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HomeMy WebLinkAboutItem 17 - Fairway DriveA-1A A-2A A-1C Sta t e H i g h w a y 2 6 Fa i r w a y D r i v e MAP TO BE USED FOR EXHIBIT PURPOSES ONLY 0 150 300 Feet Fee Tract Flowage Tract Laydown Area Fairway Dr Easement³NGRAPEVINE LAKE ROAD AND CONSTRUCTION EASEMENTS CITY OF GRAPEVINE TARRANT COUNTY, TEXAS 1 of 1 EXHIBIT A 5/8" IRF BEARS S42°21'20"W ~ 45.14' STA T E H I G H W A Y N O . 2 6 (A V A R I A B L E W I D T H R I G H T - O F - W A Y ) RIGHT-OF-WAY EASEMENT TRACT A1A - PARCEL 3, PART 2 (NO. DACW63-2-88-0586) ROAD OR STREET EASEMENT FOR TEXAS HIGHWAY DEPT. (VOL. 3387, PG. 432) APPROXIMATE LOCATION OF 80' ROAD EASEMENT TRACT NO. 1 NO. DACW63-2-56-0008 P.O.B. NAD 83 (Grid) N:7031212.87 E:2411560.45 BDF "ACOE A-29" NAD 83 (Grid) N:7031331.11 E:2411430.58 F A I R W A Y D R I V E LOT 1, BLOCK 1 OPRYLAND FOURTH ADDITION (INST.NO. D211179935) GE O R G E M A R T I N S U R V E Y AB S T R A C T N O . 1 0 0 3 MO R G A N H O O D S U R V E Y AB S T R A C T N O . 6 9 9 5.3815 ACRES 234,416 SQ. FT. N 4 0 ° 0 5 ' 1 8 " W 3 1 9 . 2 4 ' R = 6 5 4 . 0 0 ' ∆ = 2 3 ° 2 1 ' 3 1 " L = 2 6 6 . 6 3 ' C B = N 2 5 ° 4 9 ' 0 7 " W C = 2 6 4 . 7 8 ' R = 6 3 0.00' ∆ = 3 3 °5 0'14" L = 3 7 2.06' C B = N 4 °0 0'30"E C = 3 6 6.68' R = 5 3 2 . 9 6 ' ∆ = 6 2 ° 4 1 ' 5 9 " L = 5 8 3 . 2 3 ' C B = S 11 ° 0 2 ' 5 8 " E C = 5 5 4 . 5 6 ' TRACT NO. A-1A UNITED STATES OF AMERICA (CIVIL ACTION 1461) CALLED 120.50 ACRES PARCEL 2 EAST GAYLORD CONVENTION CENTER LEASE L 1 L 2 L3 L 4 L 1 7 L18 L19 L20 C 1 CURVE TABLE NO. C1 C2 C3 C4 C5 C6 DELTA 33°57'14" 22°48'54" 24°59'01" 4°21'02" 2°19'11" 2°08'38" RADIUS 285.00' 92.00' 72.00' 1131.92' 1159.92' 560.00' LENGTH 168.89' 36.63' 31.40' 85.95' 46.96' 20.95' CHORD BEARING N25°45'20"W N09°31'10"E N14°22'48"W N16°37'48"E S15°36'27"W S19°51'18"W CHORD 166.43' 36.39' 31.15' 85.93' 46.96' 20.95' LEASE LINE 95.8 ' WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096026-GRAPEVINE FAIRWAY_FAIRWAY DRIVE LEASE.DWG Scale Drawn by CRG1" = 150' Checked by Date Project No.Sheet No. 0 GRAPHIC SCALE IN FEET 75 150 JDW 063096026 3 OF 4 LEGEND P.O.B. = POINT OF BEGINNING BDF = BRASS DISK FOUND ADF = ALUMINUM DISK FOUND IRF = IRON ROD FOUND NORTH NOTES: Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. _________________________ JOSHUA D. WARGO REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6391 801 CHERRY STREET UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 josh.wargo@kimley-horn.com Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 MATCH LINE (SEE SHEET 4) FAIRWAY DRIVE EASEMENT MORGAN HOOD SURVEY, ABST. NO. 699, GEORGE MARTIN SURVEY ABST. NO. 1003 & ANDREW ANDERSON SURVEY, ABST. NO. 26 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS 6/11/2025 S T A T E O F T E X A SREGISTER E D L A N D SU R V E Y O R P R O F E S S I O N A L JOSHUA D. WARGO 6391 1 of 2 EXHIBIT B APPROXIMATE LOCATION OF 28' ROAD EASEMENT TRACT NO. 2 NO. DACW63-2-56-0008 S86°26'15"W 1981.01' S 5 7 ° 1 6 ' 1 8 " E 11 4 9 . 2 8 ' FA I R W A Y D R I V E 5.3815 ACRES 234,416 SQ. FT. BDF "ACOE A-26" NAD 83 (Grid) N:7032308.18 E:2412457.18 BDF "COE A-45" NAD 83 (Grid) N:7033390.70 E:2409625.85 ADF "MLA RPLS 4873" ANDREW ANDERSON SURVEY ABSTRACT NO. 26 MORGAN HOOD SURVEY ABSTRACT NO. 699 GE O R G E M A R T I N S U R V E Y AB S T R A C T N O . 1 0 0 3 MO R G A N H O O D S U R V E Y AB S T R A C T N O . 6 9 9 N2 0 ° 5 5 ' 3 7 " E 97 3 . 7 8 ' S2 0 ° 5 5 ' 3 7 " W 30 4 . 7 2 ' S2 0 ° 5 5 ' 3 7 " W 70 6 . 1 2 ' CA L L E D 2 6 . 6 0 A C R E S PA R C E L 2 SI L V E R L A K E M A R I N A L E A S E CALLED 111.62 ACRES PARCEL 1 SILVER LAKE MARINA LEASE CALLED 830.14 ACRES PARCEL 1 COWBOYS GOLF COURSE LEASE L5 L6 L7 L8 L9 L10 L11 L1 2 L13 L14 L15 L16 C2 C 3 C4 C5 C6 PR O P O S E D LA Y D O W N AR E A LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING N47°41'09"W N47°41'09"W N08°46'43"W N42°43'57"W N01°53'17"W N46°42'13"E N20°55'37"E S69°39'04"E N03°25'26"E S75°50'28"E S72°11'33"E S17°48'27"W S48°36'49"W N69°20'43"W S04°40'42"W S69°41'59"E S42°23'58"E S47°16'03"W S42°00'30"E S44°31'13"W LENGTH 23.05' 152.60' 29.78' 27.29' 136.37' 129.42' 39.89' 47.73' 23.21' 28.00' 35.93' 228.47' 38.67' 18.49' 66.08' 2.29' 425.45' 91.75' 82.51' 76.76' LE A S E L I N E LEASE LI N E BDF "COE A-49" NAD 83 (Grid) N:7034750.73 E:2409294.32 N6 3 ° 4 6 ' 3 6 " W 26 5 0 . 9 4 ' 82.0 ' 82.0 ' 82.0 ' 63.9' WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096026-GRAPEVINE FAIRWAY_FAIRWAY DRIVE LEASE.DWG Scale Drawn by 1" = 150' Checked by Date Project No.Sheet No. 0 GRAPHIC SCALE IN FEET 75 150 4 OF 4 NORTH CRG JDW 063096026 LEGEND P.O.B. = POINT OF BEGINNING BDF = BRASS DISK FOUND ADF = ALUMINUM DISK FOUND IRF = IRON ROD FOUND Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 MATCH LINE (SEE SHEET 3) FAIRWAY DRIVE EASEMENT MORGAN HOOD SURVEY, ABST. NO. 699, GEORGE MARTIN SURVEY ABST. NO. 1003 & ANDREW ANDERSON SURVEY, ABST. NO. 26 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS 6/11/2025 2 of 2 EXHIBIT B Scale Drawn by N/A Checked by Date Project No.Sheet No. LEGAL DESCRIPTION BEING a 5.3815 acre (234,416 square foot) tract of land situated in the Morgan Hood Survey, Abstract No. 699, the George Martin Survey, Abstract No. 1003, and the Andrew Anderson Survey, Abstract No. 26, City of Grapevine, Tarrant County, Texas, and being part of that tract of land described in Declaration of Taking No. 3, filed August 25, 1948 in Condemnation Proceedings (Civil No. 1461) in the District Court of the United States for the Northern District of Texas, Fort Worth Division, and being designated as Tract No. A-1A for Grapevine Lake, and being more particularly described as follows: BEGINNING at the easternmost corner of Lot 1, Block 1, Opryland Fourth Addition, an addition to the City of Grapevine according to the plat recorded in Instrument No. D211179935, Official Public Records, Tarrant County, Texas, and being a point in the northwest right-of-way line of State Highway No. 26 (a variable width right-of-way) (NAD 83 (Grid) N:7031212.87, E:2411560.45), from which a 5/8-inch iron rod found bears South 42°21'20” West, a distance of 45.14 feet; THENCE North 47°41'09" West, along the easternmost northeast line of said Lot 1, a distance of 23.05 feet to a point for corner, from which a brass disk stamped “ACOE A-29” found for the easternmost north corner of