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Item 03 - Multifamily Mixed Used Development
Z24-03.4 and CU24-17.4 TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER ERICA MAROHNIC, PLANNING SERVICES DIRECTOR MEETING DATE: JULY 16, 2024 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF ZONE CHANGE APPLICATION Z24-03 AND CONDITIONAL USE PERMIT REQUEST CU24-17; TCC GRAPEVINE MILLS MULTIFAMILY, NORTHLAND GRAPEVINE SIGNATURE HOTEL AND CHOP STEAKHOUSE AND BAR RESTAURANT APPLICANT: Kevin Hickman – Trammel Crow Company PROPERTY LOCATION AND SIZE: The subject property is addressed as 2800 and 3421 Grapevine Mills Parkway and is proposed to be platted as Block 1, Lots 2, 3 and 4, Grapevine Mills Wells Addition. The site contains approximately 28.7 acres with approximately 2,039 (1,994) feet of frontage along North Grapevine Mills Boulevard, 771 (847) feet of frontage along Grapevine Mills Parkway, 310 feet of frontage along Stars and Stripes Way and 648 (866) feet of frontage along East Grapevine Mills Circle. REQUESTED ZONE CHANGE AND CONDITIONAL USE PERMIT COMMENTS: The applicant is requesting to rezone 28.7 acres from “HCO”, Hotel Corporate Office District to “CC”, Community Commercial District. The applicant is also requesting a conditional use permit to develop a master site development plan with 296 multifamily units in buildings 2-4 stories in height and to allow the possession, storage, retail sales of on- and off- premise consumption of alcoholic beverages (beer, wine, and mixed beverages) in conjunction with a restaurant, within a six-story hotel with 249 rooms. On February 21, 2017, The City Council approved AM2016-03 (Ord. 2017-012) to establish the Master Site Development Plan which allows the Planning and Zoning Commission and City Council, through the conditional use process, the ability to consider multiple requests through one application on tracts of land five acres in size or larger along with the ability to consider additional uses, including residential uses, without the Z24-03.4 and CU24-17.4 2 need for separate zone change request. Overall, the subject site is a 28.70 acre tract that will be subdivided into two separate lots for the multifamily and hotel portions of the project. The applicant intends to develop 28 multifamily buildings on Lot 2, approximately 18 acres of land. Two points of access along North Grapevine Mills Boulevard are proposed, including shared access between Lots 2 and 3. The City’s trail system and adjacent developments, such as Grapevine Mills Mall can be accessed from the development by internal curvilinear, meandering sidewalks, which connect to perimeter public sidewalks, and interface with two proposed midblock pedestrian crosswalks on East Grapevine Mills Circle and North Grapevine Mills Boulevard. The exterior elevations are a combination of residentially derived styling, pitched roofs, and commercially derived styling, flat roofs. They range from 2 stories and 30 feet to 4 stories, 65 feet, and 5 inches in height. A total of 296 units are proposed with a density of 16.62 units per acre, and 296,548 square feet (25%) of open space. The unit mix is as follows: • Nine (9) efficiency units (630 square feet) • 104 one-bedroom units (750 square feet) • 134 two-bedroom units (1,200 square feet) • 49 three-bedroom units (2,000 square feet) Required parking for the multifamily portion is 592 parking spaces (2 spaces per unit), but the proposal includes 552 (1.80 spaces per unit). An applicant can request to vary from the multifamily parking requirements as part of the conditional use permit. The parking provided are in the following categories: • Surface head-in: 146 spaces • Surface parallel: 54 • One-car garage: 40 spaces • Two-car garage: 312 spaces The parking analysis concludes that, based on the peak parking demand of 1.27 parking spaces (total 376 spaces), the proposed 1.86 parking spaces (total 552 spaces) per dwelling unit (296 dwelling units) is sufficient compared to the City's requirement of 2.0 parking spaces per dwelling unit (total 592 spaces). Signs on the subject site would typically be placed at the entrance of the development, however this is not possible due to an existing 50-foot utility easement at the entrances along North Grapevine Mills Boulevard. Contained within your packet is an affidavit of compliance signed and sealed by the project architect confirming that the project adheres to the Design Standards Manual for Multifamily and Vertical Mixed-Use Development. The project is located within Character District 5, Grapevine Mills North District, as outlined in the design standards. In addition to the proposed multifamily development, the applicant also intends to develop the 5.9-acre Lot 3, with a six-story, 135,735 square foot, 249 room, Northland Grapevine Z24-03.4 and CU24-17.4 3 Signature Hotel that is approximately 77 feet in height. The hotel exterior features two main entries along the north and south building elevations, a 9,451 square foot, 222-seat full-service restaurant (Chop Steakhouse and Bar Restaurant) and warming kitchen, approximately 4,200 square feet of banquet and meeting room space, and an approximate 1,040 square foot full-service indoor exercise facility with fitness equipment and an indoor pool. The proposed restaurant has a dedicated main entrance along the north building elevation and will feature a main dining area, a lounge area with a circle bar, two indoor fire pits, and an indoor patio area. The site requires 312 parking spaces, and 312 parking spaces are proposed. There are two points of access to the hotel lot; one along the southbound lanes of Grapevine Mills Parkway and the other is a shared access within lot 2 along North Grapevine Mills Boulevard. Two monument signs are proposed for the hotel lot; one located at the southeast corner of the site along southbound Grapevine Mills Parkway and the second sign located along an access easement along the south property line. An existing Grapevine Mills Mall sign will remain on the subject site. The sign is located in the northeast corner of the site at the intersection of North Grapevine Mills Boulevard and southbound Grapevine Mills Parkway. Lot 4 is shown in concept only. Any future development proposed for Lot 4 will require a public hearing for consideration by the City Council and the Planning and Zoning Commission. PRESENT ZONING AND USE: The property is currently zoned “HCO”, Hotel Corporate Office and “CC”, Community Commercial District and is currently undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject properties were zoned “C-W”, Commercial Warehouse District and “I-1”, Light Industrial District prior to the 1984 City-wide Rezoning at which time they were rezoned to “HCO”, Hotel Corporate Office and “CC”, Community Commercial District. • On December 21, 1991, City Council approved Z99-20 (Ord. 1999-181) to rezone 7.93 acres from “HCO”, Hotel Corporate Office to “CC”, Community Commercial District to develop a restaurant and convenience retail store. • On July 1, 1996, the Board of Zoning Adjustment approved BZA96-27 special exceptions to reduce the minimum perimeter landscape requirement to 10-feet, exceptions to Section 60, Sign Standards, and a variance to allow the elimination of required trees within the fuel line easement on the subject site. • On February 21, 2017, City Council approved AM2016-03 (Ord. 2017-012) to Z24-03.4 and CU24-17.4 4 establish the Master Site Development Plan which allows the Planning and Zoning Commission and the City Council through the conditional use process the ability to consider multiple requests through one application on tracts of land five acres in size or larger along with the ability to consider additional uses, including residential uses, without the need for separate zone change request. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: “R-MF-2”, Multifamily District, “GU”, Governmental Use District, and “CC”, Community Commercial District – Dane Park Apartments, Terrawood Apartments, Exxon, and Fire Station #5 SOUTH: “HCO”, Hotel Corporate Office District and “CC”, Community Commercial District – Chesapeake Energy, Rooms To Go, and Grapevine Mills Mall EAST: “CC”, Community Commercial District – La-Z-Boy Furniture and Ashley Furniture Store WEST: “R-MF-2”, Multifamily District and “GU”, Governmental Use District – Dane Park Apartments and Cowboys Golf Club AIRPORT IMPACT: The subject tract is located within Aircraft Sound Exposure "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 the building design: multifamily apartments, motels, office buildings, movie theatres, restaurant, 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/Mixed Use (C/MU) land use. The request is compliant with the Master Plan. THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates this portion of North Grapevine Mills Boulevard as a Type B Major Arterial thoroughfare with a minimum 80-foot right-of-way developed as six lanes with a turn lane and designates Grapevine Mills Parkway as a Type A* Major Arterial consult TxDot for right-of-way width. /at/ng JACKS O N ADDN 21347 CIMMA R R O N CROSS I N G 7334H MAGIC MIKES ADDN 24605 GRAPE V I N E FIRE STATIO N N O 5 16061H FARHA T PLAZ A 13572C FARHA T BROTH E R S WEST 13572H FARHA T PLAZA 13572C 32.7401 @ 42.26 @ 0.506 @ 32.7401 @ 5.87 @ 13.883 @ 3.061 @ 5.89 @ 4.228 @ 2.874 @ 4.8114 @ 1 1 1 1 2 1 1 GRA P E V I N E M I L L S C I R C L E (F M 2 4 9 9 ) AN D E R S O N G I B S O N R D STARS A N D S T R I P E S WAY TR 2A1A TR 2A1B TR 5A1 TR 2A1 21R1 1RA 1R1 1 2 AR1 1 104 102 102 100 1R 2A 1A 101 GRAPE V I N E VINEYA R D 16075H 6R 1.2059 @ 3R1 1.284 @ WAGON WHEEL ADDN 44776 1 1 WAGON WHEEL ADDN 44776 MILLS RUN ADDN 26167 MILLSRUNADDN26167 GRAPE V I N E MILLS WELL S 16071M GRAPE V I N E MILLS 16071H GRAPEVINE MILLS BLVD N GR A P E V I N E M I L L S P K W Y 1 HCO MXU GU R-MF R-MF-2 CC GU G R A P E VI N E M I L L S B L V D N GR A P E V I N E M I L L S P K W Y N B GR A P E V I N E M I L L S P K W Y S B W G R A P E V I N E M I L L S C I R E GR A P E V I N E M I L L S C I R FM 2 4 9 9 N B FM 2499 SB Z24-03/ CU24-17; Hotel Multifamily Mixed Use Development 2800 and 3421 Grapevine Mills Parkway 0 150 300 450 600 Feet ² Date Prepared: 7/1/2024 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 PROPERTIES METES AND BOUNDS DESCRIPTION BEING a tract of land situated in the Heirs of James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, being part of Tract M117, conveyed to Total E&P USA Barnett, LLC, by deed recorded in Document No. D216266568 of the Official Public Records, Tarrant County, Texas (OPRTCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod found for the north end of a corner clip being the intersection of the west line of Grapevine Mills Parkway, a variable width public right-of-way (also known as Farm to Market Road 2499), with the south line of Grapevine Mills Boulevard, a variable width public right-of-way (also known as Anderson-Gibson Road); THENCE S 44°28'04" E, 76.38 feet along said corner clip to a 1/2" iron rod with plastic cap found for the south end of said corner clip; THENCE S 01°46'46" W, 771.17 feet along the west line of Grapevine Mills Parkway to a 1/2" iron rod found for the north end of another corner clip being the intersection of Grapevine Mills Parkway with the north line of Stars and Stripes Way, a variable width public right-of-way conveyed to the City of Grapevine, recorded in Volume 12429, Page 2289, and in Volume 12693, Page 305, Deed Records, Tarrant County, Texas (DRTCT); THENCE S 46°46'43" W, 56.57 feet along said corner clip to the south end thereof ; THENCE N 88°13'17" W, 103.41 feet along the north line of Stars and Stripes Way; THENCE continuing along the north line thereof, around a tangent curve to the left having a central angle of 25°25'59", a radius of 340.00 feet, a chord of S 79°03'44" W - 149.69 feet, an arc length of 150.92 feet to a 5/8" iron rod with plastic cap found for the most easterly corner of Lot 1R, Block 1, Grapevine Mills Wells, an addition recorded in Document No. D219025559 OPRTCT; THENCE along the common line of Lot 1R, the following: N 71°09'41" W, 30.00 feet; N 29°25'58" W, 51.19 feet to a 5/8" iron rod with plastic cap found; N 69°49'37" W, 150.57 feet to a 5/8" iron rod with plastic cap found; N 20°11'57" E, 73.93 feet to a 5/8" iron rod with plastic cap found; N 69°48'24" W, 402.16 feet to a 1/2" iron rod with plastic cap found; S 20°30'14" W, 348.36 feet to a 1/2" iron rod found; S 75°11'43" W, 3.68 feet; And S 39°06'20" W, 54.08 feet to the north line of Grapevine Mills Circle, a variable width access easement recorded in Volume 12693, Page 291 DRTCT, and being the same for Lot 1R3, Block 1, Grapevine Mills Addition, recorded in Document No. D207195454 OPRTCT; THENCE along the north line of Grapevine Mills Circle, the following: N 69°52'46" W, 648.84 feet; A tangent curve to the right having a central angle of 08°34'24", a radius of 977.00 feet, a chord of N 65°35'34" W - 146.05 feet, an arc length of 146.19 feet; And N 61°18'22" W, 23.39 feet to the northwest corner of said access easement, being a northwesterly corner of Lot 1R3, and being an easterly corner of another right-of-way dedication to the City of Grapevine, recorded in Volume 12693, Page 305 DRTCT, and being the south end of a corner clip being the intersection of Grapevine Mills Circle with the south line of Grapevine Mills Boulevard; THENCE along said corner clip, around a tangent curve to the right having a central angle of 90°53'48", a radius of 30.00 feet, a chord of N 15°51'28" W - 42.76 feet, an arc length of 47.59 feet to a 1/2" iron rod with plastic cap found; THENCE along the south line of Grapevine Mills Boulevard, the following: A non-tangent curve to the right having a central angle of 29°08'41", a radius of 1458.00 feet, a chord of N 44°09'47" E - 733.67 feet, an arc length of 741.64 feet; A compound curve to the right having a central angle of 30°33'03", a radius of 758.00 feet, a chord of N 74°00'39" E - 399.41 feet, an arc length of 404.18 feet; N 89°17'11" E, 245.23 feet to an "X" found in concrete; S 88°04'28" E, 129.82 feet to a 1/2" iron rod with plastic cap found; S 84°39'55" E, 184.98 feet to a 1/2" iron rod with plastic cap found; And S 88°04'28" E, 288.84 feet to the POINT OF BEGINNING with the subject tract containing 1,250,333 square feet or 28.704 acres of land. March 28, 2024 METES AND BOUNDS DESCRIPTION – LOT 2 BEING a tract of land situated in the Heirs of James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, being part of Tract M117, conveyed to Total E&P USA Barnett, LLC, by deed recorded in Document No. D216266568 of the Official Public Records, Tarrant County, Texas (OPRTCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2” iron rod with plastic cap stamped “SPIARSENG” set on the north line of Grapevine Mills Circle, a variable width access easement recorded in Volume 12693, Page 291 DRTCT, and being the same for Lot 1R3, Block 1, Grapevine Mills Addition, recorded in Document No. D207195454 OPRTCT, also being the southwest corner of Lot 1R, Block 1, Grapevine Mills Wells, an addition recorded in Document No. D219025559 OPRTCT; THENCE along the north line of Grapevine Mills Circle, the following: N 69°52'46" W, 648.84 feet; A tangent curve to the right having a central angle of 08°34'24", a radius of 977.00 feet, a chord of N 65°35'34" W - 146.05 feet, an arc length of 146.19 feet; And N 61°18'22" W, 23.39 feet to the northwest corner of said access easement, being a northwesterly corner of Lot 1R3, and being an easterly corner of another right-of-way dedication to the City of Grapevine, recorded in Volume 12693, Page 305 DRTCT, and being the south end of a corner clip being the intersection of Grapevine Mills Circle with the south line of Grapevine Mills Boulevard; THENCE along said corner clip, around a tangent curve to the right having a central angle of 90°53'48", a radius of 30.00 feet, a chord of N 15°51'28" W - 42.76 feet, an arc length of 47.59 feet to a 1/2" iron rod with plastic cap found; THENCE along the south line of Grapevine Mills Boulevard, the following: A non-tangent curve to the right having a central angle of 29°08'41", a radius of 1458.00 feet, a chord of N 44°09'47" E - 733.67 feet, an arc length of 741.64 feet; A compound curve to the right having a central angle of 30°33'03", a radius of 758.00 feet, a chord of N 74°00'39" E - 399.41 feet, an arc length of 404.18 feet; N 89°17'11" E, 245.23 feet to an "X" found in concrete; S 88°04'28" E, 62.38 feet to a 1/2" iron rod with plastic cap found; THENCE S 00°42'49" E, 101.80 feet; THENCE S 03°41'09" E, 221.84 feet; THENCE S 05°02'57" E, 160.74 feet; THENCE S 04°15'24" W, 18.35 feet; THENCE N 90°00'00" E, 71.02 feet; March 28, 2024 THENCE around a tangent curve to the left having a central angle of 26°08'45", a radius of 181.50 feet, a chord of N 76°55'37" E - 82.11 feet, an arc length of 82.82 feet; THENCE around a reverse curve to the right having a central angle of 12°36'32", a radius of 596.00 feet, a chord of N 70°09'31" E - 130.90 feet, an arc length of 131.16 feet; THENCE S 13°32'13" E, 34.00 feet; THENCE around a non-tangent curve to the left having a central angle of 18°15'22", a radius of 562.00 feet, a chord of S 67°20'06" W - 178.31 feet, an arc length of 179.07 feet; THENCE around a reverse curve to the right having a central angle of 36°03'46", a radius of 204.00 feet, a chord of S 76°14'18" W - 126.29 feet, an arc length of 128.40 feet; THENCE S 04°15'24" W, 137.52 feet to the north line of Lot 1R, Block 1, Grapevine Mills Wells; THENCE along the common line of Lot 1R, the following: N 69°48'24" W, 299.95 feet to a 1/2” iron rod with plastic cap found; S 20°30'14" W, 348.36 feet 1/2” iron rod found; S 75°11'43" W, 3.68 feet; And S 39°06'20" W, 54.08 feet to the POINT OF BEGINNING with the subject tract containing 789,047 square feet or 18.114 acres of land. March 28, 2024 METES AND BOUNDS DESCRIPTION – LOT 3 BEING a tract of land situated in the Heirs of James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, being part of Tract M117, conveyed to Total E&P USA Barnett, LLC, by deed recorded in Document No. D216266568 of the Official Public Records, Tarrant County, Texas (OPRTCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod found for the north end of a corner clip being the intersection of the west line of Grapevine Mills Parkway, a variable width public right-of-way (also known as Farm to Market Road 2499), with the south line of Grapevine Mills Boulevard, a variable width public right-of-way (also known as Anderson-Gibson Road); THENCE S 44°28'04" E, 76.38 feet along said corner clip to a 1/2" iron rod with plastic cap found for the south end of said corner clip; THENCE S 01°46'46" W, 359.62 feet; THENCE N 88°13'14" W, 122.73 feet; THENCE around a tangent curve to the left having a central angle of 15°18'59", a radius of 579.00 feet, a chord of S 84°07'17" W - 154.32 feet, an arc length of 154.78 feet; THENCE N 13°32'13" W, 17.00 feet; THENCE around a non-tangent curve to the left having a central angle of 12°36'32", a radius of 596.00 feet, a chord of S 70°09'31" W - 130.90 feet, an arc length of 131.16 feet; THENCE around a reverse curve to the right having a central angle of 26°08'45", a radius of 181.50 feet, a chord of S 76°55'37" W - 82.11 feet, an arc length of 82.82 feet; THENCE N 90°00'00" W, 71.02 feet; THENCE N 04°15'24" E, 18.35 feet; THENCE N 05°02'57" W, 160.74 feet; THENCE N 03°41'09" W, 221.84 feet; THENCE N 00°42'49" W, 101.80 feet to a point on the south line of Grapevine Mills Boulevard; THENCE along the south line thereof, the following: S 88°04'28" E, 67.44 feet to a 1/2” iron rod with plastic cap found; S 84°39'55" E, 184.98 feet to a 1/2” iron rod with plastic cap found; S 88°04'28" E, 288.84 feet to the POINT OF BEGINNING with the subject tract containing 254,654 square feet or 5.846 acres of land. March 28, 2024 METES AND BOUNDS DESCRIPTION – LOT 4 BEING a tract of land situated in the Heirs of James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, being part of Tract M117, conveyed to Total E&P USA Barnett, LLC, by deed recorded in Document No. D216266568 of the Official Public Records, Tarrant County, Texas (OPRTCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod found for the north end of a corner clip being the intersection of Grapevine Mills Parkway, a variable width public right-of-way (also known as Farm to Market Road 2499), with the north line of Stars and Stripes Way, a variable width public right-of-way conveyed to the City of Grapevine, recorded in Volume 12429, Page 2289, and in Volume 12693, Page 305, Deed Records, Tarrant County, Texas (DRTCT); THENCE S 46°46'43" W, 56.57 feet along said corner clip to the south end thereof; THENCE N 88°13'17" W, 103.41 feet along the north line of Stars and Stripes Way; THENCE continuing along the north line thereof, around a tangent curve to the left having a central angle of 25°25'59", a radius of 340.00 feet, a chord of S 79°03'44" W - 149.69 feet, an arc length of 150.92 feet to a 5/8" iron rod with plastic cap found for the most easterly corner of Lot 1R, Block 1, Grapevine Mills Wells, an addition recorded in Document No. D219025559 OPRTCT; THENCE along the common line of Lot 1R, the following: N 71°09'41" W, 30.00 feet; N 29°25'58" W, 51.19 feet to a 5/8" iron rod with plastic cap found; N 69°49'37" W, 150.57 feet to a 5/8" iron rod with plastic cap found; N 20°11'57" E, 73.93 feet to a 5/8" iron rod with plastic cap found; And N 69°48'24" W, 102.21 feet to a 1/2" iron rod with plastic cap found; THENCE N 04°15'24" E, 137.52 feet; THENCE around a non-tangent curve to the left having a central angle of 36°03'46", a radius of 204.00 feet, a chord of N 76°14'18" E - 126.29 feet, an arc length of 128.40 feet; THENCE around a reverse curve to the right having a central angle of 18°15'22", a radius of 562.00 feet, a chord of N 67°20'06" E - 178.31 feet, an arc length of 179.07 feet; THENCE N 13°32'13" W, 17.00 feet; THENCE around a non-tangent curve to the right having a central angle of 15°18'59", a radius of 579.00 feet, a chord of N 84°07'17" E - 154.32 feet, an arc length of 154.78 feet; THENCE S 88°13'14" E, 122.73 feet to the west line of Grapevine Mills Parkway; THENCE S 01°46'46" W, 411.55 feet along the west line thereof to the POINT OF BEGINNING with the subject tract containing 206,633 square feet or 4.744 acres of land. SECRETARY’S CERTIFICATE SECRETARY’S CERTIFICATE OF TOTALENERGIES E&P USA PROPERTIES, LLC The undersigned, Savannah Brown, hereby certifies that she is the duly appointed and acting Assistant Secretary of TotalEnergies E&P USA Properties, LLC (formerly known as Total E&P USA Real Estate, LLC), a Delaware limited liability company (the “Company”), and that, as such, is authorized to execute and deliver this Secretary’s Certificate on behalf of the Company. She hereby further certifies on behalf of the Company that: 1. Each of the persons named below is a duly appointed and acting officer of the Company (“Authorized Officers”) and holds the office or offices set forth opposite their name as of the date hereof. Name Office Dave Leopold President and Chief Executive Officer James DeLess Vice President and Chief Financial Officer Caleb Francis Chief Operating Officer Brett Austin Vice President, Land 2. The Authorized Officers are authorized and empowered, in the name and on behalf of the Company, to take such actions, to do and perform all such acts and things, and to execute and deliver all such officers’ certificates and such other instruments and documents as he or she may deem appropriate to carry out the business of the Company, subject to such delegation of authority guidelines and other restrictions as may be put in place from time to time by the Company, and that any and all actions taken heretofore and hereafter to accomplish such purposes, all or singular, are hereby approved, ratified, and confirmed. The Authorized Officers are authorized to contractually bind the Company. IN WITNESS WHEREOF, the undersigned has executed this Secretary’s Certificate on behalf of the Company dated effective as of March 27, 2024. TOTALENERGIES E&P USA PROPERTIES, LLC By: Savannah Brown, Assistant Secretary aocupign bnvelope fa: R9aaacC0-32cR-4B12-Aa9B-903RCcAS2920 Delaware The First State Page 1 6156300 8100 Authentication: 204022716 SR# 20213095253 Date: 08-27-21 You may verify this certificate online at corp.delaware.gov/authver.shtml I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF AMENDMENT OF “TOTAL E&P USA REAL ESTATE, LLC”, CHANGING ITS NAME FROM "TOTAL E&P USA REAL ESTATE, LLC" TO "TOTALENERGIES E&P USA PROPERTIES, LLC", FILED IN THIS OFFICE ON THE TWENTY-SIXTH DAY OF AUGUST, A.D. 2021, AT 7:14 O`CLOCK P.M. AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF THE AFORESAID CERTIFICATE OF AMENDMENT IS THE FIRST DAY OF SEPTEMBER, A.D. 2021. Emily Adams 300 N. Field St. Dallas, Texas 75202 214-347-7067 03/14/2024 Erica Marohnic Director of Planning Services City of Grapevine Planning and Zoning Department 200 S Main St. Grapevine, Texas, 76051 Dear Erica, I am writing to formally submit a proposal for a Conditional Use Permit and accompanying Master Site Development Plan for the property located at 2800 Grapevine Mills Parkway, in Grapevine, Texas. This development seeks to transform the designated area into a vibrant mixed- use space that complements the surrounding attractions, including Grapevine Mills mall, Sea Life Grapevine Aquarium, and the newly established immersive art exhibition, Meow Wolf. The proposed project entails the integration of a variety of amenities and living spaces that will enhance the overall value and utility of the property. Specifically, the development plan includes two-story for-rent townhomes, a 3-4 story multi-family complex, two hotels, and a restaurant, all within the Community Commercial (CC) zoning district. In order to streamline the zoning regulations and facilitate cohesive development, we are requesting a rezoning of the entire site to CC. One of the key components of the proposed project is the construction of a