Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Item 06 & 19 - CU19-16 Silver Lake Crossings
TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: JUNE 18, 2019 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT CONDITIONAL USE APPLICATION CU19-16 SILVERLAKE CROSSINGS �- i l �— Grapevine oo Lake 5 APPLICANT: Mike Patel I l > I � I 11 A. yak' I.H.1635 Northwest PROPERTY LOCATION AND SIZE: The subject property is located at 2200, 2225, 2250 Bass Pro Court and 1701 , 1775, 1785 State Highway t Sy DFW 3 I I Hall-Johnson Airport60 26 and is proposed to be platted as Lots 1 , and 2, T____M o Block 1, Silver Lake Crossings and Lots 1A1, 1A2, ILJ -0 - 1A3, and 2A, Block 1, The Bluffs at Grapevine. The — Glade Rd. �, I property contains approximately 51.74 acres and has 523 feet of frontage along Bass Pro Court and 1,263 feet of frontage along State Highway 26. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved site plan of CU 17-05 (Ord. 17-23)for a master site development plan specifically to allow for a multi-brand hotel complex (Renaissance, Element, and A.C. Hotel)with on-premise alcohol beverage sales (beer, wine, and mixed beverages), outdoor dining, and outdoor speakers, minor site plan and elevation changes to the previously approved Hilton Garden Inn, and minor site plan and elevation changes to the previously approved office building. The subject 52-acre site referred to as Silver Lake Crossings received a conditional use permit from the City Council at an April 18, 2017 meeting which approved a master site development plan to allow for the development of a 371-unit multi-family complex and a 0:\ZCU\CU19-16.4 1 June 12,2019(1:38PM) three-story, 55,500 s.f. multi-tenant office building along with the inclusion of the previously approved 300-room Marriott Renaissance and the existing co-branded hotel (Marriott Courtyard and TownePlace Suites) and the 150 room Hilton Garden Inn expansion. At an October 3, 2018 meeting the Site Plan Review Committee approved a conditional use request (CU18-23) on the subject site, adding a fourth floor to the previously approved office structure, increasing the height from 54 feet to 62.5 feet and increasing the size of the structure from approximately 55,500 square feet to 82,787 square feet. With this request, the applicant intends to revise the previously approved master site development plan relative to three specific areas of the site referred to as the Multi-Brand Hotel, Hotel Expansion, and the Office Building. Multi-Brand Hotel: This area, previously the site of the Marriott Renaissance and parking garage, will now contain three hotels (Marriott Renaissance, Element, and A.C. Hotel)and a parking garage increased in size to accommodate the additional rooms which is relocated at the western edge of the lot. These three hotels, totaling 556 guest rooms (Renaissance-300 rooms and six, separate "Villa" spaces, Element-120 rooms, A.C. Hotel-130 rooms) along with 20,425 s.f. of conference center space will be contained within one structure with a maximum height of 112 feet (nine stories). The meeting and conference center space will be below grade; no guest rooms will be on this level. Parking will be provided primarily by a parking structure that is 60 feet in height—six levels above grade and two below grade for a total of 727 spaces along with an additional 41 surface spaces (total-468 spaces). The lake is intended to be platted and separated from the hotel property and will be given to the City. The lake will be improved to include various amenities, camp sites, trails etc. with access to the lake from various points throughout the site and from the hike/bike trail along State Highway 26. Hotel Expansion: The applicant intends to make minor elevation and building footprint changes to the previously approved 150-room Hilton Garden Inn expansion that was initially approved as part of the master site development plan approved in April, 2017. With this revision the Hilton Garden Inn will have an increase of two rooms for a total of 152 rooms and a reduction of 4,105 s.f. in meeting space. When completed, a total of 452 rooms will be available along with14,105 s.f. of meeting space. A total of 344 surface parking spaces will be provided on-site and 150 will be provided in the parking garage located on the Multi- Brand site. Due to the delay in the construction process between the Multi-Brand concepts and the parking garage, the applicant intends to construct 135 temporary parking spaces on the lot immediately adjacent to the east (Lot 2R, Block 1 , The Bluffs at Grapevine) of the Hilton Garden Inn to provide parking for the hotel that will be displaced during the construction process and while awaiting the completion of the parking garage. It is 0:\ZCU\CU19-16.4 2 June 12,2019(1:38PM) anticipated that this temporary parking will be needed for no longer than two years post completion of the Hilton Garden Inn. Office Building: Initially approved as a three story, 55,500 s.f. multi-tenant office building, the Site Plan Review Committee approved a revision to the structure in October, 2018 which added a fourth floor to the building and increasing the size of the structure to 82,787 s.f. With this request the applicant has updated the exterior design and fagade material locations and reallocated window coverage. The building length was slightly shortened resulting in a reduced total building size to 82,450 s.f. Parking for the revised structure is 239 spaces; the applicant intends to provide 181 surface spaces on site with the stipulation that 17,439 s.f. of the structure will remain unoccupied until such time that the adjacent lot to the west (Lot 1A2, Block 1 , The Bluffs at Grapevine) is developed. Based on the parking study that was submitted as part of the previous approved site plan for the office building, 58 parking spaces on this adjacent lot will be shared with the office structure, given the different peak period parking needs of the office structure relative to the retail orientation of the adjacent lot. PRESENT ZONING AND USE: The property is currently zoned "CC" Community Commercial District with a master site development plan designation and is partially developed with one existing co-branded hotel (Marriott Courtyard and TownePlace Suites) and a 371-unit multifamily complex nearing completion. HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding property was zoned "SP" Specific Use Permit Zoning and 1- 1" Light Industrial District prior to the 1984 City Rezoning. Portions of the subject property were once part of the Austin Ranch which received approval from Council (Z77-18 and Z81-44) for on-premise consumption of alcoholic beverages. At Council's September 21 , 1999 meeting the subject and surrounding property (52.8 acres) was rezoned from "PID" Planned Industrial Development District to "CC" Community Commercial District (Z99-13) for a mixture of uses to include retail, hotel, and restaurant development. At the May 15, 2001 meeting Council approved a conditional use permit (CU01-22) for a restaurant with on-premise alcohol beverages sales and consumption and outside dining however the restaurant was never developed. At Council's August 1, 2009 meeting, a zone change (Z09-04) rezoning 21.2 acres of the subject and surrounding properties from "CC" Community Commercial District to "MXU" Mixed Use District along with three conditional use requests (CU09-21 , CU09-22, and CU09-23) to allow for three hotels, a multifamily complex and a stand-alone parking garage was considered and later withdrawn by the applicant. The following month at the September 15, 2009 meeting, Council approved a conditional use request (CU09-32)to allow for a 300 room hotel with increased height and on-premise alcohol beverage sales in conjunction with a restaurant and a pole sign; the 0:\ZCU\CU19-16.4 3 June 12,2019(1:38PM) hotel was never developed. At the January 17, 2012 meeting, a conditional use request was approved (CU11-34) for a six story, 300 room hotel (Marriott Courtyard and TownePlace Suites) on the subject site. At a December 17, 2013 meeting the Council approved a conditional use permit on the subject property to establish a planned commercial center on the subject site and allow for a 20-foot pylon sign for the TownePlace Suites/Marriott Courtyard hotel complex at the southeast corner of Bass Pro Court and State Highway 26. At the September 17, 2016 meeting, two conditional use permits (CU16-22, CU16-23) and two planned development overlays (PD16-07, PD16-08) were approved on the subject property expanding the size of the planned commercial center and allowing for a new nine story, 300 room Renaissance Hotel with reduced parking and a 150 room expansion (Hilton Garden Inn) to the existing 300 room co- branded hotel (Marriott Courtyard, TownePlace Suites) also with reduced parking along with a shared parking garage on the Renaissance property. Also on the subject property a zone change request (Z16-07), conditional use permit (CU16-24), and planned development overlay (PD16-09) tabled from the September 17, 2016 meeting were all re- considered at the October 18, 2016 meeting for a 13.58-acre tract to be rezoned from"CC" Community Commercial District to "R-MF" Multi-Family District for a 359 unit multi-family project which was subsequently denied by the Council. At an April 18, 2017 meeting, the Council considered an approved a conditional use permit (CU17-05) on the subject property which allowed for the creation of a master site development plan to include but not be limited to a multi-story, 371 unit multi-family complex, a three story, 55,500 square foot multi-tenant office building, and the inclusion of two previously approved hotel projects i.e. the 300 room Marriott Renaissance and the addition of the 150 room Hilton Garden Inn to the existing dual branded hotel. The Site Plan Review Committee at their October 3, 2018 meeting approved a conditional use request (CU18-23) on the subject site adding a fourth floor to the previously approved office structure increasing the height from 54 feet to 62.5 feet and increasing the size of the structure from approximately 55,500 s.f. to 82,787 s.f. Along with this request the applicant agreed to not occupy 23,430 s.f. of the building until such time that the adjacent lot to the west is developed in which 79 parking spaces on this adjacent lot will be shared with the office structure given the different peak period parking needs of the office structure relative to the retail orientation of the adjacent lot based on a parking demand study. At a November 7, 2018 meeting the Site Plan Review Committee approved a conditional use permit (CU 18-26)that allowed for minor elevation and footprint changes to the previously approved Hilton Garden Inn and allowed for temporary off-site parking to the north during the construction process. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District, "HCO" Hotel and Corporate Office District—undeveloped vacant property, D/FW Hilton Hotel SOUTH: "GU" Governmental Use District—D/FW International Airport 0:\ZCU\CU19-16.4 4 June 12,2019(1:38PM) EAST: "CC" Community Commercial District—undeveloped vacant property WEST: "GU" Governmental Use District—Corps of Engineers/Grapevine Lake, Cowboy's golf course AIRPORT IMPACT: The subject tract is located within "Zone C" Zone of Greatest Effect, as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In "Zone C," industrial and commercial uses that can tolerate a high level of sound exposure are acceptable. With appropriate sound attenuation for the project, the applicant's proposal is an appropriate use in these noise zones. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial/Mixed Use Land Use. The applicant's proposal is in compliance with the Master Plan. /rs 0:\ZCU\CU19-16.4 5 June 12,2019(1:38PM) RA ,R2C 3.422 1F" g 422 @ C TR 5B 16.91 AC TR,f 1 2 2.9 AC P.3 TR5B 244. 124 499 a 0827 HCO TR 501 TRACTAR 7i.43AC TR 3 TR 5f3 2 324 Q. W.24 AC 3.01 AC f+ �3 TR 5D1 3 11.43 AC 4 2R 2.491 a 2.697 3 2 327 O> v t.252 44 1A �v -.0256 4.036 AC ... } TR 6A, 26.95AC TR6 .......... �S+W 32.8AC .. .. 4 t4 ` ... cc...-. ,9.6i4 1� . .. .. .........-- .....-...., ... ..... y ............... ...... ��p ............... .... s ............-- ,- ........: ts �� 1A :: .. p.g ............. .°: ... ��• 2R2 Rd.... ... :s.oz? :. • � 2R1 .... :=W S R TR 4 (4.06AG) r w TR 2 TR 3 TR It 21 AC 17.0WAC !93,G5 Ad r. 4 -N TR 4 �o TR 2 21 AC Feet 0 250 500 750 15000 " E CU1 9=1 6 ' S M Silver Labe Crossings � y 2: 1 This data has been compiled by the City of Grapevine ITIGIS department.Various official and unofficial sources were �. Date Prepared: 614/2 01 9 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. �`. f*L_ F VIJIE, I VT' T E X A S CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant/agent:/company/contact Grapevine Equity Partners, LLC Street address of applicant/agent: 700 State Hwy 121 Suite 175 City/State/Zip Code of applicant/agent.- Lewisville, Tx 75067 Telephone number of applicant/agent: Fax number of applicant/agent 21 -744-4 214-988-9006 Email address of applicant/agent Mobile phone number of applicant/agent N/A PART 2. PROPERTY INFORMATION Street address of subject property Legal description of subject property(metes&bounds must be described on 8 1/2"x 11"sheet) Lot 1 Block 1 addition Silver Lake Crossings Addition Size of subject property 52.99 Acres 2 308 244.4 Square footage Present zoning classification: Proposed use of the property- CC Hotel, Convention Center, office Circle yes or no,if applies to this application Outdoor speakers Yes 0 I Minimum/maximum district size for conditional use request: N/A Zoning ordinance provision requiring a conditional use: Section 29: Conditional Uses PART 3. PROPERTY OWNER INFORMATION Name of current property owner: Grapevine Equity Partners LLC Street address of property owner: 700 State Hwy 121, Suite 175 City/State/Zip Code of property owner. Lewisville, Tx 75067 Telephone number of property owner.- Fax number of property owner.- 214-744-4650 214-988-9006 ,y 0 sue..,__... ............... C U t to ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ In the same letter,describe or show on the site plan,and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations(example:buffer yards, distance between users) ❑ In the same letter,describe whether the proposed conditional use will, or will not cause substantial harm to the value, use,or enjoyment of other property in the neighborhood. Also,describe how the proposed conditional use will add to the value, use or enjoyment of other property in the neighborhood. ❑ Application of site plan approval(Section 47,see attached Form`B'). ❑ The site plan submission shall meet the requirements of Section 47, Site Plan Requirements. ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda,your application may be scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings maybe continued to the next public hearing. Public hearings will not be tabled. ❑ Any changes to a site plan(no matter how minor or major)approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. ❑ I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLA A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Ni TILL Pf T-L /A � Print Applicant's Name: Appli is Signature: The State of t LXM County Of DAL L&C Before Me APR(L Taff on this day personally appeared P19-Tom. (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal)Given under my hand and seal of office this 0(A4*\day of k A-kC44 A.D.201,5,/ APRIL TRAN ,;jNotary ID#t 31623180 Notary In An rSt e Of Texas My Commission Expires l June 27, 2022 �1►f'�t� ��� Print Property Owners Name: Property O er's Signature: The State Of �Cf� County Of 37lt1 l l prS Before Me t F V To—fco on this day personally appeared �- (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of C4-1 A.D. E APRIL TRAN Notary ID#1 3 1 6231 80 Notary In And For State Of Texas My Commission Expires June 27, 2022 L ttt ACKNOWLEDGEMENT All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. If after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all filing fees. The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall not be considered a part of the four month period. I have read and understand all of the requirements as set forth by the application for conditional use or special use permit and acknowledge that all requirements of this application have been meta a time of submittal. Signature of Applicant i Date: 03 42m/.2o i% Signature of Owner Date: 3/�u la-0+`I s HUITT-ZOLLARS,INC. 1 500 West 7th St i Suite 300 9 Mai Unit 23 1 Fort Worth,TX 76102-4773 1 817.335,3000 phone 1 817.335.1025 fax i huitt-zoRars_com June 10, 2019 City of Grapevine `1` r;Y ?s , Development Services Planning Division P.O. Box 9S104 Grapevine,TX 76099 i I Reference: Silver Lake Crossings—Multi-brand hotel,Hotel Expansion&Office Building Grapevine,TX Mr.Stombaugh, This letter documents the changes to previously approved site plans for Silver Lake Crossings.The changes are as follows: Multi-brand hotel Changes to the building and site plan have occurred since Conditional Use Permit CU16-22. This project was previously approved in 10/2016 as a Renaissance hotel. It comprised of a 300-room hotel and conference center with detached garage. Since then,we have added another tower with a 2S0-room dual brand hotel. We have also updated the footprint so that the towers join to the shared conference facility that overlooks the lake. We have moved the location of the garage to the west end so that it's at the back of the site.We have also increased the hotel tower heights to 9 stories and the I garage to 6 stories(above grade). We have created a more dense footprint, so that we can donate more of our site to Parks& Recreation.The exterior design elements are still sleek and modern but in different proportions due to the density changes. In addition,three 6,000 SF Villa structures have been added north of the hotel. Each of these villas will be 2-stories in height and have two bedrooms each. Parking previously approved at a 1:1 parking ratio per previously approved CU16-22. Design process will approximately take 6 months, and we plan to submit for building permit in November 2019. We plan to start construction by January 2020 with construction of the parking garage following right after. We anticipate construction to be complete by September 2021 HGI Expansion Changes to both the building and site plan have occurred since Conditional Use Permit CU18-26 approved late 2018 and PD16-08 approved in late 2016.A summary of changes are as follows: 1. Ground floor: We are maintaining the existing porte cochere at the conference center in lieu of a new porte cochere and expanded breakout room per the previous submittal.The meeting room square footage has been reduced to 4,105.There have been minor changes to the building footprint. 2. Floors 2-6:There have been minor changes to the building footprint.We have increased the number of guestrooms to 152. 3. Exterior elevations:The elevations were updated to coordinate with the minor changes to the building footprint. EIFS is indicated in lieu of stucco.A percentage of stone has been added.The profile for the highest parapet, Parapet C, was modified per the current Hilton prototype.The hotel porte cochere shifted to the west. 4. Site Plan adjustments: a. Addition of off-site temporary asphalt parking for 135 spaces has moved from Lot 2, Block 1 to Lot 2-R, Block 1.This is a reduction from the previously approved 158parking spots as part of CU18-26.These spots were added to due to the adjustment of the building footprint and site plan adjustments to meet code.The original request contemplated the renaissance project and associated garage occurring at the same time, due to additional approvals of the brand the Renaissance Hotel will lag slightly behind the Hilton Garden Inn Project. City Council previously approved the temporary parking to be valid only 1 year post completion of construction of the Hilton Garden Inn. b. Building length adjusted, which required property line adjustments to meet open space. c. Parking Layout adjustments to accommodate new building. d. Adjustment of main eastern driveway into hotel parking lot. Driveway located to the west to improve traffic circulation e. Modify parking/drive due to hotel porte cochere adjustment With the design process near completion, we plan to start construction by July 2019 and anticipate construction to be complete by December 2020. Office Changes to the building elevations have occurred since Conditional Use Permit CU18-26 approved late 2018. This project was previously submitted in September 2018 and approved as 82,787 SF office building. Since then, we have updated the exterior design, reallocating window area and revising some exterior material locations.The basic footprint is nearly unchanged, but the building length was shortened slightly and some exterior terrace on Level 3 was changed back to interior leasable space, resulting in the revised building gross area of 82,450 SF and a reduction of the building net area to 70,239 SF.The large shading structure over the previous design entry court has been eliminated and the design incorporates horizontal sunshades on the ends of the building. Outdoor seating areas with planters have been added to enhance the pedestrian experience at the entry fa4ade. With the reduction in building net area,the onsite parking spots remain unchanged at 181 spaces but reduces the off-site shared parking on the adjacent lot west (Lot 1A2, Block 1)that will be shared with the office structure to 58 spaces.The building plans have been approved by the city, and the building permit is ready. We anticipate starting construction by end of June. With the design process near completion, we plan to start construction by July 2019 and anticipate construction to be complete by August 2020. Please let us know if you need any additional information or have any further questions regarding the adjustments to the site plan. Sincerely, Huitt-Zollars V Kimberly R.Cole, P.E. � € 1 HUM-ZOLLARS,INC.i SOD Wed 7th St. a SuHe 300 MuD UnR 23 Fad Woo,TX 791024773 1 817.335.3000 phone t 817—m.1025 tax huRt•tollon.eom September 25, 2018 Ron Stombaugh City of Grapevine Development Services 200 S. Main Street Grapevine, TX 76051 Reference: Silverlake Crossings Office Building CUP Application Dear Ron: Please find this letter as a clarification to the CUP Application recently submitted to the City of Grapevine for the Silverlake Crossing Office Building on September 4lb 2018. The CUP application was made given minor adjustments to the proposed office building, which added a floor level going from three to four stories. This adjustment to the building adjusted the original site plan and landscape plan. With the increase office square footage, the parking requirement within the site is not in compliance with Grapevine parking requirements. Shared parking from adjacent future retail lot will be provided. Currently the retail project is not being permitted or constructed. The office developer has agreed to not occupy 23,430 square feet of the office building, until such time the retail project is completed, or a sufficient parking is provided within the Lot lA2 Block 1 tract. Included with this letter you will find the parking study analysis preformed for the development. To meet the required parking, off-site shared parking is being proposed at Lot 1 A2, Block 1 (the future retail site). In Table 3 of the report, the peak parking occupancy rate of the office building will be 100% between Sam — 5pm Monday through Friday. With Lot 1A2, Block 1 intending to be a retail space moving forward in the master site plan development, the additional uses shown on Table 3 do not peak during the standard work week hours (8am—5pm),making shared parking feasible on this adjacent property. Given the results of the parking study, we request the City approve the parking variance within the office site and allow an off-site parking agreement between the properties for the office project. Please feel free to contact me with any questions a Sincerely, HUITT-ZOLLARS Jordan V. Marlia, E.I.T. Table 3 Parking Occupancy Rates Uses M-F f�&-F hit-F Sat. Sat. &. Sat.8, Sur, Sun. Sure. 8am-5p-m, 6pn:-12am 12am-6am 8am-5pm 6pm-12am 12an-6arn Residential 60% 100% 100% 80% 1000A 100% Office/Warehouse 100% 20% 5% 5% 5% 5% /industrial Commercial 90% 80% 5% 100% 70Yo 5% Hotel 70% 100% 100% 70% 100% 100% Restaurant 70% 100% 10% 70% 100% 20% Movie Theater 40% 80% 10% 80% 100% 10% Entertainment 40% 100% 10% 80% 100% 500A Conference/Convention 100% 100% 5% J12Af1(0)% 5% Institutional(non- 100% 20% 5% 5% church) Institutional(church) 10°� 5% 5% 5% This table defines the percent of the basic minimum needed during each time period for shared parking. (M-F=Monday to Friday) P r o j e c t D a t a Mon-Fri SECTION 1 8am-5pm 4 LVL Office 74,100 Net s.f. Office 100% (Req.1 sp/300 s.