said Lot 1 bears North 47°41'09” West, a distance of 152.60 feet (NAD 83 (Grid) N:7031331.11, E:2411430.58); THENCE North 08°46'43" West, departing the said easternmost northeast line, a distance of 29.78 feet to a point for corner, being the beginning of a tangent curve to the left with a radius of 285.00 feet, a central angle of 33°57'14", and a chord bearing and distance of North 25°45'20" West, 166.43 feet; THENCE in a northerly direction, with said tangent curve to the left, an arc distance of 168.89 feet to a point for corner; THENCE North 42°43'57" West, a distance of 27.29 feet to a point for corner; THENCE North 40°05'18" West, a distance of 319.24 feet to a point for corner, being the beginning of a non-tangent curve to the right with a radius of 654.00 feet, a central angle of 23°21'31", and a chord bearing and distance of North 25°49'07" West, 264.78 feet; THENCE in a northerly direction, with said non-tangent curve to the right, an arc distance of 266.63 feet to a point for corner, being the beginning of a non-tangent curve to the right with a radius of 630.00 feet, a central angle of 33°50'14", and a chord bearing and distance of North 04°00'30" East, 366.68 feet; THENCE in a northerly direction, with said non-tangent curve to the right, an arc distance of 372.06 feet to a point for corner; THENCE North 20°55'37" East, a distance of 973.78 feet to a point for corner, being the beginning of a tangent curve to the left with a radius of 92.00 feet, a central angle of 22°48'54", and a chord bearing and distance of North 09°31'10" East, 36.39 feet; THENCE in a northerly direction, with said tangent curve to the left, an arc distance of 36.63 feet to a point for corner; THENCE North 01°53'17" West, a distance of 136.37 feet to a point for corner, being the beginning of a tangent curve to the left with a radius of 72.00 feet, a central angle of 24°59'01", and a chord bearing and distance of North 14°22'48" West, 31.15 feet; THENCE in a northerly direction, with said tangent curve to the left, an arc distance of 31.40 feet to a point for corner; THENCE North 46°42'13" East, a distance of 129.42 feet to a point for corner; THENCE North 20°55'37" East, a distance of 39.89 feet to a point for corner, from which a brass disk stamped “COE A-45” found bears South 86°26'15” West, a distance of 1,981.01 feet (NAD 83 (Grid) N:7033390.70, E:2409625.85); THENCE South 69°39'04" East, a distance of 47.73 feet to a point for corner, being the beginning of a non-tangent curve to the left with a radius of 1131.92 feet, a central angle of 04°21'02", and a chord bearing and distance of North 16°37'48" East, 85.93 feet; CONTINUED ON SHEET 2 WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096026-GRAPEVINE FAIRWAY_FAIRWAY DRIVE LEASE.DWG FAIRWAY DRIVE EASEMENT MORGAN HOOD SURVEY, ABST. NO. 699, GEORGE MARTIN SURVEY ABST. NO. 1003 & ANDREW ANDERSON SURVEY, ABST. NO. 26 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS CRG JDW 6/11/2025 063096026 1 OF 4 Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 1 of 2 EXHIBIT C Scale Drawn by N/A Checked by Date Project No.Sheet No. LEGAL DESCRIPTION (CONTINUED) THENCE in a northerly direction, with said non-tangent curve to the left, an arc distance of 85.95 feet to a point for corner, from which an aluminum disk stamped “MLA RPLS 4873” found bears North 3°25'26” East, a distance of 23.21 feet, and from which a brass disk stamped "COE A-49" bears North 63°46'36" West, a distance of 2,650.94 feet (NAD 83 (Grid) N:7034750.73, E:2409294.32); THENCE South 75°50'28" East, a distance of 28.00 feet to a point for corner, being the beginning of a non-tangent curve to the right with a radius of 1159.92 feet, a central angle of 02°19'11", and a chord bearing and distance of South 15°36'27" West, 46.96 feet; THENCE in a southerly direction, with said non-tangent curve to the right, an arc distance of 46.96 feet to a point for corner; THENCE South 72°11'33" East, a distance of 35.93 feet to a point for corner; THENCE South 17°48'27" West, a distance of 228.47 feet to a point for corner; THENCE South 48°36'49" West, a distance of 38.67 feet to a point for corner; THENCE South 20°55'37" West, a distance of 304.72 feet to a point for corner; THENCE North 69°20'43" West, a distance of 18.49 feet to a point for corner; THENCE South 04°40'42" West, a distance of 66.08 feet to a point for corner, from which a brass disk stamped “ACOE A-26” found bears South 57°16'18” East, a distance of 1,149.28 feet (NAD 83 (Grid) N:7032308.18, E:2412457.18); THENCE South 20°55'37" West, a distance of 706.12 feet to a point for corner, being the beginning of a tangent curve to the left with a radius of 560.00 feet, a central angle of 02°08'38", and a chord bearing and distance of South 19°51'18" West, 20.95 feet; THENCE in a southerly direction, with said tangent curve to the left, an arc distance of 20.95 feet to a point for corner; THENCE South 69°41'59" East, a distance of 2.29 feet to a point for corner, being the beginning of a non-tangent curve to the left with a radius of 532.96 feet, a central angle of 62°41'59", and a chord bearing and distance of South 11°02'58" East, 554.56 feet; THENCE in a southerly direction, with said non-tangent curve to the left, an arc distance of 583.23 feet to a point for corner; THENCE South 42°23'58" East, a distance of 425.45 feet to a point for corner; THENCE South 47°16'03" West, a distance of 91.75 feet to a point for corner; THENCE South 42°00'30" East, a distance of 82.51 feet to a point for corner; THENCE South 44°31'13" West, a distance of 76.76 feet to the POINT OF BEGINNING and containing 234,416 square feet or 5.3815 acres of land, more or less. WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096026-GRAPEVINE FAIRWAY_FAIRWAY DRIVE LEASE.DWG NOTES: Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. _________________________ JOSHUA D. WARGO REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6391 801 CHERRY STREET UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 josh.wargo@kimley-horn.com CRG JDW 063096026 2 OF 4 Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 FAIRWAY DRIVE EASEMENT MORGAN HOOD SURVEY, ABST. NO. 699, GEORGE MARTIN SURVEY ABST. NO. 1003 & ANDREW ANDERSON SURVEY, ABST. NO. 26 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS 6/11/2025 S T A T E O F T E X A SREGISTER