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HomeMy WebLinkAboutItem 03 - Sewell Cadillac EV TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER ERICA MARONIC, DIRECTOR, PLANNING SERVICES MEETING DATE: DECEMBER 17, 2024 SUBJECT: PLANNING SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU24- 47; SEWELL CADILLAC EV APPLICANT: Albert Alvarez – M. Arthur Gensler and Associates PROPERTY LOCATION AND SIZE: The subject property is located at 1001 East State Highway 114 and is platted as Block 1, Lot 2R-1A, Wallcon Addition. The addition contains 16.88 acres and has approximately 812 feet of frontage along Minter’s Chapel Road and approximately 1,182 feet of frontage along East State Highway 114. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved site plan CU02-52 (Ord. 2002-98) for an automotive dealership with sales and service of new and used vehicles and two pole signs. This request is specifically to add three Level 3 electric vehicle (EV) charging stations to the site. On January 16, 2024, the City Council approved amendment AM23-02 (Ord. 2024-006) to establish new definitions, permit electric vehicle (EV) charging stations as a conditional use, and create specific standards for these charging stations. On August 20, 2024, the City Council approved amendment AM23-02A (Ord. 2024-072), which allows exceptions for Level 1 and Level 2 EV charging stations on properties with valid conditional use permits for automobile sales and service and for retail establishments that repair new and used vehicles. In this proposal, the applicant seeks to install three Level 3 EV charging stations on the site. Two of these will be positioned to the west of Building 3, while one will be located to the east of Building 3. The two EV chargers to the west will have a capacity of 30 kW and will stand approximately 4 feet 7 inches tall. The EV charger located to the east of Building 3 will have a capacity of 60 kW and will be approximately 6 feet tall. All proposed EV chargers will be situated in the existing landscape islands adjacent to current parking spaces. There is currently one Level 2 EV charger on site, located to the east of Building 3. Emergency shutoff boxes (Knox boxes) will be installed in close proximity to both charging station locations. All use-specific standards in Subsection 42. I. Electric vehicle (EV) charging stations, are being met. PRESENT ZONING AND USE: The property is zoned “PCD”, Planned Commerce Development District and is an automobile dealership. HISTORY OF TRACT AND SURROUNDING AREA: The subject site was zoned “I-1”, Light Industrial District prior to the 1984 City-wide Rezoning at which time the subject site was rezoned to “PCD”, Planned Commerce Development District.  On December 17, 2002, City Council approved CU02-52 (Ord. 2002-98) for an automotive dealership with sales and service of new and use vehicles and two pole signs.  On June 25, 2003, the Site Plan Review Committee (SPRC) approved CU03-20 reconfiguration of the site plan relative to the changing of phase lines between Phase I and 2 of the proposed Cadillac/Saab dealership and a future dealership, relocation of the westernmost drive along the State Highway 114 further east to comply with TXDOT requirements and also relocate the northernmost drive along Minters Chapel Road to improve internal circulation.  On April 28, 2004, SPRC approved CU04-16 to enlarge the approve pole sign from 20 feet to 29 feet and to change the security fence material located at the northern and eastern property lines from wrought-iron to chain link.  On December 17, 2008, SPRC approved CU08-32 to allow a 1,700 square foot expansion to the detail shop. The building permit was never issued and CU08-32 expired.  On July 6, 2011, SPRC approved CU11-16 to allow a 1,700 square foot expansion to the detail shop, a 3,200 square foot covered parking structure and two awnings attached to the north and east elevations of the existing building.  On November 7, 2012, SPRC approved CU12-40 to allow a 2,232 square foot 2 CU24-47.4 covered parking structure to the site.  On February 3, 2022, SPRC approved CU22-09 to allow a 4,654 square foot expansion for offices and a showroom. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: “CC”, Community Commercial District – Mercedes-Benz Grapevine SOUTH: DFW Airport Property EAST: DFW Airport Property WEST: “PCD”, Planning Commerce Development District – Park Place Lexus Grapevine AIRPORT IMPACT: The subject tract is located within “Zone B” Middle Zone of Effect as defined on the “Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs” Map. In “Zone B” the following uses may be considered only if sound treatment is included in building design: multifamily apartments, motels, office buildings, movie theaters, restaurants, and personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant’s proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: Map 2: Land Use Plan of the Comprehensive Master Plan designates the subject property as Commercial (CO) land use. The request is compliant with the Master Plan. THOROUGHFARE PLAN APPLICATION: The City of Grapevine’s Thoroughfare Plan designates Minter’s Chapel Road as a Type E, Collector that requires a minimum 75-foot right-of-way. The City of Grapevine’s Thoroughfare Plan does not designate East State Highway 114. /ng 3 CU24-47.4 20.632 @ .596 AC 1.90 @ 1 E STATE HWY 114 TR 1A 1R1 1R2 .8938 @ 2ADFW IND PARK PH 5 9087H TR 2 25.745 @ .23 AC TR 1B MI N T E R ' S C H A P E L R D 25.455 AC PARK PLACE MERCE D E S ADDN 31635A 1 1A 14.853 @ 1RA 16.885 @ 2R-1A WALLC O N ADDN 44915 1 PARK PLACE LEXUS ADDN 31635B TR 2D6 TE X A N T R A I L R D CC PCD LI LI CU24-47; Sewell Cadillac EV 1001 East State Highway 114 0 150 300 450 600 Feet ² Date Prepared: 12/2/2024 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 1 Albert Alvarez From:Sree Ravipati <sravipati@kfm-llc.com> Sent:Monday, November 4, 2024 2:02 PM To:Albert Alvarez Subject:FW: Sewell Cadillac Grapevine - Transformer Load Confirmation Albert, Please find below the email from Oncor. Hope this helps! Sree Ravipati EIT 3501 Olympus Blvd., Suite 100 Dallas, TX 75019 O: 469 899 0536 C: 817 412 9146 TBPE Reg. F-20821 From: Folger, Ryan <Ryan.Folger@oncor.com> Sent: Monday, November 4, 2024 1:58 PM To: Sree Ravipati <sravipati@kfm-llc.com> Cc: Mitch Hesse <mhesse@kfm-llc.com>; Robert Fanning <rfanning@kfm-llc.com> Subject: RE: Sewell Cadillac Grapevine - Transformer Load Confirmation To whom it may concern: I’ve confirmed that the 1000 KVA transformer on site will be sufficient to accommodate your added load of 118KW. No new power poles or overhead transformers will serve this site and all Electrical connections