six-story hotel, on its own lot, in the Northeast corner of the site. This hotel will feature 249 keys, an indoor pool, gym, restaurant and bar, large banquet space, and meeting rooms. The hotel portion of this project is the specific reason for this Conditional Use Permit proposal. It is worth noting that the proposed height of the hotel exceeds the maximum allowable height under CC zoning regulations. Therefore, we are seeking a variance to accommodate the height of the building, ensuring its compatibility with the surrounding area. Furthermore, while we acknowledge the CC zoning requirement for a side yard to be two times the height of the building when adjacent to a residential area, we want to highlight that the mentioned adjacent residential area is not yet developed and is included in the master site plan. We are requesting a variance due to the difficulty developing around this constraint and meeting the parking requirements. Despite this, we are committed to providing ample green space and distance between lots. Additionally, the type S unit key layout deviates slightly from the minimum square footage requirement per room specified in the CC zoning regulations. We would request a variance to allow this unit type, an approximate 18 SF difference, due to the constraints within the floor plan to include a laundry chute. We are committed to maximizing the efficiency of space utilization while ensuring a comfortable, clean, functional environment for guests and staff. In conclusion, the proposed mixed-use development at 2800 Grapevine Mills Parkway represents a significant opportunity to revitalize the area and create a dynamic destination for residents and visitors alike. We are confident that our vision for the property aligns with the city's goals for growth and economic development. Thank you for your attention to this matter, and we look forward to working collaboratively with the Planning and Zoning Department to bring this project to fruition. Sincerely, Emily Adams 765 Custer Road, Suite 100| Plano, TX 75075 Main 972.422.0077 | www.spiarseng.com TBPE Np. F-2121 | TBPLS No. F-10043100 Page 1 | Preliminary Traffic Assessment Page 1 | Traffic Management Plan July 8, 2024 PARKING ANALYSIS PROJECT: TCC Grapevine Mills PREPARED BY: Hunter W. Lemley, P.E., PTOE FOR USE BY: Trammell Crow Introduction & Project Description Spiars Engineering & Surveying was retained by Trammell Crow to provide a Parking Analysis for the proposed mixed-use development. The proposed development is to be located along Grapevine Mills Parkway (FM 2499) between Grapevine Mills Boulevard N and Grapevine Mills Circle E in Grapevine. For the purposes of this report, the Development is referred to herein as “TCC Grapevine Mills”. A Vicinity Map (Exhibit 1) and a Site Plan (Exhibit 2) are provided on the next page. The Project will consist of a combination of residential, commercial, and hotel uses and is expected to be ready for occupancy in 2026. The site abuts FM 2499, Grapevine Mills Boulevard N, and Star & Stripes Way. Access will be via a single driveway on FM 2499 (Southbound Frontage Road) and two driveways on Grapevine Mills Boulevard N. For purposes of this report, the parking analysis will only include information for the residential portion of the development. The development is proposed to consist of 296 multifamily dwelling units with providing 1.8 parking spaces per dwelling unit (total 552 spaces). Trammell Crow is seeking to amend the City parking requirement for the proposed development with a parking space requirement reduction based on the findings of this analysis. The purpose of the Parking Analysis is to provide a comparison summary of the development’s existing/projected parking demand (actual and/or through research) with the development’s parking requirement to support the parking reduction request. Approval of the parking reduction request is subject to the review of the City of Grapevine staff. In summary, based on the total number of proposed dwelling units, the development’s projected parking peak demand is 1.27 parking spaces per dwelling unit (total 376 spaces) while the required as determined by the City is 2.0 parking spaces per dwelling unit (total 592 spaces). In conclusion, the analysis presented below shows that the proposed rate of 1.86 parking spaces per unit (total 552 spaces) to be installed for the development would be sufficient for the projected demand of 1.27 parking spaces per unit to be utilized for the development. NOTE: Previous zoning requirement consisted of 1.4 parking spaces per dwelling unit. 28.704 Acres ( 1,250,333 Sq. Ft.) SD S N W E LOCATION MAP CONCEPT SITE PLAN TCC GRAPEVINE MILLS LOTS 2-4, BLOCK 1 , GRAPEVINE MILLS WELLS ADDITION 1,250,333 Sq. Ft./28.704 Acres HEIRS OF JAMES GIBSON SURVEY ~ ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC with CUP April 2024 PURPOSE STATEMENT EXHIBIT 2 - SITE PLAN July 8, 2024 Page 4 | Traffic Management Plan Parking Code Requirement Current off-street parking requirements for the City of Grapevine are outlined in the City’s Zoning Ordinance Section 56. Off-Street Parking Requirements dated January 16th, 2024. Section 56 states that the number of parking spaces required shall be 2 parking spaces per dwelling unit for Apartment, Condominiums, triplex, or fourplex uses. However, under previous zoning ordinances for this particular use required 1.4 spaces per dwelling unit. With the development proposing to consist of 296 dwelling units, the total requirement parking spaces for the development is 592 parking spaces (2 parking spaces per unit) under current parking requirements. Projected Parking Demand To estimate the proposed development’s parking demand, information was retrieved from published data from industry standard practices and from acquired development resources. For purposes of this analysis, the demand for the residential portion is considered independent of the parking demand accumulated by the other uses of the development. The published data used for the parking demand generation for the subject development within this Parking Analysis was calculated using the methodologies presented by the Institute of Transportation Engineers (ITE) Parking Generation handbook, 6th Edition. Based on these calculations, the projected parking generation for the proposed development is summarized in Table 1. Also, data acquired from the development team for the proposed uses are provided for comparison in Table 1. Table 1. Parking Analysis Summary Table LAND USE SOURCE UNITS RATE PARKING SPACES DEMAND REQUIRED PROVIDED (PROPOSED) SURPLUS/ DEFICIT Multifamily Housing – 2+ BR (Low-Rise) ITE (LUC 220) 296 DU 1.27 376 -- 552 +176 Section 56 City of Grapevine 2.0 -- 592 552 -40 Previous Ordinance City of Grapevine 1.4 -- 415 552 +137 Conclusions Based upon the Institute of Transportation Engineers (ITE) Trip Generation and the previous characteristics of the property, the proposed development’s projected peak parking demand will be accommodated by the proposed parking supply. Therefore, the requested reduction of required parking spaces for the development from the City’s requirement would be satisfied. ORDINANCE NO. 2024-057 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS GRANTING ZONING CHANGE Z24-03, PROPOSED TO BE PLATTED AS BLOCK 1, LOTS 2, 3 AND 4, GRAPEVINE MILLS WELLS ADDITION, DESCRIBED AS BEING A TRACT OF LAND LYING AND BEING SITUATED IN THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS (2800 AND 3421 GRAPEVINE MILLS PARKWAY ) MORE FULLY AND COMPLETELY DESCRIBED IN THE BODY OF THIS ORDINANCE; ORDERING A CHANGE IN THE USE OF SAID PROPERTY FROM “HCO”, HOTEL CORPORATE OFFICE DISTRICT TO “CC”, COMMUNITY COMMERCIAL DISTRICT; 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 A ZONING CHANGE AND AMENDMENT THEREIN MADE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, applications were made to amend the Official Zoning Map, City of Grapevine, Texas 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 ordinances 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 these requested changes 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 Ordinance No. 2024-057 2 Z24-03 health and the general welfare, effect on light and air, 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 change 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, the 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, the City Council further considered among other things the character of the district and its peculiar suitability for particular uses and with the view to conserve the value of buildings, 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 zoning change, 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 does find that the change in zoning lessens the congestion in the streets, helps secure safety from fire, panic and other dangers; promotes health and the general welfare; provides adequate light and air; 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 change in zoning 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 a change in zoning classification 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. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City of Grapevine Ordinance No. 82 -73, being the Comprehensive Zoning Ordinance of the City of Grapevine, Texas same being also known as Appendix "D" of the City Code of Grapevine, Texas, be, and the same is hereby amended and changed by Zoning Application Z24-03 to rezone the following described property to-wit: being a 28.7 acre tract proposed to be platted as Block 1, Lots 2, 3 and 4, Grapevine Mills Wells Addition, Tarrant County, Texas (2800 and 3421 Grapevine Mills Parkway), more fully and completely described in Exhibit "A", attached hereto and made a Ordinance No. 2024-057 3 Z24-03 part hereof, which was previously zoned “HCO”, Hotel Corporate Office District is hereby changed to “CC”, Community Commercial District, all in accordance with Comprehensive Zoning Ordinance No. 82-73, as amended. Section 2. The City Manager is hereby directed to correct the official zoning map of the City of Grapevine, Texas to reflect the herein change in zoning. 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 ordinances 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 safety 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. 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 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. Section 7. 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. 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 Ordinance No. 2024-057 4 Z24-03 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 16th day of July, 2024. APPROVED: ________________________________ William D. Tate Mayor ATTEST: _________________________________ Tara Brooks City Secretary APPROVED AS TO FORM: _________________________________ Matthew C.G. Boyle City Attorney ORDINANCE NO. 2024-058 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU24-17 TO DEVELOP A MASTER SITE DEVELOPMENT PLAN WITH 296 MULTIFAMILY UNITS (TCC GRAPEVINE MILLS) IN BUILDINGS 2-4 STORIES IN HEIGHT AND TO ALLOW THE POSSESSION, STORAGE, RETAIL SALES OF ON- AND OFF-PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE AND MIXED BEVERAGES) IN CONJUNCTION WITH A RESTAURANT (CHOP STEAKHOUSE AND BAR), WITHIN A SIX-STORY HOTEL WITH 249 ROOMS (NORTHLAND GRAPEVINE SIGNATURE HOTEL) FOR BLOCK 1, LOTS 2, 3, AND 4 GRAPEVINE MILLS WELLS ADDITION, (2800 AND 3421 GRAPEVINE MILLS PARKWAY) 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; Ordinance No. 2024-058 2 CU24-17 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 the public Ordinance No. 2024-058 3 CU24-17 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 CU24-17 to develop a master site development plan with 296 multifamily units (TCC Grapevine Mills) in buildings 2-4 stories in height and to allow the possession, storage, retail sales of on- and off-premise consumption of alcoholic beverages (beer, wine and mixed beverages) in conjunction with a restaurant (Chop Steakhouse and Bar) within a six-story hotel with 249 rooms (Northland Grapevine Signature Hotel) in a district zoned “CC”, Community Commercial District within the following described property: Block 1, Lots 2, 3, and 4 Grapevine Mills Wells Addition, (2800 and 3421 Grapevine Mills Parkway) 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 Ordinance No. 2024-058 4 CU24-17 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. 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 this ordinance shall become effective from and after the date of its final passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 16th day of July, 2024. APPROVED: ________________________________ William D. Tate Mayor ATTEST: _________________________________ Tara Brooks City Secretary APPROVED AS TO FORM: _________________________________ Matthew C.G. Boyle City Attorney C:\Users\sle\Downloads\Agenda Memo 293137.doc MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER MEETING DATE JULY 16, 2024 SUBJECT: PRELIMINARY PLAT APPLICATION LOTS 2 - 4, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION PLAT APPLICATION FILING DATE............................................................... July 9, 2024 APPLICANT .................................................... Kevin Hickman, Trammell Crow Company REASON FOR APPLICATION ............................................. Preliminary platting three (3) Community Commercial Lots PROPERTY LOCATION ................................... 2800 and 3421 Grapevine Mills Parkway ACREAGE .................................................................................................................. 28.7 ZONING ............................................................. Existing: HCO; Hotel Corporate Office & CC; Community Commercial District Proposed: CC; Community Commercial District NUMBER OF LOTS ............................................................................................ Three (3) PREVIOUS PLATTING ................................................................................................. No CONCEPT PLAN ................................................................................................... Z24-03 SITE PLAN .......................................................................................................... CU24-17 OPEN SPACE REQUIREMENT ................................................................................. Yes AVIGATION RELEASE ............................................................................................... Yes PUBLIC HEARING REQUIRED .................................................................................... No C:\Users\sle\Downloads\Agenda Memo 293137.doc PLAT INFORMATION SHEET FINAL PLAT APPLICATION LOTS 2 - 4, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION I. GENERAL: • The applicant, Kevin Hickman with Trammel Crow Company is preliminary platting 28.7 acres into three (3) Community Commercial lots. The address is 2800 and 3421 Grapevine Mills Parkway. II. STREET SYSTEM: • The development has access to Grapevine Mills Parkway and Grapevine Mills Boulevard. • Abutting roads: is on the City Thoroughfare Plan: Grapevine Mills Parkway is not on the City Thoroughfare Plan: Grapevine Mills Boulevard • Curb, Gutter & Sidewalk: Developer required to build curb, gutter and sidewalk along Wall Street Curb, gutter and sidewalk exist across the frontage of this lot 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: C:\Users\sle\Downloads\Agenda Memo 293137.doc III. STORM DRAINAGE SYSTEM: • The existing stormwater flows into the City’s storm water system. • 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: Lots 2-4, Block 1, Grapevine Mills Wells Addition Water and Wastewater Impact Fees are due prior to the issuance of building permits for: 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) – Lot 1, Block 1 C:\Users\sle\Downloads\Agenda Memo 293137.doc Open Space Fees are not required for: Lots 2-4, Block 1, Grapevine Mills Wells Addition 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. C:\Users\sle\Downloads\Agenda Memo 293137.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. C:\Users\sle\Downloads\Agenda Memo 293137.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 2-4, Block 1, Grapevine Mills Wells Addition” C:\Users\sle\Downloads\Agenda Memo 293138.doc MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER MEETING DATE JULY 16, 2024 SUBJECT: FINAL PLAT APPLICATION LOTS 2 AND 3, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION PLAT APPLICATION FILING DATE............................................................... July 9, 2024 APPLICANT .................................................... Kevin Hickman, Trammell Crow Company REASON FOR APPLICATION .......................................................... Final platting two (2) Community Commercial Lots PROPERTY LOCATION ................................... 2800 and 3421 Grapevine Mills Parkway ACREAGE .................................................................................................................. 23.9 ZONING ............................................................. Existing: HCO; Hotel Corporate Office & CC; Community Commercial District Proposed: CC; Community Commercial District NUMBER OF LOTS .............................................................................................. Two (2) PREVIOUS PLATTING ................................................................................................. No CONCEPT PLAN ................................................................................................... Z24-03 SITE PLAN .......................................................................................................... CU24-17 OPEN SPACE REQUIREMENT ................................................................................. Yes AVIGATION RELEASE ............................................................................................... Yes PUBLIC HEARING REQUIRED .................................................................................... No C:\Users\sle\Downloads\Agenda Memo 293138.doc PLAT INFORMATION SHEET FINAL PLAT APPLICATION LOTS 2 AND 3, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION I. GENERAL: • The applicant, Kevin Hickman with Trammel Crow Company is final platting 23.9 acres into two (2) Community Commercial lots. The address is 2800 & 3421 Grapevine Mills Parkway. II. STREET SYSTEM: • The development has access to Grapevine Mills Parkway and Grapevine Mills Boulevard. • Abutting roads: is on the City Thoroughfare Plan: Grapevine Mills Parkway is not on the City Thoroughfare Plan: Grapevine Mills Boulevard • Curb, Gutter & Sidewalk: Developer required to build curb, gutter and sidewalk along Wall Street Curb, gutter and sidewalk exist across the frontage of this lot 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: C:\Users\sle\Downloads\Agenda Memo 293138.doc III. STORM DRAINAGE SYSTEM: • The existing stormwater flows into the City’s storm water system. • 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: Lots 2 and 3, Block 1, Grapevine Mills Wells Addition Water and Wastewater Impact Fees are due prior to the issuance of building permits for: 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) – Lot 1, Block 1 C:\Users\sle\Downloads\Agenda Memo 293138.doc Open Space Fees are not required for: Lots 2 and 3, Block 1, Grapevine Mills Wells Addition 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. C:\Users\sle\Downloads\Agenda Memo 293138.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. C:\Users\sle\Downloads\Agenda Memo 293138.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 2 and 3, Block 1, Grapevine Mills Wells Addition” W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE PARKING TABLE TANDEM COUNT: SURFACE HEAD-IN COUNT: CARPORT COUNT: SURFACE PARALLEL COUNT: 1-CAR GARAGE COUNT: 2-CAR GARAGE COUNT: TOTAL PARKING COUNT: TOTAL UNITS: PARKING RATIO PROVIDED: PARKING RATIO REQUESTED: 0 154 0 52 40 312 564 296 1.9 1.8 W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE PROJECT DIRECTORY OWNER CIVIL ENGINEER TRAMMELL CROW COMPANY 2100 McKINNEY AVE, SUITE 800 DALLAS, TEXAS 75201 TEL 214.863.4277 CONTACT: KEVIN HICKMAN EMAIL: KHICKMAN@TRAMMELLCROW.COM SPIARS ENGINEERING & SURVEYING 3575 LONE STAR CIRCLE, SUITE 434 FORT WORTH, TEXAS 76177 TEL 469.395.0543 CONTACT: TYLER BARNETT, P.E. EMAIL: TYLER.BARNETT@SPIARSENGINEERING.COM (OWNER'S DIRECT CONSULTANT) LANDSCAPE ARCHITECT GFF 3030 NOWITZKI WAY, SUITE 400 DALLAS, TEXAS 75219 TEL 214.303.1500 CONTACT: DRAKE JOHNSON EMAIL: DRAKE.JOHNSON@GFF.COM (OWNER'S DIRECT CONSULTANT) ARCHITECT GFF 3030 NOWITZKI WAY, SUITE 400 DALLAS, TEXAS 75219 TEL 214.303.1500 CONTACT: JASON FEDORS EMAIL: JASON.FEDORS@GFF.COM CIVIL ENGINEER KIMLEY-HORN 260 EAST DAVIS STREET, SUITE 100 MCKINNEY, TEXAS 75069 TEL 469.301.2580 CONTACT: JOHN TEDESCO, P.E. EMAIL: JOHN.TEDESCO@KIMLEY-HORN.COM (OWNER'S DIRECT CONSULTANT) MULTIFAMILY HOTEL OWNER NORTHLAND PROPERTIES #310 - 1755 WEST BROADWAY VANCOUVER, BC V6J 4S5 TEL 604.730.6610 CONTACT: SCOTT HARWOOD EMAIL: SHARWOOD@NORTHLAND.CA ARCHITECT MERRIMAN ANDERSON ARCHITECTS 300 N. FIELD STREET DALLAS, TEXAS 75202 TEL 214.987.1299 CONTACT: EMILY ADAMS EMAIL: EMILYA@MERRIMAN-MAA.COM (OWNER'S DIRECT CONSULTANT) W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE Lot 2, Block 1 POINT OF BEGINNING Lot 3, Block 1 Lot 4, Block 1 S N W E LOCATION MAP METES & BOUNDS DESCRIPTION: OWNER ENGINEER / SURVEYORAPPLICANT ZONING EXHIBIT GRAPEVINE MILLS WELLS ADDITION LOTS 2-4, BLOCK 1 28.704 Acres HEIRS OF JAMES GIBSON SURVEY ~ ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC with CUP April 2024 PURPOSE STATEMENT 05 101940495 28.704 Acres ( 1,250,333 Sq. Ft.) SD S N W E LOCATION MAP CONCEPT SITE PLAN TCC GRAPEVINE MILLS LOTS 2-4, BLOCK 1 , GRAPEVINE MILLS WELLS ADDITION 1,250,333 Sq. Ft./28.704 Acres HEIRS OF JAMES GIBSON SURVEY ~ ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC with CUP April 2024 PURPOSE STATEMENT 05 95 28.704 Acres ( 1,250,333 Sq. Ft.) SD S N W E LOCATION MAP MASTER SITE DEVELOPMENT PLAN TCC GRAPEVINE MILLS LOTS 2-4, BLOCK 1 , GRAPEVINE MILLS WELLS ADDITION 1,250,333 Sq. Ft./28.704 Acres HEIRS OF JAMES GIBSON SURVEY ~ ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC with CUP April 2024 PURPOSE STATEMENT 06 95 DIMENSIONAL CONTROL SITE PLAN TCC GRAPEVINE MILLS LOT 2, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION HEIRS OF JAMES GIBSON SURVEY ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 785,848 Sq. Ft./18.041 Acres Zoning: CC with CUP April 2024 S N W E LOCATION MAP PURPOSE STATEMENT 07 95 S N W E LOCATION MAP DIMENSIONAL CONTROL SITE PLAN TCC GRAPEVINE MILLS LOT 2, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION HEIRS OF JAMES GIBSON SURVEY ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 775,743 Sq. Ft./17.809 Acres Zoning: CC with CUP April 2024 PURPOSE STATEMENT 08 95 SD S N W E LOCATION MAP DIMENSIONAL CONTROL SITE PLAN TCC GRAPEVINE MILLS LOT 2, BLOCK 1, GRAPEVINE MILLS WELLS ADDITION HEIRS OF JAMES GIBSON SURVEY ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 775,743 Sq. Ft./17.809 Acres Zoning: CC with CUP April 2024 PURPOSE STATEMENT 09 95 HEIRS OF JAMES GIBSON SURVEY ABSTRACT NO. 587 H. SUGGS SURVEY ABSTRACT NO. 1415 HEIRS OF JAMES GIBSON SURVEY ABSTRACT NO. 586 GRAP E V I N E M I L L S C I R C L E STA R S A N D STR I P E S W A Y OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E variable width public ROW (formerly known as Anderson-Gibson Rd.) GRAPEVINE MILLS BOULEVARD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S PROPERTY LINE (TYP) SETBACK LINE (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING TREES IN PUBLIC R.O.W. TO REMAIN (TYP) The purpose of this Conditional Use Permit is to allow the use of Multifamily development on the Community Commercial District. ProMect No. Date 1. 7..4 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL PERMITTING OR CONSTRUCTION. TYLOR DRA.E JOHNSON TE;AS LIC NO 76 GR A P E V I N E M I L L S MU L T I F A M I L Y 8 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e T ; 7 6 5 1 =ONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company .evin Hickman Senior Vice President 1 Mc.inney Avenue Suite 8 Dallas T; 751 (14) 86-477 LANDSCAPE ARCHITECT: GFFdesiJn inc. Drake Johnson RLA Nowit]ki Way Suite 4 Dallas T; 751 (14) -15 Z24-03/CU24-17 SITE PLAN OVERALL LS LS-1.00 ·ALL LAWN SURFACES TO BE FULLY IRRIGATED WITH 100% HEADTO HEAD COVERAGE. NO ROTOR SPRAY HEADS ARE TO BE USED ·ALL TREES TO BE IRRIGATED WITH MIN. (2) BUBBLERS. ·ALL PLANTER BEDS TO BE IRRIGATED VIA DRIP IRRIGATION. ·SLEEVES TO BE PROVIDED AS NEEDED TO CONNECT IRRIGATIONLINES TO ANY PLANTED MEDIANS OR OTHER LANDSCAPE AREASSEPARATED BY PAVEMENT PRIOR TO PAVEMENT INSTALLATION. ·NO IRRIGATION SPRAY IS TO BE DIRECTED ONTO WALKWAYS OROTHER PAVEMENT. ·ALL IRRIGATION LINES SHALL BE LEAK-TESTED PRIOR TO BURIAL. ·SPRINKLER HEADS TO BE INSTALLED ONLY AFTER SYSTEM HASBEEN COMPLETELY FLUSHED. ·ALL IRRIGATION AND RELATED EQUIPMENT INCLUDING (BUT NOTLIMITED TO) PIPING, VALVES, CONTROLLERS, BACKFLOWPREVENTER(S), THRUST BLOCKS, CONTROL WIRE, VALVE BOXES,SPRINKLER HEADS, RISERS, ETC. TO BE INSTALLED ACCORDINGTO MANUFACTURER'S SPECIFICATIONS. ·'AS-BUILT' DRAWINGS FOR ALL IRRIGATION PLUMBING ANDEQUIPMENT SHALL BE ACCURATELY MAINTAINED DURINGINSTALLATION AND PROVIDED TO OWNER AT TIME OF FINALACCEPTANCE. ·IRRIGATION MUST FOLLOW ALL TCEQ 30 TAC 344 REGULATIONS. IRRIGATION 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. 