E D L A N D SU R V E Y O R P R O F E S S I O N A L JOSHUA D. WARGO 6391 2 of 2 EXHIBIT C Hazardous Materials Initial Site Assessment (ISA) Report Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 1 of 10 Project Information Include relative project information for all CSJs identified for the project. CSJ(s): 0902-90-144 City(ies): Grapevine Zip Code(s): 76051 County(ies): Tarrant HWY(s): Fairway Drive Limits per CSJ: SH 26 to Marina Drive Section 1: Identify Previously Completed Environmental Site Assessments, Known Hazmat Conditions, Preliminary Project Design, and Right-of-Way Requirements Note: Obtain information/comments from design, right-of-way, and/or environmental staff. Attach maps and/or details as appropriate. Yes No Unknown Are there previous environmental assessments, testing, or studies performed within the proposed project area related to contamination issues (to include Phase I ESAs)? If yes, explain here if there are concerns to the proposed project: ISA Predecessor The project schematics and/or plan-profile sheets* (if available) should be reviewed. Look for substantial excavations (including utilities and storm sewer designs), new ROW and easements, and bridge demolitions or renovations. * For consultants: these documents shall be supplied by TxDOT. Section 2: Demolition and Renovation Information Related to Asbestos and Lead-Containing-Paint Yes No Are there proposed bridges or building demolitions or renovations for this project? Note: If “Yes” is selected, buildings or structures being acquired through the acquisition process are assessed and mitigated for asbestos, as needed, within the ROW process according to the TxDOT ROW Manual ROW Vol. 6 Miscellaneous -Chapter 1 Section 5. Bridge structures being demolished or renovated are assessed and mitigated for asbestos and lead-containing-paint, as needed, within the construction process according to Standard Specification Item 6.10 (and applicable Provisions), and the TxDOT guidance document: Handling Issues for Lead and Asbestos in Bridge Construction, posted on the ENV Hazardous Materials SharePoint. Section 3: Project Screening Note: Section 3.1 is only applicable for Categorically Excluded (CE) projects. If you are uncertain of the project type, select “No” and continue to Section 3.2. Section 3.1 Determine if the proposed project has a low potential to encounter contamination. Refer to the preliminary schematics for project limits and internet-based maps for surrounding land use. Yes No or an EA or EIS Project Are the limits of the proposed project within a historically undeveloped area and outside the boundaries of a designated MS4 permitted area? Historically undeveloped areas are locations where no commercial buildings are located within one- half (0.5) miles of the proposed project limits and the surrounding land use is historically agricultural, forest, or ranch lands. If “Yes” is selected, the ISA is complete. The proposed project has a low potential to encounter contamination. Complete Sections 9 and 10 of this ISA and maintain a copy and all applicable attachments in the project file. If “No” is selected, proceed to Section 3.2 of this ISA. Section 3.2 Note: Determine if the project includes the activities listed below. Yes No ROW and Easements: Are there acquisitions of new ROW, easements, temporary construction easements planned for the project? Yes No Project Excavations: Will the work consist of substantial excavation operations? Substantial excavation includes, but is not necessarily limited to: • Underpass construction, • Storm sewer installations, and 1 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 2 of 10 •Trenching or tunneling that would require temporary or permanent shoring (substantial excavations). Yes No Encroachments: Are there known or potential encroachments into the project area? Encroachments include soil and groundwater contamination, dump sites, tanks, and other issues in the ROW. 3.3 Complete the appropriate box below: If Section 3.2 contains “Yes” answers, please proceed to Section 4. If Section 3.2 contains all “No” answers, proceed to Section 6, Site Survey. Please perform a site survey documenting the results in Section 6 and then mark the appropriate box below. If a Phase I ESA has been prepared for this project, you may use the applicable site survey information from the Phase I ESA. The site survey did not identify evidence of environmental concerns listed in Section 6. The ISA is complete. Complete Sections 9 and 10 and maintain a copy of the ISA and all applicable attachments in the project file. The site survey identified evidence of environmental concerns listed in Section 6. Continue with Section 4. Section 4: Current and Past Land Use Information Note: Review and assess current and past land use (up to 50 years) in the project area. Document and attach sources that were reviewed. If one or more Phase I ESAs were prepared for this project, please use applicable information from the Phase I ESAs to help complete this section of the ISA. Yes No Not Available 4.1 Review Current and Past USGS 7.5 Minute Topographic Maps of the project area: Look for oil & gas pipelines, tanks, landfills, gravel pits, surface mines, or industrial features. List 7.5-Min Topo Maps Reviewed: Map Dates: Grapevine, TX Quad 1960, 1974, 1982, 2016 Describe observed features of concern: 1960: Developed medium-duty road with adjacent unimproved dirt roads. Two structures depicted to the adajcent southeast of the project area, one struction depicted to the adjacent west of the project area. 1974: Developed medium-duty road with adjacent developed light-duty roads. 1982: Additional structures completed to the adjacent southeast and west of the project area. 2016: No structures depicted in project vicinity. Yes No Not Available 4.2 Review Current and Past Aerial Photographs of the project area: Look for pipeline easements, aboveground tanks, landfills, surface mines, other large areas of land disturbance, or industrial features. List Aerial Photo Sources Reviewed: Aerial Photo Dates: ESRI Decade Package 1942, 1953, 1956, 1958, 1968, 1976, 1987, 1995, 2004, 2005, 2006, 2008, 2010, 2012, 2014, 2016, 2018, 2020, 2022 Describe observed features of concern: 1942: Primarily undeveloped agricultural land, nothernmost portion of project area transected by rural road. Homestead and agricultural facilities offsite to the southwest and north-northwest of the project area. 1953: Fairway Drive evident as unpaved road in project area in current alignment, disturbed land to the east. 1956: Paved road with newly developed commercial maintenance building offsite to the southeast. 