will be made int the existing pad mounted transformer. Service will be underground. Ryan Folger Oncor | Design Supervisor Tel: 469-984-0396 From: Sree Ravipati <sravipati@kfm-llc.com> Sent: Monday, November 4, 2024 1:18 PM To: Folger, Ryan <Ryan.Folger@oncor.com> Cc: Mitch Hesse <mhesse@kfm-llc.com>; Robert Fanning <rfanning@kfm-llc.com> Subject: RE: Sewell Cadillac Grapevine - Transformer Load Confirmation 2 WARNING: This email message did not originate from Oncor and is from an external organization. DO NOT CLICK links or attachments unless you recognize the sender and are certain the content is safe. Ryan, City of Grapevine needs the following verbiage confirmed by Oncor on the new EV stations. Can you please add this to your email and we will forward it to the City. “no new power poles or overhead transformers will serve the subject site, and electrical connections will be placed underground.” Sree Ravipati EIT 3501 Olympus Blvd., Suite 100 Dallas, TX 75019 O: 469 899 0536 C: 817 412 9146 TBPE Reg. F-20821 From: Sree Ravipati Sent: Thursday, October 31, 2024 9:53 AM To: Folger, Ryan <Ryan.Folger@oncor.com>; Robert Fanning <rfanning@kfm-llc.com> Cc: Mitch Hesse <mhesse@kfm-llc.com> Subject: RE: Sewell Cadillac Grapevine - Transformer Load Confirmation Thank you, Ryan! Sree Ravipati EIT 3501 Olympus Blvd., Suite 100 Dallas, TX 75019 O: 469 899 0536 C: 817 412 9146 TBPE Reg. F-20821 3 From: Folger, Ryan <Ryan.Folger@oncor.com> Sent: Thursday, October 31, 2024 9:50 AM To: Robert Fanning <rfanning@kfm-llc.com> Cc: Mitch Hesse <mhesse@kfm-llc.com>; Sree Ravipati <sravipati@kfm-llc.com> Subject: RE: Sewell Cadillac Grapevine - Transformer Load Confirmation Robert, thank you for this info. I’ve confirmed that the 1000 KVA transformer on site will be sufficient to accommodate your added load of 118KW. Ryan Folger Oncor | Design Supervisor Tel: 469-984-0396 From: Robert Fanning <rfanning@kfm-llc.com> Sent: Thursday, October 31, 2024 9:45 AM To: Folger, Ryan <Ryan.Folger@oncor.com> Cc: Mitch Hesse <mhesse@kfm-llc.com>; Sree Ravipati <sravipati@kfm-llc.com> Subject: Sewell Cadillac Grapevine - Transformer Load Confirmation WARNING: This email message did not originate from Oncor and is from an external organization. DO NOT CLICK links or attachments unless you recognize the sender and are certain the content is safe. Ryan, Thank you for taking the time to speak with me this morning. I have obtained the ESID # for the transformer below: 10443720009646279 We are looking to receive confirmation that this existing transformer can handle the additional load from the EV charges we are proposing. I have attached the load form on this email. If anything else is needed on our end, please let me know. Thanks, Robert Fanning EIT III 4 3501 Olympus Blvd, Suite 100 Dallas, TX 75019 www.kfm-llc.com O:469-899-0536 Z: 469-899-0411 M: 713-416-7770 TBPE Firm Reg. F-20821 Confidentiality Notice: This email message, including any attachments, contains or may contain confidential information intended only for the addressee. If you are not an intended recipient of this message, be advised that any reading, dissemination, forwarding, printing, copying or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notify the sender immediately by reply message and delete this email message and any attachments from your system. This email has been scanned for spam and viruses by Proofpoint Essentials. Click here to report this email as spam. Confidentiality Notice: This email message, including any attachments, contains or may contain confidential information intended only for the addressee. If you are not an intended recipient of this message, be advised that any reading, dissemination, forwarding, printing, copying or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notify the sender immediately by reply message and delete this email message and any attachments from your system. This email has been scanned for spam and viruses by Proofpoint Essentials. Click here to report this email as spam. ORDINANCE NO. 2024-106 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU24-47 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORDINANCE NO. 2002- 98) FOR AN AUTOMOTIVE DEALERSHIP WITH SALES AND SERVICE OF NEW AND USED VEHICLES AND TWO POLE SIGNS, SPECIFICALLY TO ADD THREE LEVEL 3 ELECTRIC VEHICLE (EV) CHARGING STATIONS TO THE SITE FOR BLOCK 1, LOT 2R-1A, WALLCON ADDITION (1001 EAST STATE HIGHWAY 114) IN A DISTRICT ZONED “PCD, PLANNED COMMERCE DEVELOPMENT 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; 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 Ordinance No. 2024-106 2 CU24-47 the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. 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 CU24-47 to amend the previously approved site plan CU02-52 (Ordinance No. 2002-98) for an automotive dealership with sales and service of new and used vehicles and two pole signs, specifically to add three Level 3 electric vehicle (EV) charging stations to the site in a district zoned “PCD”, Planned Commerce Development District within the following described property: Block 1, Lot 2R-1A, Wallcon Addition (1001 East State Highway 114) 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. Ordinance No. 2024-106 3 CU24-47 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. 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 17th day of December, 2024. APPROVED: ________________________________ William D. Tate Mayor ATTEST: _________________________________ Tara Brooks City Secretary APPROVED AS TO FORM: _________________________________ Matthew C.G. Boyle City Attorney Ordinance No. 2024-106 4 CU24-47 FE FE FE FEFE FE FE FE FE FE FE FE BUILDING 1 EXISTING BMW NEW SALES/SERVICE/ PARKING STRUCTURE BUILDING 2 EXISTING BMW CPO MI N T E R S C H A P E L R D E S T A T E H W Y 1 1 4 TE X A N T R A I L BUILDING 4 EXISTING SERVICE/PARKING STRUCTURE BUILDING 3 EXISTING CADILLAC NEW SALES/SERVICE 01 02 03 04 06 07 05 08 04 05 07 04 08 08 08 09 13 14 15 01 08 10 25 37 25 25 37 25 20 02 25 20 21 42 34 47 18 31 41 45 28 31 41 25 37 25 25 31 25 08 40 46 01 32 03 25 08 19 19 08 18 08 27 25 23 31 29 18 19 22 47 20 20 19 38 35 08 44 32 17 21 16 03 01 10 18 05 20 05 05 47 36 03 01 10 08 18 10 08 47 16 43 35 47 47 18 16 35 TO PROPERTY LINE 229' - 9" 13 04 074848 48 49 ________________01 A1-05 ________________04 A1-05 12 0 ' - 8 1 / 4 " E E 50 50 20 24 8 8 8 8 53 4 11 5 1212 14 2 5 6 18 9 16 12 7 9 5 4 5 6 11 2 12 5 6 19 15 6 5 5 5 5 11 911 4 4 5 5 3 3 2 2 9 555555 10 10 14 66 11 11 3 11 11 16 8 8 2 DETAIL BAYS VACUUM BAYS 18 18 18 18 18 18 18 18 18 18 18 24' - 0" 18 25 ' - 0 " 25 ' - 0 " 35 ' - 0 " 25 ' - 0 " 35' - 0" 2 5 ' - 0 " 26' - 0" 