 4 12 3 10 42 425 18 13 20 409 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 778 1007 209 789 1002 222 418 0 0 443 443 0 0 Stage 1 480 480 - 518 518 -------- Stage 2 298 527 - 271 484 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver 286 239 797 281 241 782 1138 - - 752 1113 - - Stage 1 536 553 - 509 531 -------- Stage 2 686 527 - 712 550 -------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 264 222 797 264 224 782 1138 - - 928 928 - - Mov Cap-2 Maneuver 264 222 - 264 224 -------- Stage 1 516 533 - 490 511 -------- Stage 2 648 508 - 683 530 -------- Approach EB WB NB SB HCM Control Delay, s 15.7 16.2 0.7 0.7 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1138 - - 349 346 928 - - HCM Lane V/C Ratio 0.037 - - 0.034 0.072 0.035 - - HCM Control Delay (s) 8.3 - - 15.7 16.2 9 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 - - HCM 6th TWSC 05. 2025 Bkgd+Site AM Club Carwash Ira Woods 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 67 0 419 369 59 Future Vol, veh/h 0 67 0 419 369 59 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 73 0 455 401 64 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 233 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 769 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 769 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 10.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 769 - - HCM Lane V/C Ratio - 0.095 - - HCM Control Delay (s) - 10.2 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - HCM 6th TWSC 05. 2025 Bkgd+Site AM Club Carwash Ira Woods 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 656 70 31 437 0 48 0 63 0 0 0 Future Vol, veh/h 0 656 70 31 437 0 48 0 63 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0-00-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 713 76 34 475 0 52 0 68 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 789 0 0 1057 - 395 900 - 238 Stage 1 ------751--543-- Stage 2 ------306--357-- Critical Hdwy - - - 4.14 - - 7.54 - 6.94 7.54 - 6.94 Critical Hdwy Stg 1 ------6.54 - - 6.54 - - Critical Hdwy Stg 2 ------6.54 - - 6.54 - - Follow-up Hdwy - - - 2.22 - - 3.52 - 3.32 3.52 - 3.32 Pot Cap-1 Maneuver 0 - - 827 - - 179 0 604 233 0 763 Stage 1 0 -----3690-4920- Stage 2 0 -----6790-6330- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 827 - - 171 - 604 198 - 763 Mov Cap-2 Maneuver ------283--322-- Stage 1 ------369--492-- Stage 2 ------641--561-- Approach EB WB NB SB HCM Control Delay, s 0 0.6 15.5 0 HCM LOS C A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 283 604 - - 827 ---- HCM Lane V/C Ratio 0.184 0.113 - - 0.041 ---- HCM Control Delay (s) 20.6 11.7 - - 9.5 - - 0 0 HCM Lane LOS C B - - A - - A A HCM 95th %tile Q(veh) 0.7 0.4 - - 0.1 ---- HCM 6th TWSC 06. 2025 Bkgd+Site PM Club Carwash Ira Woods 101: William D Tate Ave. & Dwy 1. Chase Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 1 17 16 1 11 63 477 11 25 14 636 18 Future Vol, veh/h 23 1 17 16 1 11 63 477 11 25 14 636 18 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - None - - - None Storage Length ------110---110-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 222222222222 Mvmt Flow 25 1 18 17 1 12 68 518 12 27 15 691 20 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1181 1451 356 1090 1455 265 711 0 0 530 530 0 0 Stage 1 785 785 - 660 660 -------- Stage 2 396 666 - 430 795 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 -------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 -------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver 145 130 640 170 129 733 884 - - 663 1033 - - Stage 1 352 402 - 418 458 -------- Stage 2 601 456 - 574 398 -------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 128 113 640 148 112 733 884 - - 752 752 - - Mov Cap-2 Maneuver 128 113 - 148 112 -------- Stage 1 325 379 - 386 423 -------- Stage 2 544 421 - 525 376 -------- Approach EB WB NB SB HCM Control Delay, s 29.5 24.8 1.1 0.6 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 884 - - 191 212 752 - - HCM Lane V/C Ratio 0.077 - - 0.233 0.144 0.056 - - HCM Control Delay (s) 9.4 - - 29.5 24.8 10.1 - - HCM Lane LOS A - - D C B - - HCM 95th %tile Q(veh) 0.3 - - 0.9 0.5 0.2 - - HCM 6th TWSC 06. 2025 Bkgd+Site PM Club Carwash Ira Woods 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 99 0 536 600 92 Future Vol, veh/h 0 99 0 536 600 92 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 108 0 583 652 100 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 376 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 622 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 622 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 622 - - HCM Lane V/C Ratio - 0.173 - - HCM Control Delay (s) - 12 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.6 - - HCM 6th TWSC 06. 