}.) Total Required Parking: 247 sps Required Parking: 247 sps Provided Parking: Resturant 70% Surface Parking: 148 sps On-Street Parking: 24 sps Required Parking: 164 sps Total Provided Parking: 172 sps Increased Office Area Total Required Parking: 411 sps Required Shared Parking Approved by City Total Provided Parking: 406 sps SECTION 2 1 LVL Restaurant A 11,900s.f. (Req.1 sp/100 sJ.) Required Parking: 119 sps 1 LVL Restaurant B 11,500s.f. Mon-Fri (Req,i sp/10'0) 6pm-12am Required Parking: 115 sps Total Required Parking: 234 sps Office 20% Provided Parking: Required Parking: 50 sps Surface Parking: 181 sps On-Street Parking: 53 sps Resturant 100% Total Provided Parking: 234 sps Required Parking: 234 sps SECTION 3 1 LVL Restaurant 6,200 s.f. Total Required Parking: 284 sps (Req l sp!l OD s f.} Total Required Parking: 62 sps Total Provided Parking: 406 sps Provided Parking: Surface Parking: 62 sps Total Provided Parking: 62 sps Table 2 Acce table stalking Distances (Parkiag Evaluation) Adjacent shmrt Medium 1_ort� ,Less than 100 ff} (less aian 8C)O fit Tess than 1-2Gt)ft I Class than 1,600 ft} People with disabilities Grocery stores General retail Airport parking Deliveries and loading Professional services Restaurant Major sport or cultural Emergency services Medical clinics Employees event Convenience store Residents Entertainment center Overflow parking Religious institution This table indicates maximum acceptable walking distance from parking to destinations for various activities and users.it % assumes good pedestrian conditions(sidewalks, crosswalks, level terrain)that are outdoors and uncovered, with a mild climate. ( n k�l Table 3 Parking Occupancy Rates t# rt!,_F tit-� fat, sat: 8, sat. a- dun. sues. Sun. 8am-5prr 1 epm-12am 12am-6am I 8am-5pm I 6pm-12am 12ani-6ain Residential 60% 100% 100% 80% 100% 100% Office/warehouse 100% 20% 5% 5% 5% 5% /Industrial Commercial 90% 80% 5% 100% 70% 596 Hotel 70%1 100% 100% 70% 100% 100% Restaurant 70% 100% 10% 70% 1Q0% 20% Movie Theater 4 %1 80% 10% 80% 100% 10% Entertainment 40-A 100% 10% 8o% 100% 50% Conference/Convention 100% 100% 5% 100% S00•� 5% Institutional(non- 100% 20% 5% 10% 10% 5% church) Institutional(church) 10% 100% 50% 5% This table defines the percent of the basic minimum needed during each time period for shared parking. (M-F=Monday to Friday) Table 2 Acceptable balking Distances (parkigg Evaluation) Adjacent Saar£ P&edium long (Less than 100 ft) (less than 800 flr (less than 1.200 fiti Oes&than 1,600 ft) People with disabilities Grocery stores General retail Airport parking Deliveries and loading Professional services Restaurant Major sport or cultural Emergency services Medical clinics Employees event Convenience store Residents Entertainment center Overflow parking Religious institution This table indicates maximum acceptable walking distance from parking to destinations for various activities and users.It ! assumes good pedestrian conditions(sidewalks,crosswalks,level terrain)that are outdoors and uncovered, with a mild climate. ` I i Table 1 Peak Parkin Demand Wepkdav Peaks �fenirr f-„a€c attic c er c is Banks Auditoriums Religious institutions Schools Bars and dance halls Parks Distribution facilities Meeting halls Shops and malls Factories Restaurants Medical clinics Theaters Offices Professional services This table indicates peak parking demand for different land use types.Parking can be shared efficiently by land uses with different peaks. "Sharing Parking Facilities Among Multiple Users." Online TDM Encyclopedia - Shared Parking, Victoria Transport Policy Institute, 21 Dec. 2015, wvvw.vtpi.org/tdm/tdm89.htm. j to �° ° a c �01 ° o °0�� a d s o >, °0 !v C 0°s c On on. o- = 0' °0. a 00 O° oo. V o00000000 lLb°o �'�- 0000000o 000000000 00 mr-COLOV N,- S' COdCVOOOCO�N S 4) Pasn saaedS BUPIJed pasn saoedg BUPIJed c � m a N o 0 H � � b°o j 2 C} N 2 I . ui 002 00` 00 D 0,0 O� I] 4-1 00 on CYo 00 O GGg,°s !yb 06' o 0000000 00 0000000 0 V)04CN � s o00000 0. Pasn sa:)edS Bu'MJed Pasn saoedS 6u'MJed � c N -p t0 0 W a' ® 0 ■ I 0 N d == lv°V D o- w �y°°• a a `o°°� E o• 00000000� °°.S, COt7'N000t�'d'N pasn seoedg BuI)Iaed c Fc c c U � w N 0 w w w ■ 0 ■ L �a°.i °°- a. of E `yo.°s �. �2°0. o 0 °0. E °° i— .a �bo<< EL �y101 . °°s pannbeH saoedg BuilJed i MARCH 29, 2019 ;r t �7 r SI LVE RLAKE TRAFFIC IMPACT ANALYSIS GRAPEVINE, TEXAS y 4 ' Texas Registered Engineering Firm F-761 .' S00 W. 7th Street, Suite 300 Mail Unit 23 Fort Worth, TX 76102-4728 Phone: (817) 335-3000 Fax: (817) 335-1025 ■ f, 0 g 3 Traffic aal�is ) _ 1 ��.t � j RS GrapMw,TX March 29,MI9 Introduction This study investigates the traffic impacts for the proposed hotel, mid-rise apartments, and restaurants that are part of the Silverlake development that occupies the northern corner of SH 26 and Bass Pro Court in Grapevine,TX.The proposed hotel will be on the north side of Bass Pro Court across the street from the existing Courtyard Marriot. In addition, an expansion of the existing Courtyard Marriot will be analyzed as part of this report.The proposed apartments and restaurants will be located adjacent to Bass Pro Court and SH 26.Also part of this project, a reconstruction of Bass Pro Court and an additional right turn lane into the project site was analyzed to serve the proposed developments. Currently,the site of the proposed development is vacant. Exhibits 1 and 2 identify the project area. Exhibit 1—Project Location Map Grapevine 1 Mills Trail � ,. �i Proposed Grapevine -� Hotel Mills Blvd r Proposed Apartments and Restaurants } 4 6 7 8 Bass Pro .v Drive x W "F j s 5 Fairway Drive The proposed hotel will consist of 570 rooms, 19,687 square feet of meeting space, and a parking garage with an expected capacity of 767 spaces and minimal surface parking.The expansion of the Courtyard Marriot will include a 150 room wing built on the existing site of the hotel. Proposed apartments at the development consist of nine,two to three story buildings containing a total of 360 units.The proposed restaurants are arranged in two separate areas on the site, one 10,000 square feet and the other 12,000 square feet. Bass Pro Court is proposed to be reconstructed with a lane arrangement of four lanes(two lanes in each direction). At Intersection 3, a proposed 540 foot right turn lane will be off of southbound SH 26 into the driveway on the north side of SH 26. In addition,the northbound left turn lane at Intersection 3 is increased by approximately 50 feet. Exhibit 2 shows the proposed site plan in addition to the access points into the proposed development.The Driveway Concept Plan in the Appendix shows the proposed geometry for the driveway and deceleration lane off of SH 26. 2 1 P a g e ✓ / r rr r F i` UN GrapevineJS OR Wyk P� Tr d Mills ail 4 � f Proposed Y �� .rt A Grapevine �� 2 r HotelOK Mills Blvd. > i - -0 � % r Proposed A Apartments and 3 F Restaurant See k 4 Detail 6 78 «� Below Bass Proms Drive _ Existing Hotel 'tip Bass Pro r Court IN l ; ` � ��S;t 11 �r�i� ii 1pb, .wit ✓ � �� ��r"� Fairway Drivef r �� ----- r/ Proposed (hc) `F1 - - i Right-Turn Lane , 3 14 13 12 WE OWW TWA XX Qj 9 oasrwc aac-eiawn Wam t r/ \ N.T.S. HUI T-MLARS Silverlake Traffic Impact Analysis Exhibit Suite 210 o Drive 2 1 91 Paso e as 79912 Project Area 39 Firm No.F-761 w ww.h u i tt-z 0 11a rs.c o m %miakeTraifficknpactAnalysis ._ ) " 01 %) ,n( March29,2171119 The proposed development is near existing hotels, restaurants, a Bass Pro Shop, approximately a mile away from Grapevine Mills Mall,and approximately five miles from Dallas/Fort Worth (DFW) International Airport.The development will be adjacent to SH 26 and about two miles away from SH 121 by way of Bass Pro Drive. SH 26 is a major arterial that provides direct access to the city of Grapevine west of the proposed development and many communities further east. SH 121 is a major state highway that leads to DFW Airport to the south and several communities to the north and east.Traffic to and from the proposed development and DFW Airport is expected to utilize Bass Pro Drive and SH 121. The City of Grapevine's Traffic Engineering Department was consulted regarding the study area and intersections to include in the study. From this consultation, it was determined that the study area would include the intersection shown in Table 1.Table 1 also includes the intersection numbering convention used in this report as well as the intersection control type. Exhibits 1 and 2 show the proposed development in relation to the study area intersections. Table 1—Intersection Numbering and Control Type Intersection Location Control Type Numbering 1 SH 26 and Grapevine Mills Trail Signalized 2 SH 26 and Grapevine Mills Blvd. Signalized 3 Proposed Driveway#1 Unsignalized 4 SH 26 and Bass Pro Drive Signalized 5 SH 26 and Fairway Drive Signalized 6 Bass Pro Drive and Big Bucks Drive Signalized 7 Bass Pro Drive and SH 121 SB Signalized 8 Bass Pro Drive and SH 121 NB Signalized 9 Bass Pro Court and Proposed Driveway#2 Unsignalized 10 Bass Pro Court and Proposed Driveway#3 Unsignalized 11 Bass Pro Court and Proposed Driveway#4 Unsignalized 12 Bass Pro Court and Existing Driveway Unsignalized 13 Bass Pro Court and Proposed Driveway#5/Existing Driveway Unsignalized 14 Bass Pro Court and Proposed Driveway#6/Existing Driveway Unsignalized Intersections 3, 9, 10, 11, and 14 are proposed intersections and currently do not exist. Intersections 3, 9, and 10 will serve the proposed restaurant and apartments. Intersections 11, 12, 13, and 14 will serve the existing and proposed hotels.The driveways at intersections 3, 9 and 10 are one lane in—one lane out. The lane configuration for the driveways of Intersections 11 through 14 is shown in Exhibit 3.The parking garage has a main entrance/exit on Bass Pro Court that will be opened at all times. It also has a secondary garage entrance/exit in the back of the parking garage.Traffic in and out of this secondary garage entrance is controlled and will only be allowed during high volume events. 4 1 P a g e SilmiakeTrafficlmpactAnalysis H ' -AD L LARS &apeWne,TX March29,2019 Exhibit 3—Traffic Access, Intersections 11 through 14 / Secondary garage / -entrance for high volume / events — access / controlled —— —— 2. �, I I 'J`t '`" °Fac»�'• access _ ' + ��. RENAISSANCE/AC/ELEMENT controlled MULTBRAND I I !r Main garage PARKING HOTEL entrance GARAGE I 1 ! (one lane in, right in any 1 one lane ( right out _ K _. .; right in only y out) oy no oy 1, !' GOLF 3I CART U I CONNECAON - - + - oru tans In, i one lane m left dun into Ime out a one tans out proposed driveway 1 - M.1 F for traffic turning left f "...,., - from pro ;, 1 ----- driveway I � EXISTING DUAL-BRAND HOTEL ' I _ HILTON GARDEN INN C HOTEL EXPANSION 5 Page SiIwiake Trdl%c Mipact Analyss Qapaftu Mardh29,2019 With City approval,the following scenarios were analyzed to fully determine the traffic impacts of the proposed development.The scenarios include: 1. Existing conditions(2016) 2. Full build-out year(2017) 3. 5 years after full build-out(2022) It is estimated that the full build out year will be 2017 with the 5 year post-build out being 2022.The 2022 scenario represents the highest background traffic volumes and full build-out traffic from the project and will be used to determine the extent of impacts and need for improvements. Traffic Circulation The proposed development is adjacent to SH 26 and Bass Pro Court. SH 26 serves as a main route to and from the City of Grapevine as well as the nearby Grapevine Mills Mall, restaurants, and other large retail areas. Bass Pro Court transitions to Bass Pro Drive east of SH 26,which in turn provides access to SH 121 and DFW Airport. Access to the proposed hotel will be off of Bass Pro Court only while the proposed apartments and restaurants will be able to be accessed from either Bass Pro Court or SH 26. An existing median cut at the driveway off of SH 26 (Intersection 3)will allow traffic to directly access the proposed apartments and restaurants directly from both north and southbound SH 26.The exact locations of these access points are shown in Exhibit 2.The characteristics of the roadways analyzed in this study are shown in Table 2. Table 2—Analyzed Roadway Characteristics Number Roadway N Lanes Classification Speed Limit SH 26 6 Principal Arterial 55 Bass Pro Drive 4 Minor Collector 40 Fairway Drive 2 Minor Collector 30 Bass Pro Court 4-2 Minor Collector 30 Big Bucks Drive 2 Private Road 15 Grapevine Mills Blvd. 4 Minor Collector 30 Grapevine Mills Blvd. 4 Minor Collector 30 SH 121 SB 2 Frontage Road 40 SH 121 NB 2 Frontage Road 40 6 Page %aialceTrafficlmpactAr>� U I 1_L\RS Grape-Ane,lX March29,=9 Existing Conditions and Volumes Intersection 1 is a signalized four-leg intersection at SH 26 and Grapevine Mills Trail.Southbound SH 26 is a four lane approach with a dedicated left turn lane,two through lanes, and a shared through-right turn lane. The left turns at this approach are treated as leading protected. Northbound SH 26 is a four lane approach with a dedicated left turn lane, two through lanes, and a dedicated right turn lane. Left turns at this approach are lagging protected movement.The eastbound approach to Grapevine Mills Trail has a dedicated left,through, and right turn lane. Left turns at this approach are treated as permitted. Westbound Grapevine Mills Trails consists of a dedicated left turn lane and a shared through- right turn lane. Protected-permitted left turns are allowed at this approach. Intersection 2 is a signalized four-leg intersection at SH 26 and Grapevine Mills Boulevard. Southbound SH 26 consists of a dedicated left turn lane,two trough lanes, and a shared through-right lane.The left turns at this approach are lagging protected. Northbound SH 26 consists of two dedicated left turn lanes,three through lanes, and a dedicated right turn lane. Northbound left turns are leading protected. The eastbound approach of Grapevine Mills Boulevard consists of a dedicated left, through, and right turn lanes.This approach is treated as a split phase due to the east leg of the intersection being an on- ramp for SH 121 and does not have any westbound traffic. Intersection 3 is a proposed un-signalized intersection that will serve the proposed apartments and restaurants.The approaches from the proposed development and Bass Pro Shop are stop controlled. The north and southbound approaches of SH 26 both have three through lanes and a dedicated left turn lane, but the northbound approach also has a right turn lane that serves the Bass Pro Shop.Through coordination with Texas Department of Transportation (TxDOT)traffic engineers, an increase of 50 feet to the northbound left turn lane is proposed. Under input from TOOT, it was determined that the additional length will aid in serving turning vehicles into the development.A 540 foot right turn lane is proposed for the southbound approach of SH 26.The right turn lane will aid traffic turning into the proposed development by safely separating turning traffic from through traffic.The 540 foot distance was determined based off of estimated right turn volumes, design guidelines from the TOOT Roadway Design Manual, and coordination with local TOOT traffic engineers. Storage length calculations are shown in the Appendix. Intersection 4 is the four-leg signalized intersection of SH 26 and Bass Pro Drive/Court.The north and southbound lane arrangements on SH 26 both consist of a dedicated left turn lane and three through lanes, but southbound SH 26 has a dedicated right turn lane while northbound has a shared through- right lane. Northbound left turns are leading protected and southbound are lagging protected. Westbound Bass Pro Drive consists of two dedicated left turn lanes and a shared through-right turn lane. Left turns at this approach are lagging protected. Eastbound Bass Pro Court consists of a dedicated left, through, and right turn lane. Left turns at this approach are lagging protected as well. Intersection 5 is a three leg intersection of SH 26 and Fairway Drive. Southbound SH 26 consists of two through lanes and a shared through-right lane. Northbound SH 26 has three through lanes and a 7 1 P a g e S�uerlalCeTraffic kripactAnalyss I � � �'t Grapevine,TX Mardh 29,2D39 dedicated left turn lane with a lagging-protected treatment.The Fairway Drive approach consists of two dedicated right turn lanes and a dedicated left turn lane. Intersection 6 is a three leg intersection of Bass Pro Drive and Big Bucks Drive. Eastbound Big Bucks consists of a dedicated left turn lane and two through lanes while westbound consists of two through lanes and a dedicated right turn lane.The left turn phase turning into Big Bucks Drive operates as lagging protected-permitted. Big Bucks Drive is the southbound approach and consists of a dedicated left and right turn lane. Intersections 7 and 8 are the SH 121 south and north frontage road intersections with Bass Pro Drive, respectively.The southbound approach consists of a dedicated left turn lane, dedicated through lane, and shared through-right lane. Eastbound Bass Pro Drive at intersection 7 consists of two through lanes and a dedicated right turn lane.The westbound lane arrangement of Bass Pro Drive at Intersection 7 consists of two dedicated through lanes and a dedicated left turn lane.Westbound left turns at intersection 7 are protected permitted while southbound operates as a split phase with the northbound bound frontage road approach at intersection 8.At intersection 8, eastbound Bass Pro Drive has a dedicated left turn lane and two through lanes. Westbound Bass Pro Drive consists of a through lane and shared through-right lane.The northbound SH 121 frontage road lane arrangement includes through lane and shared through-right. Bass Pro Drive eastbound left turns at intersection 8 are protected-permitted. Intersections 12 and 13 currently serve the existing hotel off of Bass Pro Court.They both have northbound approaches and are arranged as one lane in, one lane out driveways. In addition, both intersections may be accessed from both east and west bound Bass Pro Court. The City of Grapevine provided intersection turning movement counts for Intersection 4 that were collected on April 7, 2016 and deemed acceptable for use in this study by the City. Existing turning movement counts and field observations for all other project intersections were obtained during the AM and PM peak hours on July 23, 2016.The data was collected between the hours of 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM.Turning movement count data is included in the Appendix. Although existing turning movement counts were not collected at intersections 12 and 13, estimates at these intersections were gained from the data collected at the Bass Pro Court approach for Intersection 4.The only traffic coming or going at this approach is related to the existing hotel and is utilizing the driveways at Intersections 12 and 13.The estimated turning movement counts at these intersections for the AM and PM peak periods may be observed in Figure 2. Traffic volumes were analyzed to determine the AM and PM peak hour volumes (PHV) and peak hour factors (PHF). PHVs were calculated by taking the highest four-consecutive 15-minute volumes for each turning movement at each approach over the two hour data collection period. Using this calculated peak hour, corresponding peak hour factors were calculated for each turning movement. Figures 1 and 2,shows the peak hour turning movement counts for the AM and PM periods. 