1958: Construction of Grapevine Lake via damming evident to the west of the project area. 1968- Newly developed parking lot adjacent to the commercial maintenance building located to the southeast of the project area; ongoing development of Grapevine Lake with the addition of a marina; new structures approximately 500 feet northwest of the project area. 1976: Additional building development located to the northwest of the project area. 1987-1995: Paved parking lot developments located to the west of the study area; development of an exisiting parking lot located to the southeast of the project area. 2 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 3 of 10 2004-2012: Golf course, paved parking lot, and adjacent buildings development to the east of the project area; paved parking lot development to the northwest of the project area . 2014: Industrial building and adjacent paved parking lot development to the northeast of the project area; additional development to exisitng docks on Grapevine Lake. 2016-2022: Continued development onto existing docks on Grapevine Lake. Yes No Not Available Not Applicable 4.3 Review Current and Past Right-of-Way Maps/Files*: Look for oil & gas pipelines, aboveground/underground tanks, landfills, or industrial features. Note: These are not project design schematics or PS&E plans. List Maps/Files Reviewed: Map/File Dates: Describe observed features of concern: Yes No Not Available 4.4 Review Sanborn Fire Insurance Maps/Files: Look for aboveground/underground tanks, oil & gas pipelines, landfills, railroad yards, industrial facilities, or other industrial features. List Maps/Files Reviewed: Map/File Dates: Describe observed features of concern: Yes No Not Available Not Applicable 4.5 Review TxDOT As-Built Plans*: Were concerns identified during previous work within the project limits? If yes, explain: If known, what is the previous project CSJ: Note: New location where there is no pre-existing road, sidewalk, trail, etc., mark “Not Applicable”. Yes No Not Available Not Applicable 4.6 Review TxDOT Geotechnical Soil Boring Logs*: Were concerns noted on the boring logs such as unusual odors, visible contamination, trash, waste, or debris? If yes, explain: Yes No Not Available 4.7 Review TxDOT Temporary Use ROW Agreements (permits issued by the district to entities to occupy a portion of the ROW) *: Were concerns such as monitor wells or treatment systems identified within the ROW? For consultants: this information shall be supplied by TxDOT. If yes, explain: Yes No Not Available 4.8 Review Notifications of Contamination to TxDOT*: (These are typically letters from TCEQ or third parties explaining the presence of contamination on TxDOT ROW): Were concerns regarding contamination of ROW from off-site sources identified? If yes, explain: * For consultants: these documents shall be supplied by TxDOT. If no information is supplied by TxDOT, then select Not Available. Section 5: Complete a Regulatory Records Review (Database Search) Select the appropriate box below: A Database search was conducted through a contracted service. Indicate in Section 5.1, and if applicable, Section 5.2, the regulatory records searched. Attach a complete copy of the database report (contractor’s report deliverable) to the ISA. A Database search was conducted in-house. For in-house database searches, not all databases need to be reviewed, but at a minimum the databases listed in Section 5.1 marked in bold with a star (*) must be reviewed. Attach database records to the ISA that list potential issues. It is not necessary to include records of negative findings. 3 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 4 of 10 Note: Use Section 5.1 to provide a synopsis of the total number of sites identified within the search distances for each regulatory record reviewed. No comments are required when no sites were identified, or the regulatory record was not reviewed. Do not use Section 5.1 for detailed site discussions. Section 5.1 Standard Database Sources of Environmental Information from Government Agency Records FEDERAL LISTINGS Findings Regulatory Record Sites Identified No Sites Identified Federal Active NPL or Not NPL list (CERCLIS or SEMS sites)* https://cumulis.epa.gov/supercpad/CurSites/srchsites.cfm; and/or https://www.epa.gov/cleanups/cleanups- my-community (1-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Federal Archived NPL or Not NPL list (CERCLIS NFRAP or SEMSArch sites)* https://cumulis.epa.gov/supercpad/CurSites/srchsites.cfm (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Not Reviewed US EPA Brownfield Properties https://www.epa.gov/cleanups/cleanups-my-community (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Not Reviewed Federal RCRA Corrective Action (CORRACTS) list https://www.epa.gov/cleanups/cleanups -my- community, and/or http://www.epa.gov/enviro/ (1-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Not Reviewed Federal RCRA non-CORRACTS Treatment Storage Disposal (TSD) facilities list http://www.envcap.org/statetools/tsdf/ and/or http://www.epa.gov/enviro/ (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Not Reviewed Federal RCRA Generators http://www.epa.gov/enviro/ (existing/proposed ROW and adjoining properties) Comments for Sites Identified: Sites Identified No Sites Identified Not Reviewed Federal ERNS (or Responses) https://www.epa.gov/cleanups/cleanups-my-community (existing/proposed ROW) Comments for Sites Identified: STATE LISTINGS Sites Identified No Sites Identified TCEQ Industrial Hazardous Waste Corrective Action (IHWCA) sites only* http://www15.tceq.texas.gov/crpub/ (0.5-mile minimum s earch distance from project limits) Comments for Sites Identified: One (1) IHWCA site was identified within 0.5 mile of the project limits. "Trencor" was mapped approximately 0.48 mile/2,540 feet southwest of the project limits at a lower elevation relative to the proposed project. An IHWCA investigation was initiated and completed in May 2009. Sites Identified TCEQ Superfund sites* 4 