25 ' - 0 " 28' - 0" 24' - 0" 25' - 0" 25' - 0" 25 ' - 0 " V A R I A B L E W I D T H R .O .W . A S S H O W N I N P L A N O F P R O P O S E D R I G H T O F W A Y P R O J E C T F O R S T A T E H I G H W A Y 1 1 4 D A T E D A P R I L 1 9 8 5 72 ' R . O . W . A S S H O W N I N I N S T . # D 2 1 6 2 2 8 7 8 3 . O . P . R . T . C .T . DFW AIRPORT S H 114 I- 6 3 5SH 121SH 1 2 1 NORTHWEST HWY SITE SH 114 T E X A N T R A I L IN T E R N A T I O N A L P K W Y G R A P E VIN E LA K E 0'25'50' 100' SCALE: 1" = 50'-0" 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE: 214.273.1500 © 2021 Gensler Scale Description Project Number Project Name Case Name: Sewell Cadillac Level 3 EV Charger Case Number: CU24-47 Location: 1001 East State Highway 114 Mayor Secretary Date Date PLANNING SERVICES DEPARTMENT Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services Seal/Signature As indicated BIM 360://027.7928.000 - Sewell Cadillac Grapevine Renovation/Sewell Cadillac Grapevine Renovation_R20.rvt A1-01 DIMENSIONAL CONTROL SITE PLAN 27.7928.000 Sewell Grapevine Cadillac Renovation 1001 E State HWY 114, Grapevine, TX 76051 Sewell Grapevine Cadillac Renovation SCALE:1" = 50'-0" DIMENSIONAL CONTROL SITE PLAN1 SHEET NOTESGENERAL NOTES CALCULATIONS VICINITY MAP SITE INFORMATION TOTAL LOT AREA: 16.89 ACRES / 735,590 SF MIN LANDSCAPED AREA: 20% OF TOTAL LOT AREA 0.2 X 735,590 SF = 147,118 SF TOTAL LANDSCAPED AREA: 151,057 SF TOTAL PAVED AREA:504,381 SF TOTAL BUILDING FOOTPRINT EXISTING:148,979 SF PARKING STRUCTURE:35,092 SF (APPROVED UNDER PREVIOUS CUP) OFFICE/SERVICE:44,556 SF (APPROVED UNDER PREVIOUS CUP) NEW:1,163 SF (INCLUDES REMOVED AREA) TOTAL:229,790 SF TOTAL IMPERVIOUS AREA:584,533 SF MAX IMPERVIOUS AREA:80% OF TOTAL LOT AREA 0.8 X 735,590 SF = 588,472 SF TOTAL BUILDING AREA:734,362 SF FLOOR AREA RATIO:TOTAL BLDG AREA / TOTAL LOT AREA 734,362 / 735,590 = .998 CIRCULATION ELEMENTS: PEDESTRIAN:29,909 SF VEHICULAR:329,351 SF BUILDING 1 (EXISTING BUILDING) HEIGHT IN STORIES : 4 HEIGHT IN FEET : 66 FT TOTAL BUILDING FOOTPRINT : 94,344 SF TOTAL BUILDING AREA : 280,324 SF BUILDING 2 (EXISTING BUILDING) HEIGHT IN STORIES : 1 HEIGHT IN FEET : 19 FT TOTAL BUILDING FOOTPRINT : 10,018 SF TOTAL BUILDING AREA : 10,018 SF BUILDING 3 (EXISTING BUILDING WITH NEW ADDITION) HEIGHT IN STORIES : 1 HEIGHT IN FEET : 28FT EXISTING BUILDING FOOTPRINT : 44,617 SF EXISTING BUILDING AREA : 44,617 SF EXISTING BUILDING FOOTPRINT REMOVED: 130 SF EXISTING BUILDING AREA REMOVED: 130 SF BUILDING ADDITION FOOTPRINT: 1,293 SF BUILDING ADDITION AREA: 1,293 SF TOTAL BUILDING FOOTPRINT & AREA AFTER ADDITION: 45,780 SF PARKING CALCULATIONS PARKING RATIO: 1 SPACE / 2,000 SF OF SITE AREA LOT AREA: 735,590 SF MINIMUM PARKING REQUIREMENT : 735,590/2,000 = 368 SPACES PARKING PROPOSED (INCL EXISTING TO REMAIN): EMPLOYEE / SERVICE CENTER SPACES = 491 CUSTOMER SPACES = 108 SUBTOTAL PARKING = 599 INVENTORY VEHICLE SPACES (ON SURFACE AND IN STRUCTURE) = 1374 TOTAL VEHICLE SPACES = (1374+599) = 1973 NO DEDICATED EV PARKING SPACES ACCESSIBLE PARKING REQ'D ACCESSIBLE PARKING SPACES FOR 368 PARKING SPACES = 10 ACCESSIBLE PARKING SPACE PROVIDED (INCL EXISTING)= 19 PREVIOUSLY APPROVED PARKING STRUCTURE HEIGHT IN STORIES : 5 HEIGHT IN FEET : 67 FT TOTAL BUILDING FOOTPRINT : 79,648 SF TOTAL BUILDING AREA : 398,240 SF A UNO, UNDIMENSIONED RADII OF CURBS ARE 2'-0" B UNO, DIMENSIONS ARE TO THE FACE OF CURB C BARBED WIRE FENCING IS NOT PERMITTED D ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION F ROOFTOP MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW 45 EXISTING 8 FT TALL ROD IRON MANUAL SWING GATE 46 30' IMAGINARY LOT LINE 47 EXISTING HANDICAP ACCESSIBLE STALL 48 PROPOSED LEVEL 3 EV CHARGER 49 EXISTING LEVEL 2 EV CHARGER 50 PROPOSED KNOX REMOTE POWER BOX 31 DASHED LINE INDICATES OVERHEAD FOOTPRINT OF PARKING STRUCTURE 32 EXISTING 8 FT TALL CHAIN LINK FENCE TO REMAIN 34 RELOCATED EXISTING ELECTRICAL TRANSFORMER 35 EXISTING SIGNAGE 36 EXISTING POLE SIGN 37 STORM INLET, SEE CIVIL DRAWINGS 38 EXISTING ELEVATED VEHICLE DISPLAY 40 VACUUM EQUIPMENT 41 EXISTING 8 FT TALL WROUGHT IRON SECURITY FENCING TO MATCH EXISTING SITE FENCING 42 EASEMENT FOR ELECTRICAL TRANSFORMERS 43 EXISTING BIKE RACK 44 EXISTING DUMPSTER ENCLOSURE 16 EXISTING SECURITY GATE 17 EXISTING 8 FT TALL CHAIN LINK MANUAL SWING GATE 18 EXISTING FIRE LANE 19 EXISTING FIRE HYDRANT TO REMAIN 20 EXISTING OVERHEAD ELECTRICAL LINE AND POLE 21 EXISTING ELECTRICAL TRANSFORMER 22 EXISTING TRASH COMPACTOR 23 EXISTING FUEL TANK 25 EXISTING LIGHT POLE FIXTURE, NOT TO EXCEED 30 FT HIGH 27 RE: CIVIL DRAWINGS FOR WATER METER 28 EXISTING KNOX BOX FOR SWING GATE 29 RE-USE EXISTING MOTORIZED GATE 01 PROPERTY LINE 02 10 FT WIDE UTILITY EASEMENT 03 BUILDING 25 FT SETBACK LINE 04 NEW CURB AND LANDSCAPING 05 EXISTING SITE LIGHTING 06 NEW HANDICAP ACCESSIBLE PARKING STALL 07 NEW SIDEWALK 08 EXISTING CURB AND LANDSCAPING 09 NEW PAVERS 10 EXISTING SIDEWALK 13 HATCHED AREA REPRESENTS EXISTING SQUARE FOOTAGE TO BE REMOVED (484 SF) 14 NEW EASED CURB 15 NEW RIVER ROCK 1 of 6 E THE PURPOSE OF CU24-47 IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORD. 2002-98) SPECIFICALLY TO ADD THREE LEVEL 3 EV CHARGING STATIONS TO THE EXISTING DEALERSHIP FOR AUTOMOBILE INVENTORY PURPOSES. E E Issue #Issue Date Issue Description A 02/28/2022 CUP REVISION #1 D 10/03/2022 CUP REVISION #2 E 11/04/2024 CUP REVISION #3 DIMENSONAL CONTROL SITE PLAN FOR SEWELL CADILLAC RENOVATION 2R-1 BLOCK 1 WALLCON ADDITION CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 16.885 ACRES ZONE:PCD/CC DATE OF PREPARATION: NOVEMBER 04, 2024 11/21/2024 PROPERTY LINE 90' - 11 1/8" KNOX REMOTE POWER BOX 30' - 0" BLINK 9030 EV CHARGERS 20' - 0" BUILDING 44' - 3 3/4" FI R E L A N E IN V E N T O R Y PA R K I N G MI N T E R ' S C H A P E L R O A D 10' - 1 1/2" BU I L D I N G S E T B A C K EA S E M E N T 10' - 0" 15' - 0" A1-05 02 A1-05 03 PROPOSED NEW BLINK 30kW 9030 LEVEL 3 EV CHARGER PROPOSED KNOX REMOTE POWER BOX EQ E Q EQ E Q 24' - 0" 4' - 7 1 / 4 " KNOX REMOTE POWER BOX 30' - 0" PROPOSED KNOX REMOTE POWER BOX BLINK 9030 EV CHARGERS 20' - 0" PROPOSED NEW BLINK 30kW 9030 LEVEL 3 EV CHARGER PROPOSED NEW BLINK 30kW 9030 LEVEL 3 EV CHARGER BUILDING 44' - 3 3/4" 3' - 6 " 1 ' - 6 " 1 ' - 0 " SIGN W/ 2" LETTERS 2' - 0" SURFACE MOUNTED KNOX REMOTE POWER BOX FOR BOTH L3 CHARGERS 12X4X1/4 STL. TUBE W/ WELDED CLOSURE AT TOP, SET IN 24" DIA. X 3'-0" DEEP CONCRETE PIER. EQ EQ 6' - 0 " 22' - 1" 32' - 5 3/4" A1-0505 EXISTING LEVEL 2 EV CHARGER FI R E L A N E 30 ' - 0 " 30 ' - 0 " PROPOSED NEW BLINK 60KW DC LEVEL 3 EV CHARGER PROPOSED KNOX REMOTE POWER BOX 26' - 0" 6' - 1 3 / 8 " 30' - 0"30' - 0" ________________03 A1-05 PROPOSED NEW BLINK 60KW DC LEVEL 3 EV CHARGER