3. LIGHT FIXTURES EXCLUDING ACCENT LIGHTING OF ARCHITECTURAL BUILDING FEATURES AND LIGHTING OF PUBLIC ART OR PUBLIC MONUMENTS SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT OF THE PRIMARY STRUCTURE ON THE PROPERTY. IN NO CASE SHALL LIGHT POLES BE GREATER THAN 30 FEET IN HEIGHT. CITY OF GRAPEVINE - GENERAL LANDSCAPE NOTES: 0 50' 100' 200' Scale: 1"=100'-0" LANDSCAPE TABULATION NON-VEHICULAR OPEN SPACE INTERIOR VEHICULAR OPEN SPACE MIN. 10% OF GROSS PARKING AREA TO BE LANDSCAPE AREA; (1) 3" CAL. TREE PER 400 SQFT OF REQ. LANDSCAPE AREA; (1) ISLAND PER 12 SPACES; MIN. (1) TREE PER ISLAND. GROSS PARKING AREA: 47,997 SQFT REQUIRED PROVIDED 4,800 SQFT 5,002 SQFT (10.4%)LANDSCAPE AREA (12) TREES (22) TREES 3" CAL. TREE / 400 SQFT (12) ISLANDS (12) ISLANDS 146 TOTAL SPACES PERIMETER (1) 3" CAL. TREE PER 50 LF. ALONG FRONTAGE GRAPEVINE MILLS BOULEVARD FRONTAGE: 1455 LF REQUIRED PROVIDED (29) TREES (16) EXISTING TREES LOCATED IN R.O.W. (13) PROPOSED GRAPEVINE MILLS CIRCLE FRONTAGE: 866 LF REQUIRED PROVIDED (17) TREES (20) EXISTING TREES LOCATED WITHIN PROPERTY EASTERN BOUNDARY LINE: 1973 LF REQUIRED PROVIDED (40) TREES (46) PROPOSED TREES MIN. 15% OF TOTAL SITE AREA TO BE DEVOTED TO FEATURE LANDSCAPING; 50% OF THE REQUIRED TO BE LOCATED IN THE FRONT YARD; (1) 3" CAL. TREE PER 2500 SQFT OF REQUIRED LANDSCAPE AREA. TOTAL SITE AREA: 785,848 SQFT TOTAL REQ. FRONT YARD: 87,635 SQFT REQUIRED PROVIDED 117,877 SQFT (15%)158,240 SQFT LANDSCAPE AREA (64) TREES (112) TREES 3" CAL. TREE / 2500 SQFT 58,939 SQFT (50% OF REQ.)61,712 SQFT LANDSCAPE AREA IN FRONT YARD RECREATIONAL OPEN SPACE MIN. 250 SQFT OF USABLE OPEN SPACE PER BUILDING UNIT; OVERHEAD TREE CANOPY TO COVER 60% OF LANDSCAPE AREA IN THE CENTRAL CORRIDOR. TOTAL UNITS:296 TOTAL LS AREA:158,240 SQFT (158,240 x 60%) / 900 SQFT PER TREE A.MIXED PLANTING AREA - EXCAVATE AS NEEDED TO PROVIDE 12” OF PLANTING MIX AND 3” OF HARDWOOD MULCH; PLANT (10) #5 CONTAINER SHRUBS; (10) #3 CONTAINER SHRUBS PER 100 SQ.FT. PROVIDE AUTOMATIC IRRIGATION SYSTEM. B.GROUNDCOVER PLANTING AREA - EXCAVATE AS NEEDED TO PROVIDE 8” OF PLANTING MIX AND 3” OF HARDWOOD MULCH; PLANT (45) #1 CONTAINER GROUNDCOVER PLANTS PER 100 SQ.FT. PROVIDE AUTOMATIC IRRIGATION SYSTEM. C.LAWN AREA - PROVIDE MIN. 6" TOPSOIL COMPOST MIX WITH BERMUDA TIF 419 SOLID SOD. PROVIDE AUTOMATIC IRRIGATION SYSTEM. PLANTING DESCRIPTION: W G R A P E V I N E M I L L S C I R C L E VICINITY MAP 1" = 1000' GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R . W A Y FM - 4 E G R A P E V I N E M I L L S C I R C L E T; - 1 1 E GR A P E V I N E M I L L S CIRC L E CONDITIONAL USE STATEMENT: SEE SHEET LS-1.02 SEE SHEET LS-1.01 LANDSCAPE SITE AREA LEGEND 13 98 SEE SHEET LS-1.03 REQUIRED PROVIDED (105) TREES AS REQUIRED 60% OVERHEAD CANOPY 74,000 SQFT AS REQUIRED 296 UNITS x 250 SQFT PROPERTY LINE BUILDING SETBACK 9510 water esmt. Doc. No. D210042450 OPRTCT 50' utility esmt. Vol. 12429, Pg. 2207 DRTCT 50' perimeter utility esmt. Vol. 12429, Pg. 2207 DRTCT TP & L Co. esmt. Vol. 9981, Pg. 975 DRTCT 50' building line D224008529 OPRTCT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W W W W WWW WW W W W CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL EXISTING TREE TO REMAIN (TYP) CONCRETE PAVING (TYP) CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE A' CONCRETE PAVING (TYP) PEDESTRIAN BENCH (TYP) CONCRETE PAVER 'TYPE A' CONCRETE PAVER 'TYPE A' PAVERS @ CROSSWALKS SPECIMEN TREE PROPOSED MID-BLOCK CROSSWALK KEY PLAN ........... 'DWH 7'- %W 5HYLVLRQ'DWH1R 7+,6'2&80(17,6 127)25 5(*8/$725< $33529$/ 3(50,77,1*25 &216758&7,21 7</25'5$.(-2+1621 7(;$6/,&12 GR A P E V I N E M I L L S MU L T I F A M I L Y * U D S H Y L Q H 0 L O O V 3 D U N Z D \ *U D S H Y L Q H 7 ; =21,1*68%0,66,21 Landscape Plan DEVELOPER: 7UDPPHOO&URZ&RPSDQ\ .HYLQ+LFNPDQ 6HQLRU9LFH3UHVLGHQW 0F.LQQH\$YHQXH 6XLWH 'DOODV7; LANDSCAPE ARCHITECT: *))GHVLJQLQF 'UDNH-RKQVRQ5/$ 1RZLW]NLWD\ 6XLWH 'DOODV7; Z24-03/CU24-17 6,7(3/$1 (1/$5*('/6 LS-1.01 PLANTING LEGEND CONCRETE PAVING DECOMPOSED GRANITE MEDIUM EVERGREEN PROPERTY LINE GROUNDCOVER BERMUDA LAWN MIXED PLANTING ORNAMENTAL TREE (QTY: 182)CRAPE MYRTLE H 15'-25' W 6'-15'DESERT WILLOW H 15'-25' W 6'-15'POSSUMHAW HOLLY H 15'-20' W 15'-20'TEXAS REDBUD H 15'-20' W 15'-20' MEDIUM CANOPY TREE (QTY: 40)TEXAS RED OAK H 30'-35' W 20'-30'WESTERN SOAPBERRY H 30'-40' W 25'-35'LACEY OAK H 20'-35' W 15'-20'LEYLAND CYPRESS H 40'-50' W 10'-15' LARGE CANOPY TREE (QTY: 112)CEDAR ELM H 50'-60' W 40'-50'BUR OAK H 50'-60' W 40'-50'LIVE OAK H 25'-35' W 35-55'CHINAQUAPIN OAK H 50'-60' W 40'-50'SOUTHERN MAGNOLIA H 60'-80' W 30'-50' BUILDING SETBACK EXISTING TREE TO REMAIN(1 CREDIT CLAIMED) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' REPLACEMENT PERIMETER TREES(QTY: 13) TABLETOP CROSSWALKW/ ENHANCED PAVERS PEDESTRIAN AREA LIGHT16' HT., 100' SPACING MAX. PEDESTRIAN BENCHTO BE SELECTED1 PER 700 LINEAR FEET MIN. BIKE RACK (4 SPACES)TO BE SELECTED BIKE RACK (4 SPACES)TO BE SELECTED SITE RETAINING WALLCMU W/ MASONRY VENEER2'-6" HT. MAX NOTE: ALL REQUIRED TREES ARE TO BE 3" CAL. MIN. 0 20' 40' 80' Scale: 1"=40'-0" MA T C H L I N E : S E E S H E E T L S 1 . 0 3 MATCHLINE: SEE SHEET LS 1.02 14 989511 var. width access esmt. Doc. No. D210259704 & Doc. No. D210042451 OPRTCT 5' x 5' waterline esmt. Doc. No. D210042451 OPRTCT access esmt. Doc. No. D210003200 OPRTCT Drainage Easement Doc. No. D207195454 OPRTCT Drainage Easement Doc. No. D207195454 OPRTCT Utility Easement Doc. No. D207195454 OPRTCT 50' utility esmt. & building line Vol. 12429, Pg. 2207 DRTCT 50' building line D224008529 OPRTCT 20' landscape esmt. (Tract 3) Vol. 12747, Pg. 503 DRTCT Drainage Easement Doc. No. D207195454 OPRTCT GRAP E V I N E M I L L S C I R C L E OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW WW W W W W CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL PAVERS @ CROSSWALKS BICYCLE PARKING (TYP) 2 SPACES / BOLLARD EXISTING TREE TO REMAIN (TYP) CONCRETE PAVING (TYP) CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE A' CONCRETE PAVER 'TYPE A' CONCRETE PAVER 'TYPE A' PAVERS @ CROSSWALKS PROPOSED MID-BLOCK CROSSWALK PROPOSED MID-BLOCK CROSSWALK 6 Sp. @ 9 ' = 5 4 ' 10 Sp . @ 9 ' = 9 0 ' 4 Sp. @ 9 ' = 3 6 ' 7 Sp. @ 9 ' = 6 3 ' 10 Sp . @ 9 ' = 9 0 ' 9 Sp. @ 9 ' = 8 1 ' 10 Sp . @ 9 ' = 9 0 ' 10 Sp . @ 9 ' = 9 0 ' 10 Sp . @ 9 ' = 9 0 ' 12 Sp . @ 9 ' = 1 0 8 ' 10 Sp . @ 9 ' = 9 0 ' 10 Sp . @ 9 ' = 9 0 ' 10 Sp . @ 9 ' = 9 0 ' 6 Sp. @ 9 ' = 5 4 ' 6 Sp. @ 9 ' = 5 4 ' 6 Sp. @ 9 ' = 5 4 ' 6 Sp. @ 9 ' = 5 4 ' 4 Sp. @ 9 ' = 3 6 ' KEY PLAN PURMHFW NR .... 7'- %W RHYLVLRQ'DWHNR 7+IS '2C8MEN7 IS N27 )2R REG8LA72R< APPR2VAL PERMI77ING 2R C2NS7R8C7I2N 7<L2R 'RA.E -2+NS2N 7E;AS LIC N2 GR A P E V I N E M I L L S MU L T I F A M I L Y G U D S H Y L Q H M L O O V P D U N Z D \ GU D S H Y L Q H 7 ; =2NING S8%MISSI2N Landscape Plan DEVELOPER: 7UDPPHOO CURZ CRPSDQ\ .HYLQ +LFNPDQ SHQLRU VLFH PUHVLGHQW MF.LQQH\ AYHQXH SXLWH 'DOODV 7; LANDSCAPE ARCHITECT: G))GHVLJQ LQF 'UDNH -RKQVRQ RLA NRZLW]NL WD\ SXLWH 'DOODV 7; Z24-03/CU24-17 SI7E PLAN ENLARGE' LS LS-1.02 0 20' 40' 80' Scale: 1"=40'-0" MA T C H L I N E : S E E S H E E T L S 1 . 0 3 MATCHLINE: SEE SHEET LS 1.01 15 98 PLANTING LEGEND CONCRETE PAVING DECOMPOSED GRANITE MEDIUM EVERGREEN PROPERTY LINE GROUNDCOVER BERMUDA LAWN MIXED PLANTING ORNAMENTAL TREE (QTY: 182)CRAPE MYRTLE H 15'-25' W 6'-15'DESERT WILLOW H 15'-25' W 6'-15'POSSUMHAW HOLLY H 15'-20' W 15'-20'TEXAS REDBUD H 15'-20' W 15'-20' MEDIUM CANOPY TREE (QTY: 40)TEXAS RED OAK H 30'-35' W 20'-30'WESTERN SOAPBERRY H 30'-40' W 25'-35'LACEY OAK H 20'-35' W 15'-20'LEYLAND CYPRESS H 40'-50' W 10'-15' LARGE CANOPY TREE (QTY: 112)CEDAR ELM H 50'-60' W 40'-50'BUR OAK H 50'-60' W 40'-50'LIVE OAK H 25'-35' W 35-55'CHINAQUAPIN OAK H 50'-60' W 40'-50'SOUTHERN MAGNOLIA H 60'-80' W 30'-50' BUILDING SETBACK EXISTING TREE TO REMAIN(1 CREDIT CLAIMED) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' REPLACEMENT PERIMETER TREES(QTY: 13) TABLETOP CROSSWALKW/ ENHANCED PAVERS PEDESTRIAN AREA LIGHT16' HT., 100' SPACING MAX. PEDESTRIAN BENCHTO BE SELECTED1 PER 700 LINEAR FEET MIN. BIKE RACK (4 SPACES)TO BE SELECTED BIKE RACK (4 SPACES)TO BE SELECTED SITE RETAINING WALLCMU W/ MASONRY VENEER2'-6" HT. MAX NOTE: ALL REQUIRED TREES ARE TO BE 3" CAL. MIN. 9512 10' landscape esmt. Vol. 12429, Pg. 2207 DRTCT & 50' gas pipeline esmt. Vol. 12429, Pg. 2150 DRTCT 50' building line D224008529 OPRTCT HEIRS OF JAMES GIBSON SURVEY ABSTRACT NO. 587 (formerly known as Anderson-Gibson Rd.) GAS W W W W W W W W W W W WWW W W W W W W W W WW W W W WW W W W W W W W W W W W W W W W W W W W W W W W W S S S PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE A' PAVERS @ CROSSWALKS SPECIMEN TREE CONCRETE PAVING (TYP) REFERENCE LOT 3 LANDSCAPE PLAN 3roMeFW No. 'aWe . 7.. T'J BW ReYision'aWeNo. THIS 'OCUMENT IS NOT FOR REGU/ATORY A33ROVA/ 3ERMITTING OR CONSTRUCTION. TY/OR 'RA.E JOHNSON TE;AS /IC NO 7 GR A P E V I N E M I L L S MU L T I F A M I L Y 8 G r a S e Y i n e M i l l s 3 a r k w a y Gr a S e Y i n e T ; 7 5 =ONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow ComSany .eYin HiFkman Senior ViFe 3residenW MF.inney AYenXe SXiWe 8 'allas T; 75 () 8-77 LANDSCAPE ARCHITECT: GFFdesiJn inF. 'rake JoKnson R/A NowiW]ki Way SXiWe 'allas T; 75 () -5 Z24-03/CU24-17 SITE 3/AN EN/ARGE' /S LS-1.03 0 20' 40' 80' Scale: 1"=40'-0" MA T C H L I N E : S E E S H E E T L S 1 . 0 2 MA T C H L I N E : S E E S H E E T L S 1 . 0 1 KEY PLAN 16 98 PLANTING LEGEND CONCRETE PAVING DECOMPOSED GRANITE MEDIUM EVERGREEN PROPERTY LINE GROUNDCOVER BERMUDA LAWN MIXED PLANTING ORNAMENTAL TREE (QTY: 182)CRAPE MYRTLE H 15'-25' W 6'-15'DESERT WILLOW H 15'-25' W 6'-15'POSSUMHAW HOLLY H 15'-20' W 15'-20'TEXAS REDBUD H 15'-20' W 15'-20' MEDIUM CANOPY TREE (QTY: 40)TEXAS RED OAK H 30'-35' W 20'-30'WESTERN SOAPBERRY H 30'-40' W 25'-35'LACEY OAK H 20'-35' W 15'-20'LEYLAND CYPRESS H 40'-50' W 10'-15' LARGE CANOPY TREE (QTY: 112)CEDAR ELM H 50'-60' W 40'-50'BUR OAK H 50'-60' W 40'-50'LIVE OAK H 25'-35' W 35-55'CHINAQUAPIN OAK H 50'-60' W 40'-50'SOUTHERN MAGNOLIA H 60'-80' W 30'-50' BUILDING SETBACK EXISTING TREE TO REMAIN(1 CREDIT CLAIMED) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' REPLACEMENT PERIMETER TREES(QTY: 13) TABLETOP CROSSWALKW/ ENHANCED PAVERS PEDESTRIAN AREA LIGHT16' HT., 100' SPACING MAX. PEDESTRIAN BENCHTO BE SELECTED1 PER 700 LINEAR FEET MIN. BIKE RACK (4 SPACES)TO BE SELECTED BIKE RACK (4 SPACES)TO BE SELECTED SITE RETAINING WALLCMU W/ MASONRY VENEER2'-6" HT. MAX NOTE: ALL REQUIRED TREES ARE TO BE 3" CAL. MIN. 9513 NOTE: THIS SPACING DIAGRAM REFERS TO ALL SHRUB, ORNAMENTAL GRASS, GROUNDCOVER, PERENNIAL AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. PLANTING AS SPECIFIED ON PLANTING PLANS SCALE: 1/2"= 1'-0" DETAIL: TYP. TRIANGULAR SPACING01 S P A C I N G P E R P L A N S / S C H E D U L E SPA C I N G P E R P L A N S / S C H E D U L E SPACING PER PLANS/SCHEDULE NOTE: THIS DETAIL REFERS TO ALL GROUNDCOVER, PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. 3" MULCH LAYER-HARDWOOD MULCH ROOTBALL-SET FLUSH W/ GRADE AS SHOWN PLANT MATERIAL PER PLANS/ SCHEDULE PLANTING MIX TILLED WITH EXISTING SOIL TO MIN 6" MIN. DEPTH-REF. LANDSCAPE NOTES UNDISTURBED SUBGRADE SCALE: 1/2"= 1'-0" DETAIL: TYP. GROUNDCOVER PLANTING02 NOTE: THIS DETAIL REFERS TO ALL SHRUB AND ORNAMENTAL GRASS PLANTINGS UNLESS OTHERWISE NOTED. PLANT MATERIAL PER PLANS. SCHEDULE ROOTBALL-SET FLUSH W/ GRADE AS SHOWN 3" MULCH LAYER-HARDWOOD MULCH PLANTING MIX TILLED WITH EXISTING SOIL TO MIN 6" MIN. DEPTH-REF. LANDSCAPE NOTES UNDISTURBED SUBGRADE SCALE: 1/2"= 1'-0" DETAIL: TYPICAL SHRUB PLANTING03 LAWN AREA (UNLESS OTHERWISE NOTED) GALVANIZED STEEL EDGING, AS SPECIFIED FINISHED GRADE 3" HARDWOOD MULCH METAL STAKE PREPARED PLANTING BED AS SPECIFIED UNDISTURBED SUBGRADE SCALE: 1/2"= 1'-0" DETAIL: STEEL EDGING04 NOTES: 1. ONLY STAKE TREES THAT ARE NOT CAPABLE OF STANDING UPRIGHT WITHOUT FALLING OR LEANING. 2. USE (3) TREE STABILIZER TREE TUBES PER TREE. PLACE +/- 120 DEGREES APART. 3. INSTALL INSPECTION TUBE CAPS AND TREE TIES PER MANUFACTURER'S SPECIFICATIONS. 4. REF. PLANTING NOTES FOR MORE INFORMATION. TOP OF ROOTBALL TO BE 2: ABOVE FINISHED GRADE TREE STABILIZER TUBE (OR APPROVED EQUAL) INSTALL 60MM POLYETHYLENE TREE ROOT BARRIER WHERE TREE IS NEAR EXISTING/PROPOSED UTILITIES SEE L-400 FOR ADD. INFO. TREE BACKFILL MIX REF. PLANTING NOTES ROOTBALL- REMOVE ALL ROPES, WIRES AND CONTAINERS PRIOR TO PLANTING (IF BALLED & BURLAP, REMOVE TOP 13 OF BURLAP PRIOR TO PLANTING) 3" MULCH LAYER-HARDWOOD MULCH INSPECT TUBE-4: DIA. CUT 1' ABOVE FINISHED GRADE AND CAP W/ 4: DIA. DRAIN GRATE COVER. 3" HIGH WATER RETENTION BASIN EXCAVATE TREE PIT 2 TIMES ROOTBALL DIAMETER SCALE: 1/2"= 1'-0" DETAIL: TYPICAL TREE PLANTING06 COMPACTED SOIL/PLANTING MIX UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE 4" DIA. PERFORATED PVC PIPE, WRAPPED IN FILTER FABRIC, TO TIE INTO STORM SYSTEM WASHED COARSE GRAVEL BACKFILL W/ FILTER FABRIC WRAP SIDEWALK 8 FEET MIN. FOR SIDEWALK 14 FEET MIN. (16' MIN. AT FIRE LANES) NOTE: A MINIMUM BRANCH CLEARANCE OF 14 FEET ABOVE PARKING LOT/DRIVE LANES (16 FEET ABOVE FIRE LANES) MUST BE MAINTAINED. DRIVE/PARKING MINIMUM AREA OF BRANCH CLEARANCE SCALE: 1/4"= 1'-0" DETAIL: TREE BRANCH CLEARANCE05 VARIES; SEE PLAN VARIES; SEE PLAN PROPERTY SIGN SCALE: 1/2"= 1'-0" ELEVATION: MONUMENT SIGN (CONCEPT DESIGN SUBJECT TO CHANGE)A CAST STONE CAP BRICK VENEER TO MATCH ARCH MASONRY COLUMNS 6' - 6 " 1" TYP 2'-0"12'-0"16'-0" 2' - 6 " 2' - 3 " 8'-6" 6" Project No. Date 22210.00 07.03.2024 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. TYLOR DRAKE JOHNSON TEXAS LIC NO: 3769 GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 ZONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company Kevin Hickman Senior Vice President 2100 McKinney Avenue, Suite 800 Dallas, TX 75201 (214) 863-4277 LANDSCAPE ARCHITECT: GFFdesign, inc. Drake Johnson, RLA 3030 Nowitzki Way, Suite 400 Dallas, TX 75219 (214) 303-1500 Z24-03/CU24-17 & DETAILS PLANT SCHEDULE LS-1.04 17 989514 S S S S VAN VAN 6 0' 3.0'5' 3.0'5' 3.0' 5' CB-3 CB-3 CB-3 CB-2 3.0'5' 3.0'5' 3.0' 5' 3.0' 5' 3.0' 5' 3.0' 5' 3.0' 5' CB-3 3.0' 5' 3.0' 5' 3.0' 5' 3.0' 5' 3.0' 5' 3.0' 5' CB-3 CB-3 3.0' 5' 3.0' 5' 3.0' 5' 3.0' 5' SDBUILDING 3 BUILDING 4 BUILDING 5 B UILDIN G 6 B UIL DIN G 8BUILDING 10B U IL D IN G 7BUILDING 9B U I L D I N G 1 1BUILDING 2(3 STORY)BUILDING 1 (4 STORY) B U I L D I N G 1 2 BUILDING 23 BUILDING 24 BUILDING 22 BUILDING 21 B U I L D I N G 1 4 B U I L D I N G 1 6 BUILDING 19 BUILDING 17 BU I L D I N G 20BUILDING 25B U I L D I N G 1 3 B U I L D I N G 1 5 BU I L D I N G 1 8 BUILDING 26 BU I L D I N G 2 7 BU I L D I N G 2 8 G R A P E V I N E M IL L S B O U L E V A R D N G R A P E V I N E M I L L S B O U L E V A R D N GRAPEVINE MILLS BOULEVARD N GR A P E V I N E M I L L S P A R K W A Y S T A R S A N D S T R I P E S P A R K W A Y GRAPEVINE MILLS CIRCLE E F I R E L A N E FIRE LANEFIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE F I R E L A N E FIRE LANE FI R E L A N E F I R E L A N E F I R E L A N E FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FIRE LANE POOL COURTYARD AS-030 1 AS-001 2 AS-001 3 W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE WEEP OPENINGS, TYP. 4 AS-030 ____________________________________________________ CMU WITH BRICK VENEER STONE CAP 8' - 0 " M A X H E I G H T WALL CAP BRICK VENEER 8" CMU WALL CMU LEAVE OUT EVERY 4'-0" FOR DRAINAGE, TYP. CONCRETE FOUNDATION 8' - 0 " M A X H E I G H T 8" CONCRETE BLOCK WITH BRICK VENEER BACKER ROD AND SEALANT, EACH SIDE PAINTED STEEL TUBE FRAME AT JAMB, BLACK DESIGN/ BUILD SWING GATES ON CONT. HINGE - REF NOTES ON ELEVATION, PAINTED BLACK STONE CAP CMU WALL WITH BRICK VENEER STEEL FRAME WITH WOOD INFILL 8' - 0 " M A X H E I G H T 19' - 1" 29' - 1" AS-030 5 1' - 4" 16' - 5" 1' - 4" AS-030 2 Sim 4 AS-030 Sim ____________________________________________________ AS-030 3 Sim STEEL, FRAME WITH WOOD INFILL W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE DW DW DW DW DW UP UP DW DW DW A-200 1 A-200 6 A-200 3 A-200 2 A-200 5 A-200 4 B-5 STAIR A-2 A-2 ALT A-1 A-3 ALT A-2 A-1 ALT A-6 ALT STAIR METERS AMENITY LEASING / MAIL AMENITY B R E E Z E W A Y 1 A-300 ____________________________________________________ FIRE RISER RR RR 23 5' - 2" 5' - 0" 36' - 0" 12' - 0" 19' - 8 7/8" 2' - 3" 20 2' - 3 1/2" 15 ' - 5 1/2" 37 ' - 3" 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 1" 27' - 11" 3' - 0" 36' - 4" 4' - 0" 4' - 0" 4' - 0" 37' - 6 1/2" 3' - 0" 25' - 4" 2' - 0" 4' - 0" 160.00° 20.00° 23 ' - 4 5/8" TYPICAL 5' - 0" 30' - 0" 6' - 0" 30' - 0"TYPICAL 5' - 0" 69' - 3" 17' - 11 9/16"3' - 0 1/2"30' - 0"3' - 0"18' - 0" 72' - 0 1/16" 17 ' - 8 1/32 " 31 ' - 11 " 11 ' - 9 1/2" 36 ' - 10 1/2" 13 ' - 5" 37 ' - 1" 12 ' - 3 1/2" 38 ' - 0" 10 ' - 3" 41 ' - 6" 2' - 0" 75' - 0" 4' - 1" 2' - 0" 67' - 10 1/2" W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE DW DW DW DW DW DW DW DW DW DW DW DW DW DW DN UP DNUP DW DW DW DW DW DW A-200 1 A-200 6 A-200 3 A-200 2 A-200 5 A-4 A-1 A-2 ALT A-1 A-2 ALT A-1 A-2 ALT A-1 E-2 ALT A-6 ALT A-1 ALT A-2 A-3 ALT A-1 A-2 ALT A-2 STAIR B-5 MEZZANINE LEASING BELOW AMENITY BELOW E-1 A-3 A-2 1 A-300 ____________________________________________________ STAIR 36' - 4" 37 ' - 3 1/32 " 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 2 1/2" 23 ' - 2 15 /16 " 160.00° 14 ' - 6" 26 ' - 7 1/2" 10 ' - 11 " 37 ' - 8 1/2" 12 ' - 3 1/2" 37 ' - 1" 13 ' - 5" 36 ' - 10 1/2" 5' - 0" 35' - 11 1/2" 12' - 1" 19' - 8 15/32" 2' - 3 1/2" 75' - 0 1/2" 23 5' - 1 1/2" 31 ' - 11 " 11 ' - 9 1/2" 2' - 0" 4' - 2" 15 ' - 4 1/2" 20 2' - 3 1/2" 37' - 6 1/2" 3' - 0" 25' - 4" 2' - 0"2' - 0"18' - 0" 3' - 0" 30' - 0" 3' - 0" 18' - 0"2' - 0" 3' - 0" 27' - 11" 2' - 0" 69' - 3" 76' - 0" 67' - 10 1/2" TYPICAL 5' - 0" W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE DW DW DW DW DW DW DW DW DW DW DN UP DNUP DW DW DW DW DW DW DW DW DW DW DWDW DW A-200 1 A-200 6 A-200 3 A-200 2 A-200 5 A-200 4 A-4 A-1 A-2 ALT A-1 A-2 ALT A-1 A-2 ALT B-5 STAIR A-2 A-2 ALT A-1 A-3 ALT A-2 A-1 E-2 ALT E-1 A-3 A-5 B-3 A-2 A-1 ALT A-6 ALT STAIR 1 A-300 ____________________________________________________ 36' - 2 1/2" 10 ' - 11 " 37 ' - 8 1/2" 12 ' - 3 1/2" 37 ' - 1" 13 ' - 5" 36 ' - 10 15 /32" 37 ' - 3 1/32 " 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 1" 26 ' - 7 1/2" 14 ' - 6" 2' - 0" 37' - 11" 3' - 0" 25' - 2 1/2" 2' - 0" 5' - 0" 35' - 11 1/2" 12' - 0 1/2" 4' - 2" 15 ' - 4 1/2" 31 ' - 11 " 11 ' - 9 1/2" 3' - 0" 27' - 11" 2' - 0" 2' - 0" 18' - 0" 3' - 0" 30' - 0" 3' - 0" 18' - 0" 2' - 0" 76' - 0" 20 2' - 3 1/2" 75' - 0" 19' - 9" 2' - 3" 23 5' - 1 1/2" 69' - 1 1/2" 68' - 1 1/2" TYPICAL 5' - 0" W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE DW DW DW DW DW DW DW DW DW DN DN DW DW DW DW DW DW DW DW DW DW DW DW DW A-200 1 A-200 6 A-200 3 A-200 2 A-200 5 A-200 4 A-4 A-1 A-2 ALT A-1 A-2 ALT A-1 A-2 ALT A-1 E-2 ALT E-1 A-3 A-5 B-3 A-2 STAIR A-6 ALT A-1 ALT A-2 A-3 ALT A-1 A-2 ALT A-2 STAIR B-5 1 A-300 ____________________________________________________ 6' - 0" 36' - 2 1/2" 15 ' - 4 1/2" 37 ' - 3 1/32 " 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 36 ' - 2 1/2" 12 ' - 3 1/2" 10 ' - 11 " 37 ' - 8 1/2" 12 ' - 3 1/2" 37 ' - 1" 13 ' - 5" 36 ' - 10 15 /32" 26 ' - 7 1/2" 14 ' - 6" 36 ' - 2 1/2" 31 ' - 11 " 11 ' - 9 17 /32 " 37' - 10" 3' - 0" 25' - 2 1/2" 2' - 0" 2' - 0"18' - 0"3' - 0"30' - 0" 3' - 0" 17' - 11 1/2"2' - 0 1/2" 3' - 0" 27' - 11" 2' - 0" 5' - 0" 36' - 0" 12' - 0" 76' - 0" 68' - 0" 69' - 1 1/2" 20 2' - 3 1/2" 19' - 8 31/32" 2' - 3" 75' - 0" 23 5' - 1 1/2" 2' - 0" 4' - 2" TYPICAL 5' - 0" W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE UP UP D W D W D W D W D W DW DW DW DW DW DW DW D W DW A-201 1 A-201 3 A-201 5 A -2 0 1 7 A -2 0 1 2 A -2 0 1 6 A -2 0 1 4 B-5 STAIR A-2 A-3 ALT B-1 A-3 ALT A-3 A-6 B-4 B-6 E-2 A-1 ALT A-2 ALT A-2 STAIR B-3 ALT MAINT. 1 A-301 ____________________________________________________ 2 A-301 ____________________________________________________ BIKE STORAGE 2' - 3 " 1 4' - 2 1/2 " 1 4' - 4 1/2 " 9' - 6 1/2 " 2 3' - 6 " 1 1' - 0 " 2 7' - 3 " 1 3' - 5 " 2 5' - 9 1/2 " 1 1' - 7 1 /2 " 2 5' - 6 " 1 3' - 7 " 2 5' - 1 " 1 0' - 9 " 2 3' - 0 3/4 " 2 4' - 2 1/4 " 1 1' - 1 0 1/4 " 2 6' - 0 1/2 " 1 1' - 1 0 1/4 " 2 4' - 2 1 /4 " 1 0' - 9 " 2 6' - 3 " 1 4' - 1 1 1/4 " 6 7' - 1 1 1 / 2 " 11' - 10 1/2" 24' - 4 1/32" 12' - 3 1/2" 25' - 2 1/4" 10' - 9 3/4" 23' - 10" 3' - 0"14' - 1 1/2" 2' - 0" 21 ' - 0" 12 ' - 0" 25' - 3" 12' - 3 1/2" 24' - 7 1/2" 11' - 7 1/2" 24' - 4 1/2" 11' - 7 1/2" 25' - 11 1/2" 15' - 4 1/2" 154' - 1 1/2" 1 9' - 9 " 1 2' - 0 " 1 1' - 6 " 2 4' - 8 1/2 " FIRE RISER METERS 5' - 0" 36 ' - 0" 3' - 0" 125' - 5 1/2" 76 ' - 0" 2' - 0 " 1 4' - 6 " 2 6' - 7 1/2 " 1 8 7' - 1 1 /2 " 1 4' - 0 " 2 7 1' - 0 " 5' - 0 " 3 6' - 0 " 1 2' - 0 " 1 9' - 9 " 2' - 3 " 7 5' - 0 " T Y P I C A L 5' - 0 " W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE D W D W D W DW D W D W D W D W D W DW DW DW D W D W DW D W D W DW DW DW DN UP DN UP DW DW DW DW DW D W DW A-201 1 A-201 3 A-201 5 A -2 0 1 7 A -2 0 1 2 A -2 0 1 6 A -2 0 1 4 B-5 A-4 STAIR A-1 ALT A-1 A-2 A-2 ALT A-2 A-3 ALT B-1 A-3 ALT A-1 A-1ALT 2 B-2 A-2 A-2 ALT B-1 A-4 B-1 A-3 A-6 B-4 B-6 E-2 A-1 ALT A-2 ALT A-2 STAIR B-3 ALT 1 A-301 ____________________________________________________ 2 A-301 ____________________________________________________ 2 3' - 6 " 1 1' - 0 1 /2 " 2 7' - 2 1/2 " 1 3' - 5 " 2 5' - 9 1 /2 " 1 1' - 7 1/2 " 2 5' - 6 " 1 0' - 9 " 1 4' - 6 " 2' - 0 " 1 3' - 5 " 2 5' - 3 " 3 8' - 1 1 /2 " 2' - 3 " 1 3' - 1 0 1/2 " 1 5' - 6 " 2 5' - 4 1 /2 " 1 1' - 7 1/2 " 2 3' - 9 " 1 2' - 3 1 /2 " 2 5' - 2 " 1 2' - 3 1/2 " 2 3' - 9 " 2 3' - 6 " 25' - 3" 12' - 3 1/2" 24' - 7 1/2" 11' - 7 1/2" 24' - 4 1/2" 11' - 7 1/2" 25' - 11 1/2" 4' - 10 1/2" 36 ' - 0" 12 ' - 0" 21 ' - 0" 2 6' - 7 1/2 " 6 7' - 1 1 1 / 2 " 2 4' - 8 1/2 " 1 2' - 0 " 1 1' - 6 " 1 9' - 9 " 2' - 3 " 1 9' - 9 " 1 2' - 0 " 3 6' - 0 " 5' - 0 " 7 5' - 0 " 1 8 7' - 1 1 /2 " 154' - 1 1/2" 15' - 4 1/2" 3' - 0" 2' - 0" 76 ' - 0" 11' - 10 1/2" 24' - 3 1/2" 12' - 4" 25' - 2 1/4" 10' - 9 3/4" 23' - 10 1/2" 2' - 11 1/2" 14' - 1 1/2" 2' - 0" 127' - 5 1/2" 2 7 1' - 0 " T Y P I C A L 5' - 0 " W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE DN DN D W D W D W DW D W D W D W D W D W DW DW DW D W D W DW D W D W DW DW DW DW DW DW DW DW D W DW A-201 1 A-201 3 A-201 5 A -2 0 1 7 A -2 0 1 2 A -2 0 1 6 A -2 0 1 4 B-5 A-4 STAIR A-1 ALT A-2 A-3 ALT B-1 A-3 ALT A-1 A-2 ALT A-2 ALT A-1 A-1 ALT 2 B-2 A-3 A-6 B-4 B-6 E-2 A-1 ALT A-2 ALT A-2 STAIR B-3 ALT A-4 B-1 B-1 A-2 ALT A-2 1 8 7' - 1 1 /2 " 1 A-301 ____________________________________________________ 2 A-301 ____________________________________________________ 154' - 1 1/2" 2 3' - 6 " 1 1' - 0 1 /2 " 2 7' - 2 1 /2 " 1 3' - 5 " 2 5' - 9 1 /2 " 1 1' - 7 1/2 " 2 5' - 6 " 1 0' - 9 " 1 3' - 5 " 2 5' - 3 " 3 8' - 1 1 /2 " 2' - 3 " 3 6' - 0 " 1 2' - 0 " 2 5' - 4 1/2 " 1 1' - 7 1/2 " 2 3' - 9 " 1 2' - 3 1 /2 " 2 5' - 2 " 1 2' - 3 1/2 " 2 3' - 9 " 2 3' - 6 " 25' - 3" 12' - 3 1/2" 24' - 7 1/2" 11' - 7 1/2" 24' - 4 1/2" 11' - 7 1/2" 25' - 11 1/2" 15' - 4 1/2" 36 ' - 0" 12 ' - 0" 11' - 10 1/2" 24' - 3 1/2" 12' - 4" 25' - 2 1/4" 10' - 9 3/4" 23' - 10" 3' - 0" 5' - 0 " 1 9' - 8 1 / 2 " 2' - 3 " 1 4' - 0 " 1 5' - 4 1 /2 " 2' - 0 " 1 4' - 6 " 2 6' - 7 1 /2 " 2' - 0" 21 ' - 0" 5' - 0" 76 ' - 0" 2 7 1' - 0 " 7 5' - 0 " 14' - 1 1/2"2' - 0" 127' - 5 1/2" 6 7' - 1 1 1 / 2 " 2 4' - 8 1 / 2 " 1 2' - 0 " 1 1' - 6 " 1 9' - 9 " 3' - 0" T Y P I C A L 5' - 0 " W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE A-201 1 A-201 5 A-201 7 A-201 2 A-201 6 A-201 4 A-200 1 A-200 6 A-200 3 A -2 0 0 2 A -2 0 0 5 A -2 0 0 4 HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT 2 A-131 Sim ____________________________________________________ HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT ROOF DRAIN TO DOWNSPOUT CONDENSERS IN ROOF WELL W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE DW DW DW DWDW DW DW A-221 1 A-221 4 A-221 2 A-221 3 148' - 2 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 6 1/4" 4' - 2 1/2" 18 ' - 2 " 19 ' - 8 " 11 ' - 9 3 / 4 " 2' - 1 0 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0 1/2" 50 ' - 8 " 52 ' - 6 " A-221 1 A-221 4 A-221 2 A-221 3 148' - 2 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 6 1/4" 4' - 2 1/2" 18 ' - 2 " 19 ' - 8 " 11 ' - 9 3 / 4 " 2' - 1 0 " 50 ' - 8 " 52 ' - 6 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0 1/2" EQ EQ DW DW DW DWDW DW DW DW A-222 1 A-222 2 A-222 4 A-222 3 168' - 10 1/4" 4' - 1 1/4"2' - 6"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 21' - 1 1/4"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" 2' - 1 1 " 11 ' - 1 3 / 4 " 19 ' - 8 " 18 ' - 2 1 / 2 " 53 ' - 4 " 51 ' - 1 1 1 / 2 " A-222 1 A-222 2 A-222 4 A-222 3 168' - 10 1/4" 4' - 1 1/4"2' - 6"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 21' - 1 1/4"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" 2' - 1 1 " 11 ' - 1 3 / 4 " 19 ' - 8 " 18 ' - 2 1 / 2 " 53 ' - 4 " 51 ' - 1 1 1 / 2 " DW DW DW DWDW A-223 3 A-223 2 A-223 1 A-223 4 4' - 3"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5" 106' - 0 3/4" 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0 1/4" 47 ' - 9 " 12 ' - 8 1 / 2 " 19 ' - 8 " 12 ' - 4 " 44 ' - 8 1 / 2 " 2' - 0 " A-223 3 A-223 2 A-223 1 A-223 4 106' - 0 3/4" 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0 1/4" 47 ' - 9 " 12 ' - 8 " 19 ' - 8 " 12 ' - 4 " 44 ' - 8 " 4' - 3"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5" DW DW DW DW DW DW A-224 1 A-224 4 A-224 2A-224 3 4' - 3 3/4" 2' - 6 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 127' - 2 1/4" 2' - 1 1 1 / 4 " 11 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 9 1 / 4 " 48 ' - 1 1 / 4 " 48 ' - 0 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" A-224 1 A-224 4 A-224 2A-224 3 2' - 6 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 127' - 2 1/4" 2' - 1 1 1 / 4 " 11 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 9 1 / 4 " 48 ' - 1 1 / 4 " 48 ' - 0 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" DW DWDW DW A-225 1 A-225 3 A-225 2 A-225 4 4' - 2 1/4" 2' - 7 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 21 ' - 0 3 / 4 " 12 ' - 0 " 8' - 1 0 " 4' - 6 " 46 ' - 4 3 / 4 " 85' - 3 1/4" 21' - 1 1/2"21' - 0"21' - 0"21' - 1 1/2" 1' - 6" 1' - 6" A-225 1 A-225 3 A-225 2 A-225 4 4' - 2 1/4" 2' - 7 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 21 ' - 0 3 / 4 " 12 ' - 0 " 8' - 1 0 " 4' - 6 " 46 ' - 4 3 / 4 " 85' - 3 1/4" 21' - 1 1/2"21' - 0"21' - 0"21' - 1 1/2" DW DW DW DW DW A-226 3 A-226 2 A-226 1 A-226 4 RI S E R 4' - 3 3/4"2' - 6 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 46 ' - 0 " 3' - 0 " 9' - 0 " 12 ' - 4 " 21 ' - 8 " 46 ' - 0 " 21' - 0 1/2"21' - 0"21' - 0"21' - 0"21' - 1 1/2" 106' - 2 1/4" A-226 3 A-226 2 A-226 1 A-226 4 4' - 3 3/4"2' - 6 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 46 ' - 0 " 3' - 0 " 9' - 0 " 12 ' - 4 " 21 ' - 8 " 46 ' - 0 " 21' - 0 