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 5 of 10 No Sites Identified http://www15.tceq.texas.gov/crpub/ and/or https://www.tceq.texas.gov/remediation/superfund/sites/index.html (1-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified TCEQ Voluntary Cleanup Program (VCP) sites* http://www15.tceq.texas.gov/crpub/ (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Not Reviewed TCEQ Innocent Owner/ Operator (IOP) sites http://www15.tceq.texas.gov/crpub/ (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified TCEQ registered petroleum storage tank lists (PST)* http://www15.tceq.texas.gov/crpub/ (existing/proposed ROW and adjoining properties) Comments for Sites Identified: One (1) PST was identified within the project limits. "USACE Grapevine Project" was mapped approximately One (1) 1,000 gallon gasoline tank and one (1) 1,000 gallon diesel tank were installed in January 1960 and removed from the ground in March 1992. Sites Identified No Sites Identified TCEQ leaking petroleum storage tank remediation lists (LPST)* http://www15.tceq.texas.gov/crpub/ (0.5-mile minimum search distance from project limits) Comments for Sites Identified: One (1) LPST site was identified within 0.5 mile of the project limits. "Scotts Silver Lake Marina" was mapped approximately 0.16 miles/861 feet northwest of the project limits at at a lower elevation relative to the proposed project. An LPST Remediation ID Number was issued for the facility in 1998 and was assigned a priority code of 3.2 - "Impacted groundwater within 500 feet - 0.25 mile to surface water used by human or endangered species." The incident received regulatory closure in 2002. Sites Identified No Sites Identified TCEQ Dry Cleaners Remediation Only Database* (this entry is not for dry cleaner registration listings) http://www15.tceq.texas.gov/crpub/ (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified TCEQ Brownfield Assessment Program Properties http://www15.tceq.texas.gov/crpub/ (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Active, Closed, and Abandoned solid waste landfill sites* (can be authorized, i.e. municipal, or unauthorized; listed as CALF, CLI, SWF/LF, or MSWLF) http://www.tceq.texas.gov/permitting/waste_permits/msw_permits/msw -data (0.5-mile minimum search distance from project limits) Comments for Sites Identified: Sites Identified No Sites Identified Texas Railroad Commission (TRRC) VCP sites* https://www.rrc.texas.gov/oil-and-gas/environmental-cleanup-programs/site-remediation/voluntary-cleanup- program/ (0.5 mile minimum search distance from project limits) Comments for Sites Identified: Section 5.2 List below other pertinent records reviewed such as local records and/or additional state records Record Source and Comments: Record Source and Comments: 5 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 6 of 10 Section 6: Complete a Project Site Survey Note: Do not document site survey concerns that were previously identified by the regulatory list search, by the Current and Past Land Use review, or both. In Section 6.1, describe the location and size of the concern. Attach site maps and photographs, as appropriate. If a Phase I ESA has been prepared for this project, you may use the applicable site survey information from the Phase I ESA and updated current site conditions, as needed. Possible Site Survey Concerns: The following items are to be used as a guide to help identify potential hazardous material issues during a site survey. • underground storage tanks • vent pipes, fill pipes, or access ways indicating a fill pipe protruding from the ground • aboveground storage tanks • electrical and transformer equipment storage or evidence of release • injection wells, cisterns, sumps, dry wells • groundwater monitoring wells and groundwater treatment systems • floor drains, walls stained by substances other than water or emitting foul odors • vats, 55-gallon drums (labeled/unlabeled), canisters, barrels, bottles, etc. • stockpiling, storage of material • evidence of liquid spills • surface dumping of trash, garbage, refuse, rubbish, debris half exposed/buried, etc. • damaged or discarded automotive or industrial batteries • stained, discolored, barren, exposed or foreign (fill) soil • dead, damaged, or stressed vegetation • oil sheen or film on surface water, seeps, lagoons, ponds, or drainage basins • pits, ponds, or lagoons associated with waste treatment or waste disposal • changes in drainage patterns from possible fill areas • security fencing, protected areas, placards, warning signs • Dead animals (fish, birds, etc.) Site Survey Date(s): 4/16/2023 6.1 Describe Concerns Observed During the Site Survey. Do not include concerns previously identified during the regulatory list search and the current and past land use reviews. Indicate if the concern is associated with existing ROW, proposed ROW, adjacent property, or easements. Provide address location (or relative location) and additional information about the evidence identified; include photographs as an attachment to the ISA. Determine whether the feature discussed has the potential to impact the project. Comments or Concerns Identified: None Section 7: Interviews Section 7.1 Were interviews conducted? Yes No Possible interviewees include local residents, TxDOT staff, fire department personnel, city or county department of health/environmental staff, city or county planning staff, TCEQ staff, TRRC staff, and current and former property owners or operators. If one or more Phase I ESAs were prepared for this project, please use applicable interview information from the Phase I ESAs to help complete this section of the ISA. Section 7.2 Interview Summary: Complete this section if interviews were conducted. Add additional rows as needed. Attach record of communications to the ISA. Name: Title: Entity with: Date: Describe potential concerns: 6 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 7 of 10 Name: Title: Entity with: Date: Describe potential concerns: Section 8: Hazardous Material Concerns On the list below, indicate if a concern is resolved or unresolved. “Unresolved” indicates additional investigation or research is required. “Resolved” indicates the concern has been resolved during the preparation of this ISA. If a concern is “Unresolved” or “Resolved”, include information to support these findings. If no concerns were identified, select “No Issue”. For additional information regarding scheduling considerations, internal/external coordination, and recommended practices for resolving hazmat issues please refer to TxDOT’s Environmental Tool Kit website. Contact TxDOT ENV Hazardous Material Management (HMM) for additional assistance. 