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HomeMy WebLinkAboutItem 03 - Club CarwashTO: 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. CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 William 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”, Community Business 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 November 18, 2008, City Council approved CU08-29 (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 building WEST: “CC”, Community Commercial District – City of Grapevine Public CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CFI6075M GRAPE V I N E OFFICEPARKCONDO16072C GRAPE V I N E OFFICEPARK CONDO 1 6 0 7 2 C PREMIE R G R A P E V I N E OFFICE P A R K CONDO32941 C PREMIE R GRAPE V I N E OFFICEPARKCONDO32941C 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 LST CA B E R N E T CT BR I A N A C T IRAE WOOD S AV 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 TATESTREE T PLAZA41407N TOWNECENTE R ADDNN O 2 42403H TOWNECENTE 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 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 ORDINANCE NO. 2024-093 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU24-39 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU07-35 (ORD. 2007-66) FOR A PLANNED COMMERCIAL CENTER SPECIFICALLY TO CONSTRUCT A 5,030 SQUARE FOOT DRIVE-THRU CAR WASH (CLUB CARWASH) WITH FULL-SERVICE AND SELF-SERVICE OPTIONS WITH DUAL LANES, FOR BLOCK 1, LOT 14R- 1R2, TOWNE CENTER ADDITION NO. 2 (901 IRA E. WOODS AVENUE) IN A DISTRICT ZONED “CC”, COMMUNITY COMMERCIAL DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 Ordinance No. 2024-093 2 CU24-39 location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 Ordinance No. 2024-093 3 CU24-39 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit CU24-39 to amend the previously approved site plan for a planned commercial center CU07-35 (Ord. 2007-66), specifically to construct a 5,030 square-foot drive-thru car wash (Club Carwash) with full-service and self-service options with dual lanes in a district zoned “CC”, Community Commercial District within the following described property: Block 1, Lot 14R-1R2, Towne Center Addition No. 2 (901 Ira E. Woods Avenue) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. That the City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 Ordinance No. 2024-093 4 CU24-39 Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 15th day of October, 2024. APPROVED: William D. Tate Mayor ATTEST: Tara Brooks City Secretary APPROVED AS TO FORM: Matthew C.G. Boyle City Attorney CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 C:\Users\sle\Downloads\Agenda Memo 318621.doc MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER MEETING DATE OCTOBER 15, 2024 SUBJECT: FINAL PLAT APPLICATION LOTS 14R-1R1 & 14R-1R2, BLOCK 1, TOWNE CENTER ADDITION NO.2 BEING A REPLAT OF LOT 14R-1, BLOCK 1, TOWNE CENTER ADDITION) PLAT APPLICATION FILING DATE......................................................... October 8, 2024 APPLICANT ........................................................... Clay Christy, Clay Moore Engineering REASON FOR APPLICATION ............................. Subdividing one (1) lot into two (2) lots PROPERTY LOCATION ........................................................... 901 Ira E Woods Avenue ACREAGE ................................................................................................................ 4.812 ZONING .............................................................................. CC: Community Commercial NUMBER OF LOTS .............................................................................................. Two (2) PREVIOUS PLATTING ............................................................................................. 2009 CONCEPT PLAN .......................................................................................................... No SITE PLAN .......................................................................................................... CU24-39 OPEN SPACE REQUIREMENT ................................................................................... No AVIGATION RELEASE ............................................................................................... Yes PUBLIC HEARING REQUIRED .................................................................................. Yes CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 C:\Users\sle\Downloads\Agenda Memo 318621.doc PLAT INFORMATION SHEET FINAL PLAT APPLICATION LOTS 14R-1R1 & 14R-1R2, BLOCK 1, TOWNE CENTER ADDITION NO.2 BEING A REPLAT OF LOT 14R-1, BLOCK 1, TOWNE CENTER ADDITION) I. GENERAL: The applicant, Clay Christy, Clay Moore Engineering replatting 4.812 acres into two (2) lots from one (1) commercial lot. Property is located at 901 Ira E Woods Avenue. II. STREET SYSTEM: The development has access to Ira E. Woods and William D. Tate. Abutting roads: is on the City Thoroughfare Plan: Ira E Woods and William D. Tate Avenues are not on the City Thoroughfare Plan: Curb, Gutter & Sidewalk: Developer required to build curb, gutter and Curb, gutter and sidewalk exist across the frontage of proposed lot 14R-1R2 Periphery Street Fees are due as follows: Type of Roadway Cost / LF Length Cost Major Arterial (A) $ 234.57 / LF Major Arterial (B) $ 178.35 / LF Minor Arterial (C) $ 203.06 / LF Minor Arterial (D) $ 170.33 / LF Collector (E) $ 170.33 / LF Collector (F) $ 150.98 / LF Sidewalk $ 25.00 / LF Curb & Gutter $ 15.00 / LF Periphery Street Fees are not due: CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 C:\Users\sle\Downloads\Agenda Memo 318621.doc III. STORM DRAINAGE SYSTEM: The site drains east into the existing storm system in William D. Tate Avenue. The developer will be required to design for onsite as well as offsite drainage in accordance with the requirements of the City of Grapevine’s Code of Ordinances. IV. WATER SYSTEM: The existing water supply system bordering the subject site is adequate to serve the development. The existing water supply system bordering the subject site is not adequate to serve the development. Additional off site water system improvements will be necessary to loop water service to serve the site. V. SANITARY SEWER SYSTEM: The existing sanitary sewer collection system bordering the subject site is adequate to serve the development. The existing sanitary sewer collection system bordering the subject site is not adequate to serve the development. Owner has submitted construction plans to extend sanitary sewer to this property. VI. MISCELLANEOUS: Water and Wastewater Impact Fees are not required for: Water and Wastewater Impact Fees are due prior to the issuance of building permits for: Lots 14R-1R1 & 14R-1R2, Block 1, Towne Center Addition No.2 Single Family Residential ( $ 2,388/ Lot) Multifamily ( $ 1,049/ Unit) Hotel ( $ 43,606/ Acre) Corporate Office ( $ 20,572/ Acre) Government ( $ 4,426/ Acre) Commercial / Industrial ( $ 5,670/ Acre) CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 C:\Users\sle\Downloads\Agenda Memo 318621.doc Open Space Fees are not required for: Lots 14R-1R1 & 14R-1R2, Block 1, Towne Center Addition No. 2 Open Space Fees are due prior to the preconstruction meeting for public infrastructure improvements for: R-5.0, R-TH, Zero Lot District ( $ 1,416.00 / Lot) R-7.5, Single Family District ( $ 1,146.00 / Lot) R-12.5, Single Family District ( $ 1,071.00 / Lot) R-20.0, Single Family District ( $ 807.00 / Lot) Public Hearing Only Variances were required on the following items: Front & Rear building lines Allowing a setback of 3 feet for the rear property line for an accessory building Lot width & depth; Max. Impervious Area Landscaping Regulations, allowing no landscape buffer between the edge of the parking area and the adjacent property line. The following items associated with this plat are not in accordance with the current subdivision standards: 50’ ROW dedication not met: Length of cul-de-sac street exceeds the 600-foot limit: Driveway Spacing not met. CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 C:\Users\sle\Downloads\Agenda Memo 318621.doc VII. STATEMENT OF FINDINGS: A. The City has determined that the right-of-way and easements required to be dedicated for streets, utilities, drainage, access, sidewalks and other municipal needs and services are consistent with the City's ordinances and master plan, are reasonable and are connected to the proposed project in the following manner: The right-of-way provides for future widening of public streets that will serve the development of this site. The onsite utility easements provide for a utility network to serve the development of this site. The onsite drainage easements provide for a drainage network to serve the development of this site. The onsite access easements provide cross access capabilities to this site and surrounding property. The onsite sidewalk easements provide for a sidewalk network to serve the development of this site. B. The City further finds that the required dedication is related both in nature and extent to the impact of the proposed development as follows: The right-of-way is necessary to provide for future widening of public streets that will serve the development of this site. The onsite utility easements are necessary to provide for a utility system to serve this development and connect to existing utilities on surrounding property. The onsite drainage easements are necessary to provide for storm drainage improvements to serve the development of the site. The onsite access easements are necessary to provide cross access capabilities to this site and surrounding property. The onsite sidewalk easements are necessary to provide for a sidewalk network to serve the development of this site. All of the dedications benefit the development to at least the extent of the impact of such on the development. CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 C:\Users\sle\Downloads\Agenda Memo 318621.doc VIII. RECOMMENDATION: The members of the City Council and The Planning & Zoning Commission consider the following motion: “Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Final Plat of Lots 14R-1R1 and 14R-1R2, Block 1, Towne Center Addition No. 2” CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 15 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 • • 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 • • 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 • • 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 • • 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 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 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9 CC ITEM #3, 27 & 28 PZ ITEM #3, 8 & 9