1/2"21' - 0"21' - 0"21' - 0"21' - 1 1/2" 106' - 2 1/4" DW DW DW DW DW DW A-227 1 A-227 2 A-227 3 A-227 4 45 ' - 1 1 " 6' - 3 3 / 4 " 5' - 3 1 / 4 " 15 ' - 0 1 / 2 " 19 ' - 8 " 12 ' - 4 " 47 ' - 0 1 / 2 " 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"5' - 3 1/4" 21' - 0"21' - 0"21' - 0"21' - 0"20' - 11 1/2" A-227 1 A-227 2 A-227 3 A-227 4 45 ' - 1 1 " 6' - 3 3 / 4 " 5' - 3 1 / 4 " 15 ' - 0 1 / 2 " 19 ' - 8 " 12 ' - 4 " 47 ' - 0 1 / 2 " 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"5' - 3 1/4" 21' - 0"21' - 0"21' - 0"21' - 0"20' - 11 1/2" DW DW DWDW DW A-229 1 A-229 2 A-229 3 A-229 4 4' - 0" 2' - 5 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 106' - 1 1/4" 52 ' - 0 " 3' - 0 " 11 ' - 0 1 / 2 " 19 ' - 7 1 / 2 " 21' - 0 1/2"21' - 0"21' - 0"21' - 0"21' - 1 1/2" A-229 1 A-229 2 A-229 3 A-229 4 4' - 0" 2' - 5 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 106' - 1 1/4" 52 ' - 0 " 3' - 0 " 11 ' - 0 1 / 2 " 19 ' - 7 1 / 2 " 21' - 0 1/2"21' - 0"21' - 0"21' - 0"21' - 1 1/2" DW DW DW DW DW A-228 3 A-228 1 A-228 2 A-228 4 106' - 2 1/4" 4' - 3 3/4"2' - 6 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 46 ' - 0 " 3' - 0 " 9' - 0 " 12 ' - 4 " 21 ' - 8 " 46 ' - 0 " 21' - 0 1/2"21' - 0"21' - 0"21' - 0"21' - 1 1/2" A-228 3 A-228 1 A-228 2 A-228 4 106' - 2 1/4" 4' - 3 3/4"2' - 6 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 46 ' - 0 " 3' - 0 " 9' - 0 " 12 ' - 4 " 21 ' - 8 " 46 ' - 0 " 21' - 0 1/2"21' - 0"21' - 0"21' - 0"21' - 1 1/2" DWDW DW A-231 1 A-231 2A-231 3 A-231 4 4' - 4 1/4" 2' - 5 3/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 2' - 0 " 12 ' - 0 1 / 2 " 19 ' - 8 " 64' - 1 3/4" 21' - 1"21' - 0"21' - 1 1/2" A-231 1 A-231 2A-231 3 A-231 4 4' - 4 1/4" 2' - 5 3/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 2' - 0 " 12 ' - 0 1 / 2 " 19 ' - 8 " 64' - 1 3/4" 21' - 1"21' - 0"21' - 1 1/2" DW DW DW DW DW DW A-232 2 A-232 4 A-232 1 A-232 3 127' - 1 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 1/4"4' - 0" 20 ' - 0 " 3' - 0 " 11 ' - 0 1 / 2 " 19 ' - 7 1 / 2 " 18 ' - 3 " 20 ' - 0 1 / 4 " 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 1 1/2" A-232 2 A-232 4 A-232 1 A-232 3 127' - 1 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 1/4"4' - 0" 20 ' - 0 " 3' - 0 " 11 ' - 0 1 / 2 " 19 ' - 7 1 / 2 " 38 ' - 3 1 / 4 " 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 1 1/2" DW DW DW DW DW A-233 1 A-233 2A-233 3 A-233 4 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 3/4"4' - 1 1/2" 44 ' - 8 " 1' - 4 " 12 ' - 0 " 12 ' - 0 " 21 ' - 7 " 46 ' - 1 1 " 106' - 1 3/4" 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0" A-233 1 A-233 2A-233 3 A-233 4 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 3/4"4' - 1 1/2" 44 ' - 8 " 1' - 4 " 12 ' - 0 " 12 ' - 0 " 21 ' - 7 " 46 ' - 1 1 " 106' - 1 3/4" 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0" DW DW DW DW DW DW DW DW A-234 4 A-234 1 A-234 3 A-234 2 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 1/4" 4' - 6 3/4" 169' - 1 1/4" 48 ' - 0 " 2' - 1 " 9' - 1 1 " 12 ' - 4 " 21 ' - 7 " 45 ' - 1 1 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0 1/4" A-234 4 A-234 1 A-234 3 A-234 2 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 1/4" 4' - 6 3/4" 169' - 1 1/4" 48 ' - 0 " 2' - 1 " 9' - 1 1 " 12 ' - 4 " 21 ' - 7 " 45 ' - 1 1 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0 1/4" DW DW DW DW DW DW DW A-235 4 A-235 3 A-235 1 A-235 2 4' - 0"2' - 5 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"17' - 4 3/4"1' - 4"19' - 6"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 1/4" 148' - 1 1/4" 2' - 1 1 3 / 4 " 9' - 0 " 19 ' - 7 3 / 4 " 14 ' - 4 1 / 2 " 19 ' - 4 " 45 ' - 1 1 3 / 4 " 3' - 3 3 / 4 " 42 ' - 8 1 / 2 " 46 ' - 0 " 21' - 1 1/2" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" A-235 4 A-235 3 A-235 1 A-235 2 4' - 0"2' - 5 1/4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"17' - 4 3/4"1' - 4"19' - 6"1' - 4"19' - 8"1' - 4"19' - 8"2' - 5 1/4" 148' - 1 1/4" 2' - 1 1 3 / 4 " 9' - 0 " 19 ' - 7 3 / 4 " 14 ' - 4 1 / 2 " 19 ' - 4 " 45 ' - 1 1 3 / 4 " 3' - 3 3 / 4 " 42 ' - 8 1 / 2 " 46 ' - 0 " 21' - 1 1/2" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" DWDW DW DW DW DW DW DW A-236 3 A-236 1 A-236 4 A-236 2169' - 1" 44 ' - 8 1 / 2 " 3' - 5 " 8' - 7 " 12 ' - 4 " 21 ' - 7 " 45 ' - 1 1 " 4' - 6 1/2"2' - 5"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 21' - 0 1/4"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" A-236 3 A-236 1 A-236 4 A-236 2169' - 1" 44 ' - 8 1 / 2 " 3' - 5 " 8' - 7 " 12 ' - 4 " 21 ' - 7 " 45 ' - 1 1 " 4' - 6 1/2"2' - 5"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8" 21' - 0 1/4"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" DW DW DW DW DW DW DW DW A-237 3 A-237 2 A-237 1 A-237 4 169' - 2 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 6 1/4" 4' - 5 3/4" 44 ' - 8 1 / 2 " 4' - 2 " 7' - 1 0 1 / 4 " 12 ' - 4 " 21 ' - 7 1 / 2 " 45 ' - 1 1 1 / 2 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" A-237 3 A-237 2 A-237 1 A-237 4 169' - 2 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 6 1/4" 4' - 5 3/4" 44 ' - 8 1 / 2 " 4' - 2 " 7' - 1 0 1 / 4 " 12 ' - 4 " 21 ' - 7 1 / 2 " 45 ' - 1 1 1 / 2 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" A-160 4 ROOF GUTTER CONDENSERS IN ROOF WELL 10' - 4" 11 ' - 3 " 3 A-160 Sim ____________________________________________________ 10' - 4" 6' - 9 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" DARK BRICK FIBER CEMENT LAP SIDING LIGHT BRICKSTOREFRONT BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" DARK BRICKFIBER CEMENT LAP SIDING LIGHT BRICK OPEN AIR CORRIDOR BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" LIGHT BRICKDARK BRICK DARK BRICKFIBER CEMENT LAP SIDING GARAGE DOOR BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2. BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BREEZEWAY DARK BRICK FIBER CEMENT LAP SIDING LIGHT BRICKSTOREFRONT BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" OPEN AIR STAIR LIGHT BRICKFIBER CEMENT LAP SIDING DARK BRICK STOREFRONT BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" OPEN AIR STAIR LIGHT BRICKDARK BRICK DARK BRICKFIBER CEMENT LAP SIDING BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2 BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " SOUTH ELEVATION BRICK 1,282 sq. ft. (43%) FIBER CEMENT 1,683 sq. ft. (57%) TOTAL: 2,965 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) NORTH ELEVATION BRICK 2,662 sq. ft. (91%) FIBER CEMENT 267 sq. ft. (9%) TOTAL: 2,929 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) EAST ELEVATION BRICK 9,620 sq. ft. (88%) FIBER CEMENT 1,255 sq. ft. (12%) TOTAL: 10,875 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) WEST ELEVATION BRICK 8,366 sq. ft. (81%) FIBER CEMENT 2,025 sq. ft. (19%) TOTAL: 10,391 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) EXTERIOR ELEVATION MATERIAL LEGEND PATTERN DESCRIPTION LIGHT BRICK, RUNNING BOND DARK BRICK, RUNNING BOND BR-1 BR-2 BR-3 BR-4 FC-1 ACCENT BRICK, RUNNING BOND MEDIUM BRICK, RUNNING BOND FIBER CEMENT PANEL W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4" LIGHT BRICK DARK BRICKFIBER CEMENT LAP SIDING GARAGE DOOR BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4" DARK BRICK LIGHT BRICKFIBER CEMENT LAP SIDING OPEN AIR CORRIDOR BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4"OPEN AIR STAIR DARK BRICK LIGHT BRICK FIBER CEMENT LAP SIDING BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4" DARK BRICKLIGHT BRICK FIBER CEMENT LAP SIDING BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4" DARK BRICKFIBER CEMENT LAP SIDING LIGHT BRICK BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4" DARK BRICKFIBER CEMENT LAP SIDING LIGHT BRICKDARK BRICK GARAGE DOOR BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2 BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " BLDG 2 -LEVEL 1 0" BLDG 2 -LEVEL 2 10' -7 7/8" BLDG 2 -LEVEL 3 21' -3 3/4"OPEN AIR STAIR DARK BRICK FIBER CEMENT LAP SIDING LIGHT BRICK LIGHT BRICK DARK BRICK BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2 BLDG 2 -PEAK 49' -0 5/8" BLDG 2 -EAVE 31' -2 5/8" 49 ' - 0 5 / 8 " EXTERIOR ELEVATION MATERIAL LEGEND PATTERN DESCRIPTION LIGHT BRICK, RUNNING BOND DARK BRICK, RUNNING BOND BR-1 BR-2 BR-3 BR-4 FC-1 ACCENT BRICK, RUNNING BOND MEDIUM BRICK, RUNNING BOND FIBER CEMENT PANEL SOUTH ELEVATION BRICK 4,152 sq. ft. (60%) FIBER CEMENT 2,746sq. ft. (40%) TOTAL: 6,898 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) WEST ELEVATION BRICK 6,000 sq. ft. (85%) FIBER CEMENT 1,035sq. ft. (15%) TOTAL: 7,035 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) EAST ELEVATION BRICK 4,282 sq. ft. (63%) FIBER CEMENT 2,551 sq. ft. (37%) TOTAL: 6,833 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) NORTH ELEVATION BRICK 4,540 sq. ft. (72%) FIBER CEMENT 1,771 sq. ft. (19%) TOTAL: 6,311 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #2 UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #3 UNIT MASONRY COLOR, #4 CANOPY OVER ENTRY DOOR CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL BRICK WINDOW SILLDOWNSPOUTS LOCATED IN NICHES 1 0" / 1'-0"1 0 " / 1 '-0 " 5 A-510 Sim ____________________________________________________ ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M A X H E I G H T 31 ' - 8 3 / 4 " BU I L D I N G 6 M A X H E I G H T 31 ' - 2 3 / 4 " BUILDING 6 FOUNDATION LINE BUILDING 3 FOUNDATION LINE BUILDING 3 - 6" FOUNDATION STEP DOWN BUILDING 3 - 6" FOUNDATION STEP DOWN BUILDING 6 - 6" FOUNDATION STEP UP BUILDING 3 - 6" FOUNDATION STEP DOWN BUILDING 6 - 6" FOUNDATION STEP UP LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #2 UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #3 UNIT MASONRY COLOR, #4 CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL BRICK WINDOW SILL DOWNSPOUTS LOCATED AT ROOFING VALLEY 5 A-510 Sim ____________________________________________________ LOCATION FOR UNIT SIGNAGE ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M A X H E I G H T 31 ' - 8 3 / 4 " BU I L D I N G 6 M A X H E I G H T 31 ' - 2 3 / 4 " BUILDING 6 FOUNDATION LINE BUILDING 3 FOUNDATION LINE BUILDING 3 - 6" FOUNDATION STEP BUILDING 3 - 6" FOUNDATION STEP BUILDING 6 - 6" FOUNDATION STEP BUILDING 3 - 6" FOUNDATION STEP BUILDING 6 - 6" FOUNDATION STEP LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR #3 ASPHALT SHINGLE ROOFINGDOWNSPOUT ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M A X H E I G H T 31 ' - 8 3 / 4 " LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR #2CANOPY OVER ENTRY DOOR UNIT MASONRY COLOR #4 ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M I N . H E I G H T 30 ' - 2 3 / 4 " EXTERIOR ELEVATION MATERIAL LEGEND PATTERN DESCRIPTION LIGHT BRICK, RUNNING BOND DARK BRICK, RUNNING BOND BR-1 BR-2 BR-3 BR-4 ACCENT BRICK, RUNNING BOND MEDIUM BRICK, RUNNING BOND PERCENTAGE MASONRY REQUIRED:100% PERCENTAGE MASONRY PROVIDED:100% LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" MAIN MASSING 19' - 8" NOTCH 1' - 4" 10 ' - 7 7 / 8 " 10 ' - 7 7 / 8 " 1 0" / 1'-0"1 0 " / 1 '-0 " EQ EQ EQ EQ R O O F LI N E A N G L E R O O F LIN E A N G L E S T A R TI N G A T F L O O R LI N EFACADE ELEMENTS ALIGNED WITH MAJOR INTERSECTIONS OF ROOF LINE ANGLE GRID EQ.EQ6' - 0"6' - 0"EQ.ROOF PEAK 30' -2 3/4" TY P I C A L H E I G H T 30 ' - 2 3 / 4 " W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #3UNIT MASONRY COLOR, #2 UNIT MASONRY COLOR, #4 CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTELBRICK WINDOW SILL DOWNSPOUTS LOCATED AT ROOFING VALLEY BU I L D I N G 5 M A X H E I G H T 30 ' - 8 3 / 4 " ROOF PEAK 30' -2 3/4" BU I L D I N G 4 M A X H E I G H T 30 ' - 2 3 / 4 " BUILDING 4 FOUNDATION LINE BUILDING 5 FOUNDATION LINE BUILDING 5 - 6" FOUNDATION STEP DOWN LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #3 UNIT MASONRY COLOR, #2 UNIT MASONRY COLOR, #4 CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL BRICK WINDOW SILL DOWNSPOUTS LOCATED AT ROOFING VALLEY 5 A-510 Sim ____________________________________________________ROOF PEAK 30' -2 3/4" BU I L D I N G 4 M A X H E I G H T 30 ' - 2 3 / 4 " BUILDING 5 FOUNDATION LINE BUILDING 4 FOUNDATION LINE BUILDING 5 - 6" FOUNDATION STEP BU I L D I N G 5 M A X H E I G H T 30 ' - 8 3 / 4 " LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #4UNIT MASONRY COLOR, #1 ROOF PEAK 30' -2 3/4" BU I L D I N G 4 M A X H E I G H T 30 ' - 2 3 / 4 " LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #1CANOPY OVER ENTRY DOOR DOWNSPOUT ROOF PEAK 30' -2 3/4" BU I L D I N G 4 M A X H E I G H T 30 ' - 2 3 / 4 " ASPHALT SHINGLE ROOFING EXTERIOR ELEVATION MATERIAL LEGEND PATTERN DESCRIPTION LIGHT BRICK, RUNNING BOND DARK BRICK, RUNNING BOND BR-1 BR-2 BR-3 BR-4 ACCENT BRICK, RUNNING BOND MEDIUM BRICK, RUNNING BOND PERCENTAGE MASONRY REQUIRED:100% PERCENTAGE MASONRY PROVIDED:100% W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" ROOF PEAK 30' -2 3/4" UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #4 CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL DOWNSPOUTS LOCATED IN NICHES 5 A-510 Sim ____________________________________________________ BU I L D I N G 7 , 1 0 , 1 1 , A N D 1 2 M A X H E I G H T 31 ' - 2 3 / 4 " BUILDING 10 AND 11 FOUNDATION LINE BUILDING 7 AND 12 FOUNDATION LINE BUILDING 10 AND 11 - 6" FOUNDATION STEP BUILDING 10 AND 11 - 6" FOUNDATION STEP BUILDING 7 AND 12 - 6" FOUNDATION STEP BUILDING 7 AND 12 - 6" FOUNDATION STEP LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" ROOF PEAK 30' -2 3/4" BU I L D I N G 7 , 1 0 , 1 1 , A N D 1 2 M A X H E I G H T 31 ' - 2 3 / 4 " UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #4CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL DOWNSPOUTS LOCATED IN NICHES BUILDING 10 AND 11 FOUNDATION LINE BUILDING 10 AND 11 - 6" FOUNDATION STEP BUILDING 10 AND 11 - 6" FOUNDATION STEP BUILDING 7 AND 12 - 6" FOUNDATION STEP BUILDING 7 AND 12 - 6" FOUNDATION STEP LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" ROOF PEAK 30' -2 3/4"UNIT MASONRY COLOR, #4 CANOPY OVER ENTRY BU I L D I N G 1 0 A N D 1 1 M A X H E I G H T 31 ' - 2 3 / 4 " LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" ROOF PEAK 30' -2 3/4" UNIT MASONRY COLOR, #1 CANOPY OVER ENTRY BU I L D I N G 7 A N D 1 2 M A X H E I G H T 31 ' - 2 3 / 4 " EXTERIOR ELEVATION MATERIAL LEGEND PATTERN DESCRIPTION LIGHT BRICK, RUNNING BOND DARK BRICK, RUNNING BOND BR-1 BR-2 BR-3 BR-4 ACCENT BRICK, RUNNING BOND MEDIUM BRICK, RUNNING BOND PERCENTAGE MASONRY REQUIRED:100% PERCENTAGE MASONRY PROVIDED:100% W G R APEVINE MILLS CIR CLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE T X-1 2 1 E GRAPEVINE MILLS CIRCLE Grapevine Mills Multifamily July 03, 2024 Multifamily Guidelines Affidavit of Compliance THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL IT IS FOR ZONING APPROVAL ONLY. JANET SPEES 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 Dallas | Austin | San Antonio www. architexas.com 2900 S. Congress Ave. Suite 200 Austin, Texas 78704 p 512.444.4220 1907 Marilla St. Second Floor Dallas, Texas 75201 p 214.748.4561 417 8th Street San Antonio, Texas 78215 p 210.998.2422 Dallas | Austin | San Antonio www. architexas.com 1023 Springdale Road Building 11, Suite E Austin, Texas 78721 p 512.444.4220 1907 Marilla St. Second Floor Dallas, Texas 75201 p 214.748.4561 417 8 th Street San Antonio, Texas 78215 p 210.998.2422 Dallas | Austin | San Antonio www. architexas.com 1023 Springdale Road Building 11, Suite E Austin, Texas 78721 p 512.444.4220 1907 Marilla St. Second Floor Dallas, Texas 75201 p 214.748.4561 417 8 th Street San Antonio, Texas 78215 p 210.998.2422 Dallas | Austin | San Antonio www. architexas.com 1023 Springdale Road Building 11, Suite E Austin, Texas 78721 p 512.444.4220 1907 Marilla St. Second Floor Dallas, Texas 75201 p 214.748.4561 417 8 th Street San Antonio, Texas 78215 p 210.998.2422 In conclusion, the design as submitted for the TCC Grapevine Mills project with the fully illustrated plan, showing buildings and landscaping fulfills the intents of the GDSM by creating a “community” that contains the cognitive cues discussed in the GDSM. In addition, the presented building design, treatments of parking and other site features conform to the GCSM as well. District-Specific Design Standards 1. Architectural Accommodations of Grade Change Does the plan retain grade to support the building plate including terraces, pati- os, decks and any accessory buildings adjoined to the primary structure? Complies: Yes No In Spirit 2. Pedestrian Connection Beyond The Project And District Does the plan provide pedestrian connections from units within the project to existing trails, sidewalks or other public and private walkways. Does the plan provide pedestrian connections to places within the development that abut pedestrian walkways that the City’s approved plans identify for the future? 3. Preserve and/or Restore The Natural Characteristic Of The District Does the plan include landscape development that continues the natural charac- teristics of the projects surroundings? Complies: Yes No In Spirit Complies: Yes No In Spirit Comments: Comments: Comments: 1 4. Perpetuate Residentially Derived Styling And Forms Does the plan use the following architectural components? • Pitched roof (gable or hip) • Organized roof massing where a dominant roof has subordinate roofs that extend form it. • 12 inch roof overhang • Roofed porches and balconies • No more than 45 horizontal feet of continuous wall without a horizon- tal offset of at least 4 feet • Dormers that break the cornice • Windows that align both horizontally and vertically • Openings in architectural forms defined by a roof are located symmet- rically within the form • Three stories maximum. These three stories may be over a parking podium. • Openings are treated with a jamb and/or head surround • The Void-to-Solid relationship for window-in-wall elements is less than 50% Complies: Yes No In Spirit Comments: 2 5. Provide Buffer Adjacent To Residentially Adverse Conditions Does the plan provide a buffer between residential land use and adjacent envi- ronmental conditions (e.g. loud sound) that would negatively impact the livabili- ty of the residential land? Complies: Yes No In Spirit Comments: 6. Provide A Land Use And Scale Transition Between Multifamily/Vertical Mixed-Use Development And Abutting Single Family Development. If the plan abuts an area of single-family residential land use, does it provide a “residential transition”? A residential transition must include two components: • Height Transition: For any element with a height above 35ft, this ele- ment can’t exceed one foot above 35ft in height for every 1ft of setback beyond 15ft. For example, you may have 36ft at 16ft setback, 37ft at 17ft and so on. • Scale Transition: Any element located within 20ft of a property line abutting a single-family land use must not have an elevation face area more than 1200 sq. ft. Complies: Yes No In Spirit Comments: 3 7. Provide Development That Maximizes Uses Appropriate To The Value Of The Setting And/Or Characteristic Of The Context. If the surrounding street-level use is NOT predominately residential, does the plan provide—or is the structure such that it could be leased to provide—first- floor or street-level land uses that are consistent with the context? If the plan has a distinct locational opportunity (such as being close to logistic, movement or transit hubs), does it provide—or is the structure such that is could be leased to provide—first-floor or street-level land uses that are consistent with this context? If the answer to either question is YES, does the plan provide—or could be rent- ed to provide—these land uses for at least 70% of the street-fronting first-floor space? Complies: Yes No In Spirit 8. Perpetuate Commercially Derived Styling And Forms Does the plan employ architectural styles and forms that include the following elements: • A predominately flat roof concealed by a raised parapet of at least 12in in height • All openings are vertically and horizontally aligned • Balconies are projected • Steel construction is exposed • The first floor plate is at least 15ft high at the street level • Void-to-solid relationships are 50% or greater void Complies: Yes No In Spirit Comments: Comments: 4 9. Preserve And Extend Thematic Streetscapes Does the plan continue the established streetscape of its surrounding District? This includes: • Matching light fixtures and spacing of light fixtures • Matching tree species, scale, placement and spacing • Matching paving material and paving pattern • Continuation of defined inset areas for on-street parking Complies: Yes No In Spirit 10. Maintain Compatibility With District Thematic Sign Features. Does the plan provide signage that is compatible with signage in the surrounding District? This includes: • Maintaining the relationship of signage to street-fronting building planes • Marinating the general appearance of the District’s signage • Maintaining sign illumination consistent with the District and its nightscape • Use of sign types consistent with the District and the context. This in- cludes commercial tenant signs, premise signs and project signs. Complies: Yes No In Spirit Comments: Comments: 5 11. Provide Responsive Interface To Open Space And Open Space Amenities. Does the plan address open space in ways that extend the open space into the project? This includes: • Elimination of parking aprons in the foreground between the structure and the open space • Extension of landscape species and patterns characteristic of the open space into the project • Orientation of buildings to that building placement breaks free from the normal orthogonal relation to street and bears relationship to features of the larger landscape • Extension of trails into the project • Use of fence design that does not visually disrupt the continuous ground plane Complies: Yes No In Spirit Comments: 6 12. Resort/Lodge/Prairie Styling And Forms. Does the plan use architectural styles derived from resort/lodge/prairie architectural precedents? These include: • Flat pitched gable or hipped rooves with long and un-interrupted ridges and cornices • Large roof overhangs with structural bracing such as brackets, angled braces, canted braced and exposed rafters • Tapered columns that are full masonry or have masonry bases • Use of flat roofs to accent pitched roofs • Variable plate heights • Vertical and Horizontal alignment of openings • Openings in architectural forms defined by a roof are located symmet- rically within the form • Use of decks and terraces • Architecturally enclosed balconies • Projected window jambs and/or headers • Structural details derived from timber construction detailing • Use of siding and masonry • Upper story insets within, or projections over, a lower story base Complies: Yes No In Spirit Comments: 7 13. Curvilinear Organization Of The Development Plan Does the plan have a curvilinear organization? This includes: • Gracefully meandering streets and drives with bends in the street and drive alignment that is responsive to grade • Merging street intersections where operations permit • Organically-shaped parking areas • Building orientations that are not tied to uniform street frontage • Drifted groupings of trees in lieu of straight rows with uniform spacing Complies: Yes No In Spirit 14. Conceal Visibility Of Service And Parking Functions Does the plan place service and parking functions so that such functions are NOT in the foreground yard space between any arterial or primary street and the buildings that are facing that street? Complies: Yes No In Spirit Comments: Comments: 8 15. Perpetuate Historic/Indigenous Derived Architectural Styling And Forms. Does the plan employ architectural styles and forms derived from the historic or indigenous character of the District? Such aspects include: • Commercially-scaled first floor with a 15ft plate • For building of three floors or greater, a tripartite architecture • Decorative and embellished front parapet • Street canopy • Portrait orientation of openings and subversion of openings • Continuous vertical corners often expressed as pilasters • Occasional use of roof forms as accent elements on the front elevation • Void-to-Solid ratio with greater void at the street level and greater solid at other levels • Treatment of openings with jamb and/or header surrounds • Use of belt courses to establish horizontal reference for placement of openings • Use of decorative brick bands and details Complies: Yes No In Spirit Comments: 9 16. Use Of Thematic Exterior Material, If Such Material Is Characteristic Of Dis- trict And Complies With The General Material Standards. If there is a surrounding District context, does the plan continue with the use of the dominant and characteristic material of the surrounding District? If so, is the use of that material in compliance with the General Material Stan- dards of the Building Manual? Dominant use of material means material that comprises at least 70% of the building exterior excluding openings. Complies: Yes No In Spirit 17. Orthogonal/Block Orientation Of The Development Plan. Does the plan have a block/orthogonal organization? This includes: • Straight streets with right angle intersections • Continuous street wall defined by alignment of buildings • Uniform spacing of street trees and street fixtures • Continue the urban blocks which are adjacent to the project • Have decorative cross walks or other intersection enhancements Complies: Yes No In Spirit Comments: Comments: 10 18. Pedestrian/Residential Activity Connection Between The Public Street And Living Units Fronting The Street. Does the plan present the public street with an external expression of the resi- dential activity? This means that the street level of the residential development is not commercially used or made capable for commercial use. This includes porches, stoops, terraces, patios, fenced front yards and steps up from an ap- proach grade. Complies: Yes No In Spirit 19. Maintain Height And Scale Compatibility With The Height And Scale Char- acteristic Of District. When height and scale are important attributes of the surrounding District’s identity, is the plan compatible with this height and scale? Such compatibility can be achieved