8.1 Identify Type of Hazardous Material Concerns Resolution Type of Concern Unresolved Resolved No Issue Current or Past Land Use Concerns: These concerns are associated with hazardous material issues identified in Section 4 that were not discovered during the database search in Section 5.1 or during the Site Survey in Section 6.1. Note: For ECOS IIR development, the Available Contaminated Media would be “Other”. Explain Unresolved and/or Resolved Issues: Unresolved Resolved No Issue Site Survey Concerns: These concerns are associated with hazardous material issues discovered following the completion of Section 6 that were not previously discovered during the database search in Section 5.1 or during the current and past land use review in Section 4. Note: For ECOS IIR development, the Available Contaminated Media would be “Other”. Explain Unresolved and/or Resolved Issues: Unresolved Resolved No Issue N/A Interview Concerns: These concerns are associated with hazardous material issues discovered during an interview listed in Section 7, that were not previously discovered during the database search in Section 5.1, during the current and past land use review in Section 4, or during the Site Survey in Section 6.1. Note: For ECOS IIR development, the Available Contaminated Media would be “Other”. Explain Unresolved and/or Resolved Issues: Unresolved Resolved No Issue Non-LPST Source Contamination Concerns discovered during the database search: These are sites or locations that have a potential for soil and groundwater contamination and are not associated with LPST sites. Select below all that apply. Yes No Database search identified Active SEMS, NPL or Not NPL site(s) within 1-mile of the project. This may be identified on a database search as a CERCLIS or NPL site. Yes No Database search identified Archived SEMS, NPL or Not NPL site(s) within 0.5-miles of the project. This may be identified on a database search as a CERCLIS NFRAP. Yes No Database search identified US Brownfields within 0.5-miles of the project. Yes No Database search identified RCRA CORRACTS site within 1-mile of project. Yes No Database search identified RCRA TSD facilities within 0.5-miles of project. Yes No Database search identified TCEQ IHWCA sites within 0.5-mile of project. Yes No Database search identified TCEQ Superfund sites within 1-mile of project. Yes No Database search identified TCEQ VCP sites within 0.5-miles of project. Yes No Database search identified TCEQ IOP sites within 0.5-miles of project. 7 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 8 of 10 Yes No Database search identified TCEQ DCR Remediation sites within 0.5-mile of project. Yes No Database search identified TCEQ Brownfield sites within 0.5-mile of project. Yes No Other- If yes, describe: Yes No Uncertain of impacts from one or more Non-LPST sites or need more information. Request assistance from ENV. Explain Unresolved and/or Resolved Issues:One (1) IHWCA site was identified within 1 mile of the project limits. This IHWCA investigation received regulatory closure from the TCEQ in May 2009. Therefore, this facility is not expected to impact the project. Unresolved Resolved No Issue Petroleum Storage Tanks (PSTs) Concerns discovered during the database search: PSTs are underground or aboveground storage tanks used to store fuel or other petroleum substances. Typically, these are found at gasoline and diesel refueling facilities. Select below all that apply. Yes No ROW acquisition or partial acquisition of a parcel with one or more PSTs. Yes No Other- If yes, describe: Explain Unresolved and/or Resolved Issues: Unresolved Resolved No Issue Leaking Petroleum Storage Tanks (LPSTs) Concerns discovered during the database search: LPSTs are PSTs that have caused or are suspected to have caused a release of fuel or other petroleum substances to the environment. Yes No ROW acquisition or partial acquisition of a parcel with one or more LPSTs. Yes No One or more LPSTs are located within 0.25-miles of the project. Yes No Other- If yes, describe: Yes No Uncertain of impacts from one or more LPST sites or need more information. Request assistance from ENV. Explain Unresolved and/or Resolved Issues:One (1) LPST site is located within 0.25 miles of the project. This LPST investigation received regulatory closure from the TCEQ. Therefore, this facility is not expected to impact the project. Unresolved Resolved No Issue Landfills/Waste Pits/Dump Site Concerns: These concerns are associated with known or suspected (based on visual observations) landfills, dump sites, or waste pits. These concerns may appear on a database search as CALF, CLI, SWF/LF or MSWLF site. Additionally, the local Council of Governments (COG) maintains a list of closed, abandoned, and active landfills in your project area. Select below all that apply. Yes No Database search identified closed or abandoned (can be listed as CALF, CLI, or SWF/LF) landfill sites within 0.5-miles of the project. Yes No Database search identified active (can be listed as MSWLF, SWF/LF) landfill sites within 0.5-miles of the project. Yes No Other- If yes, describe: Yes No Uncertain of impacts or need more information. Request assistance from ENV. Explain Unresolved and/or Resolved Issues: Unresolved Resolved No Issue Oil and Gas Activity Concerns: TxDOT is concerned with the acquisition of oil and gas wells (and ancillary equipment) such as process piping, production equipment, pipelines, etc. Select below all that apply. Yes No Database search identified TRRC VCP Site within 0.5 miles of project. Yes No Oil/ Gas Wells within proposed ROW. Yes No Spills or other Contamination Issues associated with ancillary equipment or pipelines. 