8 1 P a g e %miakeTirafliiclmpactM*,-is HUFT-OOLLARS Qapevine.TX Mamh 29,2M9 Peak hour factors are a traffic parameter used to describe the relationship between the peak 15-minute flow rate within the peak hour and the total peak hour volume. A high PHF(closer to 1) indicates that traffic is spread out relatively evenly throughout the peak hour. A low PHF(closer to 0) indicates that traffic is concentrated within the peak 15 minutes. By using this method, the PHVs and PHFs can show the "worst case scenario"for each turning movement. High traffic generators, such the shopping centers near the development, can have effects on left and right turn intersection movements that do not necessarily align with the highest through movement volumes. Calculating PHVs and PHFs by this method account for these differences and better show the impacts of high turning volumes. Complete PHV and PHF calculations may be found in the Appendix. Intersection 4 is expected to experience the greatest volume change from the proposed development and the PHV and PHF calculations for this intersection is shown below in Table 3 Table 3—Peak Hour Turning Movements for Intersection 4 Bass Pro Court SH 26 Bass Pro Drive SH 26 Int. Bass Westbound Northbound Eastbound Southbound Proo Drive/Court Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM PH Start 7:15 AM 7:15 AM 8:00 AM 7:15 AM 7:30 AM 7:15 AM 7:15 AM 7:00 AM 8:00 AM 7:15 AM 7:45 AM 7:15 AM AM Volume 233 27 142 10 827 997 16 29 21 137 465 15 AM phf 0.86 0.68 0.83 0.63 0.89 0.80 0.57 0.66 0.88 0.73 0.85 0.75 PM PH Start 4:45PM 4:30PM S:00PM 5:00PM 4:30PM 4:30PM 4:45PM 4:45PM 5:00PM 4:00PM 4:30PM 5:00PM PMVolume 699 15 359 16 1 1122 1 327 18 24 18 1 145 592 15 PM phf 0.83 0.63 0.89 0.80 1 0.93 1 0.85 0.64 0.67 0.90 1 0.82 0.944 0.75 From Table 3, it is observed that AM peak hours at Intersection 4 varied from 7:15 AM to 8:00 AM, with the most common peak hours occurring at 7:15. PHFs during the AM period range from 0.57 to 0.89. The highest PHFs were in the northbound through, southbound through, westbound left,westbound right, and eastbound right movements indicating spread out traffic during the peak hour.The rest of the movements have PHFs less than 0.75, indicating more concentrated traffic during the highest 15 minute interval for their respective peak hours. During the PM period for Intersection 4,the movement peak hours occurred from 4:00 PM to 5:00 PM with the most common peak hour at 4:30 PM and 5:00 PM. PHFs at this intersection range from 0.63 to 0.94.The movements with the most concentrated traffic volumes were westbound through, eastbound left, and eastbound through.The movements with the most dispersed volumes over the peak hour included westbound right, northbound through, eastbound right, and southbound through. Intersection Analysis Traffic circulation is commonly evaluated with intersection Level of Service (LOS). LOS is a measure of driving conditions and vehicle delay. It is calculated using principles in the Highway Capacity Manual, published by the Transportation Research Board. LOS allows discussion and comparison of traffic operations on roadway facilities. It ranges from A(best)to F (poorest). LOS of A, B, and C indicate conditions where traffic can move freely. LOS of D describes conditions where delay is noticeable. LOS E and F indicate conditions where traffic volumes are close to capacity or beyond capacity, experiencing 9 1 P a g e SduerlakeTraffictrnpactAnalySis R . n ' HA. Grapevine,TX March 29,2M9 significant delays,slow speeds, stop-and-go conditions, and queuing. Roadway LOS was not analyzed for this project.The intersection LOS was used for evaluation since the intersections will be the limiting factor for capacity.Table 4, lists the LOS definitions for signalized and un-signalized intersections as defined in the Highway Capacity Manual 2010. Table 4—Level of Service Delay(s/veh) at Delay(s/veh) at LOS Signalized Unsignalized Traffic Flow Characteristics Intersection Intersection A 1510 sec. :510 sec. Virtually free flow, completely unimpeded B >10-20 sec. >10-15 sec. Stable Flow with slight delays, less freedom to maneuver C >20-35 sec. >15-25 sec. Stable Flow with delays, less freedom to maneuver D >35-55 sec. >25-35 sec. High density, but stable flow E >55-80 sec. >35-50 sec. Operating conditions at or near capacity, unstable flow F >80 sec. >50 sec. Forced flow, breakdown conditions Intersection delay is calculated by taking a weighted average of the total delays for each intersection lane group.Total delay includes queue delay and delay from stopping. Using this intersection delay, a LOS value may be assigned to the intersection. The volume to capacity(v/c) ratio indicates the amount of congestion for each lane group.Any v/c ratio greater than or equal to one indicates that the approach is operating at or above capacity.The intersection v/c ratio is the maximum ratio from all the lane groups. The LOS, delay, and volume-capacity ratios for the existing conditions were calculated using Synchro and summarized in Table 5 for both AM and PM peak hours. Detailed results are included in the Appendix. 101 Page %erlakeTraliclmpactAn*sis I I—[-- _LA RS Grapevine,TX Mardh29,2M9 Table 5-Existing Condition(2016)Operational Measures Intersection AM Peak Hour PM Peak Hour Number Location Delay LOS WC Delay LOS WC 1 SH 26 and Grapevine Mills 33.7 C 0.67 35.3 D 0.79 Trail 2 SH 26 and Grapevine Mills 16.7 B 0.73 22.8 C 0.85 Blvd. 3 Proposed Driveway#1 N/A N/A N/A N/A N/A N/A 4 SH 26 and Bass Pro Drive 23.8 C 0.80 31.3 C 0.85 5 SH 26 and Fairway Drive 13.2 B 0.68 15.7 B 0.8 Bass Pro Drive and Big Bucks 6 4.6 A 0.52 5.3 A 0.61 Drive 7 Bass Pro Drive and SH 121 SB 27.4 C 0.96 45.7 D 1.07 8 Bass Pro Drive and SH 121 NB 38.7 D 0.96 60.5 E 1.07 12 Bass Pro Court and Existing 3.7 A 0.04 3.7 A 0.03 Driveway Bass Pro Court and Existing 13 6.4 A 0.03 6.9 A 0.03 Driveway Trip Generation The estimated number of trips generated for the proposed development were calculated using the ITE Trip Generation Manual, 9th Edition.The average trip rates for the peak hour of the adjacent street traffic were used for this study.These trips represent the highest peak hour vehicle trip ends generated by the development for the peak hour between 7 to 9 AM and the peak hour between 4 to 6 PM.The generated trips for the proposed hotel, apartments, and restaurant space are shown in Table 6.All trips are considered to be vehicular. 111 Page 1_1 LiTs %miakeTraffixImpactAnalysis — _ GrapeAne,TX Mardi 29,20]9 Table 6—Proposed Development Generated Trips Number Proposed Generated Trips Type of Development of Units SQ FT AM Peak PM Peak Residential 360 135 162 Restaurant#1 10000 109 99 Restaurant#2 12000 130 119 Hotel 720 382 432 TOTAL 756 812 Total In: 399 445 Total Out: 357 367 Trip Distribution Traffic generated by the proposed development had to be distributed and assigned to the study area intersections so that impacts can be analyzed.The generated trips were assigned to signalized intersections and driveways considering such factors such as connectivity, capacity, and congestion. Engineering judgment was applied to these factors when developing assumptions for the analysis.The following factors affected the trip distribution: 1. A large amount of hotel trips are expected to and from DFW Airport. 2. Residential and restaurant trips are expected to follow existing traffic volume patterns. 3. Bass Pro Court will be the only access point for hotel traffic while apartment and restaurant traffic will utilize Bass Pro Court and SH 26. 4. A typical day was considered for the traffic distributions;therefore, it was assumed that drivers in route to the proposed hotel would only use the parking garage and the parking garage entrance on Bass Pro Court. Considering the factors stated above,the trip distributions turning movements were assigned for all the land uses and illustrated in Figures 3-10. Using the trip distributions from Figures 3-10,generated trips were developed for all the land uses and summarized in Figure 11 and 12. Background Growth Regardless of proposed developments, the study area population and corresponding traffic volume will continue to grow.The rate of traffic volume growth, or growth rate (GR), is expressed as a percentage of growth over a year.The City of Grapevine was consulted for this growth rate and provided a rate of 3%per year. Using the provided growth rate,future background traffic forecasts for the full build-out year(2017) and 5 years after full build-out(2022) may be determined. In Synchro traffic modeling software,future 121Page Si ylakeTrACImpactAl �N I � � "'%[ Grapeu m,TX March 29,2019 traffic forecasts are determined using a growth factor(GF).This growth factor is calculated using the equation GF = (1 + GR)', where n is time in years.The calculated growth factors are shown in Table 7. Table 7-Traffic Volume Growth Factors GF (2017) GF (2022) 1.030 1.194 The existing turning movements in the study area are then multiplied by the respective growth factors to determine the forecasted background turning movements for 2017 and 2022. Future Conditions with and Without Development The opening year scenario was analyzed by creating Synchro models using the background 2017 traffic volumes with and without the proposed development. Model analysis provided the delay, LOS, and volume to capacity ratios and are shown in Table 8. Table 8-Operational Measures for Opening Year(2017) Intersection AM Peak Hour PM Peak Hour Number Location Delay LOS V/C Delay LOS V/C 1 SH 26 and Grapevine Mills Trail Background 34.3 C 0.68 35.5 D 0.79 With Project 36.3 D 0.73 37.1 D 0.83 Background 16.4 B 0.74 22.8 C 0.86 2 SH 26 and Grapevine Mills Blvd, With Project 14.7 B 0.75 23.0 C 0.86 3 SH 26 and Proposed Driveway#1 Background N/A N/A N/A N/A N/A N/A With Project 0.5 A .24 0.4 A 0.35 4 SH 26 and Bass Pro Drive Background 24.8 C 0.83 32.2 C 0.88 With Project 73.0 E 1.56 103.6 F 3.23 5 SH 26 and Fairway Drive Background 13.4 B 0.68 16.0 B 0.81 With Project 14.4 B 0.68 16.1 B 0.81 6 Bass Pro Drive and Big Bucks Background 4.7 A O.S3 SA A 0.62 Drive With Project S.7 A 0.53 4.8 A 0.62 7 Bass Pro Drive and SH 121 SB Background 29.2 C 0.97 48.9 D 1.10 With Project 34.5 C 1.13 55.8 E 1.12 8 Bass Pro Drive and SH 121 NB Background 39.6 D 0.97 67.6 E 1.10 With Project 71.0 E 1.13 80.6 F 1.12 9 Bass Pro Court and Proposed Background N/A N/A N/A N/A N/A N/A Driveway#2 With Project 1.9 A 0.21 1.6 A 0.17 10 Bass Pro Court and Proposed Background N/A N/A N/A N/A N/A N/A Driveway#3 With Project 0.8 A 0.12 0.5 A 0.12 11 Bass Pro Court and Proposed Background N/A N/A N/A N/A N/A N/A Driveway#4 With Project 1.8 A 0.10 1.4 A 0.11 12 Bass Pro Court and Existing Background 3.8 A 0.04 3.7 A 0.03 Driveway With Project 2.1 A 0.10 2.2 A 0.09 13 Page SdueTraflicknpactAnalysis Crapeurne,TX Manfi 29,2019 Table 8—Operational Measures for Opening Year(2017)Cont. Intersection Location AM Peak Hour PM Peak Hour Number Delay LOS V/C Delay LOS V/C 13 Bass Pro Court and Proposed Background 6.4 A 0.03 6.9 A 0.03 Driveway#5/Existing Driveway With Project 3.8 A 0.08 3.6 A 0.06 14 Bass Pro Court and Proposed Background N/A N/A N/A N/A N/A N/A Driveway#6/Existing Driveway With Project 4.3 A 0.12 4.9 A 0.16 From the data analysis shown in Table 8, it's observed that intersections 4 and 8 experienced significant added delays with the proposed development. At Intersection 4,the delay increased 48.2 seconds in the AM peak hour 71.4 seconds in the PM peak hour. Delays at Intersection 8 in the AM peak hour increased by 31.4 seconds and 13 seconds in the PM peak hour.The increase in delays at intersection 4 is observed to be caused by the large jump in traffic volume that is expected enter and exit the development from the west leg of this intersection. At intersection 8, delays increase the greatest in the northbound left movement. The 2022, 5 years after opening scenario, was analyzed and considered for mitigation measures because it represents the worst case scenario for the traffic study.Synchro models were created for 2022 with and without the proposed development. Figures 13-16 show the turning movement counts for 2022 background growth and 2022 background with the development, respectively.Table 9 compares the delay, LOS, and volume to capacity ratios for the study intersections for the existing conditions, 2022 background, and 2022 with development. 141Page Sire►1akeTraiTiclmpactAnalysis Gr4eAne,TX March 29,2019 Table 9-Operational Measures for 5 Years After Opening Year(2022) Intersection Location AM Peak Hour PM Peak Hour Number Delay LOS V/C Delay LOS V/C 1 SH 26 and Grapevine Background 35.9 D 0.71 36.9 D 0.82 Mills Trail With Project 38.5 D 0.79 40.7 D 0.87 2 SH 26 and Grapevine Background 16.6 B 0.77 24.0 C 0.88 Mills Blvd. With Project 15.1 B 0.77 23.5 C 0.88 3 Proposed Driveway#1 Background N/A N/A N/A N/A N/A N/A With Project 0.5 A 0.25 0.4 A 0.37 4 SH 26 and Bass Pro Drive Background 38.9 D 1.00 43.3 D 1.23 With Project 107.2 F 1.82 128.3 F 3.51 5 SH 26 and Fairway Drive Background 15.1 B 0.70 18.3 B 0.85 With Project 15.7 B 0.70 19.1 B 0.85 6 Bass Pro Drive and Big Background 5.3 A 0.56 5.S A 0.66 Bucks Drive With Project 6.5 A 0.56 5.1 A 0.66 7 Bass Pro Drive and SH Background 42.6 D 1.16 79.6 E 1.31 121 SB With Project 55.3 E 1.29 95.0 F 1.33 8 Bass Pro Drive and SH Background 76.1 E 1.16 119.1 F 1.31 121 NB With Project 111.3 F 1.29 135.2 F 1.33 9 Bass Pro Court and Background N/A N/A N/A N/A N/A j N/A Proposed Driveway#2 With Project 2.0 A 0.22 1.6 A 0.18 10 Bass Pro Court and Background N/A N/A N/A N/A N/A N/A Proposed Driveway#3 With Project 0.7 A 0.13 0.5 A 0.12 11 Bass Pro Court and Background N/A N/A N/A N/A N/A N/A Proposed Driveway#4 With Project 1.8 A 0.11 1.4 A 0.11 12 Bass Pro Court and Background 3.8 A 0.05 4.4 A 0.04 Existing Driveway With Project 2.1 A 0.10 2.0 A 0.09 Bass Pro Court and Background 6.4 A 0.03 7.0 A 0.03 13 Proposed Driveway #5/Existing Driveway With Project 3.9 A 0.07 3.6 A 0.07 Bass Pro Court and Background N/A N/A N/A N/A N/A N/A 14 Proposed Driveway #6/Existing Driveway With Project 4.3 A 0.12 4.9 A 0.16 From the data analysis shown in Table 9, it's observed that Intersections 4, 7, and 8 experienced added delays causing the LOS to deteriorate. During the AM peak hour at Intersection 4,the delay increase 68.3 seconds while the PM peak hour saw an increase of 85 seconds.These increases are a result of the large jump in turning movements in and out of the proposed development. Intersection 7 experienced delay increases of 12.7 seconds in the AM peak and 15.4 seconds in the PM peak.The delay deterioration is attributed to the expected increase in eastbound right turn movements and westbound through movements due to the development.At Intersection 8,the added delays of 35.2 seconds in the 151Page e"eTralTicImpectAnalyss ._.Sdu _ Grape**,TX March 29,21X9 AM period and 16.1 seconds in the PM period are a result of the large amount of trips making the northbound left turn movement. In an effort to return traffic operations at Intersections 4, 7, and 8 to levels analyzed in the 2022 Background scenario without the proposed development, mitigation measures were further analyzed to improve traffic operations. Mitigations To address the added delays at Intersection 4, improvements to the traffic signal operation to consider the extra turning movements into and out of Bass Pro Court were analyzed. From traffic model analysis, it was determined that utilizing flashing yellow arrow left turns on the east and westbound approaches, adding an additional westbound through lane, and adjusting split and offset times were able to return the intersection LOS for both the AM and PM peak periods back to 2022 Background conditions at Intersection 4. With these changes,the traffic signal was able to manage the added development trips and the existing high number of background turning movements more efficiently than using protected left turns on Bass Pro Court/Drive. For the implementation of the flashing yellow arrow signals at the westbound approach, it is recommended that the dual left turn lanes be offset by at least four feet towards the median to improve sight distance for drivers performing permitted left turns from the dual left lanes. Sight distance may also be improved by shifting the eastbound left turn lane a similar distance into the median.The percent financial responsibility by the developer for the phasing changes and split adjustments at Intersection 4 is expected to be 15% based on the proposed Development's generated traffic and 2022 Background scenario traffic volumes at the Intersection. A Synchro representation of the mitigation lane arrangement is shown in Exhibit 4. Exhibit 4—Intersection 4 Mitigation Lane Arrangement s ,, :5 O G, ti N k ssA _ 16 Page SilmlakeTrafrk ImpactAnalysis Grapevine,TX March 29,2019 After analyzing several options, adjusting the split times at Intersections 7 and 8 proved to mitigate the LOS to that of 2022 Background levels. The adjustments made were able to improve delays at turning movements significantly affected by the proposed development while not compromising operations at the other turning movements. Based on the proposed development's generated traffic and the 2022 Background scenario traffic volumes at Intersections 7 and 8,the Developer's expected financial responsibility of for the mitigation measures at Intersections 7 and 8 is 4%. In addition to the mitigation efforts at Intersections 4, 7, and 8, the splits and offsets at all the other project intersections were updated for optimum traffic operations. Results of the mitigation measures for all the project intersections is shown in Table 10. Table 10-Operational Measures for 5 Years After Opening Year(2022)with Mitigation Measures Intersection Location AM Peak Hour PM Peak Hour Number Delay LOS V/C Delay LOS V/C SH 26 and Grapevine Background 35.9 D 0.71 36.9 D 0.82 1 Mills Trail With Project 38.5 D 0.79 40.7 D 0.87 Mitigation 29.8 C 0.67 27.9 C 0.74 SH 26 and Grapevine Background 16.6 B 0.77 24.0 C 0.88 2 Mills Blvd. With Project 15.1 B 0.77 23.5 C 0.88 Mitigation 17.5 B 0.77 21.2 C 0.88 Background N/A N/A N/A N/A N/A N/A 3 Proposed Driveway#1 With Project 0.5 A 0.25 0.4 A 0.37 Mitigation 0.5 A 0.25 0.4 A 0.37 SH 26 and Bass Pro Background 38.9 D 1.00 43.3 D 1.23 4 Drive With Project 107.2 F 1.82 128.5 F 3.51 Mitigation 48.8 D 1.06 52.5 D 1.14 SH 26 and Fairway Background 15.1 B 0.70 18.3 B 0.85 5 Drive With Project 1S.7 B 0.70 19.1 B 0.85 Mitigation 16.8 B 0.72 16.9 B 0.88 Background 5.3 A 0.56 5.5 A 0.66 6 Bass Pro Drive and Big With Project 6.5 A 0.56 5.1 A 0.66 Bucks Drive Mitigation 4.0 A 0.56 6.5 A 0.66 Background 42.6 D 1.16 79.6 E 1.31 7 Bass Pro Drive and SH 121 SB With Project 55.3 E 1.29 95.0 F 1.33 Mitigation 53.0 D 1.19 78.6 E 1.44 Background 76.1 E 1.16 119.1 F 1.31 8 Bass Pro Drive and SH With Project 111.3 F 1.29 135.2 F 1.33 121 NB Mitigation 68. 6 E 1.19 126.3 F 1.44 Bass Pro Court and Background N/A N/A N/A N/A N/A N/A 9 Proposed Driveway#2 With Project 2.0 A 0.22 1.6 A 0.18 Mitigation 1.6 A 0.18 1.6 A 0.18 17 SduerlakeTraffic�npactAnalystis ' _ -2l'. IA , &apeu6ie,TX March 29,2M9 Table 10-Operational Measures for 5 Years After Opening Year(2022) with Mitigation Measures(Cont.) Intersection Location AM Peak Hour PM Peak Hour Number Background N/A N/A N/A N/A N/A N/A 10 Bass Pro Court and Proposed With Project 0.7 A 0.13 0.5 A 0.12 Driveway#3 Mitigation 0.5 A 0.12 0.5 A 0.12 Background N/A N/A N/A N/A N/A N/A 11 Bass Pro Court and Proposed With Project 1.8 A 0.11 1.4 A 0.11 Driveway#4 Mitigation 1.4 A 0.11 1.4 A 0.11 Background 3.8 A 0.05 4.4 A 0.04 12 Bass Pro Court and Existing With Project 2.1 A 0.10 2.0 A 0.09 Driveway Mitigation 2.3 A 0.10 2.3 A 0.10 Background 6.4 A 0.03 7.0 A 0.03 13 Bass Pro Court and Proposed With Project 3.9 A 0.07 3.6 A 0.07 Driveway#5/Existing Driveway Mitigation 3.6 A 0.07 3.6 A 0.07 Background N/A N/A N/A N/A N/A N/A 14 Bass Pro Court and Proposed With Project 4.3 A 0.12 4.9 A 0.16 Driveway#6/Existing Driveway gation 4.9 A 0.16 4.9 A 0.16 From Table 10, it can be observed how the mitigations maintained the LOS of the 2022 Background scenario for Intersections 4, 7, and 8 . It can also be observed that the delay increases at all other project intersections are minimal and in some cases reduced with the optimized mitigation timing. Decision Sight Distance and Intersection Sight Distance Decision sight distance and intersection sight distance were considered for analysis at Intersection 3, particularly for the eastbound right turn movements turning onto SH 26. Using design criteria from the American Association of State Highway Transportation Officials (AASHTO)-A Policy on Geometric Design of Highways and Streets(6"' Ed.), decision sight distance on level terrain for a design speed of 55 mph and avoidance maneuvers on suburban roads is 980'. In addition, intersection sight distance for right turns from a stop on level terrain at a design speed of 55 mph is 530'.These distances in relation to Intersection 3 are shown in Exhibit S. Level terrain and no obstructions within these distances were observed. From this analysis it is determined that southbound drivers on SH 26 will have adequate decision sight distance to stop or maneuver the vehicle to avoid collisions with vehicles entering SH 26 from Intersection 3. Drivers entering SH 26 will also have satisfactory intersection sight distance to safely assess time gaps and enter SH 26. 181 Page %wIakeTrafficlrripactArtal w HL 1 1 �1 �� JARS &apm",7X March29,2019 Exhibit 5—Intersection 3 Decision and Intersection Sight Distance 536' 98W N 0 � z Intersection 3 / SH 26 ed_,.! � Driveway 1 Decision Sight Distance I1 Intersection Sight Distance Conclusion The traffic impact analysis identified three intersections that are expected to see significant delay increases as a result of traffic generated by the proposed development, Intersections 4, 7, and 8.To address the increased volumes and delays at Intersection 4,flashing yellow arrow left turns on the east and west approaches were considered in addition to an additional westbound through lane, split, and offset modifications. From Synchro analysis, it was determined that these measures would improve operations and return the intersection to the LOS in the Background scenario without the proposed development. At Intersections 7 and 8, additional delays were able to be mitigated with minor adjustments to the split times on all the intersection approaches for the AM and PM periods. In addition,field observations during data collection showed that even during the peak hours,the traffic signals at these Intersections handled current traffic volumes easily.The proposed mitigation split and offset adjustments would only be expected to further improve traffic operations. Overall, the traffic effects from the proposed development are not anticipated to significantly disrupt operations at the project intersections.The surrounding network of streets and thoroughfares is expected to adequately serve the proposed development. 191Page `. ff Grapevine 1} Mills Trail � { t Proposed l Grapevine ) Y t Hotel Mills Blvd Proposed f Apartments and Restaurants �w See Figure 2 . ., � ��;�� r. Bass Pro u Drive Bass Pro 9 r s_ Court WF e si N j 5 Fairwaya� • Drive frf f N.T.S. anoo n O z N ti 0(0) 5(5) 0(1)to 0(1)to +L 142(359) /^\ 5(04)� �� 20(38) 61(68)� 16(24) (�4 ) 27(15) 5(15) 1 L 1 92(131) 02 29(24)♦ 233(699) 31(104)♦ 31(104)♦ 36(68)♦ 10(113) 10(113)� �0(1) 244(404)0!� 21(18)7 �2(2) of t if j141 t f +141 j114it o a;' 10.0 G0 OHO O ING N ~ m W N kD cD n a •+�M l(p� 4� 446 011)� 24(82) 1(2)� +L 33(80) 361(799) ♦ 407(907) ♦ 221(983) 934(527)� ♦ 169(572) 69(91)� O 14(26)♦ O 320(642)♦ 387(198)♦ o 0(4) 255{417)oil 1(0) vS �N W V1 l0 ri v p1 ey M N d H UITT-AA-LARS Silverlake Traffic Impact Analysis Figure Number 5822 Cromo Drive EIite a5o exas79912 Existing Turning Movement Counts(1 of 2) 1 915.50339 Firm No.F-761 .