EXISTING LEVEL 2 EV CHARGER PROPOSED KNOX REMOTE POWER BOX 0'25'50'5'15' SCALE: 3/32" = 1'-0" 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE: 214.273.1500 © 2021 Gensler Scale Description Project Number Project Name Case Name: Sewell Cadillac Level 3 EV Charger Case Number: CU24-47 Location: 1001 East State Highway 114 Mayor Secretary Date Date PLANNING SERVICES DEPARTMENT Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services Seal/Signature As indicated BIM 360://027.7928.000 - Sewell Cadillac Grapevine Renovation/Sewell Cadillac Grapevine Renovation_R20.rvt A1-05 EV CHARGERS 27.7928.000 Sewell Grapevine Cadillac Renovation 1001 E State HWY 114, Grapevine, TX 76051 Sewell Grapevine Cadillac Renovation SCALE:3/32" = 1'-0" ENLARGED PLAN AT WEST EV CHARGERS01 SCALE:3/32" = 1'-0" ELEVATION AT WEST EV CHARGERS02 SCALE:1/2" = 1'-0" KNOX REMOTE POWER BOX03 SCALE:3/32" = 1'-0" ENLARGED PLAN AT EAST EV CHARGERS04 SCALE:3/32" = 1'-0" ELEVATION AT EAST EV CHARGERS05 31.80" 24.70" 37.40" 55.25" 26.38" 29.53" 73.43" PROPOSED NEW BLINK 60KW DC LEVEL 3 EV CHARGER OVERALL DIMENSIONS (L x D x H) 29.53" x 22.24" x 73.43" PROPOSED NEW BLINK 30kW 9030 LEVEL 3 EV CHARGER OVERALL DIMENSIONS : (L x D x H) 31.80" x 14.4" x 55.25" 40.00" ETHE PURPOSE OF CU24-47 IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORD. 2002-98) SPECIFICALLY TO ADD THREE LEVEL 3 EV CHARGING STATIONS TO THE EXISTING DEALERSHIP FOR AUTOMOBILE INVENTORY PURPOSES. E Issue #Issue Date Issue Description E 11/04/2024 CUP REVISION #3 EV CHARGERS FOR SEWELL CADILLAC RENOVATION 2R-1 BLOCK 1 WALLCON ADDITION CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 16.885 ACRES ZONE:PCD/CC DATE OF PREPARATION: NOVEMBER 04, 2024 2 of 6 11/21/2024 2 5 ' B U I L D I N G L I N E ICV COCO ICV ICV ICV ICV ICV ICV GI TOP=600.3' G A S G ICV ICV ICV U C ICV ICVICV EAVE UV UC ICVICV 25' BUILD I N G L I N E UT UT UT G G G G G G G G G G G G G G G G G G G G OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W S 0 0 ° 1 3 ' 5 3 " E 81 2 . 0 6 ' N 76°38'4 3 " E 378.96' S 5 0 ° 4 0 ' 1 2 " E 2 9 . 2 2 ' Δ = 3°05'10" R = 1770.86' L = 95.38' CB = N 78°02'00" E CD = 95.37' N 76°38'4 3 " E 378.96' CO CO GI WESTBO U N D S E R V I C E R O A D STATE H I G H W A Y 1 1 4 MI N T E R ' S C H A P E L R O A D VAN 28' 8 8 8 8 9 24 ' F I R E L A N E 244.4' 8.7' 18 ' 24 ' 18 ' 8' 18 ' 24 ' 8. 6 ' 9' 9' R7 0 ' R 5 0 ' 24' FIRE L A N E 6 26 ' F I R E L A N E SA W C U T L I M I T S SAWCUT LIM I T S SAWCUT LIMITS SAWCUT LIMITS SAWCUT LIMITS 28 6 . 2 ' PROP. ADA SIGNAGE. REFER TO ARCHITECTURAL SHEET A0.30 FOR DETAILS. 18 ' PROP. 5' SIDEWALK PROP. 5' SI D E W A L K PROP. L/S PROP. L/S PROP. L/S PROP. BARRIER FREE RAMP. REFER TO SHEET C2.90 FOR DETAILS. 15.2' PROPOSED EASED CURB. REFER TO ARCHITECTURAL SHEET A0.30 FOR DETAILS. PROP. BARRIER FREE RAMP. REFER TO ARCHITECTURAL SHEET A0.30 FOR DETAILS PROP. LIGHT POLE (TYP.) EX. LIGHT POLE (TYP) 5' 24 ' 5. 2 ' 144.6' 9'9'9' 5' 24 ' 49.9' 19 ' 5' 1 8 ' R 2 0 ' 26.5' PROPOSED PAVERS. REFER TO LANDSCAPE SHEETS L2.00 FOR DETAILS.PROPOSED PAVERS. REFER TO LANDSCAPE SHEETS L2.00 FOR DETAILS. 5' 11.8' PROPOSED 2- BLINK 30KW 9030 LEVEL 3 EV CHARGERS EXISTING LEVEL 2 EV CHARGER PROPOSED KNOX REMOTE POWER BOX PROPOSED BLINK 60KW DC LEVEL 3 EV CHARGER PROPOSED KNOX REMOTE POWER BOX BUILDING 3 EXISTING CADILLAC NEW SALES/ SERVICE 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 BENCHMARKS 1. BM#1: MAG NAIL WITH A WASHER STAMPED "JPH BENCHMARK" SET AT THE NORTHWEST CORNER OF A STORM DRAIN INLET ON THE WEST SIDE OF MINTER'S CHAPEL ROAD, BEING LOCATED APPROXIMATELY 680' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION = 596.62' VERTICAL DATUM: NAVD88 2. BM#2: STORM DRAIN INLET RIM LOCATED ON THE EAST SIDE OF MINTERS CHAPEL ROAD, BEING LOCATED APPROXIMATELY 468' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION =597.8' VERTICAL DATUM: NAVD88 !CAUTION! CONTRACTOR TO CONTACT THE TEXAS ONE-CALL SYSTEM (1-800-245-4545 ) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. KFM IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THE LOCATION SHOWN ON THE PLANS THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE:214.273.1500 © Scale Description Project Number Project Name Case Name: Sewell Grapevine Level 3 EV Charger Case Number: CU24-47 Location: 1001 East State Highway 114 Mayor Secretary Date Date PLANNING SERVICES DEPARTMENT Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services Seal/Signature As indicated 27.7827.000 Sewell Grapevine Cadillac Renovation Issue #Issue Date Issue Description E 11/04/24 1001 E State HWY 114, Grapevine, TX 76051 Sewell Grapevine Cadillac Renovation CUP REVISION #3 DIMENSIONAL CONTROL NOTES N 1.GENERAL CONSTRUCTION NOTES: REFER TO SHEET C0.03 FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2.SURVEYING: ALL SURVEYING REQUIRED FOR CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE DEVELOPER SHALL PROVIDE THE PROPERTY CORNERS AND TWO BENCHMARKS FOR USE AS HORIZONTAL AND VERTICAL DATUM. THE CONTRACTOR SHALL EMPLOY A REGISTERED PROFESSIONAL LAND SURVEYOR TO PERFORM ALL ADDITIONAL SURVEY, LAYOUT AND MEASUREMENT WORK NECESSARY FOR THE COMPLETION OF THE PROJECT. 3.PROTECTION OF PROPERTY CORNERS AND BENCHMARKS: THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS AND BENCHMARKS, AND WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF BEING DISTURBED, THEY SHALL BE PROPERLY REFERENCED AND IF DISTURBED, SHALL BE RESET BY A REGISTERED PUBLIC SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 4.DIMENSIONAL CONTROL: ALL PAVING DIMENSIONS AND COORDINATES SHOWN ARE TO FACE OF CURB WHERE APPLICABLE. ALL DIMENSIONS SHOWN AT PL CURB POINTS ARE AT THE INTERSECTION OF THE FACE OF CURB. 5.CURB RADII: ALL CURB RADII SHALL BE 3 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED. 6.BUILDING DIMENSIONS: CONTRACTOR SHALL REFER TO BUILDING PLANS FOR ACTUAL BUILDING DIMENSIONS. THE DIMENSIONS AND CORNERS SHOWN ARE TO FACE OF OUTSIDE WALLS OF BUILDING. 7.TOPOGRAPHIC BOUNDARY SURVEY: SURVEY INCLUDES PROPERTY LINE, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY: JPH LAND SURVEYING, INC. 785 LONESOME DOVE TRAIL HURST, TEXAS 76054 CONTACT: JEWEL CHADD PHONE: (817) 431-4971 EMAIL: JEWEL@JPHLS.COM 8.ACCESSIBLE PARKING: ACCESSIBLE PARKING AREAS SHALL BE CONSTRUCTED PER CITY STANDARDS AND SHALL COMPLY WITH REQUIREMENTS OF THE CURRENT ADOPTED INTERNATIONAL BUILDING CODE. 9.FIRE LANE: FIRE LANES SHALL BE CONSTRUCTED AND MARKED PER CITY STANDARDS REFERENCE SITE PLAN DETAILS. 