2025 Bkgd+Site PM Club Carwash Ira Woods 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. 01. Club Carwash Ira Woods TIA - Existing.syn 10/10/2024 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 601 64 44 768 10 61 0 80 4 0 11 Future Vol, veh/h 8 601 64 44 768 10 61 0 80 4 0 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0-00-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 653 70 48 835 11 66 0 87 4 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 846 0 0 723 0 0 1220 - 362 1282 - 423 Stage 1 ------706--937-- Stage 2 ------514--345-- Critical Hdwy 4.14 - - 4.14 - - 7.54 - 6.94 7.54 - 6.94 Critical Hdwy Stg 1 ------6.54 - - 6.54 - - Critical Hdwy Stg 2 ------6.54 - - 6.54 - - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 - 3.32 3.52 - 3.32 Pot Cap-1 Maneuver 787 - - 875 - - 136 0 635 122 0 579 Stage 1 ------3930-2850- Stage 2 ------5110-6440- Platoon blocked, % - - - - Mov Cap-1 Maneuver 787 - - 875 - - 121 - 635 96 - 579 Mov Cap-2 Maneuver ------121--96-- Stage 1 ------386--280-- Stage 2 ------448--545-- Approach EB WB NB SB HCM Control Delay, s 0.1 0.5 35.1 20.1 HCM LOS E C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 121 635 787 - - 875 - - 96 579 HCM Lane V/C Ratio 0.548 0.137 0.011 - - 0.055 - - 0.045 0.021 HCM Control Delay (s) 66 11.6 9.6 - - 9.4 - - 44.3 11.3 HCM Lane LOS F B A - - A - - E B HCM 95th %tile Q(veh) 2.6 0.5 0 - - 0.2 - - 0.1 0.1 Appendix Appendix E Queue Analysis Results Queuing and Blocking Report 01. 2024 Existing AM 10/10/2024 01. 2024 Existing AM Club Carwash Ira Woods SimTraffic Report Page 1 Intersection: 101: William D Tate Ave. & Dwy 1. Chase Driveway Movement EB WB NB SB Directions Served LTR LTR L UL Maximum Queue (ft) 28 30 42 30 Average Queue (ft) 7 15 5 9 95th Queue (ft) 28 39 23 32 Link Distance (ft) 132 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway Movement EB Directions Served R Maximum Queue (ft) 30 Average Queue (ft) 29 95th Queue (ft) 39 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. Movement EB WB NB NB Directions Served TR LT L R Maximum Queue (ft) 19 73 46 29 Average Queue (ft) 1 15 23 24 95th Queue (ft) 7 54 41 41 Link Distance (ft) 230 175 175 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 01. 2024 Existing AM 10/10/2024 01. 2024 Existing AM Club Carwash Ira Woods SimTraffic Report Page 2 Intersection: 201: Dwy 3. QuikTrip Driveway & Tunnel Entrance Drive/Dwy 2. Quick Trip Driveway Movement NB Directions Served LTR Maximum Queue (ft) 28 Average Queue (ft) 1 95th Queue (ft) 11 Link Distance (ft) 39 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Queuing and Blocking Report 02. 2024 Existing PM 10/10/2024 02. 2024 Existing PM Club Carwash Ira Woods SimTraffic Report Page 1 Intersection: 101: William D Tate Ave. & Dwy 1. Chase Driveway Movement EB WB NB SB SB Directions Served LTR LTR L UL TR Maximum Queue (ft) 29 31 48 30 22 Average Queue (ft) 15 16 16 7 1 95th Queue (ft) 38 41 39 27 8 Link Distance (ft) 132 170 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway Movement EB Directions Served R Maximum Queue (ft) 49 Average Queue (ft) 31 95th Queue (ft) 37 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. Movement EB EB WB NB NB SB SB Directions Served LT TR LT L R L R Maximum Queue (ft) 51 19 118 70 53 52 29 Average Queue (ft) 5 1 25 30 30 6 8 95th Queue (ft) 26 8 78 59 46 29 29 Link Distance (ft) 230 230 175 175 39 39 Upstream Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 02. 2024 Existing PM 10/10/2024 02. 2024 Existing PM Club Carwash Ira Woods SimTraffic Report Page 2 Intersection: 201: Dwy 3. QuikTrip Driveway & Tunnel Entrance Drive/Dwy 2. Quick Trip Driveway Movement WB NB SB Directions Served LTR LTR LTR Maximum Queue (ft) 29 52 29 Average Queue (ft) 3 2 1 95th Queue (ft) 16 20 11 Link Distance (ft) 257 39 175 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Queuing and Blocking Report 03. 2025 Bkgd AM 10/10/2024 03. 