8 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 9 of 10 Yes No Other- If yes, describe: Yes No Uncertain of impacts or need more information. Request assistance from ENV. Explain Unresolved and/or Resolved Issues: 8.2 Did the ISA identify Unresolved Hazardous Material concerns? No unresolved hazardous materials concerns were identified and/or all potential concerns were resolved within the ISA. No further hazardous materials action is required. The ISA is complete for this project. Unanticipated hazardous materials impacts encountered during the project construction phase shall be addressed in accordance with regulatory requirements and TxDOT standard specifications. Complete Sections 9 and 10 and maintain a copy of the ISA and all applicable attachments in the project file. Yes, the ISA identified one or more unresolved hazardous materials concerns requiring additional investigations or assessments. An Issues, Identification, and Resolution (IIR) form shall be created in ECOS to track the additional investigations and assessments. Complete Sections 9 and 10 and maintain a copy of the ISA and all applicable attachments in the project file. Note: Creating the IIR Form in ECOS is simply transferring each Unresolved issue. 9 of 10 EXHIBIT D Report: Hazardous Materials Initial Site Assessment (ISA) Documentation Standard Version 7 TxDOT Environmental Affairs Division 510.02.DS Effective Date: March 2024 Page 10 of 10 Section 9: ISA Attachments (attach selected reference materials used to prepare the ISA) Note: Select the reference materials reviewed to prepare the ISA. Attach the reference materials reviewed unless the reference materials are found within ECOS for this project. Referenced Materials Used Project Location Map USGS Topo Maps Aerial Photographs Project Photographs Regulatory Database Report (complete report) Sanborn Fire Insurance Maps Project Schematics/Profiles or PS&E ROW Maps/Files TxDOT As-Built Plans Temporary Use Agreements Record of Interviews Notifications Hazardous Materials Sites Map Other: Section 10: ISA Preparer Name: Thomas Kirby Tel: 4696998517 Title: Environmental Analyst Consultant Firm/ District Section: Kimley-Horn (Dallas) Address: 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 Date Completed: 07/11/2023 The environmental review, consultation, and other actions required by applicable Federal environmental laws for TxDOT projects are being or have been carried-out by TxDOT pursuant to 23 U.S.C. 327 and a Memorandum of Understanding dated December 9, 2019, and executed by Federal Highway Administration (FHWA) and TxDOT. 10 of 10 EXHIBIT D I II I W E I IW I I W X I I I TV QV4 UC4 EX I S T I N G 2 4 " O A K T R E E TO B E R E M O V E D EX I S T I N G 1 2 " C E D A R T R E E TO B E R E M O V E D EX I S T I N G 1 8 " O A K T R E E TO B E R E M O V E D EX I S T I N G 1 0 " C E D A R T R E E TO B E R E M O V E D EX I S T I N G 7 " A S H T R E E TO B E R E M O V E D EX I S T I N G 1 1 " C E D A R T R E E TO B E R E M O V E D EX I S T I N G T R E E TO B E R E M O V E D ( T Y P . ) EX I S T I N G 2 2 " E L M T R E E TO B E R E M O V E D EX I S T I N G 2 9 " O A K T R E E TO R E M A I N P R O T E C T E D I N P L A C E EX I S T I N G T R E E T O R E M A I N PR O T E C T E D I N P L A C E ( T Y P . ) TR U N K P R O T E C T I O N ( T Y P . ) SE E T R E E P R O T E C T I O N N O T E S TR E E P R O T E C T I O N F E N C I N G ( T Y P . ) SE E T R E E P R O T E C T I O N N O T E S T H I S S H E E T EX I S T I N G M O N U M E N T S I G N TO B E P R O T E C T E D I N P L A C E ( T Y P . ) EX I S T I N G 2 1 " O A K T R E E TO R E M A I N P R O T E C T E D I N P L A C E ( T Y P . ) EX I S T I N G 1 5 " O A K T R E E TO R E M A I N P R O T E C T E D I N P L A C E ( T Y P . ) EX 1 8 " O A K T R E E TO B E R E M O V E D EX 9 " A S H T R E E TO B E R E M O V E D EX 7 " A S H T R E E TO B E R E M O V E D EX 2 1 " O A K T R E E T O B E REM O V E D EX 1 8 " O A K T R E E TO B E R E M O V E D SY M B O L CO D E QT Y RE M A R K S BO T A N I C A L N A M E CO M M O N N A M E SI Z E TR E E S QV 4 FU L L , S T R A I G H T , SI N G L E L E A D E R QU E R C U S V I R G I N I A N A SO U T H E R N L I V E O A K 3" C A L , 1 6 ` H T , 6 ` S P R UC 4 FU L L , S T R A I G H T , SI N G L E L E A D E R UL M U S C R A S S I F O L I A C E D A R E L M 3" C A L , 1 4 ` H T , 6 ` S P R PL A N T S C H E D U L E © SH E E T N U M B E R Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l ROADWAY IMPROVEMENTS FOR FAIRWAY DR. CITY OF GRAPEVINE TARRANT COUNTY, TEXAS HI STE CCTTES A ET STA IREG 9 3OF59 E T X R L D R E CA A NDS EPA L YE L S E RP K A RUA . 04 / 1 8 / 2 0 2 4 TREE MITIGATION PLAN C1 0 . 0 1 LE G E N D EX I S T I N G C O N T O U R L I N E TR U N K P R O T E C T I O N ( T Y P . ) SE E T R E E P R O T E C T I O N N O T E S T H I S S H E E T 54 0 TR E E P R O T E C T I O N F E N C E ( T Y P . ) SE E T R E E P R O T E C T I O N N O T E S T H I S S H E E T EX I S T I N G T R E E T O R E M A I N PR O T E C T E D I N P L A C E ( T Y P . ) EX I S T I N G T R E E T O B E R E M O V E D ( T Y P . ) PR O P O S E D C O N T O U R L I N E 54 0 TR E E P R O T E C T I O N N O T E S : 1. P R O T E C T I V E T R E E F E N C I N G M U S T R E M A I N I N P L A C E T H R O U G H O U T C O N S T R U C T I O N , EX C E P T F O R T E M P O R A R Y R E M O V A L T O P E R F O R M R E Q U I R E D W O R K W I T H I N T R E E PR O T E C T I O N A R E A . W O R K W I T H I N T R E E P R O T E C T I O N A R E A M U S T B E D O N E B Y H A N D WH E N E V E R P O S S I B L E . N O H E A V Y E Q U I P M E N T O R M A T E R I A L S T O R A G E W I T H I N T R E E PR O T E C T I O N A R E A . 2. W O R K I N C R Z , ( C R I T I C A L R O O T Z O N E ) , M U S T B E D O N E B Y H A N D W H E N P O S S I B L E . N O HE A V Y E Q U I P M E N T O R M A T E R I A L S T O R A G E I S A L L O W E D W I T H I N C R Z O F P R E S E R V E D TR E E S . 3. W H E N C O N S T R U C T I O N I S U N D E R T H E D R I P L I N E O F A T R E E , P R O F E S S I O N A L R O O T PR U N I N G B Y A N I S A C E R T I F I E D A R B O R I S T O R E Q U I V A L E N T M U S T B E C O M P L E T E D P R I O R TO A N Y S O I L D I S T U R B A N C E . NO R T H 1 of 2 EXHIBIT E CA L L E D 2 6 . 6 0 A C R E S PA R C E L 2 SI L V E R L A K E M A R I N A L E A S E CA L L E D 2 6 . 6 0 A C R E S PA R C E L 2 SI L V E R L A K E M A R I N A L E A S E TR A C T N O . A - 1 A UN I T E D S T A T E S O F A M E R I C A (C I V I L A C T I O N 1 4 6 1 ) TR A C T N O . A - 1 A UN I T E D S T A T E S O F A M E R I C A (C I V I L A C T I O N 1 4 6 1 ) CA L L E D 8 3 0 . 1 4 A C R E S PA R C E L 1 CO W B O Y S G O L F C O U R S E L E A S E CA L L E D 8 3 0 . 