—huitt-zollars.com ORDINANCE NO. 2019-037 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS, ISSUING CONDITIONAL USE PERMIT CU19-16 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU17-05 (ORDINANCE NO. 2017-23) FOR A MASTER SITE DEVELOPMENT PLAN, SPECIFICALLY TO ALLOW FOR A MULTI-BRAND HOTEL COMPLEX (RENAISSANCE, ELEMENT, AND A.C. HOTEL) WITH ON- PREMISE ALCOHOLIC BEVERAGE SALES (BEER, WINE, AND MIXED BEVERAGES), OUTDOOR DINING, OUTDOOR SPEAKERS, MINOR SITE PLAN AND ELEVATION CHANGES TO THE PREVIOUSLY APPROVED HILTON GARDEN INN, AND MINOR SITE PLAN AND ELEVATION CHANGES TO THE PREVIOUSLY APPROVED OFFICE BUILDING FOR LOTS 1 AND 2, BLOCK 1 , SILVER LAKE CROSSINGS, (2200 AND 2225 BASS PRO COURT) AND LOT 1A3, BLOCK 1, THE BLUFFS AT GRAPEVINE (1785 STATE HIGHWAY 26) IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; 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 otherthings 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 Ordinance No. 2019-037 2 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, an 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 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 CU19-16 to amend the previously site plan of CU17-05 (Ordinance No. 2017-23) for a master site development plan specifically to allow for a multi-brand hotel complex (Renaissance, Element, and A.C. Hotel) with on- premise alcoholic beverage sales (beer, wine, and mixed beverages), outdoor dining and outdoor speakers, minor site plan and elevation changes to the previously approved Hilton Garden Inn, and minor site plan and elevation changes to the previously approved office building in a district zoned "CC" Community Commercial District within the following described property: Lots 1 and 2, Block 1, Silver Lake Crossings, (2200 and 2225 Bass Pro Court) and Lot 1A3, Block 1, The Bluffs at Grapevine (1785 State Highway 26) 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 Ordinance No. 2019-037 3 public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 18th day of June, 2019. APPROVED: William D. Tate Mayor ATTEST: Tara Brooks City Secretary Ordinance No. 2019-037 4 APPROVED AS TO FORM: City Attorney Ordinance No. 2019-037 5 KE R SILVE LA C Oc' INCi MULTI-BRAND HOTEL, HOTEL EXPANSION, OFFICE BUILDING SHEET INDEX P SUBMITTAL SHEET NO. SHEET TITLE 1 COVER 2 MASTER SITE DEVELOPMENT PLAN GRAPEVINE, TEXAS 3 OVERALL SITE DATA SHEET 4 MASTER SITE SIGNAGF,PLAN MULTI-BRAND HOTEL 5 SITE PLAN a J U N E 2019 6 MULTIBRAND HOTEL LANDSCAPE PLAN 7 FLOOR PLAN 01 8 FLOOR PLAN 02 Tl 9 FLOOR PLAN 03 z GRAPEVIN& 10 FLOOR PLAN 04 �d 11 FLOOR PLAN OS w 12 FLOOR PLAN 06 r ROJECT SITE 13 ELEVATION 01 T E X A 14 ELEVATION 02 15 ELEVATION 03 16 ELEVATION04 q 17 ELEVATION 05 2 BASS PR o I E 18 ELEVATION 06 tib U HOTEL EXPANSION 19 SITE PLAN r� 20 LANDSCAPE PLAN \3 21 OFFSITE TREE SURVEY ZO 22 OFFSITE TREE LIST y 23 FLOOR PLAN 01 24 FLOOR PLAN 02 w 25 ELEVATION 01 26 ELEVATION,02 NORTH 27 ELEVATION 03 a 28 VICINITY MAP OFFICE BUILDING x NTS 29 SITE PLAN °z 30 OFFICE LANDSCAPE PLAN 02 31 PEDESTRIAN PATH LANDSCAPING a? 32 OFFICE LANDSCAPE DETAILS Newcrestrinw 33 ELEVATION CASE NINE SILVER LAKE CR0.mNG5 V' CASE NUMBER:CO=_ •y LOCATION: ,�1•�iurm.:�rta vaa amain' P Go Go C MAYOR SECRETARY (y✓ u NOT FOR�CONSTRUCTION QATC' t� DEVELOPER If OWNER: P MNING AND ZONING COMMISSION a NEWCREST IMAGE CIVIL ENGINEER SURVEYOR: -y�PCE•OF cHA RMAN w 700 STATE HIGHWAY 121 BYPASS,SUITE 175 i i��� 00 DATE, j}—ij i KIMBERLY R COLE i a LEWISVILLE,TX 75067 I i SHEET:�of 33 10529E ¢+i PHONE:(214)7444650 Hine-zonore,I— Engineering/a nae n ZOLLARS IIt,�'•.a o:'�;• f+Py.'..CENSE � MPROVAL DOES NOT AUTHORIZE ANY WORK FAX:(2[4)988-9006 500 W.7th St. Ste.300 FOL Worth,Te os 76102 111`'p�`��nV IN CONFLICTORDINANCES.WIN ANY CODES OR CONTACT:MEHUL PATEL Phone(817)335-3000 Fox(817)335-1025 Huftt-Z i'Inc EMAIL:Mehul.Patel@Newcrestlmage.com Fvm Regis ra:bn No.F-761 0 CONTACT:KIMBERLY R.COLE,P.E. DEPARTMENT OF DEVELOPMENT SERVICES y U Z_ K Q J f f, \ VVV \ f I�T� / / r r / / i ^ - ' THE BLUFFS AT GRAPEVINE LOT 2-R, BLOCK 1 PLAN PENDINGit fI. 'J//r EXISTING �%.� �.�,� TEMPORARY SITE CONSTRUCTION PARKING OAIZAG£ / e LAKE .-,�_ / SCALE. 1'= 100' t'j i of s. t , 1 ! 1 MUL77-FAMILY / II EXISTING ZONING: CC i+/ THE BLUFFS AT GRAPEVINE LOT 1A1, BLOCK 1 OWNER: DFW HILTON OFFICE NOTES: r / (10.574 AC ADDITION EXISTING ZONING: CC 1. ALL DOWNSTREAM DRAINAGE ISSUES MUST BE RESOLVED ?. f 460,599 SO. FT. ( PRIOR TO ANY OF THE PROPERTIES BEING DEVELOPED. ( ) / 1 LOT BLUFFS BLOCKGRAPEI?NE -""-- _ -- a, 2. CONDITIONAL USE REQUEST CU19-16 IS A REQUEST TO OUTDOOR (2.997 AC) -� s .AMEND THE PREVIOUSLY APPROVED SITE PLAN OF - r--}"'_ '---� (130,564 SQ. FT.) _�� CU17-05 ORD NO 1T 23 FOR A MASTER SITE / .�• EXISTING ZONING: CC FUTURE SETTLERS PARK / - _ POOL ,_. ~y ( ) SILVER LAKE # CONCEPT ONLY" / + �- `- -""- - _ "� r ,w DEVELOPMENT PLAN SPECIFICALLY TO ALLOW FOR A `•r ! CROSSINGS ADDITION / _ f _ _`- - - _ MULTI-BRAND HpTE1 COMPLEX(RENAISSANCE, ELEMENT. OWNER: _s / LOT 3, BLOCK 1 t„s' a� r------ ^- r- -- --- - I '—.Tj AND AC HOTEL) WITH ON-PREMISE ALCOHOL BEVERAGE /!EVERGREEN}„ (14.25 AC) ._„ 1 =. L... _. — i •— _ SALES(BEER WINE,AND MIXED BEVERAGES), DU7000R +.f1 ALLIANCE (615,135.16 SQ. FT.) Ij'`: - I r / DINING AND.OUTDOOR SPEAKERS, MINOR SITE.PLAN AND EXIS77NG ZONING: CC GOLF' �•� ,� i+ ELEVATION CHANGES TO THE PREVIOUSLY APPROVED AILTON SILVER LAKE 4 \ - `� -'./ - 4 f OARDEN INN, AND MINOR SITE PLAN AND ELEVATION CROSSINGS ADDITION " � ,_��' CHANGES TO THE PREVIOUSLY APPROVED OFFICE BUILDING. LOT 2, BLOCK f ' (7.28 AC) '- v; / ,COURTYARD ;z (322,649.22 SQ. FT.) �. EXISTING fr / MULTI FAMILY /. SIGN PARKING = SO�- `OFftCE , CARAGE i 1 BLDG l (4-:LEVELS), i�{ �•_ NOT FOR CONSTRUCTION x Ex. .. �..�..........._..:.....�,s RENAISSANCE/AC/ELEMENT ? � �, COURTYARDPARKING / j� 2S 1 tifUL7f BRANd v f F;a �� 0 50 100 zoo i I 1 .Xf HOTEL — I /. :,i /f hASAOnnt k1. GARAGE SCALE: 1" = 100' N"iu zdl r e. I�_ _ - Firtn Re t t tbn No.F-761 REVISIONS .I NO. DESCRIPTION DATE BY '._ -. -- s-`�'- __ 1 FPp / "t f �.�4 06/03/19 M �\ � CUP SUBMITTAL GOLF CART - PROPOSED CONNECTION CONNECTION I - G'" 3--- ---EXISTING ZONING: CC - EXI� r--t -., # \ _ r� !/ O PUBLIC TRAIL SYSTEM SILVER LAKE LING SlC1,.. .,,��I `-� \ \ ' y WITH 52.5'PEDESTRIAN CUP SUBMITTAL z r ':5 CROSSINGS ADDITION ACCESS EASEMENT DO LOT 1-R, BLOCK 1 �1 ... EXISTING ` �- I ,r'/� / CASE NAME:-R wrz cRasvNes `•''•r 9.506 AC tl MULTI-FAMILY .4. ```tih�! \ I f � 1 CASE NUusER:W GRAPEVINE, CROSSINGS a ( ) 3 _ a SIGN �' \ \ \/ / / / LOCATION:&-�..e,no«r=� 5u SILVEGRAPEVINE.TEXAS G v SO._. - /t- \ CONCEPT ONLY ' EXISTING ZONING: CC ! --. EXISTING DUAL-BRAND HOTEL 15'PEDESTRIAN V `.�v \�� A\ "'�� � �'� �' � - + ,THE BLUFFS AT GRAPEVINE MAYOR SECRETARY z ( I ' ACCESS EASEMENT \ y j/' LOT fA2, BLOCK 1 - r •I [ 1 I - _ '\ � }�e� \, \\ r EXrsTING (4.33 AC) DATE: MASTER SITE DEVELOPMENT PLAN p a CONCEPT ONLY \ .Q \ � GRAP N r e D SQ. FT') PLANNING AID ZONING COMMISSION CJ \ �;,, o �-.. \. PUBLIC4T VL V .L € EXISTING ZONING: CC \ \ _ /F Y s t• 'i S m I j - ..__�� NILTON GARDEN INN THE BLUFFS AT '\\ ��yf-''�! l j ! j 188 563. HOTEL EXPANSION GRAPEVINE CHAIRMAN ---- t ( ) ,� I--�t�ITh LOT 2-R, BLOCK 1 -�\ 1 V DATE: �.r w m F' I. 1 / T '�,._ -'-�--"--*__ ®I 2.771 AC 15 l., t SHEET: 2 OF 33 N rs 7 1 (120,695.77 SQ. FT.) } �i;., Huilt-2ollors,Inc F-gineering/Architecture co _ l, \\ i I 500 W.7th SL Ste.300 Fort Worth,Texas 76102 ?' I /// 4 �J \_ .._.__ _....-_ APPROVAL DOES NOT AUfNORIZE ANY WORK 3 __ iN CONFLICTORDINANCES.CODES OR .. Phone(Btl}335-3000 Fax(817)335-1025 t _O4L- r+c- _.._.= •� _ '_ .__ EXIS71�SIGN _...-__.._._ _..__.. DESIGNED. SCALE DATE SHEET OWNER: DFW AIRPORT - / e._ I I' / .; �;, DRAWN: cn _ ...........,_ __..__ DEPARTMENT OF OEVEIO?MENT SERv10E5 _.. CHECKED: AS SHOWN 06/03/2019 2 OF 33. U _Z Tn MULTI-BRAND HOTEL HOTEL EXPANSION OFFICE BUILDING CC J SILVER LAKE CROSSINGS MULTI-SRAND HOTEL SILVER LAKE CROSSINGS-HILTON GARDEN INN 150 RM EKPANSION SILVER LANE CROSSINGS 01 O SILVER LAKE CROSSINGS ADDITION LOT 2,BLOCK i SILVER LAKE CROSSINGS ADDITION LOT i-R BLOCK 1 THEBUUFFS AT GRAPEVINE LOT IM,BLOCK 1 PROPOSED LAND USE HOTEL PROPOSED LAND USE HOTEL PROPOSED LAND USE:OFACE EXISTING ZONING:COMMUNITY COMMERCIAL(CC) EXISTING ZONING PLANNED COMMERCIAL CENTER(PCC) EXISTING ZONING COMMUMTYCOMMERCIAL = PROPOSED ZONING COMMERCIAL.CENTER.WI PD OVERLAY PROPOSED ZONING POC W/RD OVERLAY" MASTER SITE OEiaOPMENT SITEDATA SF AC SITE DATA SITE DATA SF AC _ SF AC LOTAREA M55490 2.997 LOT AREA 322.64922 7407 LOT AREA 414,07708 9.506 -' PROVIDED REQUIRED M14N HOTEL BUILDING HEIGHT(FT) 112'-0" 50'-0" PROVI� REQUIRED BUILDING HEIGHT(FI) 72'-6' 50'-0" PARKING GARAGE BUILDING HEIGHT(FT, 60'-0" 50'-0" IXISTINGODURTYARD MARRIOTT/ PROVIDED REQUIRED TOWNEPLACESUITES HOTEL PROVIDED REQUIRED TOTAL OPEN SPACE ISE) 98,800,01 98,794.77 BUILDING HEIGHT(FT) 69'-6" 50'-0" TOTAL OPEN SPACE(SF) 3064590 39"69.2c (30%Min.Required) 30.6% 300% HILTON GARDEN INN (30%W,R-i-I) 23.5% 300% TOTAL IMPERVIOUS AREA(SF) 223,840.21 258,119.38 BUILDING HEIGHT(FT) 76-T 50'-0' TOTAL IMPERVIOUS AREA(SF) ,9.91910 104,45120 EXISTING COURTYARD (Not to E-o 80%) 76 5 A 80.0'% (NN to AReed 80%) 64DO BOLO% FIRST FLOOR FOOTPRINT 21128 78338.40 PARKING GARAGE FIR$ifLOOR FOOTPRINT 30,400.00 - NEPLAOTTI TOW NE PLACE SUITES HILT ON GARDEN INN FLOOR AHEeRATIO, 162% -- BUILDINGFIRSTFLOORFOOTPRINT 67,130.00 FLOOR PRf.A RATIO(BUILDiNGhOT SIZE) 0.162:1 - TOTAL FIRST FLOOR FOOTPRINT 97,530.00 193,589.53 HOTEL 152 RM EXPANSION TOTAL GROSS BUILDING AREA(SF) 82,450 Mot to Eseed 60%) 302% 600% PROVIDED PROVIDED TOTAL REQUIRED TOTAL NET BUILDING AREA(SF) 70?39 TOTAL OPEN SPACE(SF) - 1230.5%38 124,223i. F RLDINGS D FT)S ___ TOTAL BUILDING AREA(SF) 444,143 NIA (30%Mn.Required) 30S% 30%min FRONTVNRO(FT) 25 25 FLOOR AREA RATIO(BUILDINGILOT SIZE) 0302:1 - TOTAL IMPERVIOUS AREA(SF) 287,629.70 331,261.66 SIDE YARD(2)FT) 20 20 TOTAL PARKING GARAGE AREA(SF) 182AGO NIA NUMBER OF GUESTROO S 556 (Not b FLOOR FOOTPRINT - - 8..5% 80%mez PEAR ARKINGYARD(Fn 30 30 FIRST FLOOR FOOTPRINT 59,916 26,239 86,755 248,4aS 25 PARKING GUESTROOMS(SF)MIN. 380 380 (Not to E-ed 60%) 14.5% 6.3% 20.8% 60% SURFACE PARKING 16, 239" MEETING/CONFERENCE(SF) 20A25 10,000 FLOOR AREARATIO(BUILDING/LOT SIZE) 0,145'1 04063;1 0.208:1 (1 SPACE 1300 SF NET) RESTAURANT AREA(SF) 3,545 1 PLUS5 (Full SeM(,e Kitchen Required) TOTAL BUILDINGESTRO MS 225.511 10152 333,990 TOTAL PARKING 181 RESTAURANTSEATS 185 NUMBER OF S(SF)MIN, 380 380 452 300 80 SWIMMING POOL(SF) tOQO 1.000 GUESTROOMS(SF)MIN, 360 380 - 380 LOT tIO OFF-SITE THE BLUFFS(FUTGRAPEViNE Bt11LO1FKiSEf13ACK5 MEETINGICONFERENCE(BE) 10,000 4-,105 14,105 lo,00D ADDITION TO AME AMEND 58 RESTAURANT AREA(SF) 2,506 2.451 4,957 1 'RPRRKNNG RE AMEND PREVIOUSLY APPROVED PC PER 00SP LAKEBULDINCROSSINGS A DIRGES FRONTYARD(FT) 25 25 RESTAURANTSEATS 100 25 125 - PARKING REQUIRED AT SPACES.PLUS ISPACE PER 3003E NET BULfXNG AREA SIDE YARD-EACH SIDE(FT) 20 20 SWWANG POOL(SF) IA00 1.000 1,000 "'PARKMGFORTHENEWSTRUCTURE WILL REQUIRE 239 SPACES:THEAPPLICANT WILL PROVIDE REAR YARD(FT) 25 25 BUILDINGSETSACKS 181 PARKING SPACES 0N SREWfFH THESTIPULATIONTHAT 17,439 SFOFORRCESTRUCTURE PARKINGW ILL RETRAIN U NOCCUPlf9)UNTIL SUCH TIME THAT THE ADJACENT LOT W EST(LOT 1A2,BLOCKI) FRONTYARD 25' 25' 25, IS DEVELOPED.THE APPLICANT PROPOSES THAT 58 SPACES ON THIS ADJACENT LOT WILL BE GUESTROOMSPACES 556 834 SIDE YARD(2) 20, 29 20' SHARED WITH THEOFICE STRUCTURE (SPACE IRMI (1/RM) I (1,5/RM) REAR YARD 25' 25' 25' CONFERENCE SPACE(SF) PAF49W (NO ADDITIONAL REQ'D) GUESTROOMSPACES 300 152 452 678 RESTAURANT SEATING SPACES 62 62 (SPACE/RM) (1/RM) (1181A (VIRM) (1 bIRNq (SPACE/SEATS) (ISPACE/3SFATS) (t$PACE/38EATS) CONFERENCE SPACE(SF) PARKING TOTAL REQUIRED FOR O"rTE HOTEL fits' 896 (NOADDITIONALREO'D) ADDITIONAL SPACES REQUIRED FROM LOT i-R BLOCK RESTAURANT SEATING SPACES 34 6 42 42 1 SILVER LAKE CROSSINGS ADDITION ISO ISO (SPACE/SEATS) (t SPACE 13 SEATS (1 SPACE 73 SEATS) (1 SPACE/3 SEATS) TOTAL PARKING REQUIRED 768 1046 TOTAL PARKING 494" 720 SURFACE PARKING(#OF SPACES) 41 TOTAL ON-SITE PARKING 344 PARKING GARAGE(#OF SPACES) 727 LOT2-R,BLOCK 1 THE 13LUFFS AT GRAPEVINE OFF-SITE PARKING(TEMP) TOTAL PARKNNG PROVIDED 768 135 PARKING REQUIRED AT 1 SPACE PER.GIESTROOM REDUCTION LOT 2,BLOCK i SIVER LAKE CROSSING II ADDITION,ADDITIONAL PARKING REWIRED IN CARPl`'E 150 'INTENbED TOAMEND PREVIOUSLY APP-1CC FOR 150 ROOM HOTEL EXPANSION PAPoONG REQIARED AT 1 SPACE PER G)ESTRGOM REDUCTION OVERALL SITE DEVELOPMENT SILVER LAKE CROSSINGS PLANNED COMMERCIAL CENTER OVERALL SITE LOTAREA SF AC TS EXISTING COURTYARD MARRIOTT L TOW NEPLACE SLATES HOTEL HILTON GARDEN BM HOTEL EXPANSION NOT FOR CONSTRUCTION SILVER LAKE CROSSINGS ADDITION LOT I-R,BLOCK 414,077.08 5.506 MULTp BRAND HOTEL <PS�"OF"YF+T1T SILVER LAKE CROSSINGS II ADDITION LOT I,BLOCK I 322,649.22 7,407 i KIMBERLY i ................ R.��COLLE e SILVER LAKE CROSSINGS OFRCF3 �.»K.««.............."« h THE BLURTS AT GRAPEVINE LOT IA3,BLOCK I 130,564.00 2.997 EXISTINGSILVERLAKE CROSSINGS MULTI-FAMLLYDEVELOPMENi RRIk,`ONaI` :I, ;d THE BLUFFS AT GRAPEVINE LOT I AT,BLOCK 460,599.191 10.51 H.11A-zero"In cn,E Re9W.tlon No.eF-761 EXISTING i COURTYARD I EX)STINGSILVER REVISIONS i MARRIOTT/ SILVER LAKE LAKE CROSSINGS NO. DESCRIPTION DATE BY TOWNEPLACE H0.TON GARDEN 88N CROSSINGS MULTFFAMILY - 1 CUP SUBMITTAL 6/03/19 _ SUITES HOTEL 160 RM EXPANSION MULTFBWD HOTEL OFFICES DEVELOPMENT - -I PROVIDED PROVIDED PROVIDED PROVIDED PROVIDED ON-SRETOTAL 112'-0"(MAIN HOTEL) 70'-0"(4 STORIES) BUILDING HEIGHT(FT) 69'-6" 76'3` 60'-0"(PARKING GARAGE) 72'-0" 55'-0"(3 STORIES) a TOTAL OPEN SPACE(SF) 126.447.38 98,809G1 30,645.90 18i 456.00 a37,36829 TOTAL IMPERVIOUS 287,629.70 223,84021 99,918.10 279.143.19 890,531.20 S TOTAL FIRST FLOOR FOOTPRINT 59,916 26.239 97;530.00 21,128 160,231 183,685 CUP SUBMITTAL m FLOOR AREA RATIO(BVILDING'LOT SIZE) 0208.1 0.302:1 0.162:1 0.348:1 1420:1 SILVERLAKE CROSSINGS co S 444143(MWN HOTEL) CASE NAME:SILVER LAKE CFOS91NC5 CASE NUMBER__- TOTAL BUILDING AREA(SF) 225,571 106479 182400(PARKING GARAGE) 70,239 472,164 878,393 LOCARON: Em t w..v:em., s.rn u ow.aw GRAPEVINE,TEXAS NUMBER OFGUESTROOMS 300 152 550 - - 1,002 ��i" I'nat�vx --''-""- N NUMBER OF RESTAURANT SEATS 100 25 185 310 f/0 CJ Gl1ESTROOMS USER h9N. 380 380 380 MAYOR SECRETARY 2 MEETINGICONFERENCE(SF) 10.000 4,105 20.425 - 34,530 N RESTAURANT AREA(SF) 2,506 2,451 3,545 Bsoz DATE. OVERALL SITE DATA SHEET o 'o SVAMNUNG POOL tSFl 1,000 1.000 - 2,000 w j NUMBER OF DWELLING UNITS 371 PLANNING AND ZONING COMMISSION 1U TOTAL PARONGPROV®ED 1 344. 764 1 18, 1597 1 1,886 PAWONGPROVIDED: DATE: CWNRMAN T iLJI� /( ,S �T� L�LJ HOTELS-1 SPACE PER GUEST ROOM B I SPACE FOR EVERY 3 RESTAURANTSEATS if^!, L/�.�\.J/L 111,,-(j\1t\Jl m OFACE-i SPACE PER 30050.FT.OF NET SQ.FT. J MULTI-FAMILY-1.6 SPACES PER DWELLING UNIT SHEET: 3 OF 33 Huitt-Zoilars,Inc. Engineering/Architecture U) 500 W.7th St. Ste.300 Fort Worth,Texas 76102 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR Phone(817)335-3000 Faz(817)335-1026 ORDINANCES. t+3 o DESIGNED: SCALE DATE SHEET' DEPARTMENT OF DEVELCPMEHT SERVICES CHECKED- AS SHOWN 06/03/2019 .3 OF 33 U 6 Fe a K ``'�' ,-sn�a anwlaa enedc,graCa `.. <" '. •,.. 'ryi N .-h tVE7 3M SCOtL:ICdI Of .512 Opa4 FJ Cartlirial etl / ! _ R 25S ............ aM b t l:fr3ca avn.d tedur g'a'a eFs vv • � �--, / _ m d 11r.4k;Gta rlaa Y h—Mal'hewsauVr. Pamlea k�maem(Pzr 1ffi�aMs sa�ir J=a•coat aVV68c1 •' 1� / 71'>e � c�= - F Fabrical tlets 150660: , / s ! 1 / ie EXTERIOR. _ ! I / ! � / Y RY b math Nrr 3M S:alchCril .. a ! ,yam 1If d �f %"•�� A\\ll� - v EXISTING LAKE - ' �\ 17 f li #� ! '•�ram- 2:' . Ll t p F _ j% / _ NOTES: ` ,- •*, % '�` - 1. ALL SfGNA E SHALL MEET THE CITY OF GRAPEVINE SIGN 2. PROPOSED DIRECTIONAL SIGN. SEE DETAIL ABOVE FOR 1-y � (\� __ — - ! DESIGN INTENT OF SIGN ! III .> EXISTING -NOTE 2 c MUCn-FAMILY c 1 � f rf i:/ - ✓ rill' SIGN ..� NOT FOR CONSTRUCTION 6 ' PROPOSEDOFF l �111 1 ! ti 1 I j ♦A '\ SIGN i II I _- - ._.,..—t_ I 'I - �. / �• .A` l' S/ON I KIMBERLY R 40LE� i f J t � a 1 ��o• H�tt�z fan,mc. SCALE: i" = 100' I Firm Reg stratbn No F781 NOTE 2 q f1 f i 1 •/ �^� . DATE BY_ t f t _ I .. _ 1_., �! f Q,.. N1 CUP SUBMITTAL SC 06103LI 9' I / AAr t, 1« RIPTION _ I�.._.._7-U.._ NOTE -, I � _. EX1., G SKIN ::. .\, .C/ > ! y SUBMITTAL g TY_^ ` FTM j{ r CASE NAMES VER tl CROSS NGS h( I .` ,� f! £xrsnrrc �, >� ` � / ./ CASE NUMBER:.—_ SILVERLA E CROSSINGS ( a l "�q� MiJLn FAMILY \, \ " n ,, I C i 3\: ``-k__-• I.. r.....- SIGN - \ / i' No ,-..x.a ekox ua wm.w U\\` �4 \\ e j LOCH ION w . A GRAPEVINE,TEXAS 1 — 1^ I �F•�;tR�-9:•-'1. I \\ `P 'A\ \ / J r/ °a MAYOR• SECRETARY �7 ! DATE: MASTER SITE SIGNAGE PLAN I utm:Nc am ZONING COMMISSION U } Y f. Y 'y�. I \ `�` I CHNRMAN ++444?77III111 , / [ — _ __.c \ a, r-` q.ff .........�... -,..., ,' ® I 15• �' s SHEET. 4 OF 33 DATE: 1 1�� ~ LLj R t 1 . ` -.i lil Huftt-Zollars Inc Engin eying/Architac•ure c/3 0 Fort ! p _ APPROVA DOES N AUTHORIZE ANY WORK 500 W 71h St. Ste WOrfh,Texas Bt O2 N 1 ( ! - ,„,_ I U W Y CODES OR Phone(317)335 3000� 1t Fax(617)33571025 ! —-- ,T� ---- DRDINANCEs. ! l i ._ •�•• ..• :. � D,._ e- .ML•• -_--T, TING SIGN ___... __- _. _._._.. ....._.... DESIGNED: SCALE DATE SHEET { �f -- �. DEPARTMENT OF DEW LOPMEM SERVICES CCHECKED: AS St+OWN O6/03/2019 4 OF 33 LEGEND- z SILVER LAKE CROSSINGS MULTI-BRAND HOTEL PROPERTY LINE (ri SILVER LA1a=CROSSING ADORIDN LOT 2,BLOQ(4 {'��' / + Or PROPOSED LAND Use,IOTEL VEHICULAR FLOW/ - •'� E)(LsnNGrowNccoMMls+nrcoMMERCIa.(ce) FIRE LANE —' PROPOSED ZONING COMMERCIAL CENTER W/PD OVERLAY % / % 0 SREDATA ' t - i / / ' 0 PROPOSED BUILDING N SF AC / LOT AREA 322,84922 7.407 j•J( / A J // 2 NWN HOTEL BUILDING HEiGHT(FT) 112'-0" 50'-0' NOTES: PARKING GARAGE BUILDING HEIGHT(FT) 60'-0' PROVIOm REQUIRED - TOTAL OPEN SPACE(SF) 1 98800.01 96,7B4.77 i / / % / j/ 1. OWNER IS REQUESTING VARIANCE TO HEIGHT RESTRICTION TO ALLOW (30%W.Required) 3Ds% 30.0% / FOR A MAXIMUM HEIGHT OF 114 FEET. REFER TO SHEET 3 FOR TOTAL IMPERVIOUSAREA(SF) 211.1521 258,1 t9.36 f _ / / ' DETAILED EXPLANATION. (Not to E—m 80%) 69.4% 80,01y. / r PARKING GARAGE FIRST FLOOR FOOTPRINT 30 W00 / % //" 2. OWNER IS REQUESTING VARIANCE TO OFF—STREET PARKING BUILDING FIRST FLOOR FOOTPRINT 67130.00 - �-'� / -/ / / REQUIREMENT TO ALLOW FORA RATIO LA 1 SPACE PER GUESTROOM. TOTAL FIRST FLOOR FOOTPRINT 97530.00 193.58953 �� / CITY-0F GRAPEVINE �'- % '/ %� REFER TO SHEET 3 FOR DETAILED EXPLANATION. (Natm Exwad 60%) _ 30.2% 60.0% 100-1R FLOOD EASEMENT TOTAL BUILDING AREA(SF, 444;143 NIA FLOOR AREA RATIO(BUILDIN for SIZE) 0.302.1 i/� / / /; J. CURRENT ZONING CC"COMMUNITY COMMERCIAL: CURRENT USE: / VACANT,- PROPOSED ZONING: PART OF PLANNED COMMUNITY CENTER, 'OTAl PARKING GARAGE AREA(SF,I 102,400 WA / / / ,;/ / / - / ' NUM3ER OF GUESTROOMS 556 - / / PROPOSED USE: HOTEL WITH RESTAURANT AND CONFERENCE SPACE GUESWCuAC(SF)MIN. 380 380 / / 1 �/EXISTING LAKE MEFTINC'CO FERENGE(SF) 20.425 10,000 /'' ' ,WSE- SOT 10 / j / ' 4• ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW RESTAURANTAREA(SF) 3.64E f _ f / / //; / / CONSTRUCTION SHALL BE LOCATED UNDERGROUND. (FuN Semm Kitchen Required) r / / / / / '// RESTAURANT SEATS 185 - _ J i / :° / /�! 5. ALL TRANSFORMERS SHALL BE SCREENED PER CITY REQUIREMENTS. SVMMANGPOOL(SF) 1,00o 1.000 / BUILdrvcSErBACKS 6. PLANNED DEVELOPMENT OVERLAY PDXX-XX IS A REQUEST TO DEVLATE FRONT YARD(FT) 25 25 f / % / / // / FROM BUT NOT BE LIMITED TO A REDUCTION IN THE AMOUNT OF SIDE YARD-E.ACH SIDE(FT) zo 20 �/ / -/ / ,�/ ' „ / Z/,/ /�� ,� PARKING PROVIDED BELOW THAT REQUIRED BY ORDINANCE REAR YARD FO 25 25 PARKING \ / //+ / - ' // 7. THE ENTIRE SITE IS THE PREMISE. GUESTROOMSPACES 556 834 (SPACEtRhQ (IRM19 (1.5iFh1J / \ `"✓ / S. ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL CONFERENCE SPACE(BE) - / �-— _ /`/-' - ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION (NO ADDITIONAL RED])) VILLA �` _� •' F RESTAURANTSEATING SPACES 62 62 9. �, f , (SPACEISEATS) (I SPACE/3 SEATS) (i SPACE 13 SEATS) 2-STORY 1 ` .///�.. // MAXIMUM SIZE FOR SIGNAGE IS 60 SF WITH A NIGHT NO GREATER PARKINGTOTAL REQUIRED FOR ONSITE HOTEL 81e• 896 / / ` /,� THAN 6 FEET. ALL SIGNS SHALL BE 15'SETBACK FROM ALL ADDITIONAL AtT10NAL SPACE REQUIRED FROM LOT i-R BLOB( PROPERTY LINES. / .� / 1SRVERLAKECROSSINGADDITION 150 150TOTAL .-.- . 10. HOTEL SIGNAGE ON WALL. REFER TO ARCH FOR SIGNAGE DETAILS. SURFACE PARK NG(#OREQUIREO T88 104E \ / //- PAR PARKING PN OE((OF SPPCEES) 41 VILLA PARKING GPRAOE(4OF SPbctR) nT 2-STORY J/\ .� //, 17. CONFERENCE CENTER SIGNAGE REFER TO ARCH FOR SIGNAGE DETAILS. TOTAL PARKINGPROVIDED 1 Tea 12. OWNER UNDERSTANDS THAT ALL DOWNSTREAM DRAINAGE ISSUES MUST PARKING REQUIREDAT7SPACE PER GUESTRDOM R®lICT10N \ 1 f „I,Y // // BE RESOLVED PRIOR TO ANY OF THE.PROPERTIES BEING DEVELOPED. 13. SITE WILL COMPLY WITH ALL FAA HEIGHT GUIDELINES. 14. REFER TO SHEET 3 FOR SITE DATA TABLE FUTURE SETTLERS PARK pI7/ CONCEPT ONLY` f % / - 4- REMOVABLE LOT SILVER LAKE CROSSINGS ADDITION FIRE HYDRANT - �+ 8`w f l r LOT 3, BLOCK 1 D `-'�: � - - � / f 2fif( m9 N \ BOLLARDS 70'MAX HT. MODULAR _ BLOCK RETAINING WALLt / OWNERMDEVELOPER: 9'MAX'FiT. MODULAR / o - DUMPSTER/ 30• SIDEWALK CONNECTION TO ` SUPREME BRIGHT GRAPEVINE.Ell, LLC ¢LOCK RETAINING WALL / COMPACTOR IN LOADING. _-"� �' SETTLERS PARK WITH I 1135IRVIN I TEXAS PARKWAY, 5Q6 AY, SUITE 150 / J`� TRUCK DOCK PEDESTRIAN ACCESS EASEMENT /f`f� DOCK � -%� REMOVABLE / `CONTROLLED BOLLARDS _ 1 PEON(: )14 -3724 50 :ACCESS PER RA HOTEL WITH RESTAURANT& __ .�� __ FAX:ACT: 260-3 PAT _ ses'sT•3s t CONTACT: M£HUL PATEL ?ay EMAIL: mehul®nchi.net " 24 CONFERENCE SPACE _ ZONING: CC"COMMUNITY I - COMMERC/AL - w \ NOT FOR CONSTRUCTION q 3 SILVER LAKE CROSSINGS jj� -v — — — — ! 1,2 — \ 0' ADDITION N S PEDESTR N -�/- $ 126' - LOT 2, BLOCK 1 R� Rom) �j© _ FASEME'T PSE oFYTFXR FIRE HYDRANT 10'LANDSCAPE �.j. E lV O� LP i a BUFFER `-- r___ __ } VARIABLE WIDTH 24, - - .:T I Il�.• W5298 ,r' ACCESS EASEMENT P SANITARY 0 20 40 80 ff°�•<10EN5E° <'�' G 1,000 SO. FT. FIRE N SEWER �hSSIa4Ai E`'�+t4{ti ROOFTOP POOL , - - -�' �- i I PUBLIC LIFT SCALE: ? = 40' Hu w me :STATION Fvm fte9 wt U No.F-761 20'SLOG SETBACK ...._. ' - ._ :....._.-...,. 584.3' ______ _ - _ REVISIONS _. *,F NEW MULTI-BRAND HOTEL NO, DESCRIPTION DATE BY ' & CONFERENCE CENTER ` 1 CUP SUBMITTAL 6/03/7 24'FIRE LANE _. - GROUND LEVEL FFE-5470 "-' F PARKING GARAGE LOWER LEVEL FFE-532.0 ) - - S _ J CUP SUBMITTAL ZD C" E NNAME,UMBER;Ct- c aossN� ®SIEVE RLAKE CROSS a � GRAPEVINE,TEXAS S ---_ _ - - c� - r NEW LIFT I w CD "nji 60.43' TA MAYOR SECRETARY Z a ~� Q� IENT�CE j MULTI—BRAND HOTEL /f a — y N -t / f/, DATE: SITE PLAN a < �� '-"' P�. PLANNING AND ZONING COMMISSION U N 1 h �r ...... -1 _ — 31.99 t .VARIABLE WIDTH PUBLIC - ...-..