10.SIGNS: CONTRACTOR TO PROVIDE ACCESSIBLE PARKING SIGNS AND POLES. SITE PLAN LEGEND EXISTING FIRE LANE L/S PROPOSED LANDSCAPE AREA BARRIER FREE RAMP BOLLARD ACCESSIBLE PARKING SIGN EXISTING LIGHT 0 15 30 60 SCALE 1" = 30' C2.00 LAYOUT & DIMENSIONAL CONTROL PLAN E E E "THE PURPOSE OF CU24-47 IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORD. 2002-98) SPECIFICALLY TO ADD THREE LEVEL 3 EV CHARGING STATIONS TO THE EXISTING DEALERSHIP FOR AUTOMOBILE INVENTORY PURPOSES." E LAYOUT & DIMENSONAL CONTROL SITE PLAN FOR SEWELL CADILLAC RENOVATION 2R-1 BLOCK 1 WALLCON ADDITION CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 16.885 ACRES ZONE:PCD/CC DATE OF PREPARATION: NOVEMBER 04, 2024 11/21/24 3 OF 6 0 15 30 60 SCALE 1" = 30' GRADING LEGEND PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR SWALE HIGH POINT GRADE BREAK FLOW DIRECTION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION STORM DRAIN CURB INLET XX X XXX ..> HP TC11.11 GT11.11 EX. 11.11 GRADING NOTES 1.UNDISTURBED AREAS: PRIOR TO GRADING, BRUSH REMOVAL, OR SITE CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE DEVELOPER AND/OR ENGINEER AT THE SITE TO ASCERTAIN THE AREAS OF THE PROJECT SITE THAT ARE TO BE PROTECTED AND PRESERVED. REFER TO THE "GENERAL TREE PROTECTION NOTES" FOR ALL CONSTRUCTION IN THE VICINITY OF EXISTING TREES. 2.TESTING: ALL EARTHWORK OPERATIONS SHALL BE OBSERVED AND TESTED ON A CONTINUING BASIS BY THE GEOTECHNICAL ENGINEER FOR CONFORMANCE WITH THE REQUIREMENTS SET FORTH IN THE GEOTECHNICAL STUDY PREPARED BY TERRACON, 94215211 DATED, AUGUST 03, 2021, WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS. 3.STRIPPING AND DEBRIS REMOVAL: THE BUILDING PAD SITES, AREAS TO BE PAVED, AND ALL AREAS THAT ARE TO RECEIVE FILL MATERIAL SHALL BE STRIPPED OF VEGETATION, TREES, ROOTS, STUMPS, DEBRIS, AND OTHER ORGANIC MATERIAL. THE DEPTH OF STRIPPING IS ESTIMATED TO BE ON THE ORDER OF 6 INCHES IN ORDER TO REMOVE THE SURFACE SOIL CONTAINING ORGANIC MATERIAL. THE ACTUAL STRIPPING DEPTH SHALL BE BASED ON FIELD OBSERVATIONS. STRIPPED TOPSOIL SHALL BE STOCKPILED IN A LOCATION ON-SITE APPROVED BY THE DEVELOPER. ALL TREES, INCLUDING STUMPS AND ROOT SYSTEMS, VEGETATION, DEBRIS AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OFF-SITE. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A DISPOSAL SITE. ALL COSTS ASSOCIATED WITH DISPOSAL OF MATERIAL SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 4.BURNING: BURNING SHALL NOT BE PERMITTED ON THE PROJECT SITE UNLESS APPROVED IN WRITING BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. 5.PROOF ROLLING: UPON COMPLETION OF STRIPPING OPERATIONS, AND PRIOR TO PLACEMENT OF ANY FILL MATERIALS, THE STRIPPED AREAS SHOULD BE OBSERVED TO DETERMINE IF ADDITIONAL EXCAVATION IS REQUIRED TO REMOVE WEAK OR OTHERWISE OBJECTIONABLE MATERIALS THAT WOULD ADVERSELY AFFECT THE FILL PLACEMENT. THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. SOFT OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. PROOF ROLLING SHOULD BE PERFORMED USING A HEAVY PNEUMATIC TIRE ROLLER, LOADED DUMP TRUCK, OR SIMILAR PIECE OF EQUIPMENT WEIGHING 25 TONS. THE PROOF ROLLING OPERATIONS SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. 6.UNSTABLE MATERIAL: WHEN CLAY OR OTHER UNSTABLE MATERIAL IS PRESENT IN AREAS OF PROPOSED BUILDING PADS OR PAVED AREAS, THE GEOTECHNICAL ENGINEER SHALL OBSERVE THE STABILITY OF ANY EXISTING CLAY OR WEATHERED MATERIAL THAT IS PRESENT IN THE SUBBASE, AND SHALL DETERMINE WHETHER ADDITIONAL EXCAVATION OF THESE MATERIALS WILL BE REQUIRED. IF THIS MATERIAL IS DEEMED SUITABLE FOR SUBBASE MATERIAL, THE SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF SIX INCHES, ITS MOISTURE CONTENT ADJUSTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER, AND THEN RE-COMPACTED TO AT LEAST 95% OF THE OPTIMUM DENSITY DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D - 698 PRIOR TO PLACEMENT OF FILL MATERIALS. 7.CONTROLLED FILL: ALL SOILS USED FOR CONTROLLED FILL SHOULD BE FREE OF ROOTS, VEGETATION, AND OTHER DELETERIOUS OR UNDESIRABLE MATTER. ROCKS LESS THAN 4 INCHES IN LARGEST DIMENSION WITHIN 15 INCHES OF PROPOSED SUBGRADE ELEVATION, LESS THAN 6 INCHES IN SIZE FROM 15 INCHES TO 36 INCHES OF PROPOSED SUBGRADE ELEVATION, LESS THAN 12 INCHES IN SIZE FROM 36 INCHES TO 72 INCHES OF PROPOSED SUB GRADE ELEVATION, AND LESS THAN 18 INCHES IN LARGEST DIMENSION FOR FILLS IN EXCESS OF 72 INCHES FROM SUBGRADE ELEVATION, WILL BE ALLOWED AS ACCEPTABLE FILL MATERIAL. ROCK FILLS SHOULD BE SUPPLEMENTED WITH A SUFFICIENT AMOUNT OF FINE MATERIAL TO PREVENT VOIDS. SOILS IMPORTED FROM OFF-SITE FOR USE AS FILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHOULD BE PLACED IN LEVEL, UNIFORM LIFTS, WITH EACH LIFT COMPACTED TO THE MINIMUM DRY DENSITY WITHIN THE COMPACTION SOIL MOISTURE RANGES RECOMMENDED. THE LOOSE LIFT THICKNESS SHOULD NOT EXCEED 8 INCHES. EACH LAYER SHOULD BE PROPERLY PLACED, MIXED, SPREAD, AND COMPACTED TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D 698. 8.PROPOSED GRADES: THE PROPOSED CONTOURS INDICATED ON THE GRADING PLAN ARE FINISHED GRADES AND ARE SHOWN AT ONE-FOOT INTERVALS. SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVEMENT, UNLESS NOTED OTHERWISE. 9.BUILDING ENTRANCE GRADES: REFER TO THE BUILDING PLANS FOR DETAILED SPOT GRADING AT THE BUILDING ENTRANCE AREAS. THE CONTRACTOR SHALL COMPLY WITH ALL ADA AND LOCAL STATE GOVERNING AUTHORITY STANDARDS FOR REQUIREMENTS REGARDING MAXIMUM SLOPES FOR HANDICAP PARKING AREAS, SIDEWALKS, ACCESS RAMPS AND ACCESSIBLE ROUTES. 10.LANDSCAPE AREAS: ALL LANDSCAPE AREAS AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF THE PROPERTY NOT DESIGNATED TO BE PAVED SHALL RECEIVE 6 INCHES OF TOPSOIL. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS AND/OR LANDSCAPE PLANS FOR LIMITS OF TOPSOIL PLACEMENT. 11.UNCLASSIFIED EXCAVATION: ALL UNCLASSIFIED EXCAVATION, INCLUDING, BUT NOT LIMITED TO, CUT & FILL, HAUL IN, HAUL OFF ASSOCIATED WITH CONSTRUCTION OF PAVEMENT TO FINAL GRADE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. p: \ 0 1 0 0 0 9 \ 0 0 9 \ c a d \ s h e e t \ 0 1 0 0 0 9 0 0 9 _ g r d 0 1 _ s h o w r o o m . d w g -sr e e -11 / 2 0 / 2 0 2 4 6 : 0 4 P M N C3.10 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 BENCHMARKS 1. BM#1: MAG NAIL WITH A WASHER STAMPED "JPH BENCHMARK" SET AT THE NORTHWEST CORNER OF A STORM DRAIN INLET ON THE WEST SIDE OF MINTER'S CHAPEL ROAD, BEING LOCATED APPROXIMATELY 680' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION = 596.62' VERTICAL DATUM: NAVD88 2. BM#2: STORM DRAIN INLET RIM LOCATED ON THE EAST SIDE OF MINTERS CHAPEL ROAD, BEING LOCATED APPROXIMATELY 468' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION =597.8' VERTICAL DATUM: NAVD88 !CAUTION! CONTRACTOR TO CONTACT THE TEXAS ONE-CALL SYSTEM (1-800-245-4545 ) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. KFM IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THE LOCATION SHOWN ON