through one or both of the following: • Upper-story setbacks that create a building mass at the street consistent with context • Horizontal offsets at the street level which reduce the lower floor pre- sentation of mass when the characteristic block size is exceeded. This creates the image of a block that is further subdivided through built rec- ognition of individual properties as described in the “Bay Modulation” section of the Building Manual. Complies: Yes No In Spirit Comments: Comments: 11 20. Use Of Bay Modulation Patterns That Are Compatible With Bay Modulation Of The District. Does the plan create a street frontage that continues the bay modulation of the block? Bay modulation refers to the architectural expression of individual build- ings within the block face. This is important to emulate the traditional block face of a downtown where buildings are normally built lot-line to lot-line in direct juxtaposition. In such downtowns, there is a complex street wall referred to as the “Bay” and the rhyth- mic and varied offset and appearance of that bay is referred to as “Bay Modula- tion.” Complies: Yes No In Spirit Comments: 12 21. Provide An Urbanized Streetscape. Does the plan provide an urbanized streetscape along the primary street frontage that is consistent with the char- acteristic urban street fabric within the District? Key features of an urbanized streetscape include: • The architectural plane fronting the primary street must create a con- tinuous street wall along the primary street frontage. Buildings must establish a “built-to” zone which extends from the primary street front property line and extends into the property a distance of 3ft and at least 75% of the primary street frontage much lie within this zone. NOTE: the location and depth of this zone may be modified upon City approval when the modification results in lateral expansion of a sidewalk space for a sidewalk restaurant or sidewalk retail or in the creation of an arcade along the street. • Street trees used in the streetscape should continue the use of an exist- ing tree species when the larger urban setting contains a thematic tree. If the surrounding urban setting does not have a thematic tree, the plan must choose from a list of approved plants. • Street lights must continue the uniform spacing and placement charac- teristic of the surrounding primary street. When a larger urban setting contains a thematic light or light standard, the plan must use that light standard. When no thematic light exists, the plan must choose a light or light standard appropriate for urban streetscape use. • Decorative paving should continue the characteristic paving material and pattern of the urban context when that context includes a thematic sidewalk treatment. When no thematic treatment exists, the project must use a sidewalk paving material and pattern appropriate for urban streets- cape use. Complies: Yes No In Spirit Comments: 13 22. Provide A “Borrowed Landscape” For The Primary Street Frontage Does the plan provide a “borrowed landscape” along the primary street frontage that preserved the general character of the District? This includes: • Elimination of parking aprons or walls between the building and street unless the landscape space abutting the street is greater than 20ft • Creation of an expanded parkway that is varied in dimension with the minimum parkway expansion being 15ft from the street right of way and with variations in width occurring at least every 200ft. Creation of pads for horizontal mixed use qualifies as varied Borrowed Landscape space • Use of a pedestrian trail in lieu of a pedestrian sidewalk. Sidewalks within the borrowed landscape space must be meandering pedestrian ways at least 8ft wide. Complies: Yes No In Spirit Comments: 14 23. Promote Horizontal Mixed Use Does the project create opportunities for stand-alone retail/restaurant pads with- in the street frontage of the primary street? In no case should the provision of a retail pad consume more than 50% of the multifamily frontage. Where the multifamily frontage is 300ft or less, a retail pad leave-out is not required. This retail pad requirement may be waived upon City Approval but a requirement for variable street definition (#24) still applies Complies: Yes No In Spirit Comments: 24. Provide Variable Street Definition Within The Block Face Along Primary Streets Does the plan create a variable street definition through the variable setback of multifamily structures fronting the primary street? No more than 50% of the project frontage may adhere to a uniform setback dimension. Horizontal offsets in the development plan set back line must be no less than 10 ft. Complies: Yes No In Spirit Comments: 15 A* = When closer to topography and golf course A** = When closer to Regional Roadways and other commercial areas District Specific Stan- dards (A = Applicable) 360/Airport District Grapevine Mille South District Grapevine Mills North District Gaylord/SH 26 District Central Tran- sit District 1 Architectural accommo- dation of grade change A A 2 Pedestrian connection beyond project and district A A A A A 3 Preserve/restore charac- teristic natural mosaic A A 4 Residentially derived styling and forms/ pitched roof A A* 5 Buffer adjacent environ- mental encroachments A 6 Land use/scale transition from MF/SF A A 7 Maximize value capture opportunities A A 8 Commercially derived styling and forms A A**A 9 Preserve/perpetuate thematic streetscape A 10 Compatible with district, thematic signage features A A A 11 Responsive interface with open space and amenities A A A 12 Resort/lodge derived styling and forms A A 13 Curvilinear organization of development plan A A A A 14 Conceal visibility of ser- vice/parking functions from arterials/primary roads A A A 15 Historic/indigenous derived styling/forms A 16 Use of thematic exterior material if characteristic of district and complies with standards A 16 17 Orthogonal, block orga- nization of development plan A 18 Pedestrian/residential activity connection between street and living unit fronting street A 19 Height and scale com- patibility with height and scale characteristic of district A 20 Bay modulation pattern compatibility with the- matic bay modulation of district A 21 Urbanized streetscape A 22 Provide “Borrowed” landscape for street en- hancement A 23 Promote horizontal mixed-use A A A 24 Variable street definition to create a more complex street scape A A* = When closer to topography and golf course A** = When closer to Regional Roadways and other commercial areas 17 General Standards for Multifamily Development Part A: Site and Design a. Contextual Relationships 1. Community Structure: Each plan for a project larger than 100 units must provide: i. Benches: at least one every 700ft or one per block, whichever is less ii. Bike Racks: a capacity for 4 bikes at each residential building and 14 at the central pedestrian facility iii. Trash Disposal Units: one trash receptacle at each bench iv. Pedestrian Lighting: one light standard at least every 100ft 2. Cognitive Structure: Development site plans should avoid a “maze-like” arrangement of streets and drives and should provide a clear demarcation of sub-areas arranged with reference to an internal destination. 3. Edge Definition: Planting of the edge must provide visual concealment of at least 70% of the perimeter fence using evergreen plants. Moreover, at least 70% of these plants must have foliage from ground to top capable of providing a screen. Edge screening must be planted in natural drifts that appear as native plant clusters. 4. Traffic Calming: Any multifamily plan must illustrate traffic calming mea- sures using traffic tables, intersections, traffic circles, chokers, roadway neck downs at intersections, center island narrowing or rumble strips. Speed bumps are prohibited. Comments: Comments: Comments: Comments: Complies: Yes No In Spirit Complies: Yes No In Spirit Complies: Yes No In Spirit Complies: Yes No In Spirit 18 b. Connections Beyond The Project 1. Relationship With And Connections To The City Fabric: The site plan for any multifamily development must portray the extent to which the following elements of the City Fabric are continued or otherwise responded to: i. Curb Cuts and Driveways: Development plans much seek to continue flow between projects by coordinating points of ingress and egress so that efficient maneuvers to and from serving public streets are possible. Coordination of routing traffic volumes anticipated by individual project TIA’s is a required consideration of a development plan being considered by the City. ii. Thoroughfares And Roadways: A development plan that lays within the path of a thoroughfare as planned or committed to by adjacent devel- opment or of a thoroughfare that has been adjusted by the Council must make provision for the extension of the right of way of such thoroughfare when traffic projected densities necessitate extension. iii. Trails: A proposed multifamily development plan must consider appropriate trail routing through the proposed development so that a cohesive trail network can evolve over time. iv. Open Space: The proposed development plan must consider exten- sion of the open space or expansion of the open space, or consider how development portrayed by the development plan can relate to and define the open space. v. Contextual Characteristics: Any multifamily development plan must illustrate how various aspects of the context will also be manifest in the development design. Key aspects of the context include streetscape themes, continuity of water or water bodies, extension of indigenous plan drifts, continuity of road sections, treatment of parking, protection of and continuity with adjacent land uses, continuation of tree canopies and canopy species, continuity of natural features, extension of surface water management strategies, and continuity of edge treatments. Comments: Complies: Yes No In Spirit 19 c. Lot Occupancy 1. In a development plan that’s required to be curvilinear as outlined by the Dis- trict Specific Standards, such a plan must establish a building relationship to the street such that: i. At least 60% of the interior street and drive-fronting buildings within the development plan design and 75% of buildings facing public streets serving the project must be sited so that the front building plane (the plane facing the street) is not parallel to the street right of way. ii. A minimum of 30% of the yard space along interior streets and drives, and 50% of the yard space fronting public streets serving the project, must be covered by a landscape approach defined by organic plant mass- ing and natural drifts. Complies: Yes No In Spirit Comments: 2. Building Relation to the Street and Orthogonal Plan Layouts: Plan designs that are required to be orthogonal, as outlined by the District Specific Standards, must establish a building relationship to the street such that: i. The development plan must establish a “build-to” line for the interior streets and drives of the project that will vary from the required 3ft build- to line along the plan’s exterior public streets as specified in the District Specific Standards. This build-to line must be at least 9ft form the street or drive back of curb. ii. The presence of repetitive stoops, terraces or porches which project into the yard space created by the build-to line cannot be closer than 5ft to the street or drive back of curb and must project at least 4ft from the primary building mass. These projections must be architecturally contained such that they are part of the overall façade composition. The offset space created between the projected stoop, porch or terrace and the primary building mass must be a landscape space, leaving a 5ft minimum pedestrian space at the street edge. Complies: Yes No In Spirit Comments: 20 d. Parking: Placement and Configuration 1. Parking Facility Type: i. Structured Parking: Parking within the Transit Center Character Zone must be structured when the project exceeds 20 units per acre. Projects exceeding 40 units per acre in any other Character Zone must provide structured parking. ii. Surface Parking Areas: Projects with a unit density between 28 and 39 units per acre that provide aggregated surface parking must comply with the following: 1. Aggregated parking areas with more than 70 parking spaces (not including street or drive head-in parking) must be located in a place that is not visible to the primary street serving the project or located so that the parking area may be screened. Parking garages located such that they front a public street must have architectural eleva- tions that complement the design style of the multifamily structures. “Complement” in this context means that they must share similar horizontal offsets, organization of openings, and use of materials. 2. Aggregated parking areas in non-orthogonal development plan designs must also have a curvilinear configuration. 3. Aggregated parking areas must be landscaped Complies: Yes No In Spirit 2. Head-in parking along streets: Before the parking demand for aggregated parking areas is determined, head-in street and drive parking must be provided to the extent permitted by the streetscape design. Complies: Yes No In Spirit Comments: Comments: 21 e. Site Open Space Requirement 1. Open space as a percent of total development area: At least 20% of the site area identified in any multifamily plan must be set aside as open space. Site areas that qualify as open space set asides include: i. Areas protecting existing natural features and/or plant communities ii. Areas used for the surface management of storm water that are not structures iii. Any retained water iv. Project amenity areas that are visually accessible from streets and/or drives v. Playgrounds vi. Pedestrian trails vii. Borrowed street landscape areas viii. Pedestrian accessible areas between structures open to access by the project population Complies: Yes No In Spirit Comments: 2. Form giving influence: Open space provided within any development plan must serve as a frontage for at least 25% of the structures within the project, where buildings can define the edge of open space, except for the Transit Center District where street frontage is prioritized. Complies: Yes No In Spirit Comments: 22 f. Preservation of Natural Drainage 1. Natural Drainageways: Any development plan for multifamily development in Grapevine must illustrate the extent to which natural drainage within the lot, parcel or tract exists and is preserved through design initiatives that preserve, restore or replicate natural drainage patterns. Any disruption of natural drainage patterns must be approved by the City of Grapevine. Complies: Yes No In Spirit Comments: 23 g. Storm Weather Management Facilities 1.Storm weather management structures: Any development plan for mul- tifamily development in the City of Grapevine, where structured storm water management solutions are requires must adhere to the following: i.Minimize structured means of water management: Plans must min- imize the use of cross drainage structures, armored channels, concrete flow ways, and other structured solutions to storm water management, unless such structures are for the purpose of creating a pedestrian or urban activity at a water edge. ii.Maintain natural shapes and form in the creation of detention/re- tention facilities and created drainageways (a.k.a. flow management facilities): Water collection points and/or pools created by nature have shapes that are clearly organic. Therefore, plans should avoid straight lines, hard angles, and regular geometric shapes in the creation of flow management facilities. iii.Landscape with natural elements: Where storm water management design creates conditions that support indigenous plants, measures must be taken to landscape such facilities in ways that allow such plants. iv.Respect natural sub-systems: Proper design of flow management fa- cilities should, where appropriate, include diverse ecological settings such as deep water (limnetic zones) in combination with shallow water (lit- toral zones), wetlands, ephemeral flows, and greater states of hydration which can support plant communities associated with these zones. Complies: Yes No In Spirit Comments: 24 h. Grading 1 Grading for multifamily development in the City of Grapevine must adhere to the following: i.Avoid steep grades: Grades equal to or greater than 20% are consid- ered steep and shall not be graded to create building lots. However, indi- vidual buildings which make grade transition within the building, porch or terrace expansions are permitted and therefore the limited disturbance of grade needed to accomplish this is permitted also. ii.Conform to standards for tree protection: Any tree over three inches in caliper remaining on a lot, parcel or tract (that is, trees not approved for removal) and exposed to the building activity or within 30ft of the building activity (hereinafter regulated trees) shall be protected as fol- lows: a. Tree fencing: Regulated tree trunks shall be protected within a visible “tree fence” at least 36 inches tall and protecting the tree and ground around the tree to a minimum distance from the trunk equal to the distance of the tree drip line or 10 feet, whichever is less. b. Tree marking: All regulated trees shall be marked with a green surveyor tape which indicates “Protected Tree” status. c. Ground compaction avoidance: Measures shall be taken to min- imize ground compaction within the dripline of a Regulated Tree. Grading within the ground protected by a tree fence is prohibited. d. Maintenance of normal hydration: Measures shall be taken to maintain normal hydration of a Regulated Tree. Complies: Yes No In Spirit Comments: 25 Part B: Building Design Standards a.Street Interface 1. Semi-public space adjacent to streets: i. Canopies and store fronts are limited to urban setting such as primary street frontage in the Transit Center Character Zone. ii. In any single building block, there must be at least one expression of a first-floor, semi-public space within the street-facing elevation. If a cano- py of storefront is used to meet this standard, it must occupy at least 50% of the length of the elevation. 2. Residential Design Standards: If building frontage defines the edge of an open space, each building block must have at least one first-floor pedestrian space that is part of the architectural design. i. Store fronts must be set within a minimum first-floor plate height of 15ft. and must be comprised of vertical and horizontal subdivisions with- in which any area of un-supported glass is no smaller than 16 square feet. Vertical and horizontal subdivisions shall be at least two inches wide. Complies: Yes No In Spirit Comments: 2. Residential Design Standards: If building frontage defines the edge of an open space, each building block must have at least one first-floor pedestrian space that is part of the architectural design. i. Store fronts must be set within a minimum first-floor plate height of 15ft. and must be comprised of vertical and horizontal subdivisions with- in which any area of un-supported glass is no smaller than 16 square feet. Vertical and horizontal subdivisions shall be at least two inches wide. Complies: Yes No In Spirit Comments: 26 b. Elevation Composition 1. The exterior design of any multifamily structure must comprise an overall pattern. This pattern includes: i. Regulating lines that organize its elements ii. Proportioning iii. Hierarchy of dominant and subordinate elements Complies: Yes No In Spirit Comments: CONTINUED ON THE NEXT PAGE 27 2. Openings and features of any building must have a common justification. i. When a pitched roof design is used, all windows—except dormer win- dows—must be below the cornice detail. ii. When a flat roof design is used, all windows must be at least 2ft below the parapet. iii. When both a pitched roof and flat roof design are used in the same elevation, the window heads must align horizontally. iv. Windows may abut the cornice detail if the window header modulates the banding or detailing of the cornice. v. Openings within an elevation must have a common reference line that engages the sill or head. vi. Windows within an elevation must have a common vertical reference line from the first to the top floor. vii. Windows must align with the features that define the architectural form. For example, windows in a gable cannot be arbitrarily distributed within the face of the gable unless specifically approved by the City. viii. Excepting first floor store front or vertical mixed-use structure, all openings must be square or portrait in orientation. ix. Windows, doors and other openings must be articulated within a pro- jected surround or header unless otherwise approved by the City. Complies: Yes No In Spirit Comments: b. Elevation Composition (continued) CONTINUED ON THE NEXT PAGE 28 b. Elevation Composition (continued) 3. All elevations of a structure must receive equal treatment of style on all el- evations of a structure so as to avoid the common pitfall whereby only the street-facing façade is adequately styled and structured. 4. Forms created within the elevation, such as towers, bays and plate changes, must be derived from functions within the plan. Design approaches which seek to decorate a “space plan” derived independent of the elevation design are pro- hibited. Complies: Yes No In Spirit Complies: Yes No In Spirit Comments: Comments: 29 b. Street wall complexity and exterior offsets 1. Building offsets: i. Residential building blocks may not have more than 50 linear feet of wall without a wall offset. ii. Horizontal wall offsets must be at least 4ft. This may include balconies if contained within the confines of the offset. Any balconies projected from the face must have an architectural enclosure. iii. Architectural forms such as enclosed porches, stair towers, projected bays or stacked balconies maybe projected from the building block or recessed within it and must be accompanied by a roof in the roof massing that corresponds to the architectural form. Complies: Yes No In Spirit Comments: 30 d. Void to Solid Ratio 1. For the first floor of a vertical mixed-use plan wherein the first floor has a commercial use, the void-to-solid ratio must be greater than or equal to 1.5:1 (the amount of void being greater than the amount of solid). The solid portions of the first floor façade must extend vertically to the floors above and parapet detail. Complies: Yes No In Spirit Comments: 2. For floors above the first floor in a vertical mixed-use plan (or for all floors in a residential plan), the void-to-solid ratio must be less than or equal to 0.5:1 (the amount of void being less than the amount of solid). Complies: Yes No In Spirit Comments: 31 e. Architectural Enclosures 1. All projected stair towers, elevator shafts, and cantilevered building projec- tions (other than balconies) must be architecturally enclosed. This means that they must be enclosed in an architectural skin and must be expressed as a roof form. Complies: Yes No In Spirit Comments: 32 f. Roof form: Rooves and the roof lines they create are essential design elements for higher-value structures. Visible roof design must: 1. Be legible. There must be a clear organization of a dominant roof mass from which subordinate roof masses extend. Complies: Yes No In Spirit 2. Be balanced. A single roof pitch must be used within the total composition. Different roof pitches are permitted for tower forms which are not engaged with the general roof form. Permitted roof forms include gables, hips, barrels if used a secondary forms, sheds if used as secondary forms, and flat. Complies: Yes No In Spirit Comments: Comments: 33 g. Style Integrity 1. The use of architectural detailing associated with a style must use the charac- teristic detailing of that style. Complies: Yes No In Spirit 2. The use of systems or materials that replicate the work of a trade or artisan are prohibited. Construction details which are traditionally derived from the work of an artisan (such as a metal smith, carpenter or stonemason) must use a mate- rial in which the characteristic craftsperson can work. Complies: Yes No In Spirit Comments: Comments: 34 h. Chimneys 1. In pitched roof styles and other traditional styles, the chimney must be ter- minated with a chimney cap that conceals the metal spark arrestor and visually reads as a traditional tile flue system, unless otherwise approved by the City. Complies: Yes No In Spirit Comments: 2. In pitched roof styles and other traditional styles, the chimney shaft must be enclosed with unit masonry, stone or 3-coat stucco with a minimum dimension of 4.5ft x 3ft, unless otherwise approved by the City. 3. In pitched roof styles and other traditional styles, the rise of the chimney shaft must be detailed so that the chimney has complexity in plan as well as elevation. Complies: Yes No In Spirit Complies: Yes No In Spirit Comments: Comments: 35 Part C: Building Construction Standards a.Materials and Application of Materials 1. Primary Material. At least 70% of the exterior façade of a 4-story structure or 80% of the exterior façade of a 3-story structure or 100% of the exterior façade of a structure less than 3 stories must be one of the following: i. Brick. Clay brick, modular size, hard-fired and meeting severe weath- er standards. Embossed or molded brick is generally prohibited unless specifically approved by the City. All brick shall be laid so as to avoid stacked joints and all building corners—both inside and outside—must be executed in a toothed masonry fashion. Weeping or slumped joints are prohibited. ii. Stone. Stone must be laid in a typical load-bearing pattern. Character- istics of such pattern include: 1. Tight mortar joints with no more than 30% of joints larger than 3/8 inches. 2. Coursed patterns such as Ashlar, Coursed Chopped Stone and Coursed Rubbed Stone. Mosaic and un-coursed rubble stone-work are prohibited unless specifically approved by the City. 3. Cultured stone or other faux stone products are prohibited. 