-"' --=- _ DATE / \ /I //��Rc\ > - - - --.- _ _ _ 77 _ _ Rom. ' °� HUI1T Z LLL ]l S ACCESS EASEMENT --_t. '? "k t ET 5 of-33 In Engineering/Areh tactura � C7 — f 500tW.a7th SL c.Ste.300 Fort Werth,Texae176102 ,..w-_ —...__ ._. i.. .._.. .__- .._.___ __ t— _.__ _ _ ``• SAPPROVAL DOES NOT AUTHORIZE ANY WORK � € IN CONFUCT MC�CODES OR Phone(817)335-3CAO Fax(817)335-1025 ORD DESIGNED: SCALE DATE .._SHEET_ o - I I $!EVER LAKE CROSSINGS AQOlT10 ' 6 -t . 1 c.x �_f I _i DRAWN: m -- '/"''-`-'p I• 1- _-_ LOT 1A, BLOCK 1 f - .. ) ..'O. -....1 I-- DEPARTMENT OF DEVELOPMENT SERVICES r a / ..H�CICED: SHOWN O6 03 2079 5 OF 33 U PLANT LEGEND Z INTERIOR TREE g f N H PERIMETER TREE � NON-VEHICULAR OPEN SPACE TREE i -- - _...___ INTERIOR LANDSCAPE AREA ' ' 0 FEATURE LANDSCAPE AREA I LANDSCAPE REQUIREMENTS �'� - � ;' � - -�- - ' -- �'-• -- PERIMETER LANDSCAPING: PARKING/VEHICULAR USE AREAS MUST BE SCREENED FROM ABUTTING - \ - - � ' - -.- •'-- - - - PROPERTIES AND/OR PUBLIC RIGHTS OF WAY -i 15' ABUTTMENT EASEMENT AT R.O.W. 10' ABUTiMENT EASEMENT 0 PL FROM ADJACENT PROPERTIES SITE PERIMETER: 2482 LF �.�'•' "l _•.�2\ TREE REQUIREMENTS FOR SITE PERIMETER: TREE PER EVERY 50 LF i .'.'.'....'..-.....\. _:' .. it - I REQUIRED: SO BEES i c .''.\ � �� I _ PROVIDED: 50 TREES _ ? 1• NON-VEHICULAR OPEN SPACE: 15% OF TOTAL SITE AREA DEVOTED TO FEATURE LANDSCAPING, 50% TO r v•' l BE PROVIDED IN FRONT YARD .. SITE AREA 297,766 S is j w W .W _.r W .W REQUIRED: 44,665 SF (15%) - PROVIDED 10 SF 7 - . , r TREE REQUIREMENTS FOR NON-VEHICULAR OPEN SPACE: (1) TREE PER 3000 SF OF NON-VEHICULAR OPEN SPACE -.. .. REQUIRED: 15 TREES \��JJJ `� f t ��I 1 t 1 PROVIDED: 24 TREES y x ,I „ s r',-',' 4 ,'.'. •-•:•�-�• �\ INTERIOR LANDSCAPE AREA: _ LANDSCAPE 10% OF THE GROSS PARKING AREA INCLUDING DRIVES, +' -.-� - -- �• (i PARKING AND SIDEWALKS , - s —s i SF S �ssl a 11\ GROSS PARKING AREA. 83,426 < \ r e 1:: REQUIRED: 8,343 SF (107.) PROVIDED: 17,218 SF (20.64%) TREE REQUIREMENTS FOR INTERIOR LANDSCAPE AREA: (1) TREE PER 400 SF OF INTERIOR LANDSCAPE AREA REQUIRED: 21 TREES s \ \ PROVIDED: 23 TREES Y REQUIRED/PROVIDED: PLANTER ISLANDS EVERY 12 SPACES AND AT THE S - TERMINUS OF ALL ROWS. ISLANDS MUST CONTAIN (1) TREE, & BE 9'X18' MINIMUM SIZE I NOT FOR CONSTRUCTION 'f { I r ti a g - 051372079 rF OF<E � t 0 20 SCALE: 1" 40 Hultt-Zollars,Inc.- o `)• I. h- __,::_ _ .—._— _.r-a.` _.. ._._.... t.____ __...n. ... ,, II t.. ...__ , : 2 Firm Registration REVISIONSNo.F-767 80 a .. ..,.-. NO. DESCRIPTION DATE BY m F _ - : DO i� DO I— y h 7� j. 1:' ,-. ._« #, ,;.'"*w.: s .` '':: C�, —�' ��?� ��k"�, - �r•-t--f'.,e<FS..�., ,� ; .�,v..=.`r--f--'�---.,'��; / � w 3 K•. — .,3", S � CD f / CUP SUBMITTAL Z l 1 > /� ' vEN�eRTRwECRosSNaS SILVERLAKE CROSSINGS I � � . - v xx CASE NUMBS I.. GRAPEVINE,TEXAS m LOGPON:Im BUJI AT R I THE BWTFS AT GRAPEVINE MAYOR SECRETARY Z MULTI—BRAND HOTEL co DATE: MULTIBRAND HOTEL LANDSCAPE PLAN Of PL NING AND ZONING COMMISSION U W Y DATE: CHAIRMAN 1 UITT //�* LA /� w J SHEET: 6 OF_ Huitl—Zollars.Inc. En Architecture r7 ginee ring/ 500 W.7th St. Ste.300 Fort Worth,Texas 76102 N APPROVAL DOES NOT AUTHORIZE ANY WORK (V IN CONFLICT WITH ANY CODES OR Phone(817)335-3000 Fox(817)335-1025 ORDINANCES. <''I DESIGNED: SCALE DATE SHEET DEPARTMENT OF DEVELOPMENT SEANCES DRAWN: AS SHOWN 03/04/2019 6 OF CHECKED: ............ 0 z Of J O N H H 2 M;M SERICE-PELF MG 4F ¢y tlL� C � � FYEJ9ERv�xsr_1 �� ........... r x �_ __ _ ca✓Eff:zr-wAcr: . C: C) i .... ��oN� � •7 � � -' , Oho 0 o O `) s'�tION�F� I _. 1 f I `�'. Rr-cElr,•G �.Deer Av-Lcrrl. J . I --- rAIN Lu.�arsourt.v: � (�I 3a.:eva, I t __... ._._--- - I I y� 1 I WrA �,d 'f ................. .___ R ziRKECOW00R I I ! EIEV ...._ �. _ I _ __................................... --\tt k/ 1 I S _ 1 '�0Q' 11--=� s.. I I I I 9 I —i - � I I � 1I 1 1 "ImPl —( I � 1 J = �T-iJ mecrer �4ma.EcI jJ ne 4e `er � I 5'�¢JP'SRN.'E CLRFIvOR 'n'n trs�u'.xax _I t NOT FOR CONSTRUCTION .. :: _:� D 9 I , I _ _ ._ �tl i� `z ri; DES RiP':0^! DATE BY NOt DESC_RIP1 _ DATE? BY1 g NO2 DESCRIP2 DATE2 BY2_ 1 5,AtiR55"4LL FAC5:UAT FROM ArY CD:TE NO3 DESCRIP3 DATES BY3 F— ri RESDENVAL ZCHWS DISTRICTS. N04 DESCRIP4 DATE4 BY4 ,y: w LOWER LEVEL IS FOR MEETING/CONFERENCE SPACE (9 ONLY. NO GUEST ROOMS WILL BE LOCATED ON THIS CUP SUBMITTAL z LEVEL. CASF N„Mu 1 x R> : SILVERLAKE CROSSINGS ¢; i.00ATICN:�Io u.ua�.*<uers u wlee GRAPEVINE,TEXAS m ct um ial i 1�m I.nsa w¢cMmm A',. SECRETAP.v LOWER LEVEL PLAN U) c TE: cn PLANNNC't D ZON'NC COMMISSION wltcHlr ccrs �U `(/'�`, RRR Y HU1T6�J��1�1 �W .TL seEEr.._7.._nr_33 J YDEiN Hwtt—Zoilom,Inc. Engineering/Architec^tore 500 W. 7th St. Ste.300 fort WoAh,TeKos 76102 AID='OVAL CJES NOT ALtIHORIZE ANY W(,PK N IN CriNFuc, '.1H ANY CODES fit Phone(817)335-3000 Fex(817)335-1025 M [LDf? E91:.NE.D: SCALE, SHEET DEPaF'mEN—OF C_:Eu;?MEMT _8;'ICE'_ : a; SHG`h'N 05%:)6j�.ity 7 OR 33r:.LCKED: ` IU Z vi J �,�.��.._.._..... _-..-.r�...-ems H oo O ®sa 13 Q I Kunz i jjff kL_J � ppqq ��-pp qqpp rm"I AG HOTEL DDW .. s `�� 11 L�4-f� pp pp �u yP M IN? :F .. _L. D .O P„ I ......... _ _ ga it _ _' _J E4l _�—I-----Li 19 t � --- . ._ .. [ x f ..... .__... .___.._- .._...._...... I �t�l'tAzE .. ,u t t LL I V /�// L I o y LL i _ LLLIL `\ �,As.:r��irFxmTLA ZI NOT FOR CONSTR TIDN w • u: Z; REVISIONS J '� NC. DF.:iCRIr'>ION DAJF BY m c u) a ! NorE, m S i A+ 5—AGERS SM.:LL FACE AWAT FROt1 4JT COh'TV.ri:d1.5 1— IRE50ENT:AL ZONW.,D16TRICTS. v( _ Lu >. ------------------—-------------------------- a CUP SU'MI SILVERLAKE CROSSINGS 1 CASE NL'MRE�:f.�:x%-xx � li GRAPEVINE,TEXAS m ,�,; urts,xw-rw.�.vsvc.wnoaxarrs omw z. ......._........_................ , WIG, SECRETAPY GROUND LEVEL PLAN z GATE o PLANI:I:JG.tr0 ZONING G.M!t.I�SiON I.....T. T s U wx Yi Y J (g�/, `R Irk 1d 401 i1� � y � I ��� _• i..Mn �(\(/�/q� RCl J 3a, I Huitt-7,11a ,Ina En Architecture qd W,,I./ .V—o^ DOES-,T 11-1,R17F sF'M1f, 500 W. 7th St. Ste.300 Fort WaAh,Texos]6102 ol, :N CON-uc:T 'pf:N parr CODES Gc; Phone(817)335-3000 rex(817)335-1025 N CFSIGNED: 5:..4LF DATE. SHEET DEf�P'MEM OP C=vP_G' T 'iCEL t v✓\: AS S++Oh":d JS 6 c 19 8 0' 33 o z AG 1,40TELS .................. ......... --.... .................. 7-,—K--7r — th L a SPEAKER PIFR ..... ......- 7777 U I EK- J . ..- - _ cl element .......... ............. ...................... NOT FOR CONSTRUCTION II LUJ TYPICAL GARAGE LEVEL RENAISSANCE Ow' NI PARKING GARAGE IS 6 STORIES ABOVE GROUND, 2 is STORIES BELOW GROUND, HEIGHT 60'ABOVE GROUND (ON BASS PRO DRIVE SIDE). ......... REVIS13NS si DFS--RfP-,nN1 DATE BY co ................................................................... ........................... NOTE: A,, 5-4KE16 5H4LL FACE AL14Y FRCMV,Y CCNTFl—GkJS rE;0E4TIAL ZONING D1.5,-JCT5. CUP SUBMITTAL z CROSSINGS CASE NAMF. SILVERLAKE GROSS aj ClE.r L:BE R c--1 Zm) GRAPEVINE,TEXAS .......................................... MAYOR SECRETARY SECOND LEVEL PLAN z WE: co 0 PLANNING QiD ZON:NC I -T.ly' .- --T e2rOND LE\/t-TL PLAN W HUITEZOLLARS ru SH.EET:_9 C-23- CA�L E,yi-4.g/Architecture 500 W. 7th St. Ste-300 Fort Worth.T...s 76102 WPRO',AL WES NOT Ali!H0Ri2l�NY'0'. N CON 011'r ANY COOS- o" Phone(817)335-3000 F(817)335-1025 ,,6NAN,XS, tiI ED, SCALE DATE SHEET 01 CHECKED: ........... .......... .......... ............- ........ ........... ..........- ....................... ............................................ .......... ............ ........... ............. ............ ............... ....... j AG 140TEL5 EII �_ � 111- �l _ � , - KAG KeG .............. ................... ............ E-F J 1 � -1 1 Li LLI .I-T 1p , • E 2L 11L RENAISSANCE ........................ element ............. -,r KM .............................. .......................... K- 31 Ft f t 7 NOT FOR CONSTRUCTION L L TYPICAL GARAGE LEVEL U A .................................... REVISIONS D F c R I p i N DATE BY cn UJ zi C-up-su----------------------------- SUBMITTAL SILVERLAKE CROSSINGS AS llAMK:I,—11F I—SH— CXF NlWBER:0l—.1 GRAPEVINE,TEXAS .............. ......... cn C.9 —� SECRETaRy TYPICAL FLOOR 3RD-9TH PLANS U) 0cf) . PLANNING.kiD ZONING CCY.W`3iN LLJ %0OR "IIQD @ VT P-1ANS Hui�TE: ff----ZoLLMs CA�- S.,EU: 10 111,33 Huitt-Zollo-Inc. Engm-n�g/Nchitctu,e En N)-S NnT 500 W. 7th St. S-300 Fort Worth.T....76102 N Col-IC' lcH-.Nf CODF;DR Phone(817)335-3000 Fc,(817)335-1025 IG"ED, SCALE :SATE. SHE`T As, SHOWN 05,1,'6/2019 _10 or 33 nI .. KED�Ci E.'- ............- .............. ............................. ............. ......... _ U Z of Q J Q N H H 2 �t✓ : I. I i : j KING Q�EE' QUEEN I 395 5F. 3%SF. �i z NOT FOR CONSTRUCTION a �y.J. , s 9 W wI RE VI t S zI C. Df� fI DATE By ....... -------..__..---- 'm m! uj x: GUESTROOM MATRIX' __ a wt4 AFf CUP SUBMITTAL o F£NAI55ANCE CASE NAM-: E R GSIN SILVERLAKE CROSSINGS s, KW, 3W 5F. 3%5F. 51 aAirc Nu�ERuwxu sav i.K..:a o c»c GRAPEVINE,TEXAS m aEBJ aEEEN 300 5F. 355 5F W3 .._..._.. -__............ _......_ r i 7 BAT SURE 300 SF. 199 SF 3 4 BAr SUITE 38®5. 5w SF. 7 SECPLTAR• LARGE SCALE GUEST ROOM II TOTAL 36O ; to GAIE. LAYOUTS-RENAISSANCE In IH1T1-5AY e1RES ARE WCLUOFD IN THE MATRIX FOR ROOM COW I O CLARITY.�'R TO'4F_TYPICAL FLOOR RAN ORD-9TN1 LOCATIONS I K PLAN(.Y:.G.V;O ZONING OC:vA!IS iCN wRcsllYccis ( U a W ie 4 _i E t_pp �c!1 sse m /`itf is p CiA1.M;..N �7l\� _I VALE d•.r.p GA E HUITC ARS W J �SKET 11_.1-_33... .to Mulct-Zollors.Inc. Engineering/Architecture 500 W. 7th St. Ste.300 Fort Worth,7exus 76102 f APr H03'AL-3 NJT 11J!HGHi<E A:'.v 101.1 N I M CON:urT 'HfIH.aN'i CODE-,<il? Phone(817)335-3000 Fcx(817)335-1025 °"_ DESIi;MED: S".AL E DATE. SHE:T GEPAF!7.J: OF IEYE_GPMENi I='h'AW V: ,' SHOWN liS:O6J2..,_ 110r 33 o _._..._...... ....................................... _..__. ..............__ ......_......... ......... ____...._ .... -- __-------._ - - - - - -- - - - - ......... - U Z � 5 0 cr !Q J J ;a -- --------- -" -- ---- -------- --- °..... ....... tz .......... I Ll I El I F I _ : I �J ........... 1 . I I _..... __ ._..... -. ........... N _- c. 1 I; \� I 1 � ,- a •, '. -. -.- a �J f .. n i — I_ _ —� I I i _I _tr r- ij� ❑ ❑ �; :iceEl - n El ( KING QUEEN QUEEN ONE BEDRQQP KIWI STUDIO QUEEN QUEEN STUDIO 35i 5F. 3V 5F. 451 5F. 452 Sr- 452 5F. ''.. II'-b'P.• �V� of LI 3 +y� l NOT FOR CONSTR TION 0 I_ m ii tf ._.. .___.__- ... ____ ... REVISIONS J FIPTION DATE By w; — GLEZ5TROOh1 MATFIX_ --- M — -�. — . „ti_i 3�11 TYPE M AREA 4GTJ�� OUA4TITY m €4EdT H- z e a; rc; KW, W5F. 3815F. 32 QUEEN QEEN 380 5F. 3815F. 32 d F 1 �1f41 J OWBEDR=l 3W6F. 452 5F. 24 CUP SUBMITTAL z ,•,1 �r KW--6TL010 3w 5F. 452 SF. lb i --- --- azzN c _=m STUDIO 300 SF. 452 SF. 16 - - _ I>._ t - SILVERLAKE CROSSINGS l El LA : TOTAL Q0 !. NIiuPF4 L ........ /, IDCAi1CY:�rµ>�>�'�� GRAPEVINE TEXAS m KIIYs 300 6F. 380 5F. 66 .......... ......__._ __.... .......... cn C7 MAYOR SEGRETaRr LARGE SCALE GUEST ROOM ? P1EEN BEN 380 SF. 3b0 5F 64 u) ^I oral - ro LAYOUTS-ELEMENT&AC cn 0 W-LLDED o ......... ..._�..-. ----. _... ........ ............... ----. EFT ARE MTPA WRRAHGANt ClAWT.REFER TO h E TrFCA FLOOR PLAN t3� 9V)LO.aTQ PIAN:lG p 0hNC^ I.-o � :CJ :..W 3 KtG. Gk.EEN QUEEN, t' C 4d, _ �--- - - - Y LAB .SCALE U E)T C,®1 I ��Y0114-5 El- TN' 4 AC P1 M4 HUITT ZOLLARS 3W SF. :EO Sr. w m, y, �.q iFEET'_12.,<.F_33 Hui(t Z 11 Engineering/Architecture cn r, ,�A46T R /0� AP'=RG`::+L GOES�0i PIitHO�:IYf.>trn ltORk 500 W. 7th St, Ste,300 Fert Worth,To—76102 ww •xw nj IN Lf.' Hr:N.-1 Co"Es Up. Phone(817)335-3000 fcz!8t7)335-1025 tr.N.I Fs, D=SIGMED: SCF.LF. -)ATE SHEET o �- Y' CEF>RT\1 I:OF l N' r. C E-CKEG ,. b Z -esr•r6Rn�crn�e>��s,NWFG EFa S161WOM4R) � � EPb R MWh C0.Q2/ gaff$LFF� Ul Q E F5I CA—::C_ R f I J N L E � ° flI_� Cl [ 5E .:�.�, � tz GLASS FACADE 1 frN`+9 FiG�2 . ALi (� RNQi cypq�_ ER+B DRAT COLORT I'tNBf^Ld'PWI'E i'fdFETC:..II — � � u ' _ I I 1 , �._�.iN SSANU T I Hill € I ---�FAiOrB,f1.A56 RY.AOE Atlr'INA4 i0'P79RE*NTEIFI4�[� � EF5 4 U1�COlJIR �aT01�1t Ci 51!!i I I ceRAYCOLM I FIN15� MATERIAL AREA CALCULATION 5OUTH E_EVATION raATOaAL i GLAZFY+ EFS AareNr COMPOSITE t AX1aA- =REG TOTAt GRAPEVINE,TX MULTIBRAND: GR�y eOF MATERI LEXAMPLES6 L 6Q.'H �LEYATIGN AfiEA PEn�exT� ' W 63% 0 �Im MATERIAL EXAMPLES 8/Q4l19 EF81 GRAY MOIR T E�9 GRAY OXOR �'$AFF EPS 1 W7E C01JR f Manufacturer: —E.5 M GRAY COLOR " Alucobond Pius or Reynobond Zinc or Brushed Finish _ — — J Vertical Application �e at AC and Element Hotels o / GLA55 FACADE �Na'-P AFF� (--' � l AT'3a1 T3 1 IN I i - a v aFF � —I ' i 9 NOT FOR CON<_'ZJCTIOn 3 Manufacturer: Alucobond Plus or Reynobond p 03{ I i Zinc or Brushed Finis s FF:LR.00¢ L_I iJ ! fi Vertical Application ! c + Q 3 at Parking Garage H hi1 H I I Pi. � ! ' %.I t I a�.d..•d'�cy H U L� I I 8 P g �VRD'_70t t � L I_ �. . 0 347$dFF. I�T — a rr z hull SFlYM1D R.'.b¢_ lot NC. '.�5'„k9P390V DA= t Z 1 J L-:CARD��'•Oi 1.� 4 GRAY COLOR 1 Manufacturer. Ero sxT+r GLAIMG Alucobond Plus or Reynobond s Zinc or Brushed Finish CUP SUBMI-TAL Z Horizontal Application SILVE J RLAKE CROSSIN^� at VillaaR`wc x V o EAST ELF.YATI®N nA��ia ilil±6'l:aw® GRAPEVINE. TEXAS SG10E Ll6••P-4f �- — _ � U ♦ wrrn =ECRE-Ar- EXTERIOR ELEVATIONS w -- P-0 MC :'M.SSOk !lGx�TlCT! FINISH MATERIA_ AREA CALCJLA-ION: EAST ELEvATICN 49_ � " r.QFAs h A p - - _ !1 oz MATERIdL 'lAZC EFS 4LtM1 O11P061TE MAEViL PWGAS- TOTAL Lwtma?VLAlwS.Fors off �DR—.^!!d t-Z.OFva trc. - MN33HU�~ ' F P,6t 0F /AREA SQUAE FOOT 5 - 30 Fat Fort,7-9 76102 Af�A PEfZWAGE 40S "m 9 IA m(!(e )335 c (E»)33 iozs LI C DFd5W1,NrP -,('Ai F rATF N-F'c N: 73 p.33 uNAtivw CHtC AS SNOdN l(cU: N --- ' C=A� ¢94(YWIE CQDa1 4 CsRd'"CCLOW F31.'&TAY COLOR: 7$-Jr Aa aJES FACADE "TTEW it 4 i"•�AFAF - 6-AW FACADE „� _ PA7fER1 a r E [I0 C CCIFMTE _ [� �I 4 L_-0 1 --E�T c C�iAT C0.0K. -'ITOI�ROQ!GLL .3D4 11_IJI '' �Y � I ( � Ep5•.iCR1T CCLOQ; F1 r i _ - -- -- - - E"•,GRAY GGLO2 MWO p 6-O'AFF. 5TCFIE-7 f3LAZN `3TO Ir Cidi�l+ • v0 5TOqFFPR GLALNfa EF6 1 tGR.4`CO-OR) \ F6 q'GRAY COLDW \ EF5 q(01W COLORD 3Tp�RgaT CiI�'(l'a F VISH MATERIAL AREA GALGULATION: NCRTH ELEVATION 3. NORTH ELEYATI®N SCALE Ula'.r-t L'ATERIAL Ca AZM VFS XVftM CarOSlE MATERIAL PRECAS- TOTAL AEEA SQUARE MO-ACE n"I ff 14,WC 5F 4m 5z 0 5F 3396 5F AMA F"MBOArA 54% l l00Y �EFS s wYE:o�aR t EiG GRAY COI.CR - �; -Eft 4aN(fEC4Qt - I POOF • a; EFS 1 CiPAY G'JLLR V t L x u Y' z 1 FACADE - _ _ 1 Q -ATeRN G � IL �•,�Q�I NJI UK ��O��S t�2UGIN�V � �t3t7 GX =.CPa� 1 IInI AFF. � b0'-m' .�REO.4P l o ��CY U-c3 g ^l a Pact, / cGMFA,dTE N�.;__.____— UESCP F?�: CATE -BY A `.� CiA-%PAL NG P�Eiit'S'A.M S4-LRLYTI CU-1 SUBMI 1 I AL SILVERLAKE CROSSINGS L `Aff 1N:W?W"" GRAPEVINE. TEXAS I- L(3CATgA:wa;ai i i�iavMi.��or wa ao�ia FIN SI- MATERIAL AREA GALGULATION: UEST ELEVATION VALE��eT ELEVATION w.Yoa ��� � EXTERIOR ELEVATIONS scALE ur•.r m• WL MATMAL fi'lZFYa E�5 ALINNB'1 CU'lF051TE MATERW� PRECAST IOTA_ - ntAN�rvc xu Zc.aa4 C*—ISS AacaFrac►F 4 ma s AREA Y,IWff=00Tt6E 63w ff 10,3K 5F 0 F @ SF IG"l32 3 I--UIT(MUARS AREA EERCTlfAGE 38% E:Y @Y CY im _- I' 14 33 FjQl � SQG F.7tn St 4a 300 F Wo Ft kh,7aaa 76102 -/t�..� RVVNY WL)NUI l.0 1HINti.l N1 AIMP� . l3 INCJN RICO xPF AN+CGCiS ca Pb—(A 7)735 7C00 cm(a17)173-�0'is . I NRN . ^— GP.DfUNCLS _ �.ayq] C tr c: Dare 1HFF XIA+TLCN7 CT crinaatE•n uaicts ot/06/2 �Pttidn .��....� e14 14 OF 33 KEY f;HFCK.F'Y - — V C�iA 2 EF59i_KMT GRAY COLLIPI— (Df C C'.PC?E MATERt6L4 E F5 l_'% rMr C3FFT CD-DW VL (PARC T C0.LR! LAVE SIfdUC- �EE6 lLGf GQaT CCLOCI ! cx I � EM•(GRAY COLOR, GLAM �•, ae , --MESA. EF51;GRAY CCL OR y �r AifrWC'CCM' RSffERiALS e1 - _-«tLP'I^iH G1a'}�"alTc tu!Evl-'I lGAAT� •UG+=GiA.T:GLOB+ G_pin FaCAOE� I I � R ` \ j � .6G)•0Y All. 01 � ® I -�EF61 COLM, T f i S�Q�C ACCR - .41�'dFF r � E 0 3 `Pf1EGd3i COxOEIE �` ``+.� AT CA19 RA'CCLCRI \3`.CRgRo.T InG I I , I ___-__ --SICIFERZI.T CiL.:JA1G SCd GLA?Ka AT CAVOPES CCf1F051?E YW'ERGL V i �/��+�L� A�pp/�!r F NISH MATERIAL AREA CALCULATION: 501.'H ELEVATION 5. SOUTH H ELEV�f k 0%4 M4TMAL Ci'4N" Eft ALUMNJ'1 Ca-Fa-E MA-MAL MMC497 TRAL 4 EG F NF•.6-0' AREA 5p.ARE FOOTAGE sw 6F 8� lf+ll 6c 996 S 21206 5F AREA-£RCE1rWE 36% 53% 22% 3'4 106x d� E435 WSW DRAT Calm /TEFS 9'Le l6PAY mlORI `\ �EF94t®1TE C7LCR� J + TC FP6 __$.• E W 1(UUM CCLOW ..i! AFF. \ ROD y"-0'AFF� I -- � W-m'4FF.� y _�[ _f Eif�^.1 SLOLTi A. � A - �.ENT.a�.oR I �,y,ip,pFp� NJT -0d2 CCNSTRUCTInR I i { 3s�- u F _--_- 7 _ :T - _ `•EC4N MAI I0 0 I H t � _. 841RD711 I—5%'.AeR.'NT[iA:`•G W F'F€.RI.CTK„ I17 a CUP SUBMITTAL z x.,rts�[R SILVERLAKE CROSSINGS m. C.s x s.-11 GRAPEVINE.TEXAS m FIN15N MATERIAL AREA CALCULATION; EAST ELEvATION _ E•+� EXTERIOR ELEVATIONS z N `tATERtAL CiAZ hCa EF5 .YllildS'1 CCtVCbfIE`1A'ER1AL PRECAST TOTAL _` PL'E._ O e n 4,---S eF WOW 5F 06F 0 SO" au•s_ -- - PIAw aKL_ +Nc Cova6SCW •Fcx V AREA Saute F07TAGE 6. EAST ELEVATION - - •• W z AREA-EF:G£MAGE 32L 68t. os 0i SCA.E: las• 1� - e x�re.N.a -- g�¢� WE 1 lll��` 15 — {► x 33 c.x,dlt-Zama, n EnQln@1 Mchil76102 !n W I !PPi4'l JO'LS NOT AU-KRIZE AW ROR< F.TtK St St.3W FM J,.Taos]6107 zrcc GcN_ai-cLl-sG-R cN L� �3liCckZtu.: Fo (e17)3 -1025 CALL - I SCWL CATC SIICNOR..N ` O_aC RAYUM: a- SWnwnOo06/?Utg 15 c-3 3 m KE- � C� 2 EFS 9;QR t COLOR'� EF3 9 r:GYtT 6QAT CO S �.isem3ti OMVff,TE M MR'A, Cd� 6Z'iIG �1 � (Lw FFAT COLm I �EFS,(Cfi.,CC_Oi: 0 CIAZINS / I � 2 cempoVE R/D4RG 4RAT COLOR) I EFE,%GRAY COLCRI GAM EFB,:GRAT COLCRI E0'-O AGF-� I I aLam O Farr♦ - EFS•(GRAY COLOR)- I_ Y u $-O'AFf.Q F_OCR a i dD'-OT'AFF. 5704TRVJ SLAP,& `IAtF[A61 CCFIOI�fE I FINISH MATERIAL AREA CALCULATION: NORTH EL=vAT OV 1. NORTI- ELEVATION MATEIZI& 6L.,.-m EFS AL1rt.W COMFOWE MATERIAL PRECAST TOTAL a..e- Ww6'.14r ARf4 SaLARE FOOTAGE 9,-5 6F No-6, u21 SF 2063 5F 3�A41 SF AREA FERCENTACE im 4n 5i di 620x R•wM2f �GiAZW'G EbS,lGRAY CO_OW T ,L,A� —EFS, W ev"T CCLO (� I -p.{-_ ___.-___. EFE-3 iL&IT GRAY COLORS r (/ Q IEFb 9.'JW+f GRAY Cd..OR) I L L L �� ur azn JI i 65-P AFF. 2 E Q C NJT 70R CDNSTRUCThJR ®I ,Aoa 4 l .�aED 4 4rM SLaR E'-0 AFF f I I - REw;S.O'JS +3 EFS,r4eAY COI CR—� _oaBr LE E N;;. U_S'i;1:Vi9CA. ;AIL U` F I _ _ r -• �i BALLfdKT'1 LEVEL w i a r '—"— CUP SUBMITTAL z nA e.su�1 w��Ro S SILVERLAI�CROSSINGS �. U�EST €�.€VA"101! j I(lb1'IOV��:..�eOP.M�.��..� -- cwwEVINE,TExns m FIN 51-- MATERIAL AREA CALCULATION: WEST ELEVATION uYa 5 ,•,fi EXTERIOR ELEVATIONS z MATER'14L aAZM EF5 ALWWf C01-O ¢MATERIAL PRECAST TOTAL - -- _ �� i _ - � � PUNVAC 4L ZCNWL LOWIL�4N .. wac n�reci. V AI_4S FOOTAGE 4M SF C,�AS 0 0 Ibb39 SF AREA F£RCENTAGE iSx T$z 0i IZ'OA - - E-- — - �•« ;, ` r _ HUU svteW- 16 of_33 Netl-Zolara. Fee Ewminq/McNlecWre (O + MLIARS 5. -- 500 w.7th St St.300 Furl W—h.Teas 76102 WPR.^&.DOES 40T AV WRIZE AW WORK nj C CALL - - a ccnrlxl wri Arrr C-Es:R Ph—(E'7)335-3000 7-(817)335-1025 = O O HOR'N I O IY.ISliANLt] l � UESI(;NLJ -. MT u-FAP,�IlR :m u_VtLu-vewl s_mmxs AS 3hiJ:vV C�-;Cbl2C19 16 i,-33 0 � _ 1Ch ECKED: � cc ' U Z rn I� J O N S-� - I E 07 L� i 11 - � �._. I f t .. a I• _ _ F s Vi'I I, 3 11 If a a r; � �:.: n .. Pz _mass---sa---=—=_a I : '.. I cl ---- SCA:• .I-e u HE 3 a rl1 r ; t L < 1 - a r . I' o: �� r p e s .I a F P 3 s = rI 77 CONSTRUCTION UO" FOR d 0 Ell t 3 f t f f 3 f LJ v....... _..._. I 3J ____________ b-------------------- ..._..___ ____. ............ _..._.....- PE IOIS J w; �. 4l�'�EQALL NOR' ...........' �0 DESCRIPTION DA't EY r.; a; f. of w IIIIIIIIIII II�JI� CUP SUBMITTAL zz r F .N115 MA?ERIAL AREA CALCULATION: OVERALL SILVERLAKECROSSINGS o w, _ E!F-5 4LN'i'wF'I CIX"POSiTE M.:TERIAL C:.15` tOi::L to^CASFr NRM _ a GRAPEVINE,TEXAS 4RE3 5MARE FOOTC{,E 1 b�5.?5F 56.w 5^ 10,i%5F '513 5F _ I'9b6I 5F -._.. _ t. AVER J.. ^R MN0, u e' A s,z «K»r, rn - -- EXTERIOR ELEVATIONS y —__- .ARE'F'RCENTAG- 5b i 54". ... o y r _ O P19hNIN.: 0 Zi1t.N4 Cuj JAIMI_513?J tr,ie I — _ o. .- e!� L J ` W I 7111 33 'c N 500 W. .t,St Ste-30C F-t Wo.t 7610 l-PIR,9IIIIj.fIOF5 N 1.:.1^Ii Zr W^RY Y�Y N COh.-1 l.. WITR ANY f,:0..S JR ^f'^.ce�317j375 30CD Fa< EI 1M35-1025 N UESIGivED: S @TE SHEET J:=aerMrN;c'ave oFM�hr ERr;C:i JRA44tJ S :.H �r'v t;5i l2vi9 17 G 33 -- AS - CHECKED' d Z EF6 R U14ME COLOR EW 7 UNITE COLOR ROOF CLT'P051iE MATERIAL • • (LIWT GRAY COLOR) EF9 4 W4TIE COLOR GLAZNG EFS'1 GRAY COLOR-_.. EFS R UBTE COLOR C1 J J / N 1 ..f.-...*. i ES6�� 41WttE COLOR = H 7 OF4J F 61A55 RALMG yy I TL = 3 q7 t F'B2C17LA F'AGOLA Fb FLOCK fl ,. EFS Q UYTE COLOR- � •. ��� 1777 t ' I S 16T cioax '1 Cd-0511E MATERIAL 1 + (LIGHT GRAY COLOR) It.C 14106T1E MATERIAL 1 11. NORTH ELEVATION (LAKESIDE TYP.) 12. EAST ELEVATION (TYR) 416-49 GRAY COLM SCALE, W'•I-0' SCALE, W'•P-O' VILLAS FINISH MATERIAL AREA CALCULATION: SOUTH ELEVATION VI:.LAS FINISH MATERIAL AREA CALCULAT ON: SOUTH ELEVATION MATMAL CLAZNG EFS ALI2NNA1 COMPOSITE MATERIAL TOTAL MATERIAL GI.AZM EFS 4L1➢'1NIl'1 COMPOSITE MA?ERIAL TOTAL AREA SG.UARE FOOTAGE 24?76 5F M 5F TI 5F 1282 SF AREA SCLAM FOOTAGE 6w SF Iw SF L%SF 9T6 SF AREA PERCENTAGE 16% ux 6% 100tc AIREA PERCWAGE VM 19x 14% 100x EFS Z UNf1E COLOR EFS 4 UNITE COLOR GLAZM EFS R U11E COLOR E'FS-1 GRAY COLOR EFS R'NITE COLOR EF6'I GRAY COLOR EFS R U4ITE COLOR GLAZNG EF51 GRAY COLOR 1 I' 1 PERGOLA I 3 AL.MNIJ1 �\ MATERIAL 3 j 1 { t `D AqC NFt C49VMITE MATERIALS (WWT GRAY COLOR) Sl'.,a6JT5,+py EFS 4 U41TE COLOR ' 13. SOU I H ELEVATION (ITYP) lit. WEST ELEVATION (TYP.) 9CAL.E: V4 .NO' YAi F: II4•.P-& r VILLAS FINISH MATERIAL AREA CALCULATION: SOUTH ELEVATION VI_LAS FINISH MATERIAL AREA CALCULATION : SOUTH ELEVATION cn to MATERIAL GLAZING EFS &WHI 7 COMPCiITE MATERIAL TOTAL MATERIAL G AZNG EFS AL"LIM COMPOSITE MATERIAL TOTAL - AWA SOUARF:;OOTAGE 2T0 SF 344 SF w SF 'M 51 AFEA 5�FOOTAGE 216 SF %4 SF 64 SF 1244 5F AREA PERCENTAGE 34% 43% 23% '0®x �0.. AREA FfJ3LENTAGE Ilx -ox 5x 10016 - C_q CUP SUBMITTAL z SILVERLAKE CROSSINGS _ .m,.M....•w•• GRAPEVINE,TEXAS m cn EXTERIOR ELEVATIONS Z F cn K VILLAS o Lu Of 1TEj � 1 B 33 HUITT-ZOLLARSV SJ'JRTN .� �•-. N O 04 KEY 18 33 r ? J SILVER LAKE CROSSIN("v-HILTON GARDEN INN 150 RM z 1 EXPANSION ._T .. ,. .r...r- .,,.,�- •. —_ .•v;,: .,"y._. ..,m,a•,. .._.. _.,as rr.'.f ram' _ \� ( �/ J �• t• SILVER LAKE CROSSINGS ADDITION LOT I-R 51_0KI 1 J ._.- --._ ..». "•'.:1v J _ _ �,\, I J ; PROP0.5m LAND USE HOTEL co •�.,..,..,.._„�••�,_ \ '�+..., -_ i J EMSTINGZOMNG PLANNED CIXAMERCIAL CENTER(PCCI 1 _ 1 - — - — - — . — . — - — - -- • — . ^-�^�••.m. �` PROPOSEDZONINOPCCW/PDOVEELAY' J EXISTING SIGN _._ _ _ sF AD nl SITE DATA t '.,.`T .rif ` LOT ARF 'J7TU6 9SA 41d, U6 PROVIDED REQUIRED _ �. - ,_-x_ 7 -•.�„A `•_ EN BASS ` E%,I—COU"Y"ARDMARR10TT1 S (9) PR - URT -'4 Towrr�ucEsurtEs HOTEM. (7) R7GFJT'OF-WAY BULL INGHEIGHT(FT) 69.6- sDu . -- O HILTON ARDEN INN n BUILDING EErUHT(M 76'3' 50101 { D(ISTNGOOURTYARO MAR(9) - (7) i V `"--�� Tow (9) SUITES HILTON GAitDEN INN .... I _ 1..�'___L. SORMEXPANSON 24i 18 .o, `..�—__..,1 IT �,,9 roraL REQUIRED f (9J LANE. {7 j FIRE ,I ._. �q "t ........ _ g ._ TOTAL OPEN SPACE _HOTIEL 1 126.447.38 124223,12 - '•_(30%MI Resurtttl) 30.5% 30Ye_in TOTAL IMPERNOUSAREA fSF) - - 287,62910 331.26166.__ -•_ (Nolb FxaeG 80%J b3:5% BO%max 1 y { +.,_ "�► � � __.,._ ` W FIRST FLOOR FOOTPRINT 59,918 28,239 86.155 248A96.25 \v.. `! i ♦ (Nolb F-W 60%) 14.5% 63% 20.8% 60% (g) l7 j ! ... ... _ ....._ 1 ` FLOOR AREA RATIO(BUILDINGLOT SIZE), 0145:1. 