THE PLANS THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE:214.273.1500 © Scale Description Project Number Project Name Case Name: Sewell Grapevine Level 3 EV Charger Case Number: CU24-47 Location: 1001 East State Highway 114 Mayor Secretary Date Date PLANNING SERVICES DEPARTMENT Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services Seal/Signature As indicated 27.7827.000 Sewell Grapevine Cadillac Renovation Issue #Issue Date Issue Description E 11/04/24 1001 E State HWY 114, Grapevine, TX 76051 Sewell Grapevine Cadillac Renovation CUP REVISION #3 E GRADING PLAN E E E "THE PURPOSE OF CU24-47 IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORD. 2002-98) SPECIFICALLY TO ADD THREE LEVEL 3 EV CHARGING STATIONS TO THE EXISTING DEALERSHIP FOR AUTOMOBILE INVENTORY PURPOSES." E GRADING PLAN FOR SEWELL CADILLAC RENOVATION 2R-1 BLOCK 1 WALLCON ADDITION CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 16.885 ACRES ZONE:PCD/CC DATE OF PREPARATION: NOVEMBER 04, 2024 25 ' B U I L D I N G L I N E COCO GI TOP=600.3' G A S G U C EAVE UV UC 25' BUILD I N G L I N E UT UT UT UT UT UT UT S 0 0 ° 1 3 ' 5 3 " E 81 2 . 0 6 ' N 76°38'4 3 " E 378.96' S 5 0 ° 4 0 ' 1 2 " E 2 9 . 2 2 ' Δ = 3°05'10" R = 1770.86' L = 95.38' CB = N 78°02'00" E CD = 95.37' N 76°38'4 3 " E 378.96' CO GI WESTBO U N D S E R V I C E R O A D STATE H I G H W A Y 1 1 4 MI N T E R ' S C H A P E L R O A D VAN TC 02.32 G 02.32 TC 02.73 G 02.23 TC 02.38 G 01.88 TC 01.28 G 00.78 TC 01.34 G 00.84 TC 01.16 G 00.66 TC 01.25 G 00.75 TC 02.80 G 02.80TC 01.25 G 00.75 TC 01.53 G 01.03 TC 01.50 G 01.00 TC 01.90 G 01.40 TC 01.64 G 01.14 TC 01.55 G 01.05 02.82 03.00 FFE 603.10 01.74 TC 02.55 G 02.05 MATCH EXISTING 600.41± MATCH EXISTING 600.66± TC 601.06± GT 600.66± MATCH EXISTING 600.82± MATCH EXISTING 601.11± MATCH EXISTING 598.41± MATCH EXISTING 598.63± MATCH EXISTING 599.02± MATCH EXISTING 598.86± MATCH EXISTING 599.22± MATCH EXISTING 599.21± 02.86 02.90 03.00 03.00 03.00 03.00 02.60 02.60 02.43 02.00 02.60 01.80 02.48 TOP OF GRATE = 02.00 TOP OF GRATE = 02.00 TC 02.59 G 02.09 TC 02.73 G 02.23 02.66 TOP OF GRATE = 02.00 TOP OF GRATE = 02.00 TOP OF GRATE = 02.00 MATCH EXISTING 598.13± 02.88 02.88 TC 02.80 G 02.55 TC 01.50 G 01.00 TC 02.80 G 02.55 TC 01.74 G 01.24 TC 01.65 G 01.15 02.58 02.8302.55 02.55 TC 03.00 G 03.00 02.92 TC 02.92 G 02.82 TC 02.69 G 02.54 TC 02.59 G 02.33 TC 02.72 G 02.22 MATCH EXISTING 601.62± MATCH EXISTING 601.78± MATCH EXISTING 602.06± 02.07 602.05± 602.07± 602.08±602.10± 602.45±602.36± 602.40± 602.42± 02.98 01.60 01.61 02.97 TC 03.13 G 02.63 02.90 02.60 02.82 02.84 602 60 1 60 0 59 9 60 0 6 0 2 6 0 3 602 6 0 0 5 9 9 59 9 600 601 60 2 602 6 0 1 6 0 1 6 0 2 600 601 602 11/21/24 BUILDING 3 EXISTING CADILLAC NEW SALES/ SERVICE 4 OF 6 P: \ 0 1 0 0 0 9 \ 0 0 9 \ c a d \ s h e e t \ 0 1 0 0 0 9 0 0 9 _ p a v 0 1 _ s h o w r o o m -sr e e -11 / 2 0 / 2 0 2 4 6 : 1 4 P M 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 BENCHMARKS 1. BM#1: MAG NAIL WITH A WASHER STAMPED "JPH BENCHMARK" SET AT THE NORTHWEST CORNER OF A STORM DRAIN INLET ON THE WEST SIDE OF MINTER'S CHAPEL ROAD, BEING LOCATED APPROXIMATELY 680' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION = 596.62' VERTICAL DATUM: NAVD88 2. BM#2: STORM DRAIN INLET RIM LOCATED ON THE EAST SIDE OF MINTERS CHAPEL ROAD, BEING LOCATED APPROXIMATELY 468' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION =597.8' VERTICAL DATUM: NAVD88 !CAUTION! CONTRACTOR TO CONTACT THE TEXAS ONE-CALL SYSTEM (1-800-245-4545 ) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. KFM IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THE LOCATION SHOWN ON THE PLANS THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE:214.273.1500 © Scale Description Project Number Project Name Case Name: Sewell Grapevine Level 3 EV Charger Case Number: CU24-47 Location: 1001 East State Highway 114 Mayor Secretary Date Date PLANNING SERVICES DEPARTMENT Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services Seal/Signature As indicated 27.7827.000 Sewell Grapevine Cadillac Renovation Issue #Issue Date Issue Description E 11/04/24 1001 E State HWY 114, Grapevine, TX 76051 Sewell Grapevine Cadillac Renovation CUP REVISION #3 PAVEMENT JOINTING NOTES 1.PAVEMENT JOINT LAYOUT: CONTROL JOINTS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 12 FEET O.C.E.W. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 60 FEET. LEVEL UP SAND COURSE WILL NOT BE ALLOWED. IF A PROPOSED PAVEMENT JOINT LAYOUT PLAN HAS BEEN PROVIDED BY THE ENGINEER, THE CONTRACTOR SHALL IMPLEMENT THAT PLAN OR PROVIDE AN ALTERNATE JOINT LAYOUT TO THE ENGINEER FOR REVIEW. IF A PAVEMENT JOINT LAYOUT PLAN HAS NOT BEEN PROVIDED, THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARATION OF THE PLAN AND SUBMITTAL TO THE ENGINEER FOR REVIEW. THE CONTRACTORS' JOINT LAYOUT PLAN SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW A MINIMUM OF 2 WEEKS PRIOR TO BEGINNING PAVING CONSTRUCTION. 2.SAW CUTTING: SAW CUTTING SHALL BE DONE WITHIN EIGHT HOURS OF POUR OR AS SOON AS CONCRETE CAN SUPPORT WEIGHT. THE CONTRACTOR SHALL MARK JOINT LOCATIONS AT THE CENTERLINE OF THE DOWEL LENGTH DURING HIS PAVING OPERATIONS. ALL SAWED JOINTS ARE TO BE TRUE IN ALIGNMENT AND SHALL CONTINUE THROUGH THE CURB. RADIAL JOINTS SHALL BE NO SHORTER THAN 18 INCHES. 3.JOINT SEALING: ALL CONSTRUCTION & CONTROL JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, DIRT, DUST, SCALE, CURING COMPOUND AND CONCRETE, BLOWN DRY AND IMMEDIATELY SEALED. JOINT SEALING MATERIAL SHALL BE HOT POURED RUBBER SEALANT OR AN APPROVED EQUAL. SPECIFICATIONS TO BE SUBMITTED TO ENGINEER PRIOR TO PLACEMENT. 4.ODD SHAPED PANELS: ODD SHAPED PANELS SHALL BE REINFORCED WITH #3 BARS AT 18 INCHES O.C.E.W. AN ODD SHAPED PANEL IS CONSIDERED TO BE ONE IN WHICH THE SLAB TAPERS TO A SHARP ANGLE WHEN THE LENGTH TO WIDTH RATIO EXCEEDS 3 TO 1 OR WHEN A SLAB IS NEITHER SQUARE NOR RECTANGULAR. 