4. All stone must be laid so as to avoid stacked joints and all cor- ners—both inside and outside—must be executed in a toothed ma- sonry fashion. iii. Other Stone. Cut stone/smoothed-face stone or Cut stone/smoothed- face stone that is mechanically attached with a stone veneer system may be used provided that the system uses a true stone. Complies: Yes No In Spirit Comments: CONTINUED ON THE NEXT PAGE 36 a.Materials and Application of Materials (continued) 2. Secondary Material. No more than 30% of the building façade may be a sec- ondary material. This includes: i. Stucco. 3-coat stucco on lath over a structural frame with expansion joints concealed by filling the joint with expandable filler that is troweled flat with the stucco, is the same color as the stucco and that matches the stucco surface texture is permitted. Dryvit/EFS type systems are prohibit- ed. Stucco is not permitted in the Central Transit District. ii. Metal. Architectural metal wall systems are permitted. iii. Siding. Wood or Cementacious siding is permitted in those Character Zones where pitched roof styles are permitted. Complies: Yes No In Spirit Comments: 3. Roof Material. Acceptable materials include: i. Flat Roof. Flat rooves may be either a built-up bituminous roof or a membrane roof provided that it is installed in accordance with the man- ufacturer’s specifications and issued a 30-year warranty. All flat rooves must be hidden from ground level view, behind a 12-inch parapet. ii. Pitched Roof. These may be either a standing-seam metal roof with standing folded and soldered seams, a commercial metal roof if approved by the City, slate, clay tile, or 40-year high profile composition single. All composition shingle rooves must have closed valleys. Concrete single products with a relief greater than ½ inch are prohibited. iii. Parapet Cap. These must be either clay brick, cut stone, cast stone, tile, or terra cotta. Pressed metal maybe used if is it specifically created to decoratively cap a parapet and if specifically approved by the City. Complies: Yes No In Spirit Comments: CONTINUED ON THE NEXT PAGE 37 a.Materials and Application of Materials (continued) 4. Material Change. Material changes in any elevation may occur only under the following conditions: i. Change occurs at an inside corner. ii. Change that occurs at an outside corner must wrap the corner and change at a location at least 12 inches from that corner and be designed as the termination of an architectural detail. iii. Change that occurs wherein the different material is contained within a distinct architectural form that projects from the primary architectural mass. iv. Change that reflects an offset between a lower and an upper floor where the offset is at least 6 inches. Material changes within the same architectural plane are prohibited. Complies: Yes No In Spirit CONTINUED ON THE NEXT PAGE Comments: 38 5. Relief. The City seeks to promote relief and dimension in architectural surfac- es, details, and motifs with the following requirements: i. The following materials are prohibited: Fiberglass, Styrofoam or stuc- co-over-styrofoam, plastic, aluminum. Stucco applied to look like pro- jected stone, Stucco applied to look like cast stone, Stucco applied to look like terra cotta, cementacious boards used in any application which makes a corner, cementacious boards used in any application which makes a mitre or decorative shape, Masonite or Masonite products, com- position wood products used as an exterior material, trimcraft used as a soffit board, or other smooth finished soffit board. ii. Relief in the treatment of cornices, overhangs, gable projections, bay windows, dormers, water tables, belt coursers, sills, surrounds, timber components and other expressions must be executed in ways that pro- duce depth, shadow and texture. iii. In coursed rubble stonework, stones must be laid into the wall as the stone would lay on the ground. No more than 20% of the stones in any elevation may be “flipped” sideways. iv. The minimum projection in any built-up profiles and decorative assembly must be ¾ inch per element of the assembly. A cornice detail comprised of three stepped bricks must have a total projection of 2 and ¼ inches. a.Materials and Application of Materials (continued) Complies: Yes No In Spirit Comments: CONTINUED ON THE NEXT PAGE 39 a.Materials and Application of Materials (continued) 6. Carpentered Exterior Trim. i. All carpentered exterior trim must be high-quality finished grade wood stock. ii. If a trim installation is to be joined along any continuous run of mate- rial, the required joint must be a “spline joint.” iii. All outside corners must be mitered and blocked with sufficient clo- sure that the joint is not visible from the street. iv. Corners must be closed by a carpentered joint. Trim clips are prohib- ited. v. Facia and gable rake must be stepped at the drip mold unless hidden by a gutter. vi. Carpentered trim that forms the veneer pocket must have a complex- ity achieved in trim mold, built-up step molding, or other traditional detail such as a dentil mold. Complies: Yes No In Spirit Comments: 40 b. Wall Construction 1. Wall Section. All wood-framed exterior walls must be constructed as follows: i. When shim- or flange-mounted windows are used in masonry ve- neered walls, framing may be conventional 2x4 framing. ii. When shim-mounted windows are used in stucco veneer walls or oth- er permitted material that does not require a masonry ledge or that does not project more than 3.5 inches from the sheathing, exterior walls must be framed with 2x6 members in order to achieve a 3.5-inch minimum offset within the opening. iii. When flange-mounted windows are used in stucco veneer walls or other permitted material that does not require a masonry ledge or that does not project more than 3.5 inches from the sheathing, a double 2x4 framing assembly is required that allows the flange to be mounted on the inner 2x4 section with the second 2x4 section providing the required offset from the window sash or door at the opening. Complies: Yes No In Spirit 2. Parapets. Where there is a flat roof, a parapet must extend at least 12 inches above the roof surface and conceal the roof material from ground-level view. Complies: Yes No In Spirit CONTINUED ON THE NEXT PAGE Comments: Comments: 41 3. Cornice Detail. All wall terminations at the roof must have a cornice detail comprised of at least 2 projected elements. Parapets must have a cap detail com- prised of at least 2 projected elements. Complies: Yes No In Spirit Comments: b. Wall Construction (continued) 4. Window Surrounds, Belt Courses and Base Courses. i. All openings in the exterior skin must have an architecturally appro- priate header and sill with an optional jamb. The required header and sill must project at least ¾ inches beyond the wall veneer. Window headers or sills may be either stone, cast stone, terra cotta, heavy timber (where appropriate for the style), or wood (where appropriate for the style). ii. Other architectural details like belt courses and base courses must be executed in the above materials and have a minimum projection of ¾ inch per element of detail. Complies: Yes No In Spirit Comments: 42 1. Roof Projections. No plumbing stacks, venting stacks, skylights, or attic ventilators may penetrate the roof surfaces facing the street/drive. If there are multiple street/drive facing exposures, no roof projection may penetrate the roof slope that slopes to the “fronting” street or drive. All such penetrations must be mounted straight and perpendicular to the ground (except for skylights and attic ventilators) and painted to blend with the roof color. Turbine vents are prohibit- ed. All vent stacks must have lead jacks. Complies: Yes No In Spirit Comments: c. Roof screening and appurtenances 2. Roof Mechanical. Roof mechanical must be screened behind a parapet wall or platform that is recessed into a pitched roof so that the incline of the roof slope creates a parapet wall. 3. Gutters, Downspouts, Scuppers and Collection Boxes. These must be copper or an enduring prefinished metal with a minimum 20-gauge thickness. Gutters must be a minimum of 6 inches, half-round profile and attached with gutter straps. Downspouts must be a minimum of 4 inches and round. Elbows and bends must be a minimum of 4 inches, plain and round. Fascia mounted gutter systems are prohibited unless custom designed and integral to the architecture. Complies: Yes No In Spirit Comments: Complies: Yes No In Spirit Comments: 43 d. Windows and Glazing 1. Glazing and Glazing Systems. Reflective glass is prohibited. Tinted glass and dark adhesive films where the transmission coefficient exceeds 27% is prohibited. Stained glass is allowed provided that the glass is crafted in accordance with sol- dered camping or “H” camping. No acrylic or pourable techniques are allowed. Glazing systems may be used in certain accent areas of specifically approved by the City. Complies: Yes No In Spirit Comments: 44 Part D: Landscaping, Fencing and Screening a. Site Landscaping 1 Leaf Mass Between Buildings. All multifamily development must provide trees between buildings. At least 60% of the planted area must be comprised of over-story (canopy). Complies: Yes No In Spirit 2. Layered Landscaping at Building Entries. Landscaping must be provided at building entries and must be “layered.” The building entry landscaping area must be comprised of at least 3 layers: one upper layer of medium evergreen shrub approximately 30-36 inches high and 2 layers of shorter shrubs or one shrub and an ornamental grass. These must be planted in beds having a minimum width of 72 inches. Upper layer shrubs must be 5-gallon container plants planted 30 inches on center with triangular spacing. Lower layer shrubs may be 3-gallon container plants planted 24 inches on center with triangular spacing. Complies: Yes No In Spirit CONTINUED ON THE NEXT PAGE Comments: Comments: 45 3. All landscape beds must be associated with walkways, roadways, amenity feature, buildings or screens. Floating, ornamental or non-associated landscape beds are prohibited. Complies: Yes No In Spirit a. Site Landscaping (continued) 4. Plant Sizing. Shrubs that serve a screening function must be sized at the time of planting such that they can serve as an effective screen within 2 years of the planting date. 3-gallon plants must be planted 30 inches on center with triangu- lar spacing and 2-gallon plants must be planted 24 inches on center with trian- gular spacing. Smaller container and bedding plants must be planted at least 12 inches on center with triangular spacing.. Complies: Yes No In Spirit Comments: Comments: 46 b. Fences and Screening Walls 1. Fence Materials. Visible perimeter fences that are compliant with the General Standards may be made of unit masonry, wrought iron with unit masonry corner columns, or masonry. If masonry, corner column and masonry interim column spacing is not to exceed 15ft and must have a masonry knee wall supporting wood or wrought iron infill. Complies: Yes No In Spirit Comments: 2. Gate Materials. Gates in fences constructed in accordance with Db1 above may be made from wrought iron with a wrought iron frame (complying with General Standards) or wood with frame members measuring a minimum of 1 and ½ inches thick by 3 and ½ inches wide and planks measuring at least 1 and ½ inches thick. Gates must be comprised of the same material as the fence. Complies: Yes No In Spirit Comments: CONTINUED ON THE NEXT PAGE 47 b. Fences and Screening Walls (continued) 3. Corner Expression of Support Structure. All property corners of a property line fence much be supported by a masonry column that is at least 10 square inches. Complies: Yes No In Spirit Comments: 4. Thin wall construction, cast or embossed concrete walls, picket materials not in compliance with the General Standards, iron fences with mechanical connec- tion assemblies, pre-fabricated decorative elements designed to slip over stock or tubular steel shapes, and plastic or vinyl fence component systems are prohibit- ed. Complies: Yes No In Spirit Comments: 48 c. Street Visible Wrought Iron 1.Frames and other structural support members may not be less than 1 and ¾ inches in either width measurement or 1 and ¾ inches in diameter if round. Complies: Yes No In Spirit Comments: 2. Pickets that are 5ft in length or height or less must have a minimum width of ¾ inches in either width dimension or diameter. When pickets are longer or tall- er than 5ft, the minimum with dimension is increased to 1 inch in the dimension that faces the street or 1 inch in diameter. Complies: Yes No In Spirit Comments: 3. Panels must be made of metal plate material with a minimum thickness of 3/16 inches. Complies: Yes No In Spirit Comments: CONTINUED ON THE NEXT PAGE 49 4. The wall thickness of any tubular steel must not be less than 3/32 inches.Complies: Yes No In Spirit Comments: 5. Decorative elements such as finials and rings must be made of solid stock material and welded to the pickets or to the frame made from the pickets if the pickets are solid stock material. Attachments to the pickets or frame and all other components of the wrought iron construction must be welded. Mechanical con- nections are prohibited. Complies: Yes No In Spirit Comments: c. Street Visible Wrought Iron (continued) 50 51 52 Grapevine Mills Multifamily Multifamily Guidelines Affidavit of Compliance Supplement July 03, 2024 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Not to Scale Figure 1 - Rendered Landscape PlanJob #: 22210 Not For Regulatory Approval, Permitting, or Construction Multi-family Grapevine, Texas TCC Grapevine // March 12, 2024 // Schematic Design SCHEMATIC PLAN RENDERING - OVERALL SITE0 30 60 120' PRIVATE UNIT YARDS EXISTING TREE CANOPY (TYP) VILLAGE AMENITY SPACE VILLAGE AMENITY SPACE 8'-0" PRIVATE UNIT YARDS PROVIDED AT TOWNHOMES GR A P E V I N E M I L L S P A R K W A Y GRAPEVINE MILLS BLVD GRA P E V I N E M I L L S B L V D GRA P E V I N E M I L L S C I R C L E 3-STORY MULTIFAMILY 4-STORY MULTIFAMILY HOTEL PRO P O S E D C O N N E C T I O N TO M I L L R U N T R A I L PUBLIC TRAIL SYSTEM ALONG STREET FRONTAGES FUTURE HOTEL SITE COMMUNITY DOG PARK & OPEN GREENSPACE COMMUNITY GATHERING SPACE WITH LARGE SPECIMEN TREE & SHADED SEATING BUILDING LEGEND HOTEL MULTIFAMILY TWO-STORY TOWNHOMES Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Not to Scale Figure 2 - 3 and 4 Story Multifamily Elevation Concepts Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 No.Date Revision © Copyright 2024 ELEVATION DESIGN STANDARDS A-194 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/2024 2:2 PITCH HEIGHT RATIO 1:1 PITCH HEIGHT RATIO BRICK PARAPET; REF 2/A-510 BRICK PARAPET; REF 2/A-510 ALIGNMENT OF VERTICAL AND HORIZONTAL OPENINGS TYPICAL WINDOW HEADER, SILL, AND RIBBED BRICK DETAIL; REF 3/A-510 TYPICAL BLDG 1, LEVEL 2 ROWLOCK AND RIBBED BRICK DETIAL; REF 4/A-510 BLDG 1, LEVEL 3 STACKED SOLDIER COURSE AND ROWLOCK BRICK DETIAL; REF 1/A-510 1" = 1'-0"4 CONCEPT DIAGRAMS 1" = 1'-0"3 BUILDING 1 ELEVATION DESIGN STRATEGY 1" = 1'-0"1 BUILDING 2 ELEVATION DESIGN STRATEGY 1" = 1'-0"2 BRICK DETAILS 1" = 1'-0"5 CONCEPTUAL MATERIAL PALETTE A B A ABB BC C ABC AB AB AB AB CB a b c b 1 2 3 1 2 a 04/01/2024 84 134 Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 No.Date Revision © Copyright 2024 ELEVATION DESIGN STANDARDS A-194 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/2024 2:2 PITCH HEIGHT RATIO 1:1 PITCH HEIGHT RATIO BRICK PARAPET; REF 2/A-510 BRICK PARAPET; REF 2/A-510 ALIGNMENT OF VERTICAL AND HORIZONTAL OPENINGS TYPICAL WINDOW HEADER, SILL, AND RIBBED BRICK DETAIL; REF 3/A-510 TYPICAL BLDG 1, LEVEL 2 ROWLOCK AND RIBBED BRICK DETIAL; REF 4/A-510 BLDG 1, LEVEL 3 STACKED SOLDIER COURSE AND ROWLOCK BRICK DETIAL; REF 1/A-510 1" = 1'-0"4 CONCEPT DIAGRAMS 1" = 1'-0"3 BUILDING 1 ELEVATION DESIGN STRATEGY 1" = 1'-0"1 BUILDING 2 ELEVATION DESIGN STRATEGY 1" = 1'-0"2 BRICK DETAILS 1" = 1'-0"5 CONCEPTUAL MATERIAL PALETTE A B A ABB BC C ABC AB AB AB AB CB a b c b 1 2 3 1 2 a 04/01/2024 84 134 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Af davit of Compliance Not to ScaleFigure 3 - For-Rent Townhome Elevation Concepts LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #2 UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #3 UNIT MASONRY COLOR, #4 CANOPY OVER ENTRY DOOR CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL BRICK WINDOW SILLDOWNSPOUTS LOCATED IN NICHES 10" / 1'-0"1 0" / 1'-0" 5 A-510 Sim ____________________________________________________ ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M A X H E I G H T 31 ' - 8 3 / 4 " BU I L D I N G 6 M A X H E I G H T 31 ' - 2 3 / 4 " BUILDING 6 FOUNDATION LINE BUILDING 3 FOUNDATION LINE BUILDING 3 - 6" FOUNDATION STEP DOWN BUILDING 3 - 6" FOUNDATION STEP DOWN BUILDING 6 - 6" FOUNDATION STEP UP BUILDING 3 - 6" FOUNDATION STEP DOWN BUILDING 6 - 6" FOUNDATION STEP UP LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR, #2 UNIT MASONRY COLOR, #1 UNIT MASONRY COLOR, #3 UNIT MASONRY COLOR, #4 CORBEL BRICK DETAIL AT GABLE ROOF LINE SOLDIER BRICK LINTEL BRICK WINDOW SILL DOWNSPOUTS LOCATED AT ROOFING VALLEY 5 A-510 Sim ____________________________________________________ LOCATION FOR UNIT SIGNAGE ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M A X H E I G H T 31 ' - 8 3 / 4 " BU I L D I N G 6 M A X H E I G H T 31 ' - 2 3 / 4 " BUILDING 6 FOUNDATION LINE BUILDING 3 FOUNDATION LINE BUILDING 3 - 6" FOUNDATION STEP BUILDING 3 - 6" FOUNDATION STEP BUILDING 6 - 6" FOUNDATION STEP BUILDING 3 - 6" FOUNDATION STEP BUILDING 6 - 6" FOUNDATION STEP LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR #3 ASPHALT SHINGLE ROOFINGDOWNSPOUT ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M A X H E I G H T 31 ' - 8 3 / 4 " LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" UNIT MASONRY COLOR #2CANOPY OVER ENTRY DOOR UNIT MASONRY COLOR #4 ROOF PEAK 30' -2 3/4" BU I L D I N G 3 M I N . H E I G H T 30 ' - 2 3 / 4 " EXTERIOR ELEVATION MATERIAL LEGEND PATTERN DESCRIPTION LIGHT BRICK, RUNNING BOND DARK BRICK, RUNNING BOND BR-1 BR-2 BR-3 BR-4 ACCENT BRICK, RUNNING BOND MEDIUM BRICK, RUNNING BOND PERCENTAGE MASONRY REQUIRED:100% PERCENTAGE MASONRY PROVIDED:100% LEVEL 1 0" LEVEL 2 10' -7 7/8" ROOF EAVE 21' -3 3/4" MAIN MASSING19' - 8"NOTCH1' - 4" 10 ' - 7 7 / 8 " 10 ' - 7 7 / 8 " 10" / 1'-0"1 0" / 1'-0" EQ EQ EQ EQ ROOF LINE ANGLE RO OF LINE ANGLE STARTING AT FLOOR LINEFACADE ELEMENTS ALIGNED WITH MAJOR INTERSECTIONS OF ROOF LINE ANGLE GRID EQ.EQ6' - 0"6' - 0"EQ.ROOF PEAK 30' -2 3/4" TY P I C A L H E I G H T 30 ' - 2 3 / 4 " W G RAPEVINE M ILLS CIRCLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE TX-121 E GRAPEVINE MILLS CIRCLE Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 No.Date Revision © Copyright 2024 PURPOSE STATEMENT: The purpose of Z24-03 is to rezone 28.7 acres from “HCO”, Hotel Corporate Office District to “CC”, Community Commercial District. The purpose of conditional use permit CU24-17 is to develop a master site development with multifamily buildings 2-4 story in height and to allow the possession, storage, retail sales of on-and off-premise consumption of alcoholic beverages (beer, wine, and mixed beverages) in conjunction with a restaurant, within a six-story hotel with 249 rooms.” BUILDING 3 & 6 - ELEVATIONS A-221 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P k w y Gr a p e v i n e , T X 7 6 0 5 1 22210 06/14/2024 1" = 10'-0"1 BUILDING 3 & 6 - SOUTHWEST ELEVATION 1" = 10'-0"4 BUILDING 3 & 6 - NORTHEAST ELEVATION 1" = 10'-0"3 BUILDING 3 & 6 - NORTHWEST ELEVATION 1" = 10'-0"2 BUILDING 3 & 6 - SOUTHEAST ELEVATION N 1" = 10'-0"5 FACADE PROPORTIONAL STUDY 0 2.5 5 10'0 2.5 5 10' 0 2.5 5 10'0 2.5 5 10' 0 2.5 5 10' KEYPLAN Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Af davit of Compliance Figure 4 - Civil Site Plan Not to Scale 28.704 Acres ( 1,250,333 Sq. Ft.) MASTER SITE DEVELOPMENT PLAN TCC GRAPEVINE MILLS LOTS 2-4, BLOCK 1 , GRAPEVINE MILLS WELLS ADDITION 1,250,333 Sq. Ft./28.704 Acres HEIRS OF JAMES GIBSON SURVEY ~ ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC with CUP April 2024 PURPOSE STATEMENT Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 5 - Landscape Site Details NOTE: THIS SPACING DIAGRAM REFERS TO ALL SHRUB, ORNAMENTAL GRASS, GROUNDCOVER, PERENNIAL AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. PLANTING AS SPECIFIED ON PLANTING PLANS SCALE: 1/2"= 1'-0" DETAIL: TYP. TRIANGULAR SPACING01 NOTE: THIS DETAIL REFERS TO ALL GROUNDCOVER, PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. 3" MULCH LAYER-HARDWOOD MULCH ROOTBALL-SET FLUSH W/ GRADE AS SHOWN PLANT MATERIAL PER PLANS/ SCHEDULE PLANTING MIX TILLED WITH EXISTING SOIL TO MIN 6" MIN. DEPTH-REF. LANDSCAPE NOTES UNDISTURBED SUBGRADE SCALE: 1/2"= 1'-0" DETAIL: TYP. GROUNDCOVER PLANTING02 NOTE: THIS DETAIL REFERS TO ALL SHRUB AND ORNAMENTAL GRASS PLANTINGS UNLESS OTHERWISE NOTED. PLANT MATERIAL PER PLANS. SCHEDULE ROOTBALL-SET FLUSH W/ GRADE AS SHOWN 3" MULCH LAYER-HARDWOOD MULCH PLANTING MIX TILLED WITH EXISTING SOIL TO MIN 6" MIN. DEPTH-REF. LANDSCAPE NOTES UNDISTURBED SUBGRADE SCALE: 1/2"= 1'-0" DETAIL: TYPICAL SHRUB PLANTING03 LAWN AREA (UNLESS OTHERWISE NOTED) GALVANIZED STEEL EDGING, AS SPECIFIED FINISHED GRADE 3" HARDWOOD MULCH METAL STAKE PREPARED PLANTING BED AS SPECIFIED UNDISTURBED SUBGRADE SCALE: 1/2"= 1'-0" DETAIL: STEEL EDGING04 NOTES: 1. ONLY STAKE TREES THAT ARE NOT CAPABLE OF STANDING UPRIGHT WITHOUT FALLING OR LEANING. 2. USE (3) TREE STABILIZER TREE TUBES PER TREE. PLACE +/- 120 DEGREES APART. 3. INSTALL INSPECTION TUBE CAPS AND TREE TIES PER MANUFACTURER'S SPECIFICATIONS. 4. REF. PLANTING NOTES FOR MORE INFORMATION. TOP OF ROOTBALL TO BE 2: ABOVE FINISHED GRADE TREE STABILIZER TUBE (OR APPROVED EQUAL) INSTALL 60MM POLYETHYLENE TREE ROOT BARRIER WHERE TREE IS NEAR EXISTING/PROPOSED UTILITIES SEE L-400 FOR ADD. INFO. TREE BACKFILL MIX REF. PLANTING NOTES ROOTBALL- REMOVE ALL ROPES, WIRES AND CONTAINERS PRIOR TO PLANTING (IF BALLED & BURLAP, REMOVE TOP 13 OF BURLAP PRIOR TO PLANTING) 3" MULCH LAYER-HARDWOOD MULCH INSPECT TUBE-4: DIA. CUT 1' ABOVE FINISHED GRADE AND CAP W/ 4: DIA. DRAIN GRATE COVER. 3" HIGH WATER RETENTION BASIN EXCAVATE TREE PIT 2 TIMES ROOTBALL DIAMETER SCALE: 1/2"= 1'-0" DETAIL: TYPICAL TREE PLANTING06 COMPACTED SOIL/PLANTING MIX UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE 4" DIA. PERFORATED PVC PIPE, WRAPPED IN FILTER FABRIC, TO TIE INTO STORM SYSTEM WASHED COARSE GRAVEL BACKFILL W/ FILTER FABRIC WRAP MINIMUM AREA OF BRANCH CLEARANCE SCALE: 1/4"= 1'-0" DETAIL: TREE BRANCH CLEARANCE05 SCALE: 1/2"= 1'-0" ELEVATION: MONUMENT SIGN (CONCEPT DESIGN SUBJECT TO CHANGE)A CAST STONE CAP BRICK VENEER TO MATCH ARCH MASONRY COLUMNS Project No. Date 22210.00 07.03.2024 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. TYLOR DRAKE JOHNSON TEXAS LIC NO: 3769 GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 ZONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company Kevin Hickman Senior Vice President 2100 McKinney Avenue, Suite 800 Dallas, TX 75201 (214) 863-4277 LANDSCAPE ARCHITECT: GFFdesign, inc. Drake Johnson, RLA 3030 Nowitzki Way, Suite 400 Dallas, TX 75219 (214) 303-1500 Z24-03/CU24-17 & DETAILS PLANT SCHEDULE LS-1.04 17 98 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 6a - Landscape Site Plan Not to Scale GRAP E V I N E M I L L S C I R C L E STAR S A N D STR I P E S W A Y OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E variable width public ROW (formerly known as Anderson-Gibson Rd.) GRAPEVINE MILLS BOULEVARD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S PROPERTY LINE (TYP) SETBACK LINE (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING TREES IN PUBLIC R.O.W. TO REMAIN (TYP) The purpose of this Conditional Use Permit is to allow the use of Multifamily development on the Community Commercial District. Project No. Date 22210.00 07.03.2024 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. TYLOR DRAKE JOHNSON TEXAS LIC NO: 3769 GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 ZONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company Kevin Hickman Senior Vice President 2100 McKinney Avenue, Suite 800 Dallas, TX 75201 (214) 863-4277 LANDSCAPE ARCHITECT: GFFdesign, inc. Drake Johnson, RLA 3030 Nowitzki Way, Suite 400 Dallas, TX 75219 (214) 303-1500 Z24-03/CU24-17 SITE PLAN OVERALL LS LS-1.00 ·ALL LAWN SURFACES TO BE FULLY IRRIGATED WITH 100% HEADTO HEAD COVERAGE. NO ROTOR SPRAY HEADS ARE TO BE USED ·ALL TREES TO BE IRRIGATED WITH MIN. (2) BUBBLERS. ·ALL PLANTER BEDS TO BE IRRIGATED VIA DRIP IRRIGATION. ·SLEEVES TO BE PROVIDED AS NEEDED TO CONNECT IRRIGATIONLINES TO ANY PLANTED MEDIANS OR OTHER LANDSCAPE AREASSEPARATED BY PAVEMENT PRIOR TO PAVEMENT INSTALLATION. ·NO IRRIGATION SPRAY IS TO BE DIRECTED ONTO WALKWAYS OROTHER PAVEMENT. ·ALL IRRIGATION LINES SHALL BE LEAK-TESTED PRIOR TO BURIAL. ·SPRINKLER HEADS TO BE INSTALLED ONLY AFTER SYSTEM HASBEEN COMPLETELY FLUSHED. ·ALL IRRIGATION AND RELATED EQUIPMENT INCLUDING (BUT NOTLIMITED TO) PIPING, VALVES, CONTROLLERS, BACKFLOWPREVENTER(S), THRUST BLOCKS, CONTROL WIRE, VALVE BOXES,SPRINKLER HEADS, RISERS, ETC. TO BE INSTALLED ACCORDINGTO MANUFACTURER'S SPECIFICATIONS. ·'AS-BUILT' DRAWINGS FOR ALL IRRIGATION PLUMBING ANDEQUIPMENT SHALL BE ACCURATELY MAINTAINED DURINGINSTALLATION AND PROVIDED TO OWNER AT TIME OF FINALACCEPTANCE. ·IRRIGATION MUST FOLLOW ALL TCEQ 30 TAC 344 REGULATIONS. IRRIGATION 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. 