00631 0.2U8:1 TOTAL BUILDING AREAl6F� _ _ 225.Sit 108.479 333.940 ._ NUMBER OF GUESTROOMS 300 150 450 300 . t 1 1 \• ------- ` I CL GUSTROOMS(SF)MIN. 380 380 38O a p �- I'. ��• '"r,: r(� - d ` NEEnNG/GONFERENCE(SF) loom 4105 14,105 10000 1 - _ i �,._ •� �� N a. o RESTAURANT.SEATSSF} 1 08 2.251 4,957 1 RESTAURANT BEATS 100 25 125 ..... _ _ L -... �� ....... —_ 1 SWIMMING POOL(SF) 1.000 1.000 _1000.. • 1 •O � 1_ . - � • f �� y\�.� + OLN�TNYPRD 25' 25' 25' I , ♦♦ SS S SIDE YARD(z) zp• 20• - zD' p 1 REAR YARD 25• 25' - 25' PARKING �` GUESTROOMSPACES 300 150 450 675 SPACEIR IR IR M SrR m .. - �\ �S„"4l �j 1 ( CONFERENCE SPACE(SF) - - ' ( (i Ic9 (i MI (t -(1. N8 {RESTAURANT SEATING Sc 34 8 42 42 (SPACE I SEATS) AT)NGS (1 SPACER SEATS) (1 SPAC,E/35C-ATS) (1.SPAGE/3 SEATS) _ 35'FIRE }I -- , I ->• \ mra.PARKING 497 711 1 I ' LANE . ~ .,K.tiY -..,"- t ( \ TOTAL ON-SITE PARKINGPAOES 344 ^a r_.w.....�_.,�.__�... - 1 -' - —"- 'TT- 1 LOT 2-R.BLOCK THE BLUFFS AT GRAPEti9NE OFFSfTE PARKING - EXISTING 300 ROOM DUAL-BRAND HOTEL - � ' DUMPSTER ��1. •FIRE I \\ LOT 2,BLOGK'S11�LR LAKE CROSSING It ADDITION,ADDf1WNA1 PARKING REOUIREOIN .136 I ! PROPOSED H1L70N GARDEN INN' N ``y GARAGE 148 _ O'LvM1pSCAPE +� h 150 ROOM EXPANSION i _ 4 \ 'INTENDED TO AMENO_PREVIOLIBLYAPPROVm PCC FOR 160 ROOM FOTEL E%PM610N BUFFER _ \;I I 11, LOT 1-R, BLOCK 1 :, s,.\ 1` ti 6 SILVER LAKE CROSSINGS ADON. •PARKING 272,9`,. I UURm AT13 A P M U F--OtJMPSTER ENCLOSURE.., �\ \4 i _ ` Q I i 1 LOT 2-R, BLOCK 7 (12) - THE BLUFFS AT GRAPEVINE i v q! Y II __ GENof i w nE €ROTOR .......... � _ 1 LL e,_ __ PROPERTYUNE __ __ ^I f f NOT FOR CONSTRUCTION B NOTES: LEGEND, �yRE rptt i 1, OWNER IS REQUESTING VARIANCE TO HEIGHT RESTRICTION TO ALLOW A MAXIMUM HEIGHT PROPERTY LINE " 1 ' OF 77 FEET. REFER TO SHEET 3 FOR DETAILED EXPLANATION W t � ���" 'f VEHICULAR FLOW i �`}` �K)MBERLY R COiE � a 'o 'r• � N o, 2. OWNER!S REQUESTING VARIANCE TO OFF-STREET PARKING REQUIREMENT TO ALLOW FOR a, 105298 ¢i A RATTO OF i SPACE PER GUfSTR00M PLUS REQUIREMENT FOR RESTAURANT SEATS. —""` FIRE LANE tt�o•, c``S REFER TO SHEET 3 FOR DETAILED EXPLANATION. PROPOSED BUILDING 0 20 40 80 tt R,,:<lOENSEO ? N 3. CURRENT ZONING: PCC"PLANNED COMMERCIAL CENTER; CURRENT USE: VACANT; _ Haie�ia� a,In� SCALE: 1` - 40' Frrn Re t ti N.F-761 -- - PROPOSED ZONING PCC"PLANNED COMMERCIAL CENTER; PROPOSED USE: HOTEL WITH OWNER/DEVELOPER: 9�aro�+ i RESTAURANT AND CONFERENCE SPACE. GRAPEVINE METRO HOTEL SUITE 15--- ----- -_ 1135 KINWEST PARK S I LC D REVISION$ a m —[ 24` 24' 24 3&' 24' 4. ALL LOCATED UON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE PH NG TEXAS 75063 NO- DESCRIPTION CATS 8Y LOCATEp UNDERGROUND. PHONE: (214) 774-4650 ._.. o � fAX: (214) 260-3724 D6/03/19 5. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE' CONTACT: MEHUL PATEL 1 CUP SUBMITTAL 3 -- SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. EMAIL mehulOnchi.net - PROPOSED HILTON GARDEN INN i —}— ti 6: ALL TRANSFORMERS SHALL BE SCREENED PER CRY REQUIREMENTS. 's, a 150 ROOM EXPANSION b LOT 1-R, BLOCK 1 - (_ r �..� )•- 7. CONDITIONAL USE REQUEST CU76-23 IS A REQUEST TO AMEND THE PREVIOUSLY SILVER CAKE CROSSINGS ADDN. an APPROVED SITE PLAN OF'CU13-13 (ORD. 13-60)FOR A PLANNED COMMERCIAL CENTER m IN CONJUNCTION WITH A 300 ROOM CO-BRANDED HOTEL WIH ON-PREMISE ALCOHOL CUP SUBMITTAL BEVERAGE SALES, BUILDING HEIGHT IN EXCESS OF 50 FEET AND A 20`PYLON SIGN, �---- SPECIFICALLY TO ALLOW FOR A 150 ROOM EXPANSION HILTON GARDEN INN), AN CASE NAME SILVER LN(E CROSSINGS SILVERLAKE CROSSINGS a ( ) CASE NUMBER:W— INCREASE IN HEIGHT FOR THE EXPANSION,AND TO INCREASE THE SIZE OF THE PLANNED LOCITION:M;,�!i„7= GRAPEVINE,TEXAS COMMERCIAL CENTER. a - ' OFF-SITE 8. PLANNED DEVELOPMENT PD16-08 IS A REQUEST TO DEVIATE FROM BUT NOT BE LIMITED MAYOR SECRL:ARY z tr TO REDUCTION IN THE AMOUNT OF PARKING PROVIDED BELOW THAT REQUIRED BY HOTEL EXPANSION TEMPORARY PARKING LOT N ORDINANCE, p DATE' SITE PLAN PLANNING AND ZONING COMMISSION C) I I I ( (2 I I 9- THE ENTIRE SITE IS.THE PREMISE. X i :• 1 ,� ) 70. SITE WILL COMPLY WITH ALL FAA HEIGHT GUIDELINES cHaRLw4 13 ui i ��_ iV OWNER UNDERSTANDS THAT ALL DOWNSTREAM DRAINAGE ISSUES MUST BE RESOLVED DATE Lu PRIOR TO ANY OF THE PROPERTIES BEING DEVELOPED. sHEEe 19 OF 33 � Huitl-Z.11..,Inc. Engineering/Architecture N \ TEMPORARY OFFSITE PARKING LOT 12. REFER TO SHEET 3 FOR SITE DATA TABLE. 500 W.7N,St Ste.300 Fort Worth,Texan 76102 .N- APPROVAL DOES NOT AVINORIZE ANY WORK c NTS 1N CONFLICT WITH ANY CODES OR Phone(817)335-3000 Fax(817)335-1025 ORDINANCES. M o DESIGNED: SCALE DATE_ SHEET DEPARTMENT OF DEVELOPMENT SERVICES DRAWN: AS $HDWN DB/D3/2D19 19,1 33 0 CHECKED: 0_ U PLANT LEGEND T g 0 N DRAKE ELM BALD = CYPRESS IRS PERIMETER TREE BASS PRO DR. _ LIVE OAK • CEDAR EXISTING LANDSCAPING ELM • O r O • EXISTING LANDSCAPING ir� i �i i INTERIOR TREE I _EXISTING LANDSCAPING. V �J SING NDSCAPING RED OAK CHINESE • i, , - - - '- - - EXISTING LANDSCAPING PISTACHE $,.. .j NVOS TREE 4 P 9 - e e DALLAS RED JAPANESE CRAPEMYRTLE MAPLE Z • NVOS TREE EXISTINGNLA DSCAPIN\G •'•• EXISTING LANDSCAPING o g INTERIOR TURF i •.•.•.•.•.•.•.•.• LANDSCAPE AREA m _ PATIO INTERIOR TREE ••• •••- SEEARCHITECT 4'-•-,Y, .'. .•.'.• '.'.•.' _�9'. FLAG POLE SEE ARCHITECT - BIKE RACK SEE ARCHITECT ,. . . • PATIO - - {,'y•,t• SEE AR ITEGT •�� rail NVOS TREE PROPOSED ADDITION El ERIMET RTREE'• •••• g O EXISTING LANDSCAPING ..: ' FENCE BY OTHERS -�` • INTERIOR TREE NOT FOR CONSTRUCTION a PERIMETER TREE zq EXISTING LANDSCAPING EXISTING LANDSCAPING �.(u4aEV B a - d��II, c� -•�n C a NT 2319 Py qA,F OF SE{. 06/03/19 o ao s aN REVISIONS NO. DESCRIPTION DATE BY a q 1 CUP SUBMITTAL 06/03/19 a LANDSCAPE REQUIREMENTS PERIMETER LANDSCAPING: INTERIOR LANDSCAPING: o PARKING/VEHICULAR USE AREAS MUST BE LANDSCAPE 10% OF THE GROSS PARKING Q SCREENED FROM ABUTTING PROPERTIES AREA INCLUDING DRIVES, PARKING AND AND/OR PUBLIC RIGHTS OF WAY SIDEWALKS m 0 15'ABUTTMENT EASEMENT AT R.O.W. PROVIDED: 19,000 SF GVE NAME.SILVER LVtE CUP SUBMITTAL ®SILVERLAKE CROSSINGS rn 10'ABUTTMENT EASEMENT 0 PL FROM 0_ CASE NUMBER:W=— ADJACENT PROPERTIES LOCATIONTu e°"Tl 1,rta°Yn a GRAPEVINE,TEXAS U i (1)TREE FOR EVERY\400 SF OF INTERIOR • (1)TREE FOR EVERY 50 LF LANDSCAPE AREA CND ^ REQUIRED: 53 TREES REQUIRED: 51 TREES MAYOR secRETARr z PROVIDED: 56 TREES PROVIDED: 51 TREES REQUIRED/PROVIDED: PLANTER ISLANDS HOTEL EXPANSION O DATE: 3 NS%OF TIOTAL SITEFAREA DEVOTED TO PIgNNING AND ZONING COMMISSION LANDSCAPE PLAN U EVERY 12 SPACES AND AT THE TERMINUS n FEATURE LANDSCAPING, 50%TO BE OF ALL ROWS. ISLANDS MUST CONTAIN (1) Y i PROVIDED IN FRONT YARD TREE. k BE 9'X1B' MINIMUM SIZE DHARMAN --ILIIIT_ W REQUIRED: 59.309 SF PROVIDED: 61,181 SF DATE: : OF 33 J TREE REQUIREMENTS FOR NON-VEHICULAR SHEET2O Huitt-Zoilore.Inc. Engineering/Architecture u) OPEN SPACE 1 TREE PER 3000 SF OF NON-VEHICULAR APPROVAL DOES NOT AUTHORIZE ANY WORK 500 W 7th St. Ste,300 Fort Worth,Texas 76102 ORDINANCES. OPEN SPACE IN CONFECT WITH ANY CODES DR Phone(817)335-3000 Fax(817)335-1025 N m REQUIRED: 21 TREES DESIGNED: SCALE DATE SHEET PROVIDED: 21 TREES CHECKED: DEPARTMENT Of DEVELOPMENT SERVICES AS SHOWN 06/03/2019 20 OF 33 0 U II X7955I O X7957 X X X796o \ X X7H61 7056 XaDto 966 X8011 I X7969 X7968 X^ X7962 X8012 X7967 �y`6' X7963 .9 &1 X7971 X]97z IF;" j X X7964 h I � Xao13 LEGEND X]9]3 " X]9]5 X8U16 yt5� p t I q1I 7974X V 150 X� X7976 XBW9 XBD17 X8029 X8O18 T TREE TO REMAIN X8139 0d JI x7981 x7979 x xeDD6 8150 xx X]9]] -x eV X x )( ®le TREE TO BE REMOVED X798o /x I 9gDBJ// X]X7 ,\ O x799B XB019 xBD28 (&7982 X8027 I x8152 I XW20 X8026 B84 �He3 X8022 X8o3o X7BB7 (38021 Xao31 (3B037 �996 985 (8)7895 0' 036 X8033 �994 ,0 �7992 �'� ®79BB ® 034 006 �990R, 91 TOTAL PARKING SPACES: 135 ^0o X8032 \ TOTAL TREES ON SITE: 192 3 (g8024 TOTAL COUNT OF TREES REMOVED DUE TO PARKING: 80 TOTAL COUNT OF TREES REMAINING: 112 K �051 �4B TOTAL CALIPER INCHES OF TREES REMOVED DUE TO PARKING: 652 INCHES ao X8038 �045 TOTAL CALIPER INCHES OF TREES REMAINING: 888 INCHES aB X8o39 X8140 (&8052 O D41 X8141 �050 �� T NOT FOR CONSTRUCTION X8142 X8091 X8143 IfA Wsfi xBDe3 X 057 eoa5 a ® X8082 X�X8o90 I� BOB9 x X�2 X8151 X8144 yllurcr �WQt,V B. b WSW W60J ' 3o K+m ��6 'a � X�6 X� X8093 X8147 X8145 N of w X8087 T taT9 p 9T� FEi 66 x8094 R OF 064 X8096 SCALE:1'-20' ��7 06/06/19 Xao97 X8095 XB146 D 10 20 40 _ X8098 Finn Regatratione N,.F-761 5 al3'0,pot 1aloo 7%®8131 �128 JC./BIOz B105XX5106 e REVISIONS elsa943 X8107 -13o 0 60 NO. DESCRIPTION DATE BY ®B1`3,s�p°� 29127 X810s X8lo8 e silo Xetea 1 CUP SUBMITTAL 06/03/19 I &.7z 136 Xe1a „ G ��qq 7B X.,K/X8112 ��YY . 6 0` X8149 Q z W77 DO 75 26 ® B / CUP SUBMITTAL &117 XB114 X8113 CASE NAME: LAK6 cRasvNcs SILVERLAKE CROSSINGS � CASE NU B : MERCU—_ � titi / LOCATIOWMI 4r4.ca,.>KeuranwcMr GRAPEVINE,TEXAS 0 �123 O X8150 +.s•>�4oi+,aw'cz¢az®w U ® X8120 & U 121 Ur MAYOR SECRETARY Z �_ _ �824 __ __ __ __ __ _— OFFSITE TREE SURVEY & HOTEL EXPANSION co DATE: p • O O PLANNING AND ZONING COMMISSION U ® Y ® CHVRMAN/ Of DATE: HU1 ~ZOLLARSLL SHEETP of 33 Of Huitl-Zollors,Inc. Engineering/Architecture U APPROVAL DOES NOT AUTHORIZE ANY WORK 500 W.7th St. Ste.300 Fort Worth,Tezos 76102 IN CONFECT WITH ANY CODES OR Phone(817)335-3DDD Faz(817)335-1025 ORDINANCES. DESIGNED: SCALE DATE SHEET / jy DEPARTMENT OF DEVELOPMENT SERVICES CHECKED: AS SHOWN 06/03/2019 21 OF 33 U Z Cr CL' 5 J N H F- S TREES TO REMAIN POINT/ TAG/COMMON NAME DIAMETER 8150 431 Hercules Club 5 8109 436 Cedar Elm 4 8089 589 Ash 4 8020 475 Cedar Elm 7 8000 482 Cedar Elm 8.75 7965 495 Cedar Elm 7.5 8152 417 Honey Locust 3.5 8108 437 Cedar Elm 6.5 8085 462 Ash 6.5 8019 479 Cedar Elm 13.25 7999 481 Cedar Elm 10 7964 494 Cedar Elm 3.5 8151 422 Cedar Elm 15.25 8107 438 American Elm 6 8087 584 American Elm 7.5 8018 413 Cedar Elm 14 7998 480 Cedar Elm 8 7963 492 Cedar Elm J.5 8149 429 Honey Locust 9.25 8106 440 Cedar Elm 7 8086 583 Ash 6.5 8017 412 Cedar Elm 13 7997 521 Bur Oak 53 7962 493 Cedar Elm 4.5 8148 430 Ash 6 8105 439 Cedar Elm 9 8085 588 Ash 4 8016 411 Cedar Elm 5 7981 518 Cedar Elm 3.5 7961 404 Cedar Elm 12 8147 423 Ash 10 8104 441 Cedar Elm 7.5 8084 587 Ash 5.5 8015 470 Cedar Elm 5 7980 516 Cedar Elm 3 7960 497 Cedar Elm 4 8146 428 Cedar Elm 7.25 810J 455 Cedar Elm 11.5 808J 586 Ash 4.5 8014 409 Cedar Elm 13.5 7979 575 Cedar Elm 3 7959 498 Cedar Elm 3 8145 427 American Elm 5.5 8102 457 Ash 7 8082 585 Ash 10 8013 408 Cedar Elm 8.5 7978 574 Cedar Elm 4 7958 499 Cedar Elm 6 8144 426 American Elm 7.5 8107 456 Cedar Elm 7J.5 8OJ9 466 Cedar Elm 14.25 8012 407 Ash 3.5 7977 513 Cedar Elm 4.25 7957 500 Cedar Elm 6 8143 425 Cedar Elm 5 8100 45B Cedar Elm 4.5 8038 467 Cedar Elm 6 8011 406 Cedar Elm 19.25 7976 571 Cedar Elm 12 7956 501 Cedar Elm 4 8142 424 American Elm 12 8099 459 Cedar Elm 8 8033 469 Cedar Elm 8 5010 405 Cedar Elm 6.5 7975 509 Cedar Elm 9 7955 40J Cedar Elm 7 8141 421 Cedar Elm 4 8098 460 Ash 7.5 8032 468 Ash 8.5 8009 491 Cedar Elm it 7974 510 Cedar Elm 8 8140 420 Cedar Elm 4 8097 461 Ash 9 8031 419 American Elm 4.5 8008 488 Cedar Elm 11 7973 508 Cedar Elm 6.5 8139 512 Cedar Elm 7 8096 465 Cedar Elm 14 8030 418 Cedar 4 8007 489 Cedar Elm 3.5 7972 507 Cedar Elm 14 8115 454 Cedar Elm 7 8095 463 Cedar Elm 7 8029 414 Cedar Elm 7 8006 490 Cedar Elm 7.5 7971 504 Cedar Elm 8 8114 442 American Elm 12 8094 464 Cedar Elm 3.5 8028 415 Cedar Elm 9 8005 487 Cedar Elm 3.5 7970 503 Cedar Elm 7.5 8113 433 American Elm 12 8093 592 Ash 4 8027 416 Honey Locust 3.5 5004 466 Cedar Elm 8.5 7969 502 Cedar Elm 21.25 8172 432 Cedar Elm 14 8092 591 Cedar Elm 3.5 5026 470 Cedar Elm 12 8003 485 Cedar Elm 71.5 7968 505 Cedar Elm 3.5 Bill 434 Cedar Elm 4.5 8091 593 ASH 4 8023 478 Cedar Elm 7 8002 484 Cedar Elm 5.5 7967 506 Cedar Elm 8 8110 435 Cedar Elm 3.5 8090 590 Cedar Elm 5 8022 477 Cedar Elm 9.5 8001 483 Cedar Elm 6.5 7966 496 Cedar Elm 9 TREES TO BE REMOVED POINT/ TAG/COMMON NAME DIAMETER 8136 578 American Elm 3 8116 453 Cedar Elm 10 8061 556 American Elm 3.5 8036 474 Cedar Elm 8 8135 569 American Elm 4.5 8081 582 American Elm 8 8060 555 American Elm 7 8035 473 Cedar Elm 17 8134 574 Cedar Elm 3.5 8080 567 Cedar Elm 3 8059 554 American Elm 8.75 8034 472 Cedar Elm 14.5 8133 573 American Elm 11 8079 566 Cedar Elm 8 8058 579 Cedar Elm 9.5 8024 526 Cedar Elm 5 8132 570 American Elm 6 8078 565 Cedar Elm 5.5 8057 580 American Elm 5.5 8021 476 Cedar Elm 8 8131 572 American Elm 4.5 8077 564 Cedar Elm 7.5 8056 581 American Elm 4 7996 522 Cedar Elm 4 - 8130 571 American Elm 3.5 8075 563 Cedar Elm 4 8053 546 American Elm 29 7995 533 Cedar Elm 3 8129 577 Cedar Elm 8.5 8074 557 American Elm 5.5 8052 545 American Elm 18 7994 532 Ash 6.5 8128 575 Cedar Elm 10.5 8073 558 American Elm 8 8051 544 American Elm 29.5 7993 523 Ash 4 N 8127 576 Cedar Elm 9.5 8072 568 American Elm 7.5 8050 547 American Elm 5.5 7992 524 Ash 5.75 8126 450 American Elm 13 8071 559 American Elm 3.5 8049 543 Cedar Elm 8 7991 525 Ash 4 8125 449 Cedar Elm 5 8070 560 Ash 5.5 8048 542 Cedar Elm 16 7990 527 Cedar Elm 3.5 NOT FOR CONSTRUCTION 8124 448 Cedar Elm 10 8069 561 Ash 3.5 8047 537 Cedar Elm 8 7989 525 Cedar Elm 4.5 t 812J 447 Cedar Elm 8 8068 562 American Elm 5 8046 539 Cedar Elm 6 7988 529 Ash 4 F a8122 446 Cedar Elm 6 8067 548 Cedar Elm 6 8045 541 Cedar Elm 17.5 7987 SJO Ash 3.5 8121 445 Cedar Elm 4 8066 550 American Elm 10 8044 538 Cedar Elm 5.5 7986 531 Ash 6.5 W � ^ 0 8120 444 Cedar Elm 9.5 8065 549 American Elm 4.5 8043 540 Cedar Elm 10 7985 534 American Elm 4 8119 451 Cedar Elm 9.5 8064 552 American Elm 3.5 8041 536 American Elm 19 7984 520 Bur Oak 26 NT'g7.?aT6 }P� R OFS 8118 452 Cedar Elm 5.5 8063 551 American Elm 4 8040 535 American Elm 27 7983 519 Mulberry 6.5 06/06/19 8117 443 American Elm 10 8062 553 Cedar Elm 5 8037 471 Cedar Elm 9 7982 517 Ash 5 F;rm Reg slmtion N.�F-761 5 REVISIONS NO. DESCRIPTION DATE BY 1 CUP SUBMITTAL 05/03/19 I J I- CUP SUBMITTAL CO CASE NAME:SEVER t E CROS CS SILVERLAKE CROSSINGS a o CASE NUMBER:W_ Nw i .11r a GRAPEVINE,TEXAS LOCATION:A U c� MAYOR SECRETARY Z HOTEL EXPANSION CID DATE-- OFFSITE TREE LIST C) PLANNING AND ZONING COMMISSION U W Y DATE: cHNRNAN HUITT ZOL[ARS W SHEEP: 22 OF 33 J Huitt-Zoltan,Inc. Engineering/Architecture U o 500 W.7th St. Ste.300 Fort Worth,Teas 76102 �- APPROVAL DOES NOT AOTHORIZE ANY WORK N IN CONFLICT WRH ANY CODES OR Phone(817)335-3000 Fox(817)335-1025 ORDINANCES. m o DESIGNED: SCALE DATE SHEET DEPARTMENT Of OEVELOPNENT SERVICES DRAWN: AS SHOWN 06/03/2019 22 OF 33 Z Cr Cr p/ S '.�.v�c.� 4.. 111'-O 3'4'F4CE C.5F_A:H11 Q — -.-- i'— 8 FACE o o AT di: . - 7' lr• 17-8'� 7-8 I!i' ."-8I?' C'8 C'-8 -4 L'J" 118 / 8 3/8'a'-1: - 1-8 L'-8l^.' 2'-814" 11.5' \K'a -_— �.. t I .8 '2'' :2 I I 1 m J IF'REF'JNCTION AREL - lOs'.I) C '4 7, j I lF 1� _ -�� `h�� 114 i8"r J.I 3:8' S�ti /3-i 518" : I , II L� `69 8-1.' 15 - - F I -- -- -- m ^iEET NG ROO':'^y _ _ _ _ 1 _ I t S 1 - i.. T t k i _— -s —ram -- — I _ 1 m >�. ct s�. wH Win.# L - y �i—� = -- --- - 'L f a .iEXJI aCCCJ ol, OFrICE •-� ---- ---------- / PRE=r_^ IAA. - - ' _ r F, c .� =...._ - � -)-- AGE U pA7R<AR �J w ^ 9RU 1 cTING RO;.-1".12, �....... ) I STOR!CoE �,, -rITNE55.CENTS ( !7 ��- ... •�j apt-e� -.. _. _ M 'S.. r�' _I DiNIN,..� '—i_. _ `5, ,. ) -- _�1, „ 5, _ — - ... r_l}I Lid ,�'-' T - ,. I. ,. ,,_ ,, - _.... STOR. F Eb .1 � � .-'ti.1�.� a' € -._ I ... oKRI� _ l L_1? r�_� � � "J ._�, -t._. -)..� _, :. ;Y ... ?J 4 tom:..:'- T T. _T; ,j, — ___ , .. 1 I 9TOR i '! + C RR r 5T0.;, ESE H::. �'-f:41'r_. _L_ECTRICA i'~ fi (I( - ]I ...._.:. -....... ...—_ ._� II ......... .... .,' - .._ I__ ...e -- I !� _ / .._ .. I ° 1� m 1f - - ° � Ei-!rLOYEE -li .R, ;!N �. .._.I jAIR 7 �_M LA ' l_1 I is -41 C 1, 7,.� - U — TE ` C3: ;. �C I ........ �— - C'=NEh ":: _ — _ _" TEkI"t:NATI00N I �'� �'-{- —— ROOT'": 'Lit— . IuEN ORAGE - - -I .�I i al '-.....-..... .......... .... .. ...... .. _... - I+: ry _ i , , =1 F;Lvi_ r DATE By rI ___ ____-_.. .....................r_.........._......................_...._...... i I- CUP HOTEL EXPANSION SUBMITTAL -� .WfE: '-'i `S 7 ALL 5?EA<ER5 WALL FACE A AY FR91,FNY COVIGUM5 0- Z,T FES.DEMI4L ZGNING DI5TR:GT5. 111 j CASE NAM:: F= Si LOCATION: n. U MAYOR SECRETAP.Y HOTEL EXPANSION Z DATE: FLOOR PLAN 01 In o; PLANNING AND zoN:Yl COMMIssION wn Er rTs crs O n U GROUND MLOOR PLAN CFN.IRMTN II Y snEET: 23_oF._33._ :> 0 1 RCCf'15 CALL Huitt-Zollon.Inc. Enyineeriny/Architecture J 1 c15YD'E- ?KJk.H 500 W. 7th St. Ste.300 Fort Worth,Tezos 76102 (n a 5..MEG".K ROCS S A1'i 40VAL DOESNOT UrH-R ZE At Y WGRk N� OT..L F:2&,39 N CON t< I,H ANY CJOE !iH. Phone(817)335-3000 Fez(817)335-1025 `9 0 nc<I:,NEC: :DATE SHE,.T A �. ......... .. CEPARTMEN. OF OEVE'_O�sAiNT=E"llC'"s Lr'CCE:,KED: ........... .................. ........... ..........- ............................ VJ 2V-V FACE C�52�.AEAT�.%, 7 I:'-8 1, 7-a 1'. 2-6 1-;' 12.8 n 1'-8 1-" 125 2 112 12'.8 IT 'D (e) 4 5,8,, 42 _�b la. ............... .........I ....... .....-................ .................................... .............................. q E4Y IL QZEN N EN =EEN fQUE�lv QUEEN QU�EN.l 02ULEP. OUEEW WT:E 7 _j QUEEN;! _N lit ITr_',+�� , i� ( � '� .:�14...�', rli _ �' � { _ `\� I I �,,. -L I, r ,� I � A� �I' ` .'I i � .............. F�c FE :)OR Pry j! 7� + • 2 STAIR- . QUEEN ENJ EN= l -gaI EN E4 , KING A EN , E... ENk 1 DN =L LINEN 4- p r 5TAIDAFE 51 �" 5 5 5,8, 5 5.,a- 55'8 w eo A s is T is ............ .................... R__VISICAS ...................................... NO. By o. ............................................ Y CUP HOTEL EXPANSION SUBMITTAL w CASE NAME: (SE NUMBER' 00 LOO-ATICN Z3 MAYOR SECRETnTY Jtl 0' 0 HOTEL EXPANSION 'DATE: cn FLOOR PLAN 02 DO PLANNING AND 20-11S CnWSS.014 0 All-T—TI EWE: HUITT-ZOLLARS S-EET�24 O,_33._ uj RI•OCR P A' Engineering/A,ch itect- 332 -0' APPROVAL DOES NOT M—RZE A:qy 4CRK 500 W. 7th St. St,300 Fart Worth,T..�,76102 co -Fo,,LTl5 X.5=LQPR$-,TOTZL_QF_l5Q_s2P!l_5 GALL CD,1J111 W-11 Alv D4 Phone(817)335-3000 Fax(817)335-1025 16,44P,5F,.PER F�OOR NOR-A ORDA—CES. SC A L', JA Tt PLL, Dulmd.Ell Of�EVELOFW'li SERACLS A'S SHOWN 0�/*x/iq 24 OF 33 CHECKED: .......... ........... U Z Tn K O N f- F-- S ROOF TOP INR -SEE tflSFIANICN. ELEVATOR PENIIROU6E FRE-•T SHm ALUM11,121 COPiYa-EFS-COLOR 2 �l O. d e •Cl� -d !••^I � rN6 Lf91� Ilal Y 1 Y Y r TD_ A711. b'-3'AF PREN�ISLff7 A.U90R ( I COPNG-EFfrC0.0R-s_-- TD.PARAPET —_ I Z r + -D.ROOF DEGi1 +85'•ID'AfF 4�S 8. METALLIC Eft-COLOR I t O I O EFS-COLOR 3 i-O.. - +-l. &TN FLOOR QAVFACTUFED I DECORATIVE PREFT.I5HED r55'-G'AFF. STOW VE?* -MATCH EXI6TTG ALLMNMI SU6114DE BE"Or1D •_-_ - _ I__ r A WTEL — - ALUFINIM WNDdU aA UTH PRAC LONER i QLLY 51H ROOK r 9 EF8-COLORS i EP5-COLOR3 P• i ATN BOOR � � " � � MANFACTIIR£D STONE L III VENEER-MATCH I °-© EMTIM HOTEL p SRO 1 1 I t i FLOOR pjyy 1 •75'-10'AFF.Yi �... r® —ACCESS LADDER O -SEE DTL WA2S W- # L1Eafi E�Ev>�tION - P4RTIA= C SCAE: 3i�2'°I'$ 1 - CTI MEETING ROOM N MEETING ROOM R ! MEETNG RCO"3 � s FIN15H MATERIAL AREA CA_CUL AT ION: U)E5TELEVAT ON _ _- 0'-0'AFF. T'ATERAL WINDOUS AND DOORS EIF5 STGNE VENEER TOTAL AREA SQUARE FOOTAGE 151 SF 4,D4 SF 31 5F 4,81 SF AREA PERCENTAGE 3% 136% 1% IEO% WEST ELEyAT I ON " <EY LEGENd F NISH$GH=DUCE NOTES k_ lA l wNDCYI KEY(SEE SI-EE AS3) I. PRAc GRILLE-PR EFNISHED-C MATCH LIIDOW FRAME FPSD AAO c tYg:.y y 4 t ^ 2. PRAC GRILLE IS MTEGRA`TO UNDOW R.'N'1E •� 1 `= I Dl OCR KEY(55E SIEEr ASD \- . KYNAR SW aN 614 TO MATO-AG.A;ENT&MAC_ I:AO S(SEECT G KEN W LOCATED•STOIE Y3ET PANT-C MATC Y 4. P SHEETM ` WR@O STOREFRPTFRN'E F LOCATED•E1F 5,PANT TO MATCH A7'-•..E!s�' ..'e3 hDIC4TES HE G-0 ADJACENT IW1LL 911�A:F. AELYE F NISH FLOOR(GRD.FLR) ?� .a EXTERIOR FINISH ScHC%iLE I'_ —___--- REVISIONS N0. DESCRtPT10N DATE 8" J BUI_DW.ELEMENT MATERIAL °NISH COLOR 9.L.D W.5CR7 VARES Y4R E5 SEE C-RAP-IIC SO-EDULEORERIOR FIN MD( m x LINDOJKa 1 S"CREFR:NTS ALLMNItt PRE-FN. DARK 5RONZE 7 " HVAYCGRILLES ALIt1N111 PRE-FIN DARKSRONZE CUP HOTEL EXPANSION SUBMITTAL z CELOY AT!N-RIES RIPS FNE =OR: PEC6ANCAL LOLNERE 4LUiNVT PRE-FM CUSTOM COLOR TO MAT'014 ADJACEW SUWACE a HDuoWrg-a_Doan RALGIUMETAL PANT ru5ron iCLOR to r4r_H 4DJ4catt 9UffACE COPW..EXP05ED RA54WY ALI!'lIN!'1 Fw-FIN. OJSTOM fOLOR TO rAMW ADJ4C3iT SIBRFACE mwit INCE CROSSINGS � C.i.E NUMBERX11 -_ rn CL GRAPHIIG SCHEDULE ccaTxN x�n�R at.� v _ s.,.fir..o w.x... STONE VENEER EIFS COLOR 2 NaoR sE RE Ar w CO-OR•F. GOSADSTCNE ❑ HOTEL EXPANSION z CO-OR PAG084 SPRNGS 5Y EIF5 FNISFI:°J470t- WE: i E_DORAD05-ONE COLOR SHEFmN WLLLAM -1011 ELEVATION 01 fn NATRAL CHCNCE aw.Nc nvc zowwa cc•NNISSICH A•cx1—cTs a0, MANIFACTDRER:MASTER WA-L NC f V h1S C_CI_OR_I ❑ EIFS COLOR 3 - 11" — �,1TK�J`C) w ' COLEFS, R--R NSWIED NI KEL SAND Lo EFL FNISIL SMOOTti WE: 25 33 •�� i •�ia�'�]--,J!� >•x v Ir COLOR POLISHED NICKEL COLOR:SHERJIN WLLIAMS'b15 w MANLFACTJR=R MASTER WALL INC. TOTALLY TAN LE': or_ MANIFALNRIER:MASTER U14-L NC. HU4tt-Zo111,Iac. ID,i—rirg/Archit-ture -DOES NO'A'JT Oi1ZC ANY YiOR< 500 W.7Rh 5t. Ste.3C0 Fort Wnrth,Term 7610E VO a JVFLICi W^ N."CODES DR Ph—(817)335-3000 Fax(817)335-1025 CONFIRM E FS COLORS MATCH WITH ORD.;avcES I IGNI I:: 'O EXISTIW CONSTRICTION DRAWN: AS HOWN 05/30/-9 25,)F 33 ]EVELOf'MENT SF.RNCE:, < cI1 O Z_ (C O N DECCRATIVE FRE:iN15FED I ALUMINUM"SHAPE P EFN15HED ALUMINUM BU'LDUG MOUNTED Sr-NAGS CCPNG-EIFb-CO CR 2 MANUFACTURED STOM (OZOD iURNI5fED AND = METALLIC EFS-COLOR I VENEER-MATCH NSTAL-ED BY OUER'S SICK EXIb-NG HOTEL COMPANY.G.C.TO PR7ACE ROOF TOP,JJi EU S-COLOR 2 BLOCICNG t POUER AS -SEE MECHANICAL METALLIC EFS-COLOR REWIRED PF.UNISHED AWMNUM ELEVATOR pwNISHED ALLIINU'M CCPNCe-EFS-COLOR 2 EFS-COAIe 3 COPNG-°F5C101.2 EFb-COLOR 3 1 e,l�i 7e l 7~ -T• �75; 7�� V T �T� �T� � �1 5,l \ �f 7 'f/yTA.PARAPET•C' _ 7 f / Y F1iEFN-E ALU7N1'M \ I �I •16'-3'AFF. '.i/ COPING-EFS-COLOR 1 f {- Ti •B. ,�� .l3'-0•AFF.? `'I ,jLr '� (('Tf j��)T�5` —Eft-CO_OR 2 db•-9�AFF. , l`::9, 0 l� L�M,1 Le L.1 L ''T' ALU NUM 0CCW WRH PTAC UNIT - nf r - ° ' ROOF TO'WR a ' -FEE MECHANICAL - -- ---. - 114 FLOM .55'-M0•AFF. i _..._ DECORATIVE PWNISVED ELIFMNITM W.51iADE e I 5n+ a0e - . MET.i.LL`EF6-COLOR I I 'e J 4TH ROR2 -- -•- - El_ F COLOR 2 SM-S'ALV'14t1 — _ - g, � -r-T---� - - - p I GWUNJ FLOOR ANODO D ALUMKJI AND Ma`:IFaCTURED STONE ANODIs1EFJ ALUMIWM MAVFACTUIffD 97d:E GL.465 STO�R VENEER-MATCH GND S. G_65b CANTILEVERED Ft7RTE CCGIERE- -I'IATCN Ex 5T14 HOTEL STCREFRONR METALLIC EFS-COLOR 1 IXSTNG ND "ALL AND CIL ALCM Hll ATO EPROM STOR:FTd7NT FIN ISH MATERI AL AREA CA-CULATION: NORTHELEvAT ION C.WLEVERED AUNNG-METALLIC Eft-COLOR I N®R 1•'} m� �R�l��®V MATERIAL LNDOUS AND DOORS ER STONE VENEER TOTAL AREA SWARE FOOTAGE 5,1125 5F 1361 SF 4,4035 SF P,455 SF n AREA PERCENTAGE 33MG - 42% - - 25% W% k KEY LEGEND FIN SH"SCHEDULE NOTES UNOCIU KEY(SEE 5WE-7 AS3: I. PTAC GRILLE-FREFNISHED TO MATCH WKDOW FRAME I ^ P7AG GRILLE LS INREGRAL TO UIFLDOU Hl A) COOR KET!SEE S-EET AW) �- 3. KYN AR 50C FM84 TO M4T04 ADJACENT SURFACE ST'+?c1Tl: Nj6 I;AmID SECT ON KEY A. F LOCATED STONE VENEER'A1NT TO MATCH �• (`'�bR - ODE �`J UUNOCIWOREFROT FRPPE,F,OCATED a EJJKS,PAN"TO MATCH NDIC:ATES NEICiIT ADJACEN'UAL`L S.RFACE. ABOVE FN16H F_OCR(GRD.FLRJ NC EXTERIOR FiNSi- SC-IE®ULE - - - - -- ' 'vU JE�LRIFTIUN DgrE d" BUILDING ELEMENT MATERIAL F11,1151-- CO-OR ----- ------- -- BUILDING 6" VARES VARES SEE 3RAFHI C SOED'JLZ&XTBbOR FK R`DD( 7 ' UNDCus1STOREFRONTS ALIMNUM FSE'k D4WBR04M CUP HOTEL EXPANSION SUBMITTAL z HVA/C GRILLES ALUMNU M F'FE-=IN DARK 5WICE g CEILI16 AT ENTRIES EFS Fie COLOR CL MECHA'.IC:A.LOUVERS AL VNUM F FM-NFL CUSTOM COLOR TO MATCH ADJACENT SURFACE NOL_OW MEAL DOORS HOLLOW META_ PANT OISTOM COLOR TO MATCH FA ADJACENT SU Z WPM EXPOSED 0.ASWW, AL-MNUM Fill-�Fl O13TCM C TLGR TO MA704 ADJACENT SUFA-E C4`_E wt C:vLVIIt Lu(c cROSw+cs CAE VV`:5E?.CV_-- On LCC4TIDN wow•fA etv a CL - -.l ill atQM Yru W¢� b GRAPHIC SCHEDULE U w STONE VENEER E F5 COLOR 2 wYOF sEa E :- On z HOTEL EXPANSION PATTEl3J:STACKED STONE DATE: i CO-OR PAGOSAe�FyS3Y EIFSFNI51-:: YJOTH ELEVATION 02 EL DORADC STONE COLOR:SI-ERUN UALLIAMS'1011 PLANNWC AND ZONING COMMISSION •eCXIT[cif � NATURAL C-010E MANI FACTUl t'ASTER UWLL NC U EIFS COLOR I E F5 COLOR 3 1:1E F5-1NICA-J:METALTEX FML SAN7 Ira ❑ EftFIN 5++:SMOOTH DATE: 1 1 vl l W COLOR PO-I%ED NCKEL COLOR SFF_RUN WMLLWMS 505 s-+Ec-:26 or 33 MAN.FACTLRER MASTER LIALL INC. TOTALLY TON Nuitt-Rol ore.Inc. Engineervg/Architecture MAI,FACTUI F MASTER WALL NC. W W.7Mh St. Ste.3C0 FnH Werth,Tenor 76109 AI"ROdAL DOTS NOT AVT'Oi12E ANY WORT N a 'N CONrLKT N''UI MY CODES O4 Phone(B17)335-3000 FaK(817)335-1025 i DPD" CES _ N m •CONFIR"1 IF5 COLORS MATCH J ITH CO EX 9TIKa N5TRI1CTI0A i'I I_ E _ EFP.'u:-ueH c: 3FVFLnruew-sFRmcLs CH CKEp: AS SHOW, C5i 3CJ'9 26 OF 33 c z Z co d J J N f- ELEVATOR PENTHOUSE ~ S ROOF TOP WIT PR94MNED ALIMNN METALLIC EIFS-COLOR PFEFNISHED ALLM MH —ALL "UNDOW -SEE MECHANICAL MECHANICAL COP -EF 6-00.01R 2 arm . EiFS-COLOR 7 LITF PTAC MY i n � I � �i �i �7a. '7s� 70. 