2025 Bkgd AM Club Carwash Ira Woods SimTraffic Report Page 1 Intersection: 101: William D Tate Ave. & Dwy 1. Chase Driveway Movement EB WB NB SB Directions Served LTR LTR L UL Maximum Queue (ft) 28 30 22 30 Average Queue (ft) 10 16 4 9 95th Queue (ft) 31 40 18 32 Link Distance (ft) 132 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway Movement EB Directions Served R Maximum Queue (ft) 30 Average Queue (ft) 29 95th Queue (ft) 39 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. Movement EB WB NB NB Directions Served TR LT L R Maximum Queue (ft) 19 73 46 29 Average Queue (ft) 1 16 24 21 95th Queue (ft) 7 55 43 42 Link Distance (ft) 230 175 175 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 03. 2025 Bkgd AM 10/10/2024 03. 2025 Bkgd AM Club Carwash Ira Woods SimTraffic Report Page 2 Intersection: 201: Dwy 3. QuikTrip Driveway & Tunnel Entrance Drive/Dwy 2. Quick Trip Driveway Movement NB Directions Served LTR Maximum Queue (ft) 28 Average Queue (ft) 1 95th Queue (ft) 11 Link Distance (ft) 39 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Queuing and Blocking Report 04. 2025 Bkgd PM 10/10/2024 04. 2025 Bkgd PM Club Carwash Ira Woods SimTraffic Report Page 1 Intersection: 101: William D Tate Ave. & Dwy 1. Chase Driveway Movement EB WB NB SB SB Directions Served LTR LTR L UL TR Maximum Queue (ft) 29 31 48 50 22 Average Queue (ft) 14 17 18 10 1 95th Queue (ft) 37 41 42 36 8 Link Distance (ft) 132 170 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway Movement EB Directions Served R Maximum Queue (ft) 52 Average Queue (ft) 30 95th Queue (ft) 45 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. Movement EB EB WB NB NB SB SB Directions Served LT TR LT L R L R Maximum Queue (ft) 51 19 118 70 53 29 29 Average Queue (ft) 5 1 23 32 30 5 8 95th Queue (ft) 26 8 78 58 51 23 29 Link Distance (ft) 230 230 175 175 39 39 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 04. 2025 Bkgd PM 10/10/2024 04. 2025 Bkgd PM Club Carwash Ira Woods SimTraffic Report Page 2 Intersection: 201: Dwy 3. QuikTrip Driveway & Tunnel Entrance Drive/Dwy 2. Quick Trip Driveway Movement WB NB SB Directions Served LTR LTR LTR Maximum Queue (ft) 29 52 29 Average Queue (ft) 3 4 1 95th Queue (ft) 16 26 11 Link Distance (ft) 257 39 175 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Queuing and Blocking Report 05. 2025 Bkgd+Site AM 10/10/2024 05. 2025 Bkgd+Site AM Club Carwash Ira Woods SimTraffic Report Page 1 Intersection: 101: William D Tate Ave. & Dwy 1. Chase Driveway Movement EB WB NB SB Directions Served LTR LTR L UL Maximum Queue (ft) 28 53 24 30 Average Queue (ft) 12 18 9 10 95th Queue (ft) 34 45 26 33 Link Distance (ft) 244 132 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway Movement EB Directions Served R Maximum Queue (ft) 52 Average Queue (ft) 27 95th Queue (ft) 46 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. Movement WB NB NB Directions Served LT L R Maximum Queue (ft) 73 69 53 Average Queue (ft) 12 28 28 95th Queue (ft) 44 53 47 Link Distance (ft) 175 175 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05. 2025 Bkgd+Site AM 10/10/2024 05. 2025 Bkgd+Site AM Club Carwash Ira Woods SimTraffic Report Page 2 Intersection: 201: Dwy 3. QuikTrip Driveway & Tunnel Entrance Drive/Dwy 2. Quick Trip Driveway Movement WB NB Directions Served LTR LTR Maximum Queue (ft) 29 28 Average Queue (ft) 1 5 95th Queue (ft) 11 22 Link Distance (ft) 257 39 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Queuing and Blocking Report 06. 2025 Bkgd+Site PM 10/10/2024 06. 2025 Bkgd+Site PM Club Carwash Ira Woods SimTraffic Report Page 1 Intersection: 101: William D Tate Ave. & Dwy 1. Chase Driveway Movement EB WB NB SB Directions Served LTR LTR L UL Maximum Queue (ft) 55 55 46 50 Average Queue (ft) 28 21 20 14 95th Queue (ft) 52 50 40 43 Link Distance (ft) 244 132 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: William D Tate Ave. & Dwy 2. Quick Trip Driveway Movement EB Directions Served R Maximum Queue (ft) 67 Average Queue (ft) 31 95th Queue (ft) 49 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Dwy 3. QuikTrip Driveway/Office Driveway & Ira E. Woods Ave. Movement EB EB WB NB NB SB SB Directions Served LT TR LT L R L R Maximum Queue (ft) 29 26 166 68 52 49 29 Average Queue (ft) 1 1 46 33 31 2 9 95th Queue (ft) 11 10 135 58 49 19 31 Link Distance (ft) 230 230 303 175 175 39 39 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 06. 2025 Bkgd+Site PM 10/10/2024 06. 2025 Bkgd+Site PM Club Carwash Ira Woods SimTraffic Report Page 2 Intersection: 201: Dwy 3. QuikTrip Driveway & Tunnel Entrance Drive/Dwy 2. Quick Trip Driveway Movement WB NB SB Directions Served LTR LTR LTR Maximum Queue (ft) 29 28 27 Average Queue (ft) 1 5 1 95th Queue (ft) 11 22 10 Link Distance (ft) 257 39 175 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0