5.EXPANSION JOINTS: THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOCKOUT IN THE CONCRETE PAVING. PAVING LEGEND SAWCUT LIMITS EXISTING CONCRETE PAVEMENT W/ ASPHALT OVERLAY SIDEWALK 4" 3,500 PSI REINFORCED CONCRETE PAVEMENT (MINIMUM 3%-6.5% ENTRAINED AIR) W/ #3 BARS @ 18" O.C.E.W. ON 6" COMPACTED SUBGRADE AT A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) WITHIN -1 TO +3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT. CONCRETE PAVEMENT W/ ASPHALT OVERLAY 2" TYPE "D" HMAC TOP LAYER ON 7" 3,500 psi CONCRETE PVMT. BASE W/ 4.5%±1.5% AIR ENTRAINMENT W/#3 BARS @ 18" O.C.E.W ON 6" COMPACTED SUBGRADE TO 95% AT -1% TO +3% OF OPTIMUM MOISTURE CONTENT. (ASTM D 698) CONCRETE PAVEMENT 7" 3,500 PSI CONCRETE PVMT. W/ 4.5% ±1.5% AIR ENTRAINMENT W/ #3 BARS @18" O.C.E.W ON 6" COMPACTED SUBGRADE TO 95% AT -1% TO +3% OF OPTIMUM MOISTURE CONTENT. (ASTM D 698) N 0 15 30 60 SCALE 1" = 30' NOTE: PAVING SECTIONS SHALL MATCH EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF DISCREPANCY BETWEEN PAVEMENT SECTIONS UPON REMOVAL OF EXISTING PAVEMENT. E E C7.00 PAVING PLAN "THE PURPOSE OF CU24-47 IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORD. 2002-98) SPECIFICALLY TO ADD THREE LEVEL 3 EV CHARGING STATIONS TO THE EXISTING DEALERSHIP FOR AUTOMOBILE INVENTORY PURPOSES." E PAVING PLAN FOR SEWELL CADILLAC RENOVATION 2R-1 BLOCK 1 WALLCON ADDITION CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 16.885 ACRES ZONE:PCD/CC DATE OF PREPARATION: NOVEMBER 04, 2024 E E 2 5 ' B U I L D I N G L I N E ICV COCO ICV ICV ICV ICV ICV ICV GI TOP=600.3' G A S G ICV ICV ICV U C ICV ICVICV EAVE UV UC ICVICV 25' BUILD I N G L I N E UT UT UT OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W S 0 0 ° 1 3 ' 5 3 " E 81 2 . 0 6 ' N 76°38'4 3 " E 378.96' S 5 0 ° 4 0 ' 1 2 " E 2 9 . 2 2 ' Δ = 3°05'10" R = 1770.86' L = 95.38' CB = N 78°02'00" E CD = 95.37' N 76°38'4 3 " E 378.96' CO CO GI WESTBO U N D S E R V I C E R O A D STATE H I G H W A Y 1 1 4 MI N T E R ' S C H A P E L R O A D PROPOSED EASED CURB. REFER TO ARCHITECTURAL SHEET A0.30 FOR DETAILS. PROPOSED PAVERS. REFER TO LANDSCAPE SHEETS L2.00 FOR DETAILS.PROPOSED PAVERS. REFER TO LANDSCAPE SHEETS L2.00 FOR DETAILS. 11/21/24 BUILDING 3 EXISTING CADILLAC NEW SALES/ SERVICE 5 OF 6 EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T S0 0 ° 1 3 ' 5 3 " E - 8 1 2 . 0 6 ' 25 ' B U I L D I N G L I N E EXISTING SEWELL BMW DEALERSHIP 10' WATER ESMT INST. NO. D216228783, O.P.R.T.C.T. 10' WATER ESMT INST. NO. D216228783, O.P.R.T.C.T. ICV COCO ICV ICV ICV ICVICV ICV GI TOP=600.3' G A S ICV ICVICV U C ICV ICVICV EAVE UV UC ICVICV 25' BUILD I N G L I N E 25' BUI L D I N G L I N E G G G G G W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' EX. 24" R C P EX. 24" R C P EX. 24" RC P EX. 18" RC P G G G G G G G G G G G G G G G G G G EX. 24" RC P UE UE UE UE OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OHW OHW OH W OH W OH W OHW OHW N 0 0 ° 1 9 ' 1 2 " W 17 7 . 6 7 ' S 0 0 ° 1 3 ' 5 3 " E 81 2 . 0 6 ' N 76°38'4 3 " E 378.96' N 0 0 ° 1 9 ' 1 2 " W 17 7 . 6 7 ' N89° 31' 03"W - 1098.03' S 5 0 ° 4 0 ' 1 2 " E 2 9 . 2 2 ' Δ = 3°05'10" R = 1770.86' L = 95.38' CB = N 78°02'00" E CD = 95.37' N 76°38'4 3 " E 378.96' Δ = 12°20'26" R = 1317.40' L = 283.74' CB = N 51°57'39" E CD = 283.19' N 0 0 ° 1 9 ' 2 8 " W 19 9 . 3 9 ' Δ = 18°25'16" R = 1317.40' L = 423.55' CB = N 67°20'29" E CD = 421.73' VAN T VA N 10' SANITARY SEWER ESMT VOI. 13870, PG. 287 D.R.T.C.T. 10' UTILITY ESMT INST. NO. D204157331, O.P.R.T.C.T. 25 ' B U I L D I N G L I N E LOT 1, BLOCK 1 PARK PLACE MERCEDES ADDITION INST. NO. D210099132 O.P.R.T.C.T. LOT 2R, BLOCK 1 WALLCON ADDITION CAB. A, SL. 9232 P.R.T.C.T. W8 ' ' W8 ' ' W 8 ' ' W8 ' ' W 8 ' ' W8 ' ' W8 ' ' W8 ' ' W8 ' ' W8''W8''W8''W8''W8'' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' EX. 1 8 " R C P EX. 45" RCP EX. 27" RCP EX. 45" RCP E X . 1 8 " R C P EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T W6 ' ' W6 ' ' TBM MNS 596.62' CO CO COCOCO COCO IR5 YC STANTECH IR5 STANTECH YC WWMH WWMH GT GT WESTBO U N D S E R V I C E R O A D STATE H I G H W A Y 1 1 4 MI N T E R ' S C H A P E L R O A D LO O P 3 8 2 TE X A N T R A I L R O A D WEST B O U N D S E R V I C E R O A D STA T E H I G H W A Y 1 1 4 MI N T E R S C H A P E L R O A D EXISTING FENCE EXISTING LANDSCAPE EXISTING FENCE EXISTING LANDSCAPE EX I S T I N G L A N D S C A P E EX I S T I N G L A N D S C A P E EXIS T I N G L A N D S C A P E EXISTIN G L A N D S C A P E EXISTIN G L A N D S C A P E T T VAN EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T S0 0 ° 1 3 ' 5 3 " E - 8 1 2 . 0 6 ' EXISTING SEWELL BMW DEALERSHIP ICV COCO ICV ICV ICV ICVICV ICV GI TOP=600.3' G A S ICV ICVICV ICV ICVICV EAVE ICVICV G G G G G W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' EX. 24" R C P EX. 24" R C P EX. 24" RC P EX. 18" RC P G G G G G G G G G G G G G G G G G G EX. 24" RC P UE UE UE UE OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OHW OHW OH W OH W OH W OHW OHW N 0 0 ° 1 9 ' 1 2 " W 17 7 . 6 7 ' S 0 0 ° 1 3 ' 5 3 " E 81 2 . 0 6 ' N 76°38'4 3 " E 378.96' N 0 0 ° 1 9 ' 1 2 " W 17 7 . 6 7 ' N89° 31' 03"W - 1098.03' S 5 0 ° 4 0 ' 1 2 " E 2 9 . 2 2 ' Δ = 3°05'10" R = 1770.86' L = 95.38' CB = N 78°02'00" E CD = 95.37' N 76°38'4 3 " E 378.96' Δ = 12°20'26" R = 1317.40' L = 283.74' CB = N 51°57'39" E CD = 283.19' N 0 0 ° 1 9 ' 2 8 " W 19 9 . 3 9 ' Δ = 18°25'16" R = 1317.40' L = 423.55' CB = N 67°20'29" E CD = 421.73' VAN T VA N LOT 1, BLOCK 1 PARK PLACE MERCEDES ADDITION INST. NO. D210099132 O.P.R.T.C.T. LOT 2R, BLOCK 1 WALLCON ADDITION CAB. A, SL. 9232 P.R.T.C.T. W8 ' ' W8 ' ' W 8 ' ' W8 ' ' W 8 ' ' W8 ' ' W8 ' ' W8 ' ' W8 ' ' W8''W8''W8''W8''W8'' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' W1 2 ' ' EX. 1 8 " R C P EX. 45" RCP EX. 27" RCP EX. 45" RCP E X . 1 8 " R C P EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T EX . 1 0 ' x 5 ' B O X C U L V E R T W6 ' ' W6 ' ' TBM MNS 596.62' CO CO COCOCO COCO IR5 YC STANTECH IR5 STANTECH YC WWMH WWMH GT GT WESTBO U N D S E R V I C E R O A D STATE H I G H W A Y 1 1 4 MI N T E R ' S C H A P E L R O A D LO O P 3 8 2 TE X A N T R A I L R O A D WEST B O U N D S E R V I C E R O A D STA T E H I G H W A Y 1 1 4 MI N T E R S C H A P E L R O A D EXISTING PARKING EX I S T I N G P A R K I N G EXISTING BERMUDA SOD EXISTING BERMUDA SOD 10414 10412 10413 10415 EXISTING PLANT MATERIAL EX. PARKING LOT ISLAND TO REMAIN EX. PARKING LOT ISLAND TO REMAIN EX. BERMUDA SOD TO REMAIN EX. BERMUDA SOD TO REMAIN PROPOSED EXPANSION OF SHOWROOM EXISTING LIVE OAK, REMAIN PROPOSED CONCRETE WALK EXISTING BLDG EXISTING BLDG EXISTING LIVE OAK, REMAIN WING WALL REF. ARCH DWGS PROPOSED RIVER ROCK AREA EX. TREE TO REMAIN EX. ORNAMENTAL TREE TO REMAIN PROPOSED TREE EXISTING LEVEL 2 EV CHARGER PROPOSED 2 - BLINK 30KW 9030 LEVEL 3 EV CHARGERS PROPOSED KNOX REMOTE POWER BOX PROPOSED REMOTE KNOX POWER BOX PROPOSED LEVEL 3 DC EV CHARGER p: \ 0 1 0 0 0 9 \ 0 0 9 \ c a d \ s h e e t \ 0 1 0 0 0 9 0 0 9 _ l a p 0 1 _ s h o w r o o m _ c u p _ 3 . d w g -ck e n n e d y -11 / 2 1 / 2 0 2 4 1 0 : 0 2 A M LANDSCAPE NOTES: 1) Contractor is responsible for verifying all plant and plant bed material quantities 2)All planting beds, mulch beds or fields of aggregate will have benda board edging when abutting adjacent turf grass areas 3) Planting beds will have 3" of native mulch unless plan calls out otherwise 4) All preserved areas to be restored with bermuda seed if disturbed. 