0. �Jo �� J `JrT7r CR 7J 5 L � J 'r / •lb'�D'AFF� I EIF6 EIF . DR3-� TD.PARAPET'gl --- ! i TD.PARAPET F j EE'-E'AFF. T METALLIC EFS-COLOR I - I I , TO.Moo' - ROOF TOF.AIi•6S 10"AFF .S 9 I '-'�-. I _ ___ I" -SEE ME�IANICAL 9 _._- 1. .555'-10'AFF. my C XOR I J ,•.. _____ -... .__ ._ - -__ -__ I -1 I�J L METALLIC Eft ` ''F9 HIS 11 777 _ _ i a— _ -- _-I _ 4-H R.00R �ACCESS LADDER ., _ I 35 / -SEE D'L 20/A18 - p __. I 9 4 3 FLOOR ___ - 1 .5-10 AFF 9 fi I 1 E MANIFACILRED 5701E vE1EER.MA7CN M'ECHAI'1'U1 LdIK_R EY,ISTPG HOTEL HO.1CW META`DCGR HOLLOVI M=fAL DOOR LJICOI',J�ALII'lIN1Y -6EE MELN1M11GAL I5TOFEFFCW HDLL�WMEALDDDR dOUTH ELEVATION MECHANICAL LOUVER SCALE: 3m..I'-0' -SEE`IECHANI:_% MANFACTURED STaE VENEER-MATCH EXIBT6.HOTEL = 1NI5H MATERIAL AREA CALCIILAT ON: SOU'H ELEVATION MATERIAL WNDOSG AND DOORS EIFS STONE VENEER TOTAL AREA SQUARE FOOTAGE 3102 SF 11)20 5' 115E 5F Il)10 6- AREA PERCENTAC-E 23% IT% IW% k K€1' LEGEND FINISH 5CHEDU_E NOTES ❑A WNDOL'KEY'SEE SHEET AS3) I. PILL GRILLE.F SEFNISHED 10 MATCH 11ROM FRAME L AqO Z PILL GRILLE 15 INTEGRAL TO WNDOM 9tA,"E j O DOOR KEY(SEE F%EE'AS.) S 3 KYNAR W FNISH TO MATCH ADJACENT WWALE D 9EC1ION 1mY (SEE SHEET MRC WIDE OF KEY: 4. IF LOCATED-5TON=vENEER,PANT TO MATSW UAtDOUY5T0REFr0W FRAME.IF LOCATED•E.IRS,PAINT TO MATCH �• A RDCATES X'"T AJJACET.T WALL 5UWACE. A90 �r£FN FLOOR(GRD.4RJ _ y� F� {� ,�g��I REVISIONS E E1ZOR i�NI�N d�✓T`1 �U�� NG._i - JESIRIPTIOM JDATE B`" BUILDIIs ELEI"ENT MATERIAL FIN sN COLCR �- BELONG SKN VARIES vARES SEE GRAPHIC SCdEDULE!EK-ERIOR 9N.NDEX In 0000 t STORE=20.75 dLUMRlF1 PRE-FN. DARK SRJIYZE 7 X HVA'CGRILLES A UM6 R111 PRE-FK DARK3 ONZE CUP HOTEL EXPANSION SUBMITTAL Z C-ICING AT ENTRIES EFS FINE COLOR 2 CAL LOWERS ALUMMf7 PRE-FN. CJSTOM COLOR TO MATCH M2JACB.T SUFdALE _.__ __ - HOLLOU METAL COOR> Na7 LP1'METAL PAINT LJ6TOMI GO_OR tO MATCH 4DJACB•T 5Uf8Ag W C IM143,EXP05ED FL49HRC- ALUMNf" P�-FN LJSTOM COAR TD MA.tGN ADlACE1.7 9Uf�ACE C✓.E NAM':MwI,W(E CROSSINGS h CAE UVSER:GU--_ (O LOCATKIN a.i°y�a&W oa'w Mai¢R N d CTRAPHIG SCF EDUCE U STONE VENEER EIFS COLOR 2 —OR SECRE aR al u COLOR.PAGC$TACKEVS STONE Z HOTEL EXPANSION COLOR.PAGOSA SPRI\CfS E" CO-OR N19FF SMOOTH DArE, ELEVATION S I co_cR sR n uEulals�On v) EL DORADO STONE NASAL CHOICE PLANNING AND 20NINi COMM15SOH U MAMFACTURER:MASTER WALL W_ U =IFS COLOR I ❑ EIFS COLOR 3 A,wAN �� �n�_�r T ' o EIFS FUSH:METALTEX FI!,E BAND 10 EIP5 FINISH:SMOOTH DATE: !1 �!//mil(../\/ L './_"�`ill�"J`iJ�\ COLOR:POLISHED\ICKEL CO-OR SWMIN WILLIAMS%ITS tu HANUFAGTI✓i£R MASTER WALL M. TOTALLT TAN S+EE-:27 07—_ W MAMFACTURER MASTER WALL INC. Nuitt-ZOI are,Ina Engt-lasnrg/ArcnlLcture AI"ROJAL DO'S NOT FJ^ WORS .50 W.7th St. Ste.3110 Fort Worth,Te 76107 N a N CONFLICT tN-T AN"CODES JP Phone(817)335-3000 FAz(817)375-1025 mo i m ofic aA�tEs. I;'.- -- _`iCA I ._. .AII__-.--.. •COFFIRI En CCLOR5 MATCH UTH RAAN. g EXIS-ING C.ONSTRIICTION OERAtil1,t[N- C- >F�F LOf'MEN-SERNCES ICHtCKED: AS C H0\4\ 05i}OJ'9 Z7 OF33 0 • U Z [Y O N H S -NEFAVl$FED ALJMN.M —ROOF TOP J11T COPCY.a-{REF -COLOR 2 -SE=I'ECNMIICAL c v YGl`, J�TD.PARAPET'C• T }' 1 Y 7 -T mr TD.4 PeQa=Er'i5' � , T A' TD.ROOF DECK .65'-W AFF. r ; I"E'ALLIC E'FS-COLOR' e I 111} e� ELEVATOR FEIT.U." I1 DTHFI'AFAOR r �.55'-IEF Tt' DECOfiAT vE PREfLN9tED .I AL&IMM LLLswADE BEYOND 9 j-O. 5TN FLOOR I f - .A5'-IE•AFF. - ALUM"WHOM r ( f IUTN-TAC LOWER f ONLY s 4TH FLOOR - : F P5'40'AFF. MAN.FACTLI®STONE t? 'VENEER-MATCH � CANTILEVERED PoRTE COGFRE- EXISTF.G HOTEL �YETALLIC EIFS-COLOR I OOR eI 4 o F•RETNI^ DALUMMIA• __- - COPNG-EF?-COLOR 3 FW FLOOR 1 I I -------------------------------1 C 5'•Lff AFF. --ACT-------------T-r------- J I I I I I I I I I I I t I 1 I I I I ..__.._. .�.- AVOD=ALJINWI— MECHANICAL LOIJ R MMBFACTIW_7 STONE F NISH MATERIA_ AREA CALCULATICN: EAST ELEVA-ION STTREF�T "�" AI`� EXIISTMWOTER TEL EAST E41VIATION MATERIAL WINDOIG At.-CCYJFs EFS STOMP VENEER TOTAL AREA SMARE FOO-AGE 4S:SF 51,35,SF W44 SF 1.100 SF AREA-ERCENTAGE bA 13t 65t L00k k KEY LEGEND =MISH SCHEDULE NOES O JhCOWIEY 7SEE SWEET 4931 I. PTAC GRILLE-PREFII LFED TO I"ATCN UNDCW FRAME 2. PTAC GRILLE IS NTEGRAL TO WHDOW FRAME (A DOOR KEY fSEE SHEET AW; 3. "iAR 5CO FNISH-O MATCH 4DJ4CENT SMACE IiAOID SECTION tm'" 4 F LCICA-D•STONE VENEER,PAINT TO YATCH eem SEET NM.INSIDE OF ICEr WNDC"TOREARAIT at1ME IF LOCATED•EIFS,PANT TO I-AT07 MtCATEE,EGHT ADJA..EVT IIIA1 SUC�ACE. ABOVE FIN SH FLOOR(GRD.°_RJ v ® p �+u G//+c1� �aI _ RFJiSON_ J EXTER OR F ��eH 5VI- ;UL® 'd:, :)ES(RIP TION DATE '—_ 5JIL::1NG EL ET'ENT MATERIAL FINISH COLOR LDl•G S<IV VARIES vAREs SEE CitAF'H:C 5CAEIXLEAD(TERIOR FIX INDEX 1111,00113 q STOREPROdTS Al-jINM PRE-FN, DARK BRON- SAC GRLLES ALU MJ1 PRE-FIN. DARG SRON CUP HOTEL EXPANSION SUBMITTAL sZQ :EILM AT EWWS EIFS FINE COLOR 2 J IECAAN'CAL LOUVERS AUIMNM PRE-FIK Cu5TGM COLOR To MATCH ADJACENT SWWAC2 a 4CLLCW META_DOORS HOLLCC`Wr4L PANT CUSTOM COLOR TO MACH ADJACENT SURFACE _ - - UJ Y<�'�.SILVER LAKE CROSSINGS h EXPOSED FLA9N4:K ALU'14tf7 F'�-FN CUSTOM COLOR TO MA-CH ADJ,I.EV7 SUf�4CE 0C Vu`.'3`'I — CA LGcanon 1pwF'a i'°den'n"`w a_ a ig GRAPHIC SCI-EDULE STONE VENEER EIFS COLOR 2 NaroR sErnE a- o' PA'TEWSTACICEDSTO�E ❑ HOTEL EXPANSION lv� COLOR:PAGCSA SPRIFGS BY EFS SHISH:SMOOTH oarE z EL DORADO STONE COLOR.S4ERLWN WILLIAYS•TOP agcNr*gcTs ELEVATION 04 N NATURAL CFbCE PLMN+NC AND ZGNINa CGMIJISSKIN K MANFACTURER:MASTER UALL INC U EIFS COLOR I EIFS COLOR 3 - — - -- - — --- 1 Ga�- ,_�,RM,.N I----IL_IITT—ZSJLI �RS f EFS FINIS-METALT=X FINE SAIL IID EIFS 9NISH.SMOOTH COLOR:POLISHED NUKE_ COLORS RUIN WILLIAT'S'6115 s,cr 28_G,- 33 UJ MANUFAC-URER MASER WALL INC. TOTALLY TAN Hunt-Zol arc.Inc- Engi—irg/Architecture :> MMLFACTURER MASTER UALL NC. 500 W.711,St. Siq.7C0 Fart 1YnMh,Texas 76702 aP�PC/a'_DOCc NOT AU''.OVZG ANx WCRI i ._0',,_ICT Dz Phone(817)335-3000 FaK(617)335-1025 c OPDI—Ei. 1 IC A8 1.1 - _ _-KA I :AI._. -- d;11 1 'CONFIRM=F5 COLORS MATC-+IU-H ^: 3 EXISTNC-COVST1ar_TICN CFPu INFPC 0. JevFLx`MENr SERVTCFS CHECKED: AS SHO\V% CSi_Gj"9 28 OF 33 0 ,l LEGEND: C7 Z OWNER: ———— PROPERTY LINE of SILVER LAKECROSSINGS OFFICES . I t "LION ..___... ------...-_....__.....,,_ �, t :Y_ -- A y FIREVEHI ULAR LANE FLOW THE BLUFFS AT G4APEYINE LOT tA],BLOCK ,Y.. jJ y,,... '� O PROPOSEDuwOUSE,OFRCE DEW HILTON ADDITION �� �*'� N EXISTING ZONING:COMMUMTYCOMMERf(AL r 1 LOT i � - "'M -- PROPOSED BUILDING ~ MASTER BITE DEVELOPMEM i J •.. - I O 1= SITE DATA LOT AREA 130;564m 2997 PROVIDED RMUIRED S 89'41'01"W 373.91' BUILDING HEIGHT(FT 72'.6' 5fY T PROVIDED REQUIRED PROPERTY LINE 91 ¢J t TO1..L OPEN SPACE(SF) 30,64590 391692C ��� }E!'^ �T �f (+'•fl,,. / (JU°�Mn.Required) 235'a 300! �' --�._. / 128 78,33840 Ij!TFFTBILOOuROTTISI.AAODT1LR I RN NG EOSOEKr FOOTPRINT GOTPRIkT 21, L39 (N tbE—d80%) 766% 800%OTALADERVIOUSREA(SF) 8.10 1N,I5120 (NoP6sa6%) 162% 80% __ _____—� 7 AREA RATIO IBULDINGLOI"SIZE) 0.162.1 - .. .. DUMPSTER& 0 roGROSS6UILDINGAREA(SF) B2;450 z SCREENED WALL TBULDINGAREA(SF) 70239 "i ENCLOSURE f Y A"f/ �FR0.NT YARD(FT) 25 25 _. j SIDE YARD(2)FT) 20 20 'REAR YARD("') .--- 30 30 SURFACE - - 181 z39•• �'P6` 41 _ _ R SU R5O' ! (7) (i SPACE 1300 SF NET) PLUSS PARKM,BLOCK iTtiE BLUFF$ATGRA�EMNE LOT IQ, �> / - L_; `61 ADDITION OFFSRE PPRKiNG tUTURE) 58 INTENOED TO AMEND PREVIOUSLYAPPROVEDPCC FORSILVER AKECROSSINGSOFFiCPS / - - •4 \ -� �'/.; �'J/ `,� ' Sq/�jF 8 j / PARKING REQUIREDAT S SPACES PUTS i SPACEPER300 SFNETBULDMGARFA -PARIONGFOR THE NEW STRUCTUREWILL REQUIRE 239 SPACES,THEAPPLICANT WILL PROVIDE 181 PARIDNGSPACES ON SITE WITH THE STIPULATION THAT 17,4395FOFOFFCESTRUCTURE •I i WILL REMAIN UNJCQ/PIED UNRL SUCH TIME THAT THE ADJACENT LOT WEST(LOTIA2,BLOCK/) IS DEVELOPED.THE APPLICANT PROPOSES THAT 58 SPACES ON THIS ACENT LOT WILL BE SHAREDWITHTHEOFACESTRUCTURE -f' �.1 �, ' / ^l \ %�/ L __ / /l /✓(( �` 6'SIDEWALK O y"__ ;} Ll\ •\�r / /! Ohl TYP. /' /,y� - fin / �•' `Hti� l / EX. GRAPEVINE /Dp •i�:�•../� ,�� �� `.•� � / PUBLIC TRAIL .f ADA PARKING STALLS TYP. •= 9 - -�\ N 42'20'13"E fiO1.45' i NEW OFFICE BUILDINGOFFICE BUILDMIG 7 /C\ 4 \ �. } '��bl.. `/ THE BLUFFS AT GRAPEVINE / LOT IA3, BLOCK 1 ...��� / \ `\ \\®•� �. \ % i �.;,,( ` ems. (2.997 AC) NOT FOR CONSTRUCTION. / \ 6 ADA PARKING S47A39'S0"E 275.0 poS `... _`, STALLS TYP. 0' 60 tf1;f S�lCEhSiOG��L�� V LL / SCALE: 1" = 30' N�Ifc z�l IA.�r F AAA R" f ton N..F-761 i /' QJ � � �\, \ /� PROPOSED DECEL LANE / i i / REVISIONS o / / THE BLUFFS AT GRAPEVINE �� - % /� NO. DESCRIPTION DATE i BY NI -. / LOT IA2, BLOCK i \� - i (4.33 AC) ,.PROPOSED f �;` 1 CUP SUBMITTAL 06/03/1 OFFICE SIGN /� f />` G \J / J CUP SUBMITTAL 1, U) RAISED CURB ISLAND TO PREVENT LEFT-OUT r / /' % N CASE M NS SILVERLAKE CROSSINGS r EXISTING Loanpw Il GRAPEVINE,TEXAS v DRIVEWAY MAYOR SECRETARY CD OFFICE BUILDING rn NOTES. DATE' SITE PLAN 0 o 1. ALL CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE OWNER: DEVELOPER: PLANNING AND ZONING COMMISSION U SILVERLAKE CROSSINGS NEWCREST IMAGE w PERIOD OF CONSTRUCTION. GRAPEVINE EQUITY PARTNERS, LLC 700 SH 121 BYP,.SUITE 175 a 1135 KINWEST PARKWAY, SUITE 150 LEWISVILLE TEXAS 75067 cHAIRNAN i i iii /^\ -+ 2. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE 1RVlNG, TEXAS 75063 CONTACT MEHUL PATEL DATE-- LOCATED L-JT 11� �! 1<� W UNDERGROUND. PHONE (214) 774-4650 PHONE (214) 744-4650 11 It 141111 `!/—1 -./1 > SHEET:?9 pF 33 J J. OFFICE ELEVATIONS HAVE CHANGED FROM THE PREVIOUS APPROVED CUP SUBMITTAL FAX: (214) 260-3724 FAX (214) 988 9006 Huilt-Zallgrs,Inc. Englneedng/Arcnfteot- CUIB-23. CONTACT: MEHUL PATEL CONTACT.' MEHUL PATEL. 500 w �7tn St se.300 Fort wo,tn,Texas 76102 EMAIL: mehul®nchi.net EMAIL: mehulpotel®newcrestimage.com APPROVAL DOES NOT AUTHORIZE ANY WORK N 4. REFER TO SHEET 3 FOR SITE DATA TABLE. IN CONFi1eORDF WCSY CODES OR Phone(F317)335-300D Far(917)335-1075 o DESIGNED: SCALE DATE SFIEE DEPARTMENT of DEVELOPMENT SERVICES OHECKED: AS SHOWN O6/03/2019 29 OF_33 i LAND�CIAX.,�R.., :- R PA--KING E C ARE. MIST E P F4 C FROM ABUTTINGR. R IF Nt rl ll RIGHTS ( WAY I l._t T 1 1 EAJEM NT AT R C.W. F.J 1 PA_ I- [ASCM-,dl 0 :-L r-:2Q4.ADJFCEI I.,.UFL>:IES F / �.PE_ FOP EV f< R C'RED 11 RE f'PO ICrC 21 PRO C Et R..; NCN-VEHicjLA N SPA E \ iC ED TO FEf,TJvE LAM1U'�C'AFIhC r:U7 CF TOTAL SITE 'RE D I. T I / - ... /•. \ { _\ \� / '� PF s.l CFO IN FRONT Yr,RJ -. ... c .ITE ARE u 90 S PFuel D 33 S Z. _ : �. RC �'RED 1 8. 5r A y \ \ '7 •� / R1 Rt JI EM rJS FOR NO VEH CUL4R r P.J SFF E OF S I E -P VEI'I JI AR ,PACE --.9.77 9r3 SF) / \ / , \ .:. ., �- � i TREE PER ,oDO S, OF NiN JFH.CULAP t P..:1 SPA,,-h "2 SITE Vlih '•" \ \,. �",/ LESS HAP 1 VF I AR PH F / -- / •,..,.\ �l- -�� _ / .\ i TR: PFR iOpC ,F O. NJPJ .F-I LULAR OP.N .,',AJF FOk .30% 49%VFhICMAN �PACF _4. �\ ° I TRc: PER 400C SF Or ON VFHCULAR OPEN SPACE FO. 4l/ OVER 50% .EHC.a.AR SPACE 4.89 PIE O'.RE', u TREES PROVIDED i-... P0, TREES f r \ i \ / _ - GROSS PARKING AREA INC LI IN, LRII <'.. PARKING AND )_Wnt KS i - r �S . LANDSCAPE 07 0'r � J TASLEl.PINO PONE TABLE •y 1 Czzl �€ 1 r a� E 1 I H". G . �r✓ REG -RED 1.3 R� � ` SITE FURNITURE /" .., i+ i� \ �/ / / -�,\ �• }}` (1) RE' FOR EVERY\4C0 SF OF N"ERIOR LANDSCAPE AREA Q REF R CASE NAME SILVER WCE CROSSINGS t ROVILE[. 25 PROPCSEL` CASE NUMBER Cu - L LOCATION-s N ,.>._.�:.,.�"�.`�s RFGuREJ/P?OVI)EU wtANIER ISLANDS EVERY 12 SPACES f,NJ A'. THE U TERMINU OF ROWS. ISLANDS MJST CJNAN (.) TREE. & BE WXt8' Z MAYOR SECRETARY , FFF SOREENBYOTHERS / "1 Jw ,( DATE: 1L_ Y`IPF F AREAS TO of IRR: 1Tr. WITH AN UN FRRROUN7 A;fL^,1 A.0 IRRIrA'10'i Y TEM WI H PAN S N R AND FR-FI COE.TR0 S. Q PLANNING AND ZONING COMMISSION IRRIGATION YSTEM Y/.LL. BE hA ER ErHc1EN EMPLOYING ORII' IRRIGf I,:`v 7 IN EE)FLEAS ANO WATER EFFICIENT LFNN SPRAY HEADS. CHAIRMAN 1( F=$G.-'..t'i} .. .J.., 'YG .%c, ////• DATE: SHEET:30 OF 33 �NIDSCy�. \�• � \ ,• j\ \ f `T` J �/ "�A`\/ MPR AN DOES NOT AUTHORIZE Y WORK r 4E �a Q INN C CONFLICT WNA ANY CODES OR ORDINANCES. lY �s 4 V] x DEPARTMENT OF DEVELOPMENT SERVICES qTF OF'C�t v PAVER ON CONCRETE / i- �(` 5/30/79 W �.�, REF OTL,CIVIL \ PLANT LEGEND REVISIONS NO. DESCRIPTION._..__ ......__ DATE BY C \ -\ \ •• 1/ '�, \ 7 ""'A / ;�`�%, J INDIAN HAWTHORN A_ 1ST CITY SUBML 11/02/78 fTTA F CHINESE PISTACHE TEXAS SAGE B 2NC CITY SUBMITTAL O1/OS/19 3 RAISED PLANTER _ C PAVING REVISIONS O5/30/19 \ O SEE OTL 7/LT.1 /' \ DWF VAUPON HOLLY O �'. \ �. \\ •9i \ f �/ ,/ / ../ Uv AUTUMN SAGE L.7 � _ HAMELN FOUNTAIN GtiA55 (..�.-. ���/ � .. ;/ � SILVERLAKE CROSSINGS a U CONCRETEWr ROCK SALT FINISH / _y � -- LIVE OAK L, MISCANTHus•ADAGIo• OFFICE BUILDING � f / ROSEMARY GRAPEVINE.TEXAS 0 - - �. SITE FURNITURE / z J DWF.WAX MYRTLE CEDAR ELM LIRIOPE OFFICE LANDSCAPE PLAN \ } � MONUMENT 8IGNAGE / ///u� (•� 0DWF.BURFORD HOLLY v - SEE ARCMITECT -�/ / C Z MISCANTHUS•GR.4CILLIMUS° LO \' \ �•'-• } -, ,'! / / (/\l--F/\/' TEXAS REDBUD �G r GIANT LIRIOPE HUI�_ a 0 7/ \ �{+�''py / " L E i• MEXICAN FEATHER GRASS cL L HRitl-Z.11..,Inc. Engineering/ArchitectVre CRAPEMYRTLE'NATCHEZ" 500 W.7th St. Ste.300 Fort Worth,Texas 76102 \ / \ sg[ ✓/ / " - PURPLE CONEFIOWER Phone(817)335-3000 Fax(817)335-1025 cn x SEASONAL COLOR DESIGNED:CBD SCALE DATE SHEEP U \ \� r%1 DRAWN: CBU L10 CHECKED: JBH i"=20' i 5/30/2019 x \ I PING PONG TABLE •� j� // ` / O TABLE B CHAIRS 30 OF33 T,. / LANDSCAPEN SPOT OTIN r - 11784 W rAtDERMOTT DR. V SUITE 110 L� A ALLEN,TEXAS 75D13 �! (469)3644448 CMRIS@STUDIOGREENSPOT COM � 4 / v I / \ ' It DWW 8URfRACJNCUY ' V • J�. PN50NOLOT9CRFFN DAM WAX MYRTLEIt V ,=� ADAMMAIDENORASS STREETTREES It 1 / xroC.µlcmweAl V 't �. CCiWECTTOYHE - � / 'RAR MONO HtYY 2M / UWDIF' / 9mEg TREES (gCNNESE PBTACHE / •/ \ / PURPLE CONERIAAERff EXISTNCTRAIL \ / V N U) cc W a z a C e / PLANTLEOEND 09 W a CNAESE JNSTACIIE ■Ywrt L LRKIPF f J U3 LIVE OK TREES ��Q , ■pryKMDIIYGRASS 390C / NE \ \ IO J[TO � caW€crTNNEOT OTNE TWALOAGINY28 ■PURPlE WROER CREEPER �.\ \ / FU Y=A / ■PURPLE[OIQ FLOIIIER f CWOLRpPE }/(J/// CASE NAME R:w LAKE GROSSING$ I \\ PINK NUFIY GRASS CASE ON:&:CD_= CREPE MYRTLE N ' F%t4iNGTfUR ) LOGTION:�iAR A�a.iaa'i,avq vA[oowo � ❑BERIIUM GRASM P CREPE MYRTLE / / \O J/ • AGAVE MAYOR SECRETARY • AOAGq IIADl91 GRAM DECORATIVE DATE: • uWAJA yUNFLSW NuILY `.ISSUE: ( WIINRGAVE 1 • DNARF WAX MYRTLE FORAPPROVAI MOi201S �. PLANNING AND ZONING COMMISSION RPRY[WC..A \ CILMRMAN Al DATE: CASE IYWE SILVER LAKE CR099Ri69 \ sNEEr: 31 of 33 CASF MINBER Cu_— \V B�'•� ,. LOCATION SILVER LAKE CROSUM \ sA ..� IN ONEFLICT NOT ANY RIZE ANY COD CODES -`.1.. ' ORDINANCES. MAYOR DATE: !� � / mm2D1a DEPARTMENT OF DEVELOPMENT SERVICES NOTFORCONSIRUCIION DATE.- SHEET NAME: gTR r C',j PLANNING KDZOWNGCOMISSY_W LANDSCAPE PLAN 01 LANDSCAPE PLAN �e = SHEET NUMBER: $CALL I'-IOV CIWAIAN \ r\ /. 7 42 DATE \ t a 20 a • "9TF OF ZE AA73WALDOESNO-AUfIgRQLARYWORK L.1 m OR 701E IN CONR WI JCT WITH MY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 31 OF33 1"-'.ED BEDS ^�/�-•✓ TR=ARF.P. _ _......;. T_..=.2r..IL:' 'NC:� �. ... �'ji PLANT SCHEDULE i j i'1 -x •, .( \� t- CITY ABBR COMMON NAME .BOTANICAL NAME SIZE HEIGHT REMARKS I a -. 1; FEI F e 11N Shade Taes FF.; c r : 8 Bt� W_n_ k,Strong dental leatlp10 CP Us Pisiale Pa hi s 3"Cal 1O12't SmleTv„ xON PLAN ,.a � ' G 7_ !p' j i4 CE CedarElm Ul ,+s ss to a -Y Cal 10-17 It Single trunk,Strong central leader 17 LO la Oak Quervus Lrg 'ame 3"Cal 1-1 12`ht Single trunk,Strong central leader! CJ 1 six..Fxir.Ar TURF qq' '4 4 RB T Redtn d Cer rade t r'10'M k S °Texas. •xs a ndm ex ' ,•- Single Bun lrartg Cenlai leader —C +.T '2E RCOT f ft T nR1'Fr..PLA'+T t CM Crape M rue Natchei L I ItOica Ndfchez'is IT D'hi M t4 Tmrk,35 V% Min 'y / r L R JF.i ) My rue rolrnd 1 )GanEs Shrubs F EPA NFL A5 NGTED - PLAN r JC;AT:ON(1 Y+) 1 /� = L E AR JNO P AN N F'i 48 DY Vnd'1 Ydt+ppt Rally _ ft.-if."14ana' - 5 Gal Spaoing 24'O C or As Shown ON PLAINS -(M F .> I nN M1r.IF,; 11 IS Texas Sage Ybmpac;' - Leo.ritly lem hate Corri 5 Gal Spacing W`OTC,or As St.WR / JY / ;SB 25 1H Indian Hawthem Rlfapioiepsl5 indc L ti Pmkie 3 Gill Spacmg 36 U C or As Shax 64 OB D.varfWa.M Huey lesMy ccnwta BurPon%i rare 5 Gal Spacing 36'O C or As Sh W N -AVE Eib Orr ntal Wax MYnta MYrxa Wmila _. _ 5 Gal SPacmg 3G O C or As Shown 1 i/ \� •\ \ \�'" - r' i Ornamental Gasses _ �.T SCi 5.t.t L I 153 HFG Hameln Fountain Gass/ Perimsetum atopecumides'Hamein' ;Gal Spacing 24"O C or As 34 MAD Adagio Maiden Ga men bs Miscanthus ssns'Adag10 3 Gal Spacing 3Fi-48"O C or As bho PI IN 1.+DS UR ED,.N,� 1 17 MG Maiden Gass Miscanthus sirensls'GraloAmus' 3 Gal - Spacing 48'O C.or As SWWR 227 MFG Maxn:an Feather Grass 'Nasella to-brumer ':GN Spacing 24'O C or As SI Perennial. 6 \ .JLTI VNK TREEP aNn4G GET- __. - 57 ASR Red Autumhe n S Salua gtEQ Cal gl ? Spac n9 78 O C. SPACn - U EU h1 N Cu...?JnP IftFE STA>F.S NS: F 18 R5 Rosemary Rosmannu5 olfipinalls 7 G� SPap Pg 36'O C PAV NG EDGE OR BACK OF CURB 01 1I.S x �-� 95 PC Purple ConeflJ:4Yr Echmmea puipurea _ i.Gal :Pacmg 12'O C. !/ iP Rountic nape Unope muscan Big Blue' 4"Pais pad,g 12'U 1- .... .. ..... .__ sTaKE i4T0 N'ti 115 GL Giant Lampe Drape Maintea 7 Gal bp.IN 12"U C NOTE VC C. .ON if f i R_r-IS PREVAILING W:Ds—•`��\ aasane Chip 4 184 SC S.-'I "Pts Spacoi " -'LMIN FOF.OUN:JC_K (]41 NIAN+ING UNESS NUIr.L) i R O B1u .a ZE ,AxC n CRZ T T J3.IC .Vl /A%, "CATI%NDF n11 6 O C i ti lhS RYldFN AN ARD Turf GBBgb 1 X-24-MIN FOR SHRUBS �T VEr.MS- CAGE I GLAROS tL% 2 2 GTPFL Y DT St :1L.. T'2 1 Y THE.C_LUP11NG: IX ROCTOAL _ ...... TG'tiETHER 4ITH SINGLE—� -t low Udd y n yio B Solid Sad W.RE STAY R TB DF HI,Jid OF El iF-FR ,1, iRiANillfi AR SPAI.IN URA. \\`` � ' vW, n ...�.s - FEH „y( F H INK mprl Brril t R 1 yS GROJNC J4 RFS SPECIFIED MIN 1?7 PAINTED BLACK �(L ON PLAfJS SiEELSTAr(E5 PF.RTRFE ':s / �. \� C' No ROD SOFXYC Fn,EAV_ PLAN \\\...\\\ \�� HARDWOOD MULG �l i ! ✓� NI.T.R(,U T IFADF`n (v ,. : tit Gn C f PL:NTiNG SOIL MIX AS SPECIFIED II—I.I—� +1- .S NF*WE soa �1`,- �\ P -`•' ATTACH GUY WIRE +CS'IBO[F:e .BR/'.NC,, 7t `�• d ,�^ GUY TREES 5'CnLN.J L:aSER CASE NAME saVER w¢aro55NGs S,1Y TREE DAML\GED DURING INST.4:_LATION CASE NUMBER:N=_ ° / %�Sl1AI.L.BF.'RETEriF0 LOCATION: �:i i i awo: i 1GROUNTHAVER PLAN?iF:G DETA'L 3 J _....�: �PLP i P7.10 C.ftf I HU F 54 TRAOt MAYOR SECRETARY ~ �.y..��._.-, /,•_�`,.-. -.. EXCAVATER.DLE1r LARGER ... DO Po BREAK R C'EA :. B SPOKEN.PLAN —A'IL L CJL T' DATE: SRRLIflS AS SPECIFIED THAN ROOTBaLA. / ' i OTi PLANS AS sPFW 111ED , r� PLANNING AND ZONING COMMISSION � % J TURF OR GRO'JNUCOv[R; / 4 ,ii L J Lf -PI n^, i' CHAIRMAN 7- SHREDDED NAIifriVOOU MULCN T DATE: This document is released for Z .i G6`+RA�'rORSSW.IJ.:.F.AVF. II—I' —I II OF 33 NO ROO.S EXPOSED -.._..I SMEEr.32( (I F. .: aA.De the under the of w <t ""NAT OIL B.CKFILL APPROVAL DOES NOT AUTHORIZE ANY WORK n eauthD y f Q IN CONFLICT WNA ANY CODES OR � interim review ORDINANCES. J ...._...PLANTING SOIL MIX AS SPECIFIED FT IN JhITUS�C SLGRADE ET h,lk.,i LION Q n o DEPARTMENT or DEVELOPMENT seRMces EFFREYO B. OBBA _:I I 1=1 SECTION-I 1=:I; I 11= v """"NATNE SOIL It is not to be usiM for ggnstfugtion, r7�\SHAM TREE PLA4 Ih [`TAi:. bidding,p permit purposes. \ /APOVP.GROUND TREFSTAKE..S N i (:a F� sRRDa waNnhs DerA:L \._/ REVISIONS rn \ 4 2'ASH SPLIT FACE BLOCK STONE NO. DESCRIPTION DATE BY 0Y REF DETAIL gS-Lt.i A 1ST CITY SUBMITTAL 11/02/18 {.". 2'ASH SP IT FACE BLOCK STONE B 2ND CITY SUBMITTAL 01/08/19 C PAVING REVISIONS 105/30/19 BUILT-UP 24"SO.CMU PILASTER N<1NCi BF..anl W:TH MS V[RT.EACit CND ANC FS :3 C(NiT.NDOUS-�, --- 24 .C.TA AND 9 DUGE HORNTAL �'DURO MP. 2O -O_WV -LADDER TRUSS,REINFORCED 4 W EACH C z COARSE Fl:L CELLs'NICGNCRETE. SILVERLAKE CROSSINGS -^ _/' "-). l✓ NO RUBBLE OR DEBRIS I U� .' OFFICE BUILDING G 5 .......:.. ✓�,,.—AS DOWEL EA END AND(v;24'O.C-TYP _ u8'MORTAR JOM1 i-STRUCK FLUSH GRAPEVINE,TEXAS Cn 8'X7e'X2'CREAM SXVN LIMES'ONE VENEER 7- (� WALL TIES of °SWP t8'OC ME V;L %-FINISH GRACE _..... OFFICE LANDSCAPE PLAN x° CONICRCTE FOOTING °Z: 2-e4 TOP,MIDDLE BOTTOM CONTINUOUS 12'UC TYP 8'X76'CREAM SAANLIMESTONE VENEER - O SMOOTH FINISH Wi MATCHING MORTAR `Y' I .-__.__.... REF PLANS -__ . .................. ....._ s ZOLLARS .__ ......._.__ Huitl-Zollars,Inc. Engineering/Architecture i GVr� 500 W.7m St. Ste.300 Fort Worth,Texas 76102 -7 \��� Phone(817)335-3000 Fax(817)335-1025 r'1`] G 2 // DESIGNED:CBD SCALE DATE SHEET DRAWN: CBD r"1 j /�" � //' �j• �^ CHECKED: JDH 5/30/2019 Ll.l a 5 `�"FAT 8 �\I�eAT wAlI ELE a `N 1\- "- / 32 OF33 EXT.ELEV.NOTES&LEGEND PTA:PAMEDCO`lDRETE PN,EL-IDDLOR A,) ISSUES PT2 PANTED DONCRETE PANEL-(CCiORAtI IX,:YNSUUTFJ(YAZ8IG JNITBNAWMNUM W3fAFWlALL 8Y'lEM LON ECG=JRG1A88 CV3INVwN�1 S'a,EM REL�GlA4�� ' GL2 Yv<SUIwTEOGIAIRG I,RSN AUMINUM W Wttlw wKL Sv3fGY L!fiv[UIIYt G_4Yl (<�hiaociNm.Ylc GWA:1'NSIRAT�uUbNG lMN3NKUlAMIA <S1NYw.sm@ W8IODW WKLSYBTEN.SPANRIELGU88 Dew.TX]SSi CL-3 1'WbLUTEOCIA)RG JIITB N KL81 NW STOREFRONT SYST4-LCw ECLFAR C.A6S ,b13M+S�R8IJE FOR PEPoeR . STOR OOB YN5UUT3I GI UNfTS NKULBIW i 81/AVd6,9 65lIEFORGONSTRUCTGN EFRONT 9YiTEM.9PNIMEL3U1] ) GLb.IM,NAT3 GINZNG If PvIG,YAOMI) � - YPi'PEF60RI1TE0 P/UYTEO.PROi'lED 3 Ie:TK FANEL G�'BTOJ ) a0'DEEA HOPo)ONTK SLKSMDE OEYIFN 4NHNL SUNSI,ANt3 V! OLRRM+CERS P 16 LRAl-,:,rG�P bULLKN uvEKTe,snxe TFOR CONSTRUCTION produced by or under the authority of Registered Architect Watt Mcdonald This document is incomplete and may not BiJ ILDNOMOUNTED SIGNAGE be used for regulatory IwILaNCMWNreDsicw,GE Irro+sn SY DEE ANSI approval,permit or 10 FGn FURN-ED AND ` COMPAM'.G C.TO PROVIDE construction. INCW,&J—ASRERGVIDE ] < 6 SREWIRED aoc�uNGbrov.ER AS REWIRED z a , IAcaG+ Ao6o, nmm/ Date Of issue: 01124/2019 TENANT SIGNAGE 1 -- Re- I - �--ems - --- --- - ----- - - - ---, A II Yi1 i i •.. 