3. LIGHT FIXTURES EXCLUDING ACCENT LIGHTING OF ARCHITECTURAL BUILDING FEATURES AND LIGHTING OF PUBLIC ART OR PUBLIC MONUMENTS SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT OF THE PRIMARY STRUCTURE ON THE PROPERTY. IN NO CASE SHALL LIGHT POLES BE GREATER THAN 30 FEET IN HEIGHT. CITY OF GRAPEVINE - GENERAL LANDSCAPE NOTES: 0 50' 100' 200' Scale: 1"=100'-0" A.MIXED PLANTING AREA - EXCAVATE AS NEEDED TO PROVIDE 12” OF PLANTING MIX AND 3” OF HARDWOOD MULCH; PLANT (10) #5 CONTAINER SHRUBS; (10) #3 CONTAINER SHRUBS PER 100 SQ.FT. PROVIDE AUTOMATIC IRRIGATION SYSTEM. B.GROUNDCOVER PLANTING AREA - EXCAVATE AS NEEDED TO PROVIDE 8” OF PLANTING MIX AND 3” OF HARDWOOD MULCH; PLANT (45) #1 CONTAINER GROUNDCOVER PLANTS PER 100 SQ.FT. PROVIDE AUTOMATIC IRRIGATION SYSTEM. C.LAWN AREA - PROVIDE MIN. 6" TOPSOIL COMPOST MIX WITH BERMUDA TIF 419 SOLID SOD. PROVIDE AUTOMATIC IRRIGATION SYSTEM. PLANTING DESCRIPTION: W G R A P E V I N E M I L L S C I R C L E VICINITY MAP 1" = 1000' GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E G R A P E V I N E M I L L S C I R C L E TX- 1 2 1 E GR A P E V I N E M I L L S CIRC L E CONDITIONAL USE STATEMENT: SEE SHEET LS-1.02 SEE SHEET LS-1.01 LEGEND 13 98 SEE SHEET LS-1.03 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 6b - Enlarged Landscape Site Plan Not to Scale water esmt. Doc. No. D210042450 OPRTCT 50' utility esmt. Vol. 12429, Pg. 2207 DRTCT 50' perimeter utility esmt. Vol. 12429, Pg. 2207 DRTCT TP & L Co. esmt. Vol. 9981, Pg. 975 DRTCT 50' building line D224008529 OPRTCT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W W W W WWW WW W W W CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL EXISTING TREE TO REMAIN (TYP) CONCRETE PAVING (TYP) CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE A' CONCRETE PAVING (TYP) PEDESTRIAN BENCH (TYP) CONCRETE PAVER 'TYPE A' CONCRETE PAVER 'TYPE A' PAVERS @ CROSSWALKS SPECIMEN TREE PROPOSED MID-BLOCK CROSSWALK KEY PLAN Project No. Date 22210.00 07.03.2024 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. TYLOR DRAKE JOHNSON TEXAS LIC NO: 3769 GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 ZONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company Kevin Hickman Senior Vice President 2100 McKinney Avenue, Suite 800 Dallas, TX 75201 (214) 863-4277 LANDSCAPE ARCHITECT: GFFdesign, inc. Drake Johnson, RLA 3030 Nowitzki Way, Suite 400 Dallas, TX 75219 (214) 303-1500 Z24-03/CU24-17 SITE PLAN ENLARGED LS LS-1.01 PLANTING LEGEND ORNAMENTAL TREE (QTY: 182)CRAPE MYRTLE H 15'-25' W 6'-15'DESERT WILLOW H 15'-25' W 6'-15'POSSUMHAW HOLLY H 15'-20' W 15'-20'TEXAS REDBUD H 15'-20' W 15'-20' MEDIUM CANOPY TREE (QTY: 40)TEXAS RED OAK H 30'-35' W 20'-30'WESTERN SOAPBERRY H 30'-40' W 25'-35'LACEY OAK H 20'-35' W 15'-20'LEYLAND CYPRESS H 40'-50' W 10'-15' LARGE CANOPY TREE (QTY: 112)CEDAR ELM H 50'-60' W 40'-50'BUR OAK H 50'-60' W 40'-50'LIVE OAK H 25'-35' W 35-55'CHINAQUAPIN OAK H 50'-60' W 40'-50'SOUTHERN MAGNOLIA H 60'-80' W 30'-50' EXISTING TREE TO REMAIN(1 CREDIT CLAIMED) REPLACEMENT PERIMETER TREES(QTY: 13) PEDESTRIAN AREA LIGHT16' HT., 100' SPACING MAX. PEDESTRIAN BENCHTO BE SELECTED1 PER 700 LINEAR FEET MIN. BIKE RACK (4 SPACES)TO BE SELECTED BIKE RACK (4 SPACES)TO BE SELECTED NOTE: ALL REQUIRED TREES ARE TO BE 3" CAL. MIN. 0 20' 40' 80' Scale: 1"=40'-0" MA T C H L I N E : S E E S H E E T L S 1 . 0 3 MATCHLINE: SEE SHEET LS 1.02 14 98 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 6c - Enlarged Landscape Site Plan Not to Scale var. width access esmt. Doc. No. D210259704 & Doc. No. D210042451 OPRTCT 5' x 5' waterline esmt. Doc. No. D210042451 OPRTCT access esmt. Doc. No. D210003200 OPRTCT Drainage Easement Doc. No. D207195454 OPRTCT Drainage Easement Doc. No. D207195454 OPRTCT Utility Easement Doc. No. D207195454 OPRTCT 50' utility esmt. & building line Vol. 12429, Pg. 2207 DRTCT 50' building line D224008529 OPRTCT 20' landscape esmt. (Tract 3) Vol. 12747, Pg. 503 DRTCT Drainage Easement Doc. No. D207195454 OPRTCT GRAP E V I N E M I L L S C I R C L E OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW WW W W W W CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE B' CONCRETE PAVER 'TYPE A' PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL PAVERS @ CROSSWALKS BICYCLE PARKING (TYP) 2 SPACES / BOLLARD EXISTING TREE TO REMAIN (TYP) CONCRETE PAVING (TYP) CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE A' CONCRETE PAVER 'TYPE A' CONCRETE PAVER 'TYPE A' PAVERS @ CROSSWALKS PROPOSED MID-BLOCK CROSSWALK PROPOSED MID-BLOCK CROSSWALK 6 Sp. @ 9 ' = 5 4 ' 10 Sp. @ 9 ' = 9 0 ' 4 Sp. @ 9 ' = 3 6 ' 7 Sp. @ 9 ' = 6 3 ' 10 Sp. @ 9 ' = 9 0 ' 9 Sp. @ 9 ' = 8 1 ' 10 Sp. @ 9 ' = 9 0 ' 10 Sp. @ 9 ' = 9 0 ' 10 Sp. @ 9 ' = 9 0 ' 12 Sp. @ 9 ' = 1 0 8 ' 10 Sp. @ 9 ' = 9 0 ' 10 Sp. @ 9 ' = 9 0 ' 10 Sp. @ 9 ' = 9 0 ' 6 Sp. @ 9 ' = 5 4 ' 6 Sp. @ 9 ' = 5 4 ' 6 Sp. @ 9 ' = 5 4 ' 6 Sp. @ 9 ' = 5 4 ' 4 Sp. @ 9 ' = 3 6 ' KEY PLAN Project No. Date 22210.00 07.03.2024 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. TYLOR DRAKE JOHNSON TEXAS LIC NO: 3769 GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 ZONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company Kevin Hickman Senior Vice President 2100 McKinney Avenue, Suite 800 Dallas, TX 75201 (214) 863-4277 LANDSCAPE ARCHITECT: GFFdesign, inc. Drake Johnson, RLA 3030 Nowitzki Way, Suite 400 Dallas, TX 75219 (214) 303-1500 Z24-03/CU24-17 SITE PLAN ENLARGED LS LS-1.02 0 20' 40' 80' Scale: 1"=40'-0" MA T C H L I N E : S E E S H E E T L S 1 . 0 3 MATCHLINE: SEE SHEET LS 1.01 15 98 PLANTING LEGEND ORNAMENTAL TREE (QTY: 182)CRAPE MYRTLE H 15'-25' W 6'-15'DESERT WILLOW H 15'-25' W 6'-15'POSSUMHAW HOLLY H 15'-20' W 15'-20'TEXAS REDBUD H 15'-20' W 15'-20' MEDIUM CANOPY TREE (QTY: 40)TEXAS RED OAK H 30'-35' W 20'-30'WESTERN SOAPBERRY H 30'-40' W 25'-35'LACEY OAK H 20'-35' W 15'-20'LEYLAND CYPRESS H 40'-50' W 10'-15' LARGE CANOPY TREE (QTY: 112)CEDAR ELM H 50'-60' W 40'-50'BUR OAK H 50'-60' W 40'-50'LIVE OAK H 25'-35' W 35-55'CHINAQUAPIN OAK H 50'-60' W 40'-50'SOUTHERN MAGNOLIA H 60'-80' W 30'-50' EXISTING TREE TO REMAIN(1 CREDIT CLAIMED) REPLACEMENT PERIMETER TREES(QTY: 13) PEDESTRIAN AREA LIGHT16' HT., 100' SPACING MAX. PEDESTRIAN BENCHTO BE SELECTED1 PER 700 LINEAR FEET MIN. BIKE RACK (4 SPACES)TO BE SELECTED BIKE RACK (4 SPACES)TO BE SELECTED NOTE: ALL REQUIRED TREES ARE TO BE 3" CAL. MIN. Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 6d - Enlarged Landscape Site Plan Not to Scale 10' landscape esmt. Vol. 12429, Pg. 2207 DRTCT & 50' gas pipeline esmt. Vol. 12429, Pg. 2150 DRTCT 50' building line D224008529 OPRTCT (formerly known as Anderson-Gibson Rd.) GAS W W W W W W W W W W W WWW W W W W W W W W WW W W W WW W W W W W W W W W W W W W W W W W W W W W W W W S S S PROPERTY LINE (TYP) SETBACK LINE (TYP), REF CIVIL CONCRETE PAVING (TYP) CONCRETE PAVER 'TYPE A' PAVERS @ CROSSWALKS SPECIMEN TREE CONCRETE PAVING (TYP) REFERENCE LOT 3 LANDSCAPE PLAN Project No. Date 22210.00 07.03.2024 TDJ BW RevisionDateNo. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. TYLOR DRAKE JOHNSON TEXAS LIC NO: 3769 GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 ZONING SUBMISSION Landscape Plan DEVELOPER: Trammell Crow Company Kevin Hickman Senior Vice President 2100 McKinney Avenue, Suite 800 Dallas, TX 75201 (214) 863-4277 LANDSCAPE ARCHITECT: GFFdesign, inc. Drake Johnson, RLA 3030 Nowitzki Way, Suite 400 Dallas, TX 75219 (214) 303-1500 Z24-03/CU24-17 SITE PLAN ENLARGED LS LS-1.03 0 20' 40' 80' Scale: 1"=40'-0" MA T C H L I N E : S E E S H E E T L S 1 . 0 2 MA T C H L I N E : S E E S H E E T L S 1 . 0 1 KEY PLAN 16 98 PLANTING LEGEND ORNAMENTAL TREE (QTY: 182)CRAPE MYRTLE H 15'-25' W 6'-15'DESERT WILLOW H 15'-25' W 6'-15'POSSUMHAW HOLLY H 15'-20' W 15'-20'TEXAS REDBUD H 15'-20' W 15'-20' MEDIUM CANOPY TREE (QTY: 40)TEXAS RED OAK H 30'-35' W 20'-30'WESTERN SOAPBERRY H 30'-40' W 25'-35'LACEY OAK H 20'-35' W 15'-20'LEYLAND CYPRESS H 40'-50' W 10'-15' LARGE CANOPY TREE (QTY: 112)CEDAR ELM H 50'-60' W 40'-50'BUR OAK H 50'-60' W 40'-50'LIVE OAK H 25'-35' W 35-55'CHINAQUAPIN OAK H 50'-60' W 40'-50'SOUTHERN MAGNOLIA H 60'-80' W 30'-50' EXISTING TREE TO REMAIN(1 CREDIT CLAIMED) REPLACEMENT PERIMETER TREES(QTY: 13) PEDESTRIAN AREA LIGHT16' HT., 100' SPACING MAX. PEDESTRIAN BENCHTO BE SELECTED1 PER 700 LINEAR FEET MIN. BIKE RACK (4 SPACES)TO BE SELECTED BIKE RACK (4 SPACES)TO BE SELECTED NOTE: ALL REQUIRED TREES ARE TO BE 3" CAL. MIN. Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 7 - Drainage Plan Not to Scale CI T Y O F G R A P E V I N E TA R R A N T C O U N T Y , T E X A S LO T X , B L O C K X PR O P O S E D D R A I N A G E A R E A M A P C14 28.704 Acres ( 1,250,333 Sq. Ft.) Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance BLDG 1 -LEVEL 10"BLDG 1 - LEVEL 211' -7 7/8"BLDG 1 -LEVEL 322' -3 3/4"BLDG 1 -LEVEL 432' -11 5/8"BLDG 1-ROOF42' -1 1/2"DARK BRICKFIBER CEMENT LAP SIDING LIGHT BRICKSTOREFRONT BLDG 1 -PEAK65' -5"BLDG 1 -EAVE42' -1 1/2"65' - 5"BLDG 1 -LEVEL 10"BLDG 1 -LEVEL 211' -7 7/8"BLDG 1 -LEVEL 322' -3 3/4"BLDG 1 -LEVEL 432' -11 5/8"BLDG 1-ROOF42' -1 1/2"DARK BRICKFIBER CEMENT LAP SIDINGLIGHT BRICK OPEN AIRCORRIDOR BLDG 1 -PEAK65' -5"BLDG 1 -EAVE42' -1 1/2"65' - 5" BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" LIGHT BRICKDARK BRICK DARK BRICKFIBER CEMENT LAP SIDING GARAGE DOOR BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2. BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BREEZEWAY DARK BRICK FIBER CEMENT LAP SIDING LIGHT BRICKSTOREFRONT BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" OPEN AIR STAIR LIGHT BRICKFIBER CEMENT LAP SIDING DARK BRICK STOREFRONT BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" OPEN AIR STAIR LIGHT BRICKDARK BRICK DARK BRICKFIBER CEMENT LAP SIDING BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2 BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " SOUTH ELEVATIONBRICK 1,282 sq. ft. (43%)FIBER CEMENT 1,683 sq. ft. (57%)TOTAL: 2,965 sq. ft. (100%)(EXCLUDING DOORS AND WINDOWS)NORTH ELEVATIONBRICK 2,662 sq. ft. (91%)FIBER CEMENT 267 sq. ft. (9%)TOTAL: 2,929 sq. ft. (100%)(EXCLUDING DOORS AND WINDOWS) EAST ELEVATION BRICK 9,620 sq. ft. (88%) FIBER CEMENT 1,255 sq. ft. (12%) TOTAL: 10,875 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) WEST ELEVATION BRICK 8,366 sq. ft. (81%) FIBER CEMENT 2,025 sq. ft. (19%) TOTAL: 10,391 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) EXTERIOR ELEVATION MATERIAL LEGENDPATTERNDESCRIPTIONLIGHT BRICK, RUNNING BONDDARK BRICK, RUNNING BONDBR-1BR-2BR-3BR-4FC-1 ACCENT BRICK, RUNNING BONDMEDIUM BRICK, RUNNING BONDFIBER CEMENT PANEL W GRAPEVINE MILLS CIRCLE VICINITY MAP1" = 800'-0"GRAPEVINE MILLS BOULEVARD NSTARS AND STRIPES WAYGRAPEVINE MILLS PARKWAYFM-2499E GRAPEVINE MILLS CIRCLE TX-121E GRAPEVINE MILLS CIRCLE Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 KEY PLAN No.Date Revision © Copyright 2024 PURPOSE STATEMENT: The purpose of Z24-03 is to rezone 28.7 acres from “HCO”, Hotel Corporate Office District to “CC”, Community Commercial District. The purpose of conditional use permit CU24-17 is to develop a master site development with multifamily buildings 2-4 story in height and to allow the possession, storage, retail sales of on-and off-premise consumption of alcoholic beverages (beer, wine, and mixed beverages) in conjunction with a restaurant, within a six-story hotel with 249 rooms.” OVERALL BUILDING 1 ELEVATIONS A-200 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 06/14/2024 1" = 20'-0"5 B1 - NORTH ELEVATION 1" = 20'-0"6 B1 - SOUTH ELEVATION 1" = 20'-0"1 B1 - WEST ELEVATION 1" = 20'-0"2 B1 - WEST ELEVATION 2 1" = 20'-0"4 B1 - EAST ELEVATION 2 1" = 20'-0"3 B1 - EAST ELEVATION 0 5 10 20' 0 5 10 20'0 5 10 20' 0 5 10 20'0 5 10 20' 0 5 10 20'0 5 10 20' Figure 10 - Leasing Elevation Not to Scale BLDG 1 -LEVEL 10"BLDG 1 - LEVEL 211' -7 7/8"BLDG 1 -LEVEL 322' -3 3/4"BLDG 1 -LEVEL 432' -11 5/8"BLDG 1-ROOF42' -1 1/2"DARK BRICKFIBER CEMENT LAP SIDING LIGHT BRICKSTOREFRONT BLDG 1 -PEAK65' -5"BLDG 1 -EAVE42' -1 1/2"65' - 5"BLDG 1 -LEVEL 10"BLDG 1 -LEVEL 211' -7 7/8"BLDG 1 -LEVEL 322' -3 3/4"BLDG 1 -LEVEL 432' -11 5/8"BLDG 1-ROOF42' -1 1/2"DARK BRICKFIBER CEMENT LAP SIDINGLIGHT BRICKOPEN AIRCORRIDORBLDG 1 -PEAK65' -5"BLDG 1 -EAVE42' -1 1/2"65' - 5" BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" LIGHT BRICKDARK BRICK DARK BRICKFIBER CEMENT LAP SIDING GARAGE DOOR BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2. BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BREEZEWAY DARK BRICK FIBER CEMENT LAP SIDING LIGHT BRICKSTOREFRONTBLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" OPEN AIR STAIR LIGHT BRICKFIBER CEMENT LAP SIDING DARK BRICK STOREFRONTBLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " BLDG 1 -LEVEL 1 0" BLDG 1 -LEVEL 2 11' -7 7/8" BLDG 1 -LEVEL 3 22' -3 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BLDG 1-ROOF 42' -1 1/2" OPEN AIR STAIR LIGHT BRICKDARK BRICK DARK BRICKFIBER CEMENT LAP SIDING BUILDING STEP AT SLAB BREAK; HOLD LEVEL 2 BLDG 1 -PEAK 65' -5" BLDG 1 -EAVE 42' -1 1/2" 65 ' - 5 " SOUTH ELEVATIONBRICK 1,282 sq. ft. (43%)FIBER CEMENT 1,683 sq. ft. (57%)TOTAL: 2,965 sq. ft. (100%)(EXCLUDING DOORS AND WINDOWS)NORTH ELEVATIONBRICK 2,662 sq. ft. (91%)FIBER CEMENT 267 sq. ft. (9%)TOTAL: 2,929 sq. ft. (100%)(EXCLUDING DOORS AND WINDOWS) EAST ELEVATION BRICK 9,620 sq. ft. (88%) FIBER CEMENT 1,255 sq. ft. (12%) TOTAL: 10,875 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) WEST ELEVATION BRICK 8,366 sq. ft. (81%) FIBER CEMENT 2,025 sq. ft. (19%) TOTAL: 10,391 sq. ft. (100%) (EXCLUDING DOORS AND WINDOWS) EXTERIOR ELEVATION MATERIAL LEGENDPATTERNDESCRIPTIONLIGHT BRICK, RUNNING BONDDARK BRICK, RUNNING BONDBR-1BR-2BR-3BR-4FC-1 ACCENT BRICK, RUNNING BONDMEDIUM BRICK, RUNNING BONDFIBER CEMENT PANEL W GRAPEVINE MILLS CIRCLE VICINITY MAP1" = 800'-0"GRAPEVINE MILLS BOULEVARD NSTARS AND STRIPES WAYGRAPEVINE MILLS PARKWAYFM-2499E GRAPEVINE MILLS CIRCLE TX-121E GRAPEVINE MILLS CIRCLE Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 KEY PLAN No.Date Revision © Copyright 2024 PURPOSE STATEMENT: The purpose of Z24-03 is to rezone 28.7 acres from “HCO”, Hotel Corporate Office District to “CC”, Community Commercial District. The purpose of conditional use permit CU24-17 is to develop a master site development with multifamily buildings 2-4 story in height and to allow the possession, storage, retail sales of on-and off-premise consumption of alcoholic beverages (beer, wine, and mixed beverages) in conjunction with a restaurant, within a six-story hotel with 249 rooms.” OVERALL BUILDING 1 ELEVATIONS A-200 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 06/14/2024 1" = 20'-0"5B1 - NORTH ELEVATION 1" = 20'-0"6B1 - SOUTH ELEVATION 1" = 20'-0"1B1 - WEST ELEVATION 1" = 20'-0"2B1 - WEST ELEVATION 2 1" = 20'-0"4B1 - EAST ELEVATION 2 1" = 20'-0"3B1 - EAST ELEVATION 0 5 10 20' 0 5 10 20'0 5 10 20' 0 5 10 20'0 5 10 20' 0 5 10 20'0 5 10 20' Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 11 - Roof Plans Not to Scale A-160 4 ROOF GUTTER CONDENSERS IN ROOF WELL 10' - 4" 11 ' - 3 " 3 A-160 Sim ____________________________________________________ 10' - 4" 6' - 9 " Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 KEY PLAN No.Date Revision © Copyright 2024 PLAN NORTH OVERALL ROOF PLAN A-160 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P k w y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/2024 1" = 80'-0"1 OVERALL ROOF PLAN 3/32" = 1'-0"2 TYPICAL BUILDING ROOF PLAN 1/4" = 1'-0"3 ROOF SECTION 1/4" = 1'-0"4 CONDENSER WELL PLAN N 04/01/2024 79 134 A- 20 1 1 A- 20 1 5 A-201 7A-201 2 A-201 6 A-201 4 A- 20 0 1 A- 20 0 6 A- 20 0 3 A - 2 0 0 2 A - 2 0 0 5 A - 2 0 0 4 HV A C E Q P T HV A C E Q P T HV A C E Q P T HV A C EQ P T HV A C EQ P T HV A C EQ P T HVAC EQPTHVAC EQPTHVAC EQPTHVAC EQPT 2 A- 13 1 Si m __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HVAC EQPT TPO ROOF W/42" PARAPET HV A C EQ P T TP O R O O F W/ 4 2 " PA R A P E T HV A C EQ P T TP O R O O F W/ 4 2 " PA R A P E T HV A C EQ P T TP O R O O F W/ 4 2 " PA R A P E T HV A C EQ P T ROOF DRAIN TO DOWNSPOUT CONDENSERS IN ROOF WELL W G RAPEVINE MILLS CIRCLE VI C I N I T Y M A P 1" = 8 0 0 ' -0"GR A P E V I N E M I L L S BO U L E V A R D N ST A R S A N D S T R I P E S W A Y GRAPEVINE MILLS PARKWAY FM-2499 E GRAPEVINE MILLS CIRCLE TX-121 E GRAPEVINE MILLS CIRCLE Da t e Pr o j e c t N o . TH I S D O C U M E N T I S N O T F O R RE G U L A T O R Y A P P R O V A L , PE R M I T T I N G O R CO N S T R U C T I O N . JA S O N F E D O R S 30 3 0 N O W I T Z K I W A Y , S U I T E 4 0 0 DA L L A S , T X 7 5 2 1 9 21 4 . 3 0 3 . 1 5 0 0 KE Y P L A N No . D a t e Re v i s i o n © C o p y r i g h t 2 0 2 4 PL A N N O R T H MU L T I F A M I L Y BU I L D I N G S - RO O F P L A N A- 1 3 1 ZO N I N G S U B M I S S I O N GRAPEVINE MILLS MULTIFAMILY 2800 Grapevine Mills Parkway Grapevine, TX 76051 22 2 1 0 04 / 0 1 / 2 0 2 4 1" = 20'-0"1BUILDING 1 & BUILDING 2 - ROOF PLAN 3/16" = 1'-0"2ROOF SECTION AT CONDENSING WELL 04 / 0 1 / 2 0 2 4 62 13 4 A-201 1 A-201 5 A-201 7 A-201 2 A-201 6 A-201 4 A-200 1 A-200 6 A-200 3 A -2 0 02 A -2 0 05 A -2 0 04 HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT HVAC EQPT 2 A-131 Sim ____________________________________________________ HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT TPO ROOF W/42" PARAPET HVAC EQPT ROOF DRAIN TO DOWNSPOUT CONDENSERS IN ROOF WELL W G RAPEVINE M ILLS C IRCLE VICINITY MAP 1" = 800'-0" GRAPEVINE MILLS BOULEVARD N STARS AND STRIPES WAY GR A P E V I N E M I L L S P A R K W A Y FM - 2 4 9 9 E GRAPEVINE MILLS CIRCLE TX-121 E GRAPEVINE MILLS CIRCLE Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 KEY PLAN No. Date Revision © Copyright 2024 PLAN NORTH MULTIFAMILY BUILDINGS - ROOF PLAN A-131 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/2024 1" = 20'-0"1 BUILDING 1 & BUILDING 2 - ROOF PLAN 3/16" = 1'-0"2 ROOF SECTION AT CONDENSING WELL 04/01/2024 62 134 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Figure 12 - Building Plan Enlargements For-Rent Townhome Plan Enlargement - Street Facing Facade Multifamily Building Plan Enlargement - Street Facing Facade Multifamily Building Plan Enlargement - Alley Facing Facade Not to Scale DW DW DW DWDW DW DW A-221 1 A-221 4 A-221 2 A-221 3 148' - 2 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 6 1/4" 4' - 2 1/2" 18 ' - 2 " 19 ' - 8 " 11 ' - 9 3 / 4 " 2' - 1 0 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" 50 ' - 8 " 52 ' - 6 " A-221 1 A-221 4 A-221 2 A-221 3 148' - 2 1/4" 19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"1' - 4"19' - 8"2' - 6 1/4" 4' - 2 1/2" 18 ' - 2 " 19 ' - 8 " 11 ' - 9 3 / 4 " 2' - 1 0 " 50 ' - 8 " 52 ' - 6 " 21' - 1 1/2"21' - 0"21' - 0"21' - 0"21' - 0"21' - 0"21' - 1 1/2" EQ EQ Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 KEY PLAN No.Date Revision © Copyright 2024 BUILDING 3 & 6 - FLOOR PLAN A-133 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P k w y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/20241/8" = 1'-0"1 LEVEL 1 - BUILDING 3 & 6 - FLOOR PLAN 1/8" = 1'-0"2 LEVEL 2 - BUILDING 3 & 6 - FLOOR PLAN N 04/01/2024 63 134 UP UP DW DW DW DW DW DW DW DW DW DW DW DW DW DW A-201 1 A-2013 A-201 5 A-201 7 A-201 2 A-201 6 A-2014 B-5 STAIR A-2 A-3 ALT B-1 A-3 ALT A-3 A-6 B-4 B-6 E-2 A-1 ALT A-2 ALT A-2 STAIR B-3 ALT MAINT. 271' - 0 " 187' - 1 1/2 " 127' - 4 3/4" 1 A-301_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A-301_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BIKE ST O R A G E 14' - 2 1/2" 14' - 4 1/2 " 9' - 6 1 /2 " 23' - 6 " 11' - 0 " 27' - 3 " 13' - 5 " 25' - 9 1/2 " 11' - 7 1/2 " 25' - 6 " 13' - 7 " 25' - 1 " 10' - 9 " 23' - 0 3/4 " 24' - 2 1/4 " 11' - 1 0 1/4 " 26' - 0 1/2 " 11' - 1 0 1/4 " 24' - 2 1/4 " 10' - 9 " 26' - 3 " 14' - 1 1 1/4 " 14' - 0 " 67' - 11 1/2" 11' - 10 1/2"24' - 4"12' - 3 1/2"25' - 3"10' - 9"23' - 9 1/4"19' - 1 1/2" 4' - 0" 31 ' - 0" 25' - 3"12' - 3 1/2"24' - 7 1/2"11' - 7 1/2"24' - 4 1/2"11' - 7 1/2"25' - 11 1/2"15' - 4 1/2" 151' - 1 1/2" 19' - 9"12' - 0"11' - 6" 24' - 8 1/2" 11' - 10" 43' - 1 1/2 " FIRE RI S E R METERS 5' - 0" 36 ' - 0" W GRAPEVINE MILLS CIRCLE VICINITY MAP1" = 800'-0"GRAPEVINE MILLS BOULEVARD NSTARS AND STRIPES WAYGRAPEVINE MILLS PARKWAYFM-2499E GRAPEVINE MILLS CIRCLE TX-121E GRAPEVINE MILLS CIRCLE Date Project N o . THIS DO C U M E N T I S N O T F O R REGULA T O R Y A P P R O V A L , PERMIT T I N G O R CONSTR U C T I O N . JASON F E D O R S 3030 NO W I T Z K I W A Y , S U I T E 4 0 0 DALLAS , T X 7 5 2 1 9 214.303 . 1 5 0 0 KEY PLA N No. D a t e Revision © Copyri g h t 2 0 2 4 PLAN NO R T H BUILDIN G 2 - LEVEL 1 F L O O R PLAN A-121 ZONING SUBMISSION G R A P E V I N E M I L L S M U L T I F A M I L Y 2 8 0 0 G r a p e v i n e M i l l s P a r k w a y G r a p e v i n e , T X 7 6 0 5 1 22210 04/01/20 2 4 1/16" = 1 ' - 0 " 1 LEVEL 1 - B U I L I D N G 2 - F L O O R P L A N 04/01/20 2 4 59 134 UP UP DW DW DW DW DW DW DW DW DW DW DW DW DW DW A-201 1 A-2013 A-201 5 A-201 7 A-201 2 A-201 6 A-201 4 B-5 STAIR A-2 A-3 ALT B-1 A-3 ALT A-3 A-6 B-4 B-6 E-2 A-1 ALT A-2 ALT A-2 STAIR B-3 ALT MAINT. 271' - 0 " 187' - 1 1/2 " 127' - 4 3/4" 1 A-301________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A-301________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BIKE ST O R A G E 14' - 2 1/2" 14' - 4 1/2 " 9' - 6 1 /2 " 23' - 6 " 11' - 0 " 27' - 3 " 13' - 5 " 25' - 9 1/2 " 11' - 7 1/2 " 25' - 6 " 13' - 7 " 25' - 1 " 10' - 9 " 23' - 0 3/4 " 24' - 2 1/4 " 11' - 1 0 1/4 " 26' - 0 1/2 " 11' - 1 0 1/4 " 24' - 2 1/4 " 10' - 9 " 26' - 3 " 14' - 1 1 1/4 " 14' - 0 " 67' - 11 1/2" 11' - 10 1/2"24' - 4"12' - 3 1/2"25' - 3"10' - 9"23' - 9 1/4"19' - 1 1/2" 4' - 0" 31 ' - 0" 25' - 3"12' - 3 1/2"24' - 7 1/2"11' - 7 1/2"24' - 4 1/2"11' - 7 1/2"25' - 11 1/2"15' - 4 1/2" 151' - 1 1/2" 19' - 9"12' - 0" 11' - 6" 24' - 8 1/2" 11' - 10" 43' - 1 1/2 " FIRE RI S E R METERS 5' - 0" 36 ' - 0" W GRAPEVINE MILLS CIRCLE VICINITY MAP1" = 800'-0"GRAPEVINE MILLS BOULEVARD NSTARS AND STRIPES WAYGRAPEVINE MILLS PARKWAYFM-2499E GRAPEVINE MILLS CIRCLE TX-121E GRAPEVINE MILLS CIRCLE Date Project N o . THIS DO C U M E N T I S N O T F O R REGULA T O R Y A P P R O V A L , PERMIT T I N G O R CONSTR U C T I O N . JASON F E D O R S 3030 NO W I T Z K I W A Y , S U I T E 4 0 0 DALLAS , T X 7 5 2 1 9 214.303 . 1 5 0 0 KEY PLA N No. D a t e Revision © Copyri g h t 2 0 2 4 PLAN NO R T H BUILDIN G 2 - LEVEL 1 F L O O R PLAN A-121 ZONING SUBMISSION G R A P E V I N E M I L L S M U L T I F A M I L Y 2 8 0 0 G r a p e v i n e M i l l s P a r k w a y G r a p e v i n e , T X 7 6 0 5 1 22210 04/01/20 2 4 1/16" = 1 ' - 0 " 1 LEVEL 1 - B U I L I D N G 2 - F L O O R P L A N 04/01/20 2 4 59 134 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Affidavit of Compliance Not to Scale Figure 13 - Brick Details 3/4" 3/4" PREFINISHED METAL COPING KING BRICK SOLDIER COURSE TPO MEMBRANE ROOFINGCOVER BOARD BUILT-UP TAPERED INSULATION, SLOPED 1/4" TO DRAIN STEEL ROOF DECK STRUCTURAL STEEL FRAMING FASTENER AS REQUIRED BY MANUFACTURER WELDED SPLICE PLYWOOD SUBSTRATE 6" 7 1 / 4 " 2"2" 4" WOOD BLOCKING CONTINUOUS COPING CLEAT OSB SHEATHING PREFINISHED 4 MM ACM, PROFILED FASCIA ACM EXTRUSION BEYOND PREFINISHED DRIP EDGE CONTINUOUS CLEAT ROOF PEAK 30' -2 3/4" BLDG 1 -LEVEL 4 32' -11 5/8" BRICK LINTEL ROWLOCK BRICK SILL KING BRICK BRICK SOLDIER COURSE WINDOW AS SCHEDULED FLEXIBLE FLASHING WEEPS @ 24"O.C. WINDOW AS SCHEDULED 8" CAVITY DRAINAGE MAT 3/4" 2' - 0 " 4' - 7 7 / 8 " TYPICAL3/4" 1 1/2" 1 1/2" 3/4" BLDG 1 -LEVEL 2 11' -7 7/8" BRICK LINTEL ROWLOCK BRICK SILL KING BRICK BRICK SOLDIER COURSE STOREFRONT AS SCHEDULED FLEXIBLE FLASHING WINDOW AS SCHEDULED 3/4" 2' - 0 " 3' - 8 " TYPICAL3/4" ROWLOCK BRICK SILL 1X WOOD BLOCKING 3/4" 1 1/2" RAFTER REF. STRUCTURAL ROOF DECK PRE-FINISHED METAL DRIP FLASHING WALL SHEATHING AND WATER- RESISTIVE BARRIER AS SCHEDULED SEALANT SOFFIT PANEL, PAINTED COMPOSITE SHINGLE ROOF ROOF UNDERLAYMENT 1 X FIBER CEMENT TRIM SECURE WITH BRICK TIES AS REQUIRED 3/4" 3/4" CUT BRICK AS REQUIRED FOR ROOF ANGLE ACCENT COURSING TO COMPLY WITH MULTIFAMILY GUIDELINES PRIMARY ALIGNMENT OF BRICK VENEER 1' - 0" ROOF LINE BEYOND Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 No. Date Revision © Copyright 2024 SECTION DETAILS A-510 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/2024 1 1/2" = 1'-0"2 BRICK PARAPET 1 1/2" = 1'-0"3 TYP RIBBED BRICK DETAIL 1 1/2" = 1'-0"4 TYP LEVEL 2 RIBBED BRICK DETAIL 1 1/2" = 1'-0"5 DETAIL AT TH ROOF EAVE BLDG 1 -LEVEL 3 22' -3 3/4" ROWLOCK BRICK SILL KING BRICK WINDOW AS SCHEDULED 2' - 0 " 8 1/4" 3/4" BRICK PILASTER BEYOND 3/4" 3/4" 1 1/2" STEEL RELIEF ANGLE BRICK LINTEL STOREFRONT AS SCHEDULE 3/4" 1X WOOD BLOCKING KING BRICK SOLDIER COURSE 6 3/4" 1 1/2" = 1'-0"1 BRICK DETAIL @ LEASING/AMENITY 04/01/2024 118 134 Date Project No. THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. JASON FEDORS 3030 NOWITZKI WAY, SUITE 400 DALLAS, TX 75219 214.303.1500 No.Date Revision © Copyright 2024 ELEVATION DESIGN STANDARDS A-194 ZONING SUBMISSION GR A P E V I N E M I L L S MU L T I F A M I L Y 28 0 0 G r a p e v i n e M i l l s P a r k w a y Gr a p e v i n e , T X 7 6 0 5 1 22210 04/01/2024 2:2 PITCH HEIGHT RATIO 1:1 PITCH HEIGHT RATIO BRICK PARAPET; REF 2/A-510 BRICK PARAPET; REF 2/A-510 ALIGNMENT OF VERTICAL AND HORIZONTAL OPENINGS TYPICAL WINDOW HEADER, SILL, AND RIBBED BRICK DETAIL; REF 3/A-510 TYPICAL BLDG 1, LEVEL 2 ROWLOCK AND RIBBED BRICK DETIAL; REF 4/A-510 BLDG 1, LEVEL 3 STACKED SOLDIER COURSE AND ROWLOCK BRICK DETIAL; REF 1/A-510 1" = 1'-0"4CONCEPT DIAGRAMS 1" = 1'-0"3 BUILDING 1 ELEVATION DESIGN STRATEGY 1" = 1'-0"1 BUILDING 2 ELEVATION DESIGN STRATEGY 1" = 1'-0"2 BRICK DETAILS 1" = 1'-0"5CONCEPTUAL MATERIAL PALETTE ABAABBBCC ABCABABABABCB a b c b 123 12 a 04/01/2024 84 134 Job #: 22210 Not For Regulatory Approval, Permitting, or Construction Multifamily Residential Grapevine, Texas Grapevine Mills Multifamily // July 03, 2024 // Af davit of Compliance M 0!, h ----------- /"N - - - Vd, 12429 Pq 2207 DATI 71- .U� BEGINNING W 12429 P, 2 B��-5955` 9 "F"F POINT OF —67.44' -7 25' E "'y 14S 074f�� E IM 80' 5 44'2VOW E, 71 Vs� T�XN.11- IM, Pg, 2207 W 12429 PF 2207 DR-1 2 M Ohty ��t Ni"T --,P2 4OD852§ LPRX� 1v Vu 'mPq W 12429. PF �e7 & vN 12747, Pq 503 ptTCT 9WPRi 4 SD' In, 25' T't Iv-u Ent Lot 3, Block I Vd 12oS P, 22D7 Xi L71� DTxT 5�846 A.. & 5lc To-t 45() 124 9P21SU la .svE254.6� ST . 44*Ce47" -- 70wW 12429. P,T2207 - ---- -- --------- DRTC1 -------- ---- ------- [:to U—q[ Gnt S 1�321Y E ITOT 0— 34oT -4- vvts G�t (I,.) N15'24*'W & my E..l 17 N E I L— I i Lot 2, Block I (789�047 ST�) 18. 114 Ac. '00/17 5'D,- 0- LL tJ D, N,' 0213MI57 4 Lot 4 Block I 4.74 (206,633 S1..F.) L-47--W CD-42.76' 25 W cl 06 DFRICT rXSP 15'5128" W OM' —1 ------ W T N 20*1fb7'E 7325'—' o soya t 2V —t (T— 3 Doe. No. D2190255n Fr vd 12747, P, �3 MTCT CxRf 70' PLAN D 2WOtt 4 L.1 MTCT -N 65*55Z4V'W 11 Date 0PRTCT tit 5 '5 IN C9'4-'M7" W 4j CD=1141-06 150-517 A - 40'46'4,3' D. I Dn=s IN i 1 11 " 1% -7 -------- S.—to UtMy E—tl N 71*094�g N 66-15-17, W W GRAPE FINE CITY /5 75*11*43" W V!