5) All landscape areas to have soil amendments as specified in planting details EXISTING TREES symbol EXISTING SHRUBS symbol existing tree to be preserved existing ornamental tree existing shrub EXISTING GROUNDCOVER symbol Existing low groundcover existing evergreen shrub 1.Plant materials used in conformance with the provisions of this Ordinance shall conform to the standards of the American Standard For Nursery Stock, or equal thereto. Grass seed, sod and other material shall be clean and reasonably free of weeds and noxious pests and insects. 2. Trees referred to in this Section shall be of a species common to this area of Texas and shall have an average spread of crown of greater than fifteen (15) feet at maturity. Trees having a lesser average mature crown of fifteen (15) feet may be substituted by grouping the same so as to create the equivalent of a fifteen (15) feet crown of spread. Trees shall be of a minimum of three (3) caliper inches when measured six (6) inches above ground, and shall be selected from the list of approved trees, maintained by the Director of Development Services as approved by the Planning and Zoning Commission. 3.Shrubs shall be a minimum of two (2) feet in height when measured immediately after planting. Hedges, where installed, shall be planted and maintained so as to form a continuous, unbroken, solid, visual screen which will be three (3) feet high within one (1) year after time of planting. 4.Vines shall be a minimum of two (2) feet in height immediately after planting and may be used in conjunction with fences, screens, or walls to meet screening requirements as specified. 5.Ground covers used in lieu of grass in whole and in part shall be planted in such a manner as to present a finished appearance and reasonably complete coverage within one year of planting. 6.Grass areas may be sodded, plugged, sprigged or seeded except that solid sod shall be used in swales, berms, or other areas subject to erosion. 7.Any trees preserved on a site meeting the herein specifications shall be credited toward meeting the tree requirement of any landscaping provision of this Section. Trees of exceptional quality due to size, large canopy cover, trunk diameter, rareness, age or species may, at the discretion of the Director, be credited as two (2) trees for the herein minimum requirements. CITY OF GRAPEVINE LANDSCAPE NOTES X X X X 10'-0" MAXIMUM DRIPLINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) RADIUS - 1 FOOT PER INCH OF TRUNK DIAMETER MINIMUM 8' RADIUS 6' - 0 " PLAN CRITICAL ROOT ZONE DRIPLINE TREE PROTECTION FENCE 20'-0" (20" DIA. TREE) TP tree protection fencing proposed tree symbol proposed groundcover symbol Root ball surface shall be positioned to be one - quarter above finished grade. Loosened soil. Dig and turn thesoil to reduce compaction to thearea and depth shown. Trunk caliper shall be minimum size as listed in proposed plant schedule 3x widest dimension of root ball. Bottom of root ball rests on existing or recompacted soil. Existing site soil added to create a smooth transition from the top of the raised root ball to the finished grade at a 15% max. slope. SECTION VIEW Existing soil. Original grade. Central leader not to be pruned or injured Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Notes: 1- Trees shall be of quality prescribed in proposed planting schedule 2- See specifications for further requirements related to this detail. 3" layer of mulch or decomposed granite per plan No more than 1" on top of root ball. (See specifications for mulch). Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Filter fabric should be placed between all decomposed granite and modified soil . Remove existing turf, thatch, groundcover, plants, or weeds. Finished grade. 6" Existing soil. Till top 6" of soil. E Q . EQ. Notes: 1)See planting legend for species, size, and spacing dimension. 2)Small roots (14" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periphery can be removed at the time of planting. (See root ball shaving container detail). 3)Settle soil around each root ball prior to mulching. PLANSECTION VIEW Varies per plan. Plants to be triangularly spaced. Existing soil. Modified soil. Depth varies. (See specifications for soil modification). 3" thick layer of mulch or decomposed granite per plan 6" m i n . Filter fabric should be placed between decomposed granite and modified soil EXISTING SOIL MODIFICATION FOR PROPOSED PLANTING ZONES TREE PRESERVATION FENCING TREE PLANTING SHRUB AND GROUNDCOVER SPACING Bermuda sod Cynodon dactylon solid sod 1000 SF 6 Live Oak Quercus virginiana 3" caliper, minimum 10' height, full canopy count species specifications INTERIOR LANDSCAPING REQUIRED PROVIDED -10% of gross parking area -1 tree per 400 s.f. of required interior landscape PERIMETER LANDSCAPING -1 tree per 400 s.f. of required interior landscape NON-VEHICULAR OPEN SPACE -1 tree/4,000 s.f. 39,838 100 69 23 56,310 100 69 91,772 / 4,000 sf = 23 trees 23 LANDSCAPE CALCULATIONS PROPOSED PLANT SCHEDULE N 0 30 60 120 SCALE 1" = 60' TOTAL LANDSCAPE AREA 148,082 Existing Sign Existing turf Existing Sign New 8' Tall Wrought Iron Fence Existing 8' Tall Chain Link Fence Proposed Gate Existing Gate Existing Gate Existing Gate BUILDING 1 EXISTING BMW NEW SALES/SERVICE/PARKING STRUCTURE BUILDING 3 EXISTING CADILLAC NEW SALES/SERVICE BUILDING 4 EXISTING SERVICE/PARKING STRUCTURE BUILDING 2 EXISTING BMW CPO Trash Enclosure Existing 8' Tall Chain Link Fence Existing Shrubs to Remain Existing Shrubs to Remain Existing Trees to Remain 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE:214.273.1500 © Scale Description Project Number Project Name Case Name: Sewell Grapevine Level 3 EV Charger Case Number: CU24-47 Location: 1001 East State Highway 114 Mayor Secretary Date Date PLANNING SERVICES DEPARTMENT Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services Seal/Signature As indicated 27.7827.000 Sewell Grapevine Cadillac Renovation Issue #Issue Date Issue Description E 11/04/24 1001 E State HWY 114, Grapevine, TX 76051 Sewell Grapevine Cadillac Renovation CUP REVISION #3 11/04/2024 E . H I LLESSTEL C CT T E SA E ET S T A I REG 93 O F 4 4 ET X A R LDRE CAANDS M EP A CH M T T E YRI Liriope mix Liriope spp.1 gal., ref. details 1000 SF 1 Live Oak Quercus virginiana 3" caliper, minimum 10' height, full canopy E LANDSCAPE PLAN E E E E E THE PURPOSE OF CU24-47 IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU02-52 (ORD. 2002-98) SPECIFICALLY TO ADD THREE LEVEL 3 EV CHARGING STATIONS TO THE EXISTING DEALERSHIP FOR AUTOMOBILE INVENTORY PURPOSES. E LANDSCAPE PLAN FOR SEWELL CADILLAC RENOVATION 2R-1 BLOCK 1 WALLCON ADDITION CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 16.885 ACRES ZONE: PCD/CC DATE OF PREPARATION: NOVEMBER 04, 2024 E 6 OF 6L1.00