1 , ..I IX) cLa--=fT Yam:•f ,/� _ I � 1 1 I � N � 4t:K I 1 �l MP.f - f 1 - -.— T LelEL ox S f _LE-}_� +' m 3 CO LEV— O (1 FJ(TEPoOR ELEVATION-EAST I E]CTERIOR ELEVATION-SOUTH Y '1 `� vTG>ra T,Ts=rm 3 ) In M An�, � cc) m WNTEO SIGNAGE W CD INS-EVRNISHEOArvD ALLEO BY OYMERs 91GN COMPANY.Gc.i0 PROVIDE 7 I 2 OCIUNGb ro41£R AS REWIRED 6 < L 3 A3601 AfbO, /0381 ASSTt A030' AS6-0t� O O 'GI O IT, ,TP-r -a ..._ . '. � '.:- - R� - --1- �-- ------ .-- -- -- --- -�-- ROOF sWz - wRl., KEYPLAN -`tea 6 till I �= CAS NAME:SILVFA LAKE CROSSINGS B A I I =oC .m L_ IXZ i _ r��—cL-� NUMRER:W I TION& r —twE cL,u i I I I — --__ie''>—Ltl- ,''�I,. .a ,..'vw u�a IMYOR SECRETARY DAIT 7 PUNNING AND ZONING COMMISSION EXTERIOR f xF GL-A� ExrEr,lonaEVATor,_NoaT ELEVATIONS 11 E%TEPoOR ELEVATION-W EST GL", 711E=i'-0' c"RMAN GAT SHE 33 uF 33 8 DOES NOT A ANY WORK .LOB 1t3266.0000 IN C U IN ONiL Y CODES OR ORDINCFS.CODES DATE 10/11/2018 SHEET 4DEPARTMENT OF DEVELOPMENT SERVICES C 33 MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER MEETING DATE: JUNE 18, 2019 SUBJECT: FINAL PLAT APPLICATION LOTS 2 AND 3, BLOCK 1, SILVER LAKE CROSSINGS ADDITION PLAT APPLICATION FILING DATE........................................................... June 11 , 2019 APPLICANT .................................................Mital Patel, Grapevine Equity Partners, LLC REASON FOR APPLICATION ......................................Platting to build a 556 room hotel PROPERTY LOCATION ............................... North of Bass Pro Court and west of SH 26 ACREAGE........................................................................................................ 21.6 acres ZONING ...................................................................................................................... CC NUMBEROF LOTS ....................................................................................................... 2 PREVIOUS PLATTING ................................................................... Preliminary Plat 2016 CONCEPT PLAN ................................................................................................CU19-16 SITEPLAN....................................................................................................................No OPEN SPACE REQUIREMENT..................................................................................Yes AVIGATION RELEASE ...............................................................................................Yes PUBLIC HEARING REQUIRED ....................................................................................No C:\Users\tbrooks\AppData\Local\Temp\Item 06b-FP Silver Lake_713702\Item 06b-FP Silver Lake.doc PLAT INFORMATION SHEET FINAL PLAT APPLICATION LOT 2 AND 3, BLOCK 1, SILVER LAKE CROSSINGS ADDITION I. GENERAL: • The applicant, Mital Patel is platting the 21 .6 acres to build a 556 room hotel. The property is north of Bass Pro Court and west of State Highway 26. II. STREET SYSTEM: • The development has access to Bass Pro Court and State Highway 26. • ALL abutting roads: ❑ are on the City Thoroughfare Plan: ® are not on the City Thoroughfare Plan: ❑ 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 $ 10.00 / LF ® Periphery Street Fees are not due: TOTAL III. STORM DRAINAGE SYSTEM: • The site drains north towards the onsite pond. • 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. C:\Users\tbrooks\AppData\Local\Temp\Item 06b-FP Silver Lake_713702\Item 06b-FP Silver Lake.doc 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 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. VI. MISCELLANEOUS- ® Water and Wastewater Impact Fees are not required for: Lot 3, Block 1 , Silver Lake Crossings Addition ® Water and Wastewater Impact Fees are due prior to the issuance of building permits for: Lot 2, Block 1, Silver Lake Crossings Addition ❑ Single Family Residential ( $ 2,191/ Lot) ❑ Multifamily ( $ 1 ,026 / Unit) ® Hotel ( $ 38,107/Acre) ❑ Corporate Office ( $ 18,847/Acre) ❑ Government ( $ 4,037/Acre) ❑ Commercial / Industrial ( $ 5,209 / Acre) ® Open Space Fees are not required for: Lots 2 & 3, Block 1, Silver Lake Crossings Addition ❑ Open Space Fees are required for: ❑ R-5.0, 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) C:\Users\tbrooks\AppData\Local\Temp\Item 06b-FP Silver Lake_713702\Item 06b-FP Silver Lake.doc ❑ Public Hearing Only ❑ Variances were required on the following items: ❑ Front building line ❑ Rear building line ❑ Lot width & depth ❑ Max. Impervious Area ❑ Special Exception to the required front yard landscape setback ❑ The following items associated with this plat are not in accordance with the current subdivision standards: ❑ 50' ROW dedication not met: Developer is proposing to dedicate variable width private access easements throughout the development. The access easements will be owned and maintained by a Home Owners Association (HOA). ❑ Length of cul-de-sac street exceeds the 600-foot limit: ❑ Driveway Spacing not met. 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. C:\Users\tbrooks\AppData\Local\Temp\Item 06b-FP Silver Lake_713702\Item 06b-FP Silver Lake.doc ❑ 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. 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 & 3, Block 1 , Silver Lake Crossing Addition." C:\Users\tbrooks\AppData\Local\Temp\Item 06b-FP Silver Lake_713702\Item 06b-FP Silver Lake.doc I \ I \ WHRTLESEY INVESTMENT INC JI \ \\ VOL 1363.PG. 1353 \ D.R.T.C.T. CURVE TABLE 1 \ CURVE LENGTH RADIUS DELTA CH BEARNG CH LENGTH C1 154.54' 969.50' 009'07'59• S7(.40'27"E 154.38' N75°20'06' \ \ C2 108.61' 934.50' 006-39'32• N8S43'0"- 108.55' \ S59°0019E 104.12' / \ 5/8'RLON ROD ,am / NAG 83 GRID Ft N58°41'01"E \ COORDINATES 127.20" l f - \ N:7035503.6344 f \ E:2413W7.4303 N89°25 256.95'.95' i// s �\ SO4°06'41"E 0 50 100 200 f / 84.96 SCALE: t" = 100' NORTH TEXAS POWER \/ f' 1 VICINITY MAP e:LIGHTEASEMENT S426E NTS VOL 10022 PG.571 D.RT.C.T. LEGEND IRF-IRON ROD FOUND WITH PLASTIC CAP D R.T.0 T.-DEED RECORDS,TARRANT COUNTY,TEXAS / / 1 IRS-W'IRON ROD SET WRH PLASTIC CAP P.R T.0 T.-PLAT RECORDS,TARRANT COUNTY,TEXAS O� v6 / / / 22.80' STAMPED'HUTrT-ZOLLARS' Q'S C�0 / p�Oa�� r SD5*0978"W DFWILTON ADormN P.R.T.C.T. E)L,M v I S45'1423"E LOT 1A W/S all \ 104.84' TOTAL PLATTED Al 939,519.76 Fr. Ste°o2'os"E NET PLAITED Al 764355.5 SQ.SQ.Fr. 4..94' RIGHT OF WAY DEDICATION: 0 SQ. FT. OF GRAPEVINE EASEMENT DEDICATION: 175,126.5 SQ. FT. / \ 100-YEAR --- \ \ FLOOOPUItl WITS / S47'18'39"W 320 N82°36'32"W / \ 1 N60°59'33W 68.88' Q 111N , / 1 I 71.14' 'jo // / \ 1 N74°09'17W 60.26 S66°44'42W 81.89, DFW HILTON ADDITION / / f INSTR 0208201714 P.RT.C.T. RECEIVED OWNER /' // 9 LOT 3 L / �' EVERGREENALLIANCE COIF / / > �/ I ALLNNCE / 2824814.E JUN 1 2 2019 S20°34'12"E 24.70' / / l BY: / B OWNER�rSILVER LAKE CROSSINGS ............................... o / / GRAPEVINE EOUTY ERS,LLC. ADDITION 77 - g R .C.T.60241 LOT 3,BLOCK \ ---- - -- --_ �'J (14.251 ACRES) N89°4101"E — i (620,769.59SO.FT)_ 17.78' TEXAS POWER 3 LIGHT EASEEASEMENT // / ��4'• \ /f \ I / /)/ PLANNING dZONING COMMISSION: VOL 10022,PG.571 D.RT.C.T. , / 1 � 1 � / DATE APPROVED: L=31105' CHAIRMAN: MIN-FINISHED FLOOR OF I �// d-OTS°03'09' BUILDING- SECRETARY. CH BEARING=S28°25'41 W /// CH LENGTH=281.33' TARP. GRAPEVINE EW�EPARTNERS,LLC. S44'S1'35"E 1 ox / INSTR./D208160241 1 5/8"IRON ROD // \ \\ D.RT.C.T. 70.7 i' 12'ACCESS FASk]IO1T \\ 1 WORD ID \ \\ GRAPEVINE CITY COUNCIL: --I F- o N:70343Z7.3s77 \\ DATE APPROVED: / u 41 294.4 94 THE BLUFFS AT GRAPEVINE ADDN. SILVER LAKE CROSSINGS 288.15 ADDITION v DWI P� , INSIR.P!RTCT005358 MAYOR: m LOT 2,BLOCK i (7.278 ACRES) LOT 1A1,BLOCK 1 1 (317,014.79 SQ.FT.) UTILITY SMf CITY SECRETAR Dse9s T.C.T.19 N8ai 3s FArgl 2 stY: GRAPEVINE 100-YEAR / -EXISTING VAS WIDTH I "I CNN LIMITS FINAL PLAT UTILFY / OF LOTS 2 d 3,BLOCK 1 SILVER LAKE 0 I r � a I _—L_1--------- --------1L-___ 3199' ( / SOS°35'OOW CROSSINGS ADDITION PqM Oi BEGINNING _ i S/B•IRON ROD - —— \ NAD 83 OR I 21.57 ACRES u o C.NIATES I ,� — — — — — — — _ — _ _ I I.. '° //// 2 LOTS 3 N:7054036.761E / / IXISDNG S1'ACCESS EASWM I \ // SITUATED IN THE A.W.ANDERSON SURVEY ABSTRACT NO.26 G � N89°51'35"W I / r 128.49 /> P \ / / CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS 12 f / CL274pj, THE BLUFFS A7 GRAPEVINE ADDN. LOT tA2,BLOCK t THIS PLAT FILED ON INSTRUMENT#D 1 I II I ' I SILVER LAKE CROSSINGS ADDN. INSTR /D21212a971 I / / \ OWNER: DEVELOPER: PREPARED/SURVEYED BY: D.R.T.cr. \I ``\ GRAPEVINE EQUITY PARTNERS,LLC SUPREME BRIGHT GRAPEVINE III,LLC i i� it T� /Ay fin((\ LOT 1,BLOCK 1 / _\ 1 1HE BLUFFS AT 700 STATE HIGHWAY 121 BYP 700 STATE HIGHWAY 121 BYPGRA 1"-11 II I I `��(.-I'LiL ll V LOT 2UVINELOC i ',.`\ \ SUITE 175 SUITE 175 11Hum11-Zolar4 Inc. Fort Worth 1 1 SHEET 1 OF 2 LEWISVILLE,TX 76067 LEWISVILLE,TX 76067 500 West An Street, Sute 3DO PHONE:214-774-4650 PHONE:214-774-4650 Fort Worth,Texea 76102-4728 Lu�.T. PGC P n d Cc M-�cd C<,ls, FAX:214-988-9006 FAX:214-988-9006 Phone(AM 335-30DO Fax(817)3351025 NOW THEREFORE,KNOW ALL MEN BY THESE PRESENTS: OWNERS CERTIFICATE NOW,THEREFORE KNOW ALL MEN BY THESE PRESENTS,THAT SUPREME BRIGHT GRAPEVINE Ill,LLC, does hereby adopt this plat of Lots 2&3 Black 1,SILVER LAKE CROSSINGS ADDITION,an addition to the City LAND DESCRIPTION of Grapevine,Tarrant County,Texas,and does hereby dedicate to the public use forever the fight-of-way and easements shown hereon.The easements shown hereon are hereby reserved for the purposes as indicated.The BEING tract of land situated in the A.W.Anderson Survey,Abstract No.26,City of Grapevine,Tarrant the northwest comer of Lot IA,Block 1 of the Amended Final Plat of The Bluffs at Grapevines,and utility easements shall be open for all City or franchised public utilities for each particular use.The maintenance of County,Texas and being a portion of a tract of land described in instrument to Grapevine Equity Partners, being the beginning of a non-tangent curve to the fight having a central angle of 88 degrees 03 paving on the easements is the responsibility o1 the property owner.No buildings or auxiliary structures shall be LLC,as recorded in Instrument No.D208160241 of the Official Public Records,Tarrant County Texas, minutes 09 seconds,a radius of 202.40 feet,subtended by a 281.33 foot chord which bears South 28 constructed,reconstructed,or placed upon,over,or across the easements as shown.Said easements being Texas,and a portion of Lot IA,Block 1,of the Amended Final Plat of The Bluffs at Grapevines,an degrees 25 minutes 41 seconds West hereby reserved for the mutual use and accommodation o/all public utilities using,or desiring to use same.Any addition to the City of Grapevine as recorded under Instrument No.D213153582 of the Plat Records of City or franchised utility shall have the full right to remove and keep removed all or parts of any fences,trees, Tarrant County,Texas,and a portion o/Lot 1,Block 1 of Silver Lake Crossings Addition,an addition to the THENCE,along the west line of said Lot IA,Block 1 of the Amended Final Plat of The Bluffs at shrubs,or other improvements or growths which in any way endanger or interfere with the construction, City of Grapevine as recorded under Instrument No.D212050937 of the Plat Records of Tarrant County, Grapevines the following courses and distances: maintenance,or efficiency of its respective system on the easements and all City or franchised utilities shall at all Texas and being more particularly described as follows; times have the full right of ingress and egress to and from and upon said easements for the purpose of constructing,reconstructing,inspecting,patrolling,maintaining,and adding to or removing all or parts of its Along said curve to the right an am distance of 3l l.05 feet to a 5/8 inch iron rod set with plastic rap BEGINNING of a 5/8 inch Iron rod found with plastic rap stamped"Hunt-Zollars"at the northwest comer of respective system without the necessity at any time of procuring the permission of anyone.I have reviewed the Lot 1,Block 1,Silver Lake Crossings Addition,an addition to the City of Grapevine as recorded under stamped"Huitt-Zollars"; Cites findings concerning dedications and I do agree that the statements are true and correct. Instrument No.D212050937 of the Plat Records of Tarrant County,Texas,said comer being in the west line of the Grapevine Equity Partners tract South Of degree 34 minutes 42 seconds West,a distance of 364.90 feet to a 5/8 inch iron rod set This plat approved subject to all platting ordinances,rules,regulations,and resolutions of the City of Grapevine, with plastic cap stamped"Huitt-Zollars;and being the beginning of a non-tangent curve to the right Texas. having a central angle of 02 degrees 20 minutes 24 seconds,a radius of 969.50 feet,subtended by a THENCE,North 00 degrees 35 minutes 50 seconds West along the west line of the Grapevine Equity 39.59 foot chord which bears South 74 degrees 04 minutes 14 seconds East, Witness my hand this the day o/ 2019. Partners,a distance o/261.12 feet to a Corp of Engineers concrete monument found; THENCE,departing the west line of said Lot 1A,Block 1 01 The Bluffs at Grapevines over and across Lot THENCE,North 44 degrees 41 minutes 33 seconds East continuing along the west line of the Grapevine IA,Block 1 of The Bluffs at Grapevines,along said curve to the right an arc distance of 39.60 feet to a Equity Partners,a distance of 942.80 feet to a 518 inch iron rod set with plastic cap stamped"Huitt-Zollars; 5/8 inch iron rod found with plastic cap stamped"Huitt-Zollars"at the northwest comer of Bass Pro Court as established by said Silver Lake Crossings Addition; SUPREME BRIGHT GRAPEVINE Ill,LLC THENCE,North 00 degrees 34 minutes 41 seconds West continuing along the west line of the Grapevine Equity Partners,a distance of 504.44 feet to a 5/8 inch iron rod set with plastic rap stamped"Huitt-Zollars" THENCE,South 05 degrees 35 minutes 00 seconds West,along the west line of said Bass Pro Court and at the northwest comer of the Grapevine Equity Partners; an east line Lot IA,Block 1 o/The Bluffs at Grapevines,passing at a distance o/5.60 feet a 518 inch iron rod found with plastic cap stamped"Huitt-Zollars"at the northeast comer of Lot 1,Block 1,Silver Lake NOTARY PUBLIC THENCE,along the north line of the Grapevine Equity Partners the following courses and distances: Crossings Addition,continuing along the west line of said Bass Pro Court and the east line of Lot 1,Block 1,Silver Lake Crossings Addition,a total distance of 35.75 feet to a cross cut in concrete,and being the This instrument was acknowledged before me on the day of North 89 degrees 25 minutes 19 seconds East,a distance of 256.95 feet to a 5/8 inch iron rod set beginning of a non-tangent curve to the left having a central angle of 14 degrees 35 minutes 04 seconds, 2019,by of SUPREME BRIGHT GRAPEVINE Ill,LLC. with plastic cap stamped"Huitt-Zollars"; a radius of 934.50 feet,subtended by a 237.23 foot chord which bears North 79 degrees 45 minutes 18 seconds West, North 58 degrees 41 minutes Of second East,a distance o/127.20 feet to a 5/8 inch iron rod set with plastic cap stamped"Huitt-Zollars"; THENCE,departing the west line of said Bass Pro Court and the east line of Lot 1,Block 1,Silver Lake Crossings Addition,over and across Lot 1,Block 1,Silver Lake Crossings Addition,passing at 129.27 feet Notary Public North 75 degrees 20 minutes 06 seconds East,a distance of 104.12 feet to a 5/8 inch iron rod set a 5/8 inch iron rod found with plastic cap stamped"Huitt-Zollars"at an angle point in the north line of said State of with plastic cap stamped"Huitt-Zollars"; Lot 1,Block 1,Silver Lake Crossings Addition,continuing along the north line of said Lot 1,Block 1,Silver Lake Crossings Addition and along said curve to the left a total am distance of 237.87 feet to a 518 inch My Commission Expires South 59 degrees 00 minutes 19 seconds East,a distance of 124,13 feet to a 5/8 inch iron rod set iron rod found with plastic cap stamped"Huitt-Zollars"; with plastic cop stamped"Huitt-Zollars'; THENCE,North 87 degrees 02 minutes 50 seconds West continuing along the north line of said Lot 1, THENCE,along the east line of the Grapevine Equity Partners the following courses and distances: Block 1,Silver Lake Crossings Addition,a distance of 173.72 feet to a 5/8 inch iron rod set with plastic cap stamped"Huitt-Zollars"; South 04 degrees 06 minutes 41 seconds East,a distance of 84.96 feet to a 518 inch iron rod set THENCE,North 89 degrees 51 minutes 35 seconds West continuing along the north line o/said Lot 1, with plastic cap stamped"Huitt-Zollars"; Block 1,Silver Lake Crossings Addition,a distance of 474.49 feet to the POINT OF BEGINNING and South 00 degrees 44 minutes 26 seconds East,a distance of 98.23 feet to a 518 inch iron rod set CONTAINING 21.569 acres or 939,530 square feet o/land,more or less. AVIGATION RELEASE with plastic cap stamped"Huitt-Zollars"; THE STATE OF TEXAS § South IS degrees 21 minutes 31 seconds West,a distance of 22.80 feet to a 5/8 inch iron rod set SURVEYORS STATEMENT COUNTY OF TARRANT § with plastic cap stamped"Huitt-Zollars"; I,Mitchell S.Pillar,of Huitt-Zollars Inc.,Registered Professional Land Surveyor No.5491 of the State of WHEREAS,SUPREME BRIGHT GRAPEVINE Ill,LLC hereinafter called"Owner"(whether one or more):is the South 05 degrees 09 minutes 28 seconds West,a distance of 124.87 feet to a 518 inch iron rod set Texas,have prepared this plat from an actual and accurate survey made on the ground and that the owner of that certain parcel offend situated in the City of Grapevine,Tarrant County,Texas,being said property with plastic cap stamped"Huitt-Zollars"; comer monuments shown thereon were properly placed under my personal supervision in accordance as described as shown on this plat with the platting rules and regulations of the City of Grapevine. South 45 degrees 14 minutes 23 seconds East,a distance of 104.84 feet to a 5/8 inch iron rod set NOW THEREFORE,in consideration of the sum of Ten AND 00/100($10.00)DOLLARS and other good and with plastic cap stamped"Huitt-Zollars'" PRELIMINARY,THIS DOCUMENT SAHLL NOT BE RECORDED FOR ANY PURPOSE AND SHALL valuable consideration,the receipt and sufficiency of which is hereby fully acknowledged and confessed,Owner NOT BE USED OR REVIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT does hereby waive,release,remise and quitclaim to the City of Grapevine,Tarrant County,Texas,the Dallas-Fort South 18 degrees 02 minutes 09 seconds East,a distance of 41.94 feet to a 518 inch iron rod set Worth International Airport Board,the Cities of Dallas,Texas and Fort Worth,Texas,their successors and assigns, with plastic cap stamped"Huitt-Zollars", hereinafter called"Cities",for the use and benefit of the public and its agencies,any and all claims for damages Date: of any kind to persons or property that Owner may suffer by reason of the passage and flight of all aimraft in the South 47 degrees 18 minutes 39 seconds West,a distance of 32.03 feet to a 5/8 inch iron rod set air space above Owner's pmperty above the height restriction as presently established by Ordinance No.73-50 for with plastic cop stamped"Huitt-Zollars"; the City of Grapevine,known as the Airport Zoning Ordinance of the Dallas-Fort Worth International Airport,to an PLANNING A ZONING COMMISSION: infinite height above same whether such damage shall originate from noise,vibration,fumes,dust,fuel and North 82 degrees 36 minutes 32 seconds West,a distance of 69.88 feet to a 5/8 inch iron rod set lubricant particles,and all other effects that may be caused by the operation of aircraft,landing at,or faking off with plastic cap stamped"Huitt-Zollars"; DATE APPROVED: from or operating at or on the Dallas-Fort Worth International Airport. North 60 degrees 59 minutes 33 seconds West,a distance o/71.14 feet to a 5/8 inch iron rod set CHAIRMAN: This instrument does not release the owners or operators of aircraft from liability for damage to person or property with plastic cap stamped"Huitt-Zollars caused by falling aircraft or falling physical objects from aircraft,except as stated herein with respect to noise, SECRETARY: fumes,dust,fuel,and lubricant particles. North 74 degrees 09 minutes 17 seconds West,a distance of 60.26 feet to a 5/8 inch iron rod set with plastic cap stamped"Huitt-Zollars"; It is agreed that this release shall be binding upon said owner and his heirs and assigns,and successors in GRAPEVINE CITY COUNCIL: interest to said property;and it is further agreed that this instrument shall be a covenant running with the land, South 66 degrees 44 minutes 42 seconds West a distance of 8 1.89 feet to a 5/8 inch iron rod set and shall be recorded in the Deed Records of the county or counties in which the property is situated. with plastic cap stamped"Huitt-Zollars"; DATE APPROVED: Witness my Hand of this day of ,2019. South 06 degrees 31 minutes 04 seconds West a distance of 37700 feet to a 5/6 inch iron rod set with plastic cap stamped"Huitt-Zollars"; MAYOR. South 08 degrees 18 minutes 14 seconds East,a distance of 28.24 feet to a 518 inch iron rod set CITY SECRETARY, with plastic cap stamped"Huitt-Zollars", SUPREME BRIGHT GRAPEVINE Ill,LLC. South 20 degrees 34 minutes 12 seconds East,a distance of24.70 feet to a 5/8 inch iron rod set with plastic cap stamped"Huitt-Zollars; North 89 degrees 41 minutes Of second East,a distance of 17.78 feet to a'X"cut found on rock at FINAL PLAT NOTARYPUSLIC OF LOTS 2&3 This instrument was acknowledged before me on the day of 2019 by of SUPREME BRIGHT GRAPEVINE 1/1,LLC. SILVER LAKE CROSSINGS ADDITION 21.56 ACRES 2 LOTS Notary Public SITUATED IN THE A.W.ANDERSON SURVEY ABSTRACT NO.26 State o CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS My Commission Expires THIS PLAT FILED ON INSTRUMENT#D OWNER: DEVELOPER: PREPARED/SURVEYED BY: GRAPEVINE EQUITY PARTNERS,LLC SUPREME BRIGHT GRAPEVINE III,LLC HUITT ZOLIARS 700 STATE HIGHWAY 121 BYP 700 STATE HIGHWAY 121 BYP SHEET 2 OF 2 SUITE 175 SUITE 175 Huf t-ZoleM Inc. Fort Worth LEWISVILLE,TX 76067 LEWISVILLE,TX 76067 500 West 7th Street Suite 300 PHONE:214-774-4650 PHONE:214-774-4650 Fat Worth.Texas 76102-4728 1""-d zu" PCG P .,5 Cc'>r C, FAX:214-988-9006 FAX:214-988-9006 Phone(SM 335-3000 Fax(817)335-f025