1 4 A C R E S PA R C E L 1 CO W B O Y S G O L F C O U R S E L E A S E CA L L E D 2 6 . 6 0 A C R E S PA R C E L 2 SI L V E R L A K E M A R I N A L E A S E CA L L E D 1 1 1 . 6 2 A C R E S PA R C E L 1 SI L V E R L A K E M A R I N A L E A S E I II I I I I W E I IW I I W X X X X X XX X X X X X X X X X X X I I I TV PR O P O S E D 3 " C A L I P E R C A N O P Y T R E E ( T Y P . ) EI G H T ( 8 ) M I T I G A T I O N T R E E S A S PA R T O F F E D E R A L P R O J E C T 3" C A L I P E R C A N O P Y T R E E 26 AM E R I C A N E L M CE D A R E L M CH I N Q U A P I N O A K LA C E B A R K E L M LI V E O A K RE D O A K CO N C E P T P L A N T S C H E D U L E © SH E E T N U M B E R Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l ROADWAY IMPROVEMENTS FOR FAIRWAY DR. CITY OF GRAPEVINE TARRANT COUNTY, TEXAS TREE MITIGATION EXHIBIT EX - 1 NORT H NO T E S : 1. M I T I G A T I O N P R O V I D E D A T 1 : 1 R A T I O F O R 7 8 " O F R E M O V E D T R E E S : 1. A . 2 4 " O A K 1. B . 1 8 " O A K 1. C . 1 8 " O A K 1. D . 1 8 " O A K 2. C O N T R A C T O R T O P R O V I D E T E M P O R A R Y I R R I G A T I O N F O R PR O P O S E D T R E E S U N T I L F U L L Y E S T A B L I S H E D . C O N T R A C T O R T O CO O R D I N A T E W I T H C I T Y F O R F I N A L A C C E P T A N C E P R I O R T O RE M O V A L O F T E M P O R A R Y I R R I G A T I O N . 2 of 2 EXHIBIT E Scale Drawn by N/A Checked by Date Project No.Sheet No. 1 OF 2 LEGAL DESCRIPTION BEING a 0.5141 acre (22,394 square foot) tract of land situated in the Morgan Hood Survey, Abstract No. 699 and the George Martin Survey, Abstract No. 1003, City of Grapevine, Tarrant County, Texas, and being part of that tract of land described in Declaration of Taking No. 3, filed August 25, 1948 in Condemnation Proceedings (Civil No. 1461) in the District Court of the United States for the Northern District of Texas, Fort Worth Division, and being designated as Tract No. A-1A for Grapevine Lake, and being more particularly described as follows: COMMENCING at the easternmost corner of Lot 1, Block 1, Opryland Fourth Addition, an addition to the City of Grapevine according to the plat recorded in Instrument No. D211179935, Official Public Records, Tarrant County, Texas, and being a point in the northwest right-of-way line of State Highway No. 26 (a variable width right-of-way) (NAD 83 (Grid) N:7031212.87, E:2411560.45), from which a 5/8-inch iron rod found bears South 42°21'20” West, a distance of 45.14 feet, and from which a brass disk stamped “ACOE A-29” found for the easternmost north corner of said Lot 1 bears North 47°41'09” West, a distance of 175.65 feet (NAD 83 (Grid) N:7031331.11, E:2411430.58); THENCE North 16°20'53” West, a distance of 1,120.43 feet to the POINT OF BEGINNING (NAD 83 (Grid) N:7032287.87, E:2411245.13); THENCE North 20°55'37" East, a distance of 267.17 feet to a point for corner; THENCE South 69°04'23" East, a distance of 110.00 feet to a point for corner, from which a brass disk stamped “ACOE A-26” found bears South 79°23'25” East, a distance of 1,031.67 feet (NAD 83 (Grid) N:7032308.18, E:2412457.18); THENCE South 20°55'37" West, a distance of 140.00 feet to a point for corner; THENCE South 61°47'12" West, a distance of 168.14 feet to the POINT OF BEGINNING and containing 22,394 square feet or 0.5141 acres of land, more or less. WARGO, JOSH 6/11/2025 10:33 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096026-GRAPEVINE FAIRWAY_FAIRWAY DRIVE LAYDOWN AREA.DWG LAYDOWN AREA MORGAN HOOD SURVEY ABSTRACT NO. 699 & GEORGE MARTIN SURVEY ABSTRACT NO. 1003 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS NOTES: Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the laydown area. _________________________ JOSHUA D. WARGO REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6391 801 CHERRY STREET UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 josh.wargo@kimley-horn.com CRG JDW 063096026 Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 6/11/2025 S T A T E O F T E X A SREGISTER E D L A N D SUR V E Y O R P R O F E S S I O N A L JOSHUA D. WARGO 6391 1 of 2 EXHIBIT F TRACT NO. A-1A UNITED STATES OF AMERICA (CIVIL ACTION 1461) APPROXIMATE LOCATION OF 80' ROAD EASEMENT TRACT NO. 1 NO. DACW63-2-56-0008 APPROXIMATE LOCATION OF 28' ROAD EASEMENT TRACT NO. 2 NO. DACW63-2-56-0008 TRACT NO. A-1A UNITED STATES OF AMERICA (CIVIL ACTION 1461) F A I R W A Y D R I V E GE O R G E M A R T I N S U R V E Y AB S T R A C T N O . 1 0 0 3 MO R G A N H O O D S U R V E Y AB S T R A C T N O . 6 9 9 5/8" IRF STA T E H I G H W A Y N O . 2 6 (A V A R I A B L E W I D T H R I G H T - O F - W A Y ) RIG H T - O F - W A Y E A S E M E N T TR A C T A 1 A - P A R C E L 3 , P A R T 2 (NO . D A C W 6 3 - 2 - 8 8 - 0 5 8 6 ) ROAD OR STREET EASEMENT FOR TEXAS HIGHWAY DEPT. (VOL. 3387, PG. 432)P.O.C. NAD 83 (Grid) N:7031212.87 E:2411560.45 LOT 1, BLOCK 1 OPRYLAND FOURTH ADDITION (INST.NO. D211179935) BDF "ACOE A-29" NAD 83 (Grid) N:7031331.11 E:2411430.58 BDF "ACOE A-26" NAD 83 (Grid) N:7032308.18 E:2412457.18 S79°23'2 5 " E 1031.67' N 1 6 ° 2 0 ' 5 3 " W 1 1 2 0 . 4 3 ' L1 L 2 P.O.B. NAD 83 (Grid) N:7032287.87 E:2411245.13 FA I R W A Y D R I V E PROPOSED FAIRWAY DRIVE EASEMENT 0.5141 ACRES 22,394 SQ. FT.N2 0 ° 5 5 ' 3 7 " E 26 7 . 1 7 ' L3 L4 L5 LINE TABLE NO. L1 L2 L3 L4 L5 BEARING S42°21'20"W N47°41'09"W S69°04'23"E S20°55'37"W S61°47'12"W LENGTH 45.14' 175.65' 110.00' 140.00' 168.14' WARGO, JOSH 6/11/2025 10:33 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096026-GRAPEVINE FAIRWAY_FAIRWAY DRIVE LAYDOWN AREA.DWG Scale Drawn by 1" = 150' Checked by Date Project No.Sheet No. 0 GRAPHIC SCALE IN FEET 75 150 2 OF 2 LEGEND P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNING BDF = BRASS DISK FOUND IRF = IRON ROD FOUND NORTH NOTES: Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the laydown area. _________________________ JOSHUA D. WARGO REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6391 801 CHERRY STREET UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 josh.wargo@kimley-horn.com LAYDOWN AREA MORGAN HOOD SURVEY ABSTRACT NO. 699 & GEORGE MARTIN SURVEY ABSTRACT NO. 1003 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS CRG JDW 063096026 Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 6/11/2025 S T A T E O F T E X A SREGISTER E D L A N D SU R V E Y O R P R O F E S S I O N A L JOSHUA D. WARGO 6391 2 of 2 EXHIBIT F