-N' I N W *E 0 40 80 160 1 inch = Wit LOCATION MAP 1' . loco, LEGEND AA ft— Mq llx Appkau) llf Ilft FX0 11H P.ASRC W STAWED %VROOr SET. UNLM (ITIMSE NOTED saFE, Ir UNNILE To 5ET ACTUAL LOT FOOT OFFM M M MAY BE SET NTH A M PLASTIC W STAWFID VVASNa-V O/S PC-. IFF Rill ROD ROAD W WM IRON ROD Fine Aye ALtWM lKININDIT TOM all Oxft Lnv" Ent IAS" M UTILM (OP) BY INS FIAT ROW WIff-a-WAY E IT WI NAM FNSH FLOOR MATION 8L Itallio LNE C.k, CABINET VOL YMM 4 PACE lic Kill" FEA FIDERLI. ONRfFNCY VAKAQ" AGENCY FIN AM INSUR.4d RATE MAP od. k ODEIAVLE KIM het NtSiRIALLitT OR DOD" CoNly, IM Psw F T Wcolm RMW WNTY, FrIuu am I OTM RBLIC RECMRYS IARRMIT ODAM, IM 1,6— ft— I - X, I I I dote C13-5 79-OV4W OPF�T IN hpb -'�CD.149.69 —t M.yo'. deRy City S""t',,: utp,' �'j PRELIMINARY PLAT D20 aul-F 0rRTCT 7- GRAPEVINE MILLS WELLS ADDITION ----------- LOTS 2-4 e 28.704, BLOCK I Acres C— T.W. HEIRS OF JAMES GIBSON SURVEY — ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS I jj v,.j"-j .11 ........ Ex. Zoning: CC/HCO ------------ Prop. Zoning: CC with CUP 2 April 2024 NOTES: 1. Basis of bwhg: Texas State Plane coordinate System, North Central Zone 420Z North Arnssicoo Datum of ISM. Adjustment APPLICANT OWNER ENGINEER / SURVEYOR Redization 2011. Trammell Crow Carosany Told E&P USA Real Estate TLC Spiors Engineering, Inc. 2100 McKinney Ave. Suite 800 301 Commerce St Suite 3700 765 Custw Rood, Suite 100 2. Selling a portion of this addition by metes and bounds Is a Dallas, Is— 75201 Fort Worth, Tam 76107 Plans. TX 75075 violation of City ordinance and state [as and is subject to fir. Telephone (214) 863-4277 Telephone (817) 718-6403 Tesphons: (972) 422-0077 and withholding of Lttilt!. and building perrofte, Contoct Kevin filclatran Contoct, Dow Leopold TBRELS No. F-2121 and No. F-100431DO Contact Tyler Barnett Scale, 1' - 80' March, 2024 SET Job No. 23-271 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF TARRANT § WHEREAS is the owner f a tract of land itcated in the Heirs of James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, being part of Tract M117, conveyed to Total E&P USA Barnett, LLCB by deed recorded in Document No. D216266568 of the Official Public Records, Tarrant County, Texas (OPRTCT), with the subject tract being more particularly described as FAR - BEGINNING at a 1/2' iron rod found for the north and of a corner clip being the intersection of line west line of Grapevine Mills Parkway, a variable width public Hght-of-way (also known as Farm to Market Rood 2499), with the could line of Grapevine Mill, Boulevard, a variable width public right-of-way (,I,, known as Andereon-Gipson Road); THENCE S 44'28'04' E. 7&M feet along said comer clip to a 1/2' iron rod with plastic cap found tar the ,,in end of said corner clip; THENCE S 01'46'46' W, 771.17 feet along the eat line of Grapevine Mills Parkway to a 1/2' it , roe found far the north end of another ca r clip being the intersection of Grapevine Mills Parkway with the north line of Stars and Stripes Way, a Hob. width public right-of-way ronveyed to the City of Grapevine, recorded in Volume 12429, Page 2289, and in Volume 12693, Page 305, Deed Records, Tarrant County, Texas (DRTCT); THENCE S 4646'43' W. 56.57 fact along said comer trip to the south end thereof; THENCE N 8613'17' W, 103.41 feet along the north line of Stara ono Stripes Way; THENCE continuing along the north line thereof, around a tangent c rue to the left having a central angle of 25'25'59, a radius of 34000 feet, a chord of S 79'03'44" W - 149.69 feet an arc length f 150.92 feet to a 5/8' iron rod with plastic cop found for the mst ososterly, comer of Lot 1R, Block 1, Grapevine Mill, Wells, an addition recorded in Document No.D219025559 OPRTCT; THENCE along the common line of Lot 1R, the fallowing: N 71'09'41' W, 30.00 feet; N 29'25'58' W, 51.19 feet to a 5/8' iron rod with plastic cap found; N 69'49'37' W. 150.57 feet to a 5/8' Iron rod with plastic cap found; N 20'1 V57' E, 73,93 fast to a 5/8' iron rod with plastic cap found; N 69'48'24' W, Al feet to a 1/2' iron rod with plastic cop found; S 2U30'14' W, 348.36 feet to a 1/2' inch rod found: S 75'11'43' W. 3.68 feet; And S 39'06'20' W, 54.08 feet to the north line of Grapevine Milts CRII., a amble width at... easement recorded in Volume 12693, Page 291 DRTCT, and being the some for Lot iR3. Black 1, Grapevine Mills Addition, recorded in Document No. D207195454 OPRTCT; THENCE along the north line of Grepevine Mill. Circle, the following: N 69'52'46' W, 648.84 feet; A :argent curve to the right hoeing a central angle of OB'34'24', a radius of 977.00 feet, a chord of N 65*35*34' W - 146.05 feet, an arc length of 146.19 feet; And N 61'18'22' W, 23.39 feet to the northwest con. a me of acid acces at, being o northwesterly c of Lot 1R3, and being a -ten, of another right-of-way dedication to the City of Grapevine, recordedin Volume 12693. Page 305 DRTCT, and being the ,,,in ann c d of a comer e;p being theintersection of Grapevine Mill, Circle with the south It,, of Grapevine Mills Boulevard; THENCE along said arm r clip, around o tangent curve to the right hoeing a central angle of 90'53'48', o mdiu. of 30.00 feet, o chord of N 15'51'28' W - 42.76 feel, an arc length of 47.59 feet to a 1/2' iron rod with plastic cap found; THENCE .long the south line of Grapevine Mills Boulevard, the following: A non -tangent curve to the right having o central angle of 29'08'41', a -we of 1458.00 fact, a chord of N 44'09'47' E - 733.67 feet, an arc length of 741.64 feet; A compound cunt to the right having o central angle of 30'33'03', a radius of 758,00 feet a chord of N 74'00'39' E - 399,41 fast, on ore length of 404.18 feet; N 89'17'11' E, 24&23 feet to an 'x' found in concrete; S 8604'28' E, 129.82 feet to a 1/2' Iran rod with plastic cop found; S 84'39'55' E. 184.98 feet to a 1/2' iron rod with plastic cap found; Aral S 88'04'28' E, 288.84 feet to the POINT OF BEGINNING with the subject tract containing 1,250,333 square feet or 28.704 acres of land. OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF TARRANT § Thai Principle Grapevine RE, Ltd., acting by and through de duly authorized agent, aces hereby adopt this plat, designating the herein described property as Lola 24, Block 1, GRAPEVINE MILLS WELLS ADDITION, an addition to the City of Grapevine, Tarrant County, Texa.. and does hereby dedicate, to the public rueus e forever the right-of-way, and ants shown hereon. The ease ants shown hero,, ore hereby r d for the purpose, as indicated. The utility a cement. shall be ,Penor for oil City franchised public utilil as for each particular a e. Th. maintenance of paving on the wasmenta is the responsibility of the property owner. allo buildings o auxiliary structure, ,hall be constructed, a..tructed or pilled upon, o or across the -warrants shown. Said .......is beinhereby h rued far the mutual u and acc hart-tion of ail public utlittle. using desiring to ua e. Any CiTy or franchised utilitybellhave the full rightto r move and keep removed ail or ports of 8ty fences,, then, shrubs, or other improvementor growths which. in •any way may endonger or interfere with the construction, maintenance or efficiency, of its respective system on the easements, and all City or franchised utilities shall at all times have the full rights of ingress and agree, to or from the said aexama is for the purpose of constructing, eistracting, inspecting, patrolling. ainFairing ,ntl adding to an, oving all or parts of its respective systems without the necesspermission ity al any time of procuring the of al I have reviewed the City's findings .....ming dedications and I do agree that the statements are true and correct This plot ...mved subject to all plotting ordinances, rules, regulations, and resolutions of the City of Grapevine, Texas WITNESS, my hand this the _ day of 2024. By: Name, Title STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, o Notary Public in and for The Store of Texas, on this day personally appeared known to me to he the person and officer whose n s b.croad to the foregoing iarn.hent, .ntl acknowletlgetl to me that he executed the same for the purposes and considerations sidtions therein expressed and in the capoctty therein sustated. Given under my hand and seal of office this the _ day of 2024 Notary Public. State of Texas AVIGATION RELEASE STATE OF TEXAS § COUNTY OF TARRANT § WHEREAS, hereinafter called 'Owner', is the owners of that certain porcels of load sit,ats i in the City of GropeXr, , Tomont County, Texas, being said property ce described as shown on this Plat. NOW THEREFORE, in eidemtan of the a of ONE AND 00/100 (I1.00) DOLLAR and other good and Iu,obe consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does hereby w reieoae, manne and q,ltd,am to the City of Gropevine, Tomcat County, Texas, the Dallas -Fort Worth Intemalional Airport Board, the City of Dallas, Taxes and Fort Worth, Te..a. their to and design., btri called 'Cities , For the use and benefit of the public and its agencies, any and all claim. for damage. of any kind of persons or property that aOw eeremay suffer by re of the passage and flight of all air c..it in the air pace above Owner, property above the height restriction as presently established by Ordinance No. 73-50 for the •City of Grapevine, known as the Airport Zoning Ordinance of the Dallas -Fort Worth International Airport, to a infinite height above s whether such damage shall originate from holes. 41acti.a. fumes, dust, fuel and lubricant particles, and all other effects that may be ,used by the oparaeon of aircraft, landing at or taking off from, or apemting at or on the Dollar -Fort Worth International Airport. Trio Instrument does not release the o err r operdamage ators of am,oft from liability far to person or property caused by falling aircraft or falling physical objects from aircraft, except as slated herein with respect to noise, fumes, dust, fuel, and lubricant particles. R is agreed that this Release shall be binding upon said o and his hells and designs, and e n Interest to acid property; and it is further agreed that this inatrunhent shall be a covenant running with the land, and shollnbe recorded in the Deed Records of the --word or counties in which the property is ail ctea WITNESS, my bond this the _ day of 2024 By: Nome, Title STATE OF TEXAS § COUNTY OF BEXAR § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally oppedred known to me to be the Person and officer whose n me is ubscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein slated. Given under It, hand and seal of office this the _ day of 2024 Notary Public, State of Texas SURVEYOR'S CERTIFICATE That 1, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate surrey of the land and that the corner monuments shown thereon were property placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Grapevine, Texas, Dated this the _ day of 2024. PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE DARKEN K. BROWN DARREN K. BROWN, R.P.LS. NO. 5252 ear ? 4O cse 0 9tiO SURN F'yascreagn`ansoxn STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and far The State of Texas, on this day personally appeared Darren K. Brown, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and ocknowiedged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _ day of 2024 Notary Public, Stale of Texas PLANNING & ZONING COMMISSION: Data Apo .... d: Chairman. Secretary: GRAPEVINE CITY COUNCIL: Data Approved. Maya,. City Secretary: PRELIMINARY PLAT GRAPEVINE MILLS WELLS ADDITION LOTS 2-4, BLOCK I 28.704 Acres HEIRS OF JAMES GIBSON SURVEY - ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC with CUP April 2024 APPLICANT OWNER ENGINEER/SURVEYOR Trammell Crow Cod pony Total E&P USA Red l Estate LLC Spiars Engineering, Inc. 21DO McKinney Ave. Suite B00 301 Canmace St Suite 3700 765 Custer Rood, Suite 100 Ddlo% Texas 75201 Fort Worth, Texas 76107 Piano, TX 75075 Telephone (114) 863-4277 Telephone (817) 718-6403 Telephone: (972) 422-0077 Contact Kevin Hickman Contact Dave Leopold TEPEES N. F-2121 and N. F-10043100 Contact: Tyler Barnett March, 2024 SO Job No. 23-271 K-1468A0' P,x 8 08'41° L=741JEW C5=N 44'OB'47' E W 4&ut x[ 4TxN]I A anAM�s GRAMMNE MILLS 5011LEVARD D 5D'3,9'OS" w, rid L=404.78' CB=N 74`Ok739" E N $YITit° E -YA_6?5 r �-!�ii'�-- I e'Ped Acem Emt 2V A.- E.L ai.'n �-{ Lot 2, Block 1 85,64T Ac. to wrote Ewe i is , ANmI � 6wAhaee 5 8890478E POINT OF a.,i •"^"`w-121.05' BEGINNING 5 64$9W E F I Yr_ ice• 0 40 80 _ 160 1/z cmF IkTo19B5ii$S -�_-.... \ =� ,/2 GRF ,�7$� ^' � �.84• _ Llag,41>L, w Y�IBns� _54428.04'E 1 inch = 80ft. Lot 3, Block I 5.904 Aa. 1257.168 S.F.) __ — -e 2 P e 11IIII Wm / _____ / % \ (, East / \ C10h a RIV NNw EmI L 6,00' YE i7A vEmt / nar t �uc�/ SWIS'24'W % / / K Pe4 Accwa Ewnf Acres EwnL arm air �I 26 A¢m i " " tr bars [vnt 12273 I � rat. Event (TV) +++ttt-----_-- -""'•_ `i-+,.,,. \ ' \ Isu' X marw' E c `'•-''ram/ (BY ary net) �.a' d a c � % s ts�sz E amVrlass li li R=66200' cD=16482' ' N_ I �'• �,r R=204.Ot7 L=PT8LY7 m' that Et �D=8778'02" CB=+66770'06° W ter scrn,t) ' C�5 765626` W \' tA=iSiO4• a n \* a CB=N 75i6178" W"erlawrw � ,pro 2399' ..E _ i A `\�/ A� �• A3 Lot iR, Black 1 _ 1 n- [a t., `V CRAPENNE WILLS WELLS iK=SwDa ~ \ ``� \�"�,` \. A Doc, NOPRTC L=146.19'9025559 s/e' oar a T ,r r.. 4 " fL C5=N ei w r,; 4 fn A \ t 2 fk Z 5,w If. — .__ sew- '�5 7- ..._599'UB 70`W -_ N .des a� 4:.vl�— ockNNNuuwwm z � � \ I I NOTES: `\ r 1. Basis of bearing: Texas State Plane Coordinate System, North Central Zone 4202, North American Datum of 1983. Adjustmente Realization 2011. _ 2. Selling a portion of this addition by metes and bounds is a 6.lotion of City ordinance and state law and Is subject to fines ' J and withholding of utilities and building permits. ` i 3. No part of the sublet land is located in a 100-year Flood Plain , eor in an identified flood prone area; as defined pursuant to the Flood Disaster Protection Act of 1973, as amended, as r,fteOt,d by Flood Insurance Rate Map Panel 46439CO110K, effective on 9/25/2009. The property is located in Zone Y (areas determined to be outside the 500-yeor floodplain). 4. Square Footage Table a. Total Platted Area = 1,043,016 SF b. Net Plotted Area = 1,043,016 SF c. Right of Way dedicated = D SF of Easement Dedicated = 107,945 SF E LOCATION MAP 1• a low' LEGEND (Not AI Nine W, & *ifxtie) a 1/f W hN WRI PuSTIC CAP STAMPM •9',ARsDid 3T Wm osax ASE NOTED _ FOdRSYAL TMWA 5 lLO tli -. RF ftA511C CAP STAMPM 5 O/S PC. M ROD MID - Off CNRD RAN RN FAND AYF NUOAAI ID1NAfNT mile - CY CONR:fN. WNAUT Exnt. 7 FA41@fT = us. u1cry. - - -{BiP) in 7 Puy .. -. RGr Potl1T-uF-rAY Wn FT . NINI FNM 110OR DEVAiNNi B. BAMIG IFe Cob. . - 9411 - U YOLK P4 PAQ R3 MCI .. Fux FIDEAI,I. DOW& iWAG fl1T AUNCY FNN fiDOD NtAttAND RAZE MIP Ad N tlDNUIY.£ IMNI$R Mt/itoc PISI m m D00.NIXy ORTCT Domwooltbi TA,NflWiT AYARTY, HNCi Ridge PLAT RECORK TMRNIT COINfnY TE US OPmT andIAA PI.9,C I oom Nism T cium, Tm -.- PLANNIN JO 1I�SSION: E � :,J Lg Dace aooro LLLjjjjjj rm. Mayor. City Secretary: FINAL PLAT GRAPEVINE MILLS WELLS ADDITION LOTS 2&3,BLOCK I 23.945 Acres HEIRS OF JAMES GIBSON SURVEY — ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC July 2024 2 Lots APPLICANT OWNER ENGINEER / SURVEYOR Trammell Cow Company Total E&P USA Real Estate LLC Spiars Engineering, Inc. 2100 McKinney Ave. Suite 800 301 Commerce St. Suite 3700 765 Custer Road, Suite 100 Dallas, Texas 75201 Fort Worth, Texas 76107 Plano, TX 75075 Telephone (214) 863-4277 Telephone (817) 718-6403 Telephone: (972) 422-0077 Contact: Kevin Hickman Concoct: Dave Leopold TBPELS No. F-2121 and No. F-ID043100 Contact: Tyler Barnett This plat riled on Instrument if Scale: 1' = 60' March, 2024 SEI Job No. 23-271 STATE OF TEXAS g OWNER'S CERTIFICATE STATE OF TAVIGATION RELEASE EXAS § COUNTY OFTARRANT § COUNTYOFTARRANT § WHEREAS is the owner If a tract of land situated in the Heirs of James Gibson Survey. Abstract No. 587, City of Grapevine, Torrent County, Texas, being port of Tract M117, conveyed to Total E&P USA Barnett, LLC, by deed recorded in Document No. D216266568 of the Official Public Records. T.mant County, Texas (OPRTCT), with the subject tract being more particularly described as follows: BEGINNING at a 1/2' iron rod found for the north and of a c orr Nip being the intersection of me west fine of Grapevine Mille Parkway, a ruble width public right-of-way (also known as Farm to Market Road 2499). with the south fine of Grapevine Mill. Boulevard, a veriobk width public Hght-of-way (also known as Anderson -Gibson Road); THENCE S 44'28'04" E, 76.38 feet along said comer clip to a 1/2' iron wad with plastic cap found for the south end of sold corner clip; THENCE S 01'46'46' W. 359.62 feet along the west line of Grapevine Mills Porkwoy re a 1/2' iron rod with plastic cap stamped 'SPARSENG' at THENCE N W13'14' W, 122.3 feet to 0 1/2' on rod with plastic cap stamped 'SPARSENG' set; THENCE a ntl a tangent curve to the kIf having a central angle of 15'18S9, o ratlius of 579.00 feet, o chord of S 84'07'17' W - 154.32 fact, an arc length of 154.78 feet to a 1/2' iron rod with plastic cap stomped SPWfSENG' set; THENCE S 13'32'13' E. 17.M feet to a 1/2' iron roe with plastic cap stamped 'SPARSENG' set; THENCE .,.and o n n-tangent curve to the left having a central angle of 16.00 15'22', A radius of 562feet, o chord of S 6720*06' W - 17821 feet, on arc length of 179.07 feet to a 1/2' hanorod with plastic cap stamped 'SPARSENG' set; THENCE .,.and a -res curve to the right roving a central angle of 3603'46; a radius of 204,00 feet, a chord of S 7614'18' W - 126.29 feet, an arc length of 12&40 feet to a 1/2' iron rod with plastic cop stamped 'SPIARSENG' set; THENCE S GVIS'24' W, 137.52 feet to a 1/2' on rod wit, plastic cap .tamped 'SPIARSENG' eel on the north )in. of Lot 1R. Block 1, Grapevine Midis Wells. oa addition recorded in Document No, D219D25559 OPRTCT; THENCE along the common fine of Lot 1R, the following: N 69'48'24' W, 299.95 feet to a 1/2' iron rod with plastic cap found; S 20'30'14' W, 348.36 feet to 0 1/2' iron rod fount; S 75'1 V3' W, 3.68 feet to a 1/2' iron rod with plastic cop stamped 'SPARSENG` eet; Md S 3VO6'20' W, 54.08 feet to the north line of Grapevine Mills Circle, a variable width acce emess eosnt recorded in Volume 12693, Page 291 DRTCT, and being the some for Lot 1R3, Block 1, Gropavine Mills Addition. recorded in Document No. 0207195454 OPRTCT; THENCE along the north line of Grapevine Mill. Circle, the following: N 69'52'46' W, 648.84 feet to a 1/2' iron rod with plastic as ,tamped 'SptARSENG' set; A tangent curve to the right roving . central angle of 0634'24', a radius of 977.00 feet, a chord of N 65'35'34' W - 146.05 feet, an arc length of 146.19 feet to a 1/2' iron rod with plastic cop ,tamped SPIARSENG' at: Md N 61'18'22" W, 23.39 feet to the northwest tom mIf said c e s ....eat, being a northwesterly-., n of Lot 1R3, and being a ...forty c mew of another right-of-way dedication to in. City of Grapevine. recorded in Volume 12693. Page 305 DRTCT, end being the southend of a comer clip being theintersection of Grapevine Mule Circle with the south line of Grapevine Mills Boulevard: THENCE °long said comer clip, around o tangent curve to the right having a central angle of 90'53'48', a radius of 30.00 feet, a chord of N 15'51'28' W - 4276 feet, an length of 47.59 feet to a 1/2' iron rod with Flown. cap found: arc THENCE along the ...I,. line of Grd evinc Mill. Boulevard, the following: A non -tangent curve to the right having a central angle of 29'08'41', a radius of 1458.00 feet, a chortl of N 44'09'47' E - 733.67 feet, an arc length of 741X4 feet to a 1/2" iron rod with plastic cap stomped 'SPARSENG` set; A compound curve to the right having a central angle of 3033'03', o ratlius of 758.00 feet. a chortl of N 74'00'39' E - 399AI feet, an arc length of 404.18 feet to a 1/2' iron rod with plastic cop stamped 'SPM.RSENG' set; N 89'17'11' E, 245.23 feet to an 'X' found in concrete; S 8604'28' E, 129.82 feet to a 1/2' iron and wall plastic cap fund; S 6139'55' E, 184.98 feet to a 1/2' iron rod with plastic cop found; And S 88'04'28' E, 288.84 feet to the POINT OF BEGINNING with the subject tract containing 1.043,701 square feet or 23.960 acres of land. OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF TARRANT § Thai Principle Grapevine RE, Ltd., acting by and through its duly authorized agent, does hereby adopt this plot, designating the herein described property as Lots 2 & 3, 81ock 1, GRAPEVINE MILLS WELLS ADDITION, an addition to the City of Grapevine, Ta moat County, Texa,, and does hereby dedicate, to the public use forever the right-of-way a sate shown hereon. The ....merits shown hereon are hereby re ,ad for the p.Weak as indicated. The utility .... ments shall be opens for all City or franchised gable utitiii s for each particular use. The maintenance of paving on the a xann.ate is the re l,crebifity of the property owner. No building, o auxiliary structures shall be, constructed. I.Ionstructed or placed upon, o or across the .... m rLs shown. Said ease merits being g hereby r,,,,,d for the mutual ua, and accommodation of all public utilities using o des',ring to use ams. My City or franchised utility shall have the full right to remove rid keep removed all or parts of any fences, trees, shrubs, or other improvements r growths which in any way may endanger or into with the construction, maintenance or efficiency of it, respective system an the a eats. antl oil City or franchised utilities shah at all time. hove the full rights of ingress antl egress to or from the said a eats far the purpose of c a.truchog. re .retracting, inspecting, patrolling, sintering and adding to or feof q all or pane of its respective systems without the necessity at any time of procuring the permission of anyone. I have reviewed the City', 'entering concemmg dedications and do agree that the statements ar true sad correct. This plat approved subject to all platting ordinances, rotes, r.qul.h.rs, antl re .bone of the City of Grapevine, Teens WITNESS, my hand this the _ day of 2D24. By: Name, Title STATE OF TEXAS 4 COUNTY OF TARRANT § BEFORE ME, the undersigned, 0 Notary Public in .ad for The State of Texas, on this day personally appeared known to me to be the person and attic., whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and 'known ttiona therein expressed vntl in the capacity therein stated. Given under my hand and ...I of office this the _ day of 202. Notary Public, Stote of Texas WHEREAS, hereinafter called 'Own.,', is the owners of that certain Forced, of land slashed in the City of Grapevine, Tarrant County, Texas, being said property as described as shown on this Plot. NOW THEREFORE, in coneitlerotion of the sum of ONE AND 00/100 (11.00) DOLLAR and other good and valuable consideration, the receipt and aulfi,i,rcy of which is hereby fully acknowledged and confessed, Owner does hereby waive, release, ennes and quitclaim to the City of Grapevine, Torrent County, Texas, the Dolts -Fort Worth International Airport Board, the City of Dallas, Texas and Fort Worth, Texas, their aucantl assigca ns, hereinafter lled 'Cities ; For the u antl benefit of the public and its agencies, any and all claim, for damage, of arty kind of persons or property that Own., may Her by re,of the passage and flight of all airer ft in the air apace above Ownerrt . propey above the height restriction as presently established by Ordinance No. 73-50 for the City of Gropedne, known the Airport Zoning Ordinance of the Dallas -Fort Worth Iatemotionol Airport, to on infinite height above some, whether such damage shall originate from n , vibration, fumes, dust, fuel and lubricont particfes, and all other effects that may be caused by the eped ica of aircraft, landing at or taking off from, or operating at or o, the Dallas -Fort Worth Utemati... I Airport. This Instrument does not release the owners or operrs atoof aircraft from liability for damage to person or property couaed by falling aircraft or tolling physical objects from aircraft, except as stated herein with respect to noise, fumes, dust, fuel, and lubricant portides. It is agreed that this Release shell be binding upon said owner and his heirs antl c assigns, and sue m interest to sold property; d a is further agreed that this instrument shall be a covenant running with the fond, and ahall be recorded in the Deed Records of the co dy or counties in which the property is situated. WITNESS, my hand this the _ day of 2024 Name, Title STATE OF TEXAS § COUNTY OF BEXAR § BEFORE ME, the undersigned. a Notary Public in and for The State of Texas, on this day personally appeared known to me to be the person no officer who,, name is subscribed to the foregoing instrument. and acknowledged to me that he executed the some for the purposes and consideration, therein expressed and in the capacity therein stated. Given under my hand and seal of office this the _ day of 2024 Notary Public, State of Texas SURVEYOR'S CERTIFICATE That I. Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the comer monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Grapevine, Texas, PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE DARREN K. BROWN, R.P.LS. NO, 5252 STATE OF TEXAS § COUNTY OF COLLIN § 2024. y eA �e 4eo yin\ DARREN K. BROWN e 5252 Q �9 °zees, O mre,.raane egaworeesgoxn BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personolly appeared Darien K. Brown, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _ day of 2024. Notary Public, State of Texas FINAL PLAT GRAPEVINE ILLS WELLS ADDITION LOTS 2&3,BLOCK I 23.445 Acres HEIRS OF JAMES GIBSON SURVEY - ABSTRACT NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS Ex. Zoning: CC/HCO Prop. Zoning: CC July 2024 2 Lots APPLICANT OWNER ENGINEER/SURVEYOR Trammell Crow Compony Total E&P USA Real Estate LLC Spiars Engineering, Inc. 2100 McKinney Ave- Suite 800 301 Commerce St, Suite 3700 765 Cosier Road, Suite 100 Dallas, Texas 75201 Fort Worth, Texas 76107 Plano, TX 75075 Telephone (214) 863-4277 Telephone (817) 718-6403 Telephone(972) 422-0077 Contact: Kevin Hickman Contact: Dove Leopold TBPELS No. F-2121 and No. F-ION3100 Contact; Tyler Barnett Tnis plat flea ctn March, 2024 SO Job No. 23-271