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25-R-043 Authorizing Task Order Addendum #2 Halff Associates-Engineering Lookout Rd.RESOLUTION 25-R-043 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AMENDING RESOLUTION 25-R-035 AUTHORIZING TASK ORDER ADDENDUM #2 WITH HALFF ASSOCIATES, INC., FOR PROFESSIONAL ENGINEERING -RELATED SERVICES ON THE LOOKOUT ROAD RECONSTRUCTION PROJECT, AND OTHER MATTERS IN CONNECTION THEREWITHTH WHEREAS, on December 6, 2022, the City Council of the City of Schertz approved Resolution 22-R-138 authorizing a Task Order with Half Associates, Inc. with a not -to -exceed amount of $330,000.00 for the design of the Lookout Road Reconstruction Project; and WHEREAS, on July 11, 2023, the City Council approved Resolution 23-R-56 authorizing Task Order Addendum #1 with Halff Associates, Inc. increasing the project not -to - exceed amount to $511,000 to incorporate additional services into the project design scope to include intersection widening; and WHEREAS, on March 18, 2025 the City Council approved Resolution 25-R-035 authorizing Task Order Addendum #2 with Halff Associates, Inc. for additional easement acquisition services and reflected a new project not -to -exceed amount of $390,000, but did not include the amount of $181, 000 added by Task Order Addendum # 1; and WHEREAS, Staff recommends amending Resolution 25-R-035 to reflect the incorporation of Task Order Addendum #s 1 and 2 to reflect an accurate total project not -to - exceed amount of $571,000; and NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby amends Resolution 25-R-035 to reflect the incorporation of Task Order Addendum #s 1 and 2 to reflect an accurate total project not - to -exceed amount of $571,000 with Halff Associates, Inc. for the Lookout Road Reconstruction Project. Task Order Addendum # 1 attached as Exhibit A and Task Order Addendum #2 attached as Exhibit B. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND APPROVED on the day of 4 1 , 2025. -r -Mayor AT E T: Sheila Edmondson, City Secretary EXHIBIT A TASK ORDER ADDENDUM #1 50077397.1 A-1 This is Task Order No. 12 Addendum #1 consisting of 4 pages. Task Order In accordance with Paragraph 1.01 of the Agreement Between Owner and Engineer for Professional Services —Task Order Edition, dated October 17, 2019 ("Agreement"), Owner and Engineer agree as follows: 1. Background Data a. Effective Date of Task Order: TBD b. Owner: City of Schertz C. Engineer: Halff Associates, Inc. Lookout Road Reconstruction (0.65 Miles) e. Specific Project (description): • Reconstruct Lookout Road from Doerr Lane to Schertz Parkway to include 42- foot flexible pavement section utilizing existing curb and gutter, • Upsize and replace existing sewer lines with 18-inch sewer lines along the same corridor. 2. Services of Engineer A. The specific services to be provided or furnished by Engineer under Task Order Addendum #1 areas follows: Design (90% & 100%) o Prepare construction documents for the additional roadway design limits at the Doerr Lane and Schertz Parkway intersections with Lookout Road and include the sidewalk design along both sides of Lookout Road. o Prepare Traffic Control Plans and plans for pavement markings, signing, and delineators for the two (2) intersections. o Prepare structural wall plan and profile sheets and detail sheets for the widening at the Lookout Road and Schertz Parkway intersection. o Design structural modification for RAC-R walls to accommodate specifical site conditions (located along the proposed sidewalk on top of the existing box culverts) o Additional identification and coordination of all affected utilities and Task Order Form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services —Task Order Edition. Copyright ® 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 coordination of plans for utility relocation within the roadway widening limits. o Extend the limits of the high-level hydrologic analysis of the existing conditions and include in the technical memo. o Perform hydrologic and storm sewer calculations for the storm sewer relocations for roadway widening. o Develop plan and profile sheets as well as details for the storm sewer relocations for roadway widening. o Extend the limits of the Storm Water Pollution Prevention Plan and Best Management Practices Plan for control of erosion during and after construction. • Survey o Perform additional site topography required to collect information needed in the design of the Project. The additional survey is along Doerr Lane, Schertz Parkway, and Lookout Road (west of Schertz Parkway) for the anticipated intersection widening. o Perform boundary survey to identify the existing ROW limits for four (4) properties. o Develop right-of-way (ROW) exhibits and metes and bounds for ROW to be acquired for the intersection widening at Lookout Road and Doerr Lane and Lookout Road and Schertz Parkway. ROW exhibits will be provided for four (4) properties. • SUE Level B o Halff will designate an additional 830 linear feet of utilities per the original Task Order No. 12 scope. The additional Level B SUE designations are along Doerr Lane, Schertz Parkway and Lookout Road (west of Schertz Parkway) for the anticipated intersection widening. • Geotechnical Services o Additional analysis for retaining wall recommendations, including an additional bore at the proposed wall and global stability analysis. Halff charges 10% on top of Raba-Kistner's fee for administrative effort. • CCTV Sanitary Sewer Lines o Add the service for Fuquay, Inc. (Fuquay) to provide CCTV for the existing 8"-12" sanitary sewer lines. o Proposal provided by Fuquay under Attachment II and Attachment III, dated February 10, 2023. Halff charges 10% on top of Fuquay's fee for administrative effort. • Bid Phase Services o Additional construction phase effort for the extended project limits and the addition of the proposed structural wall, sidewalk, and storm sewer. • Construction Phase Services o Additional construction phase effort for the extended project limits and the addition of the proposed structural wall, sidewalk, and storm sewer. Task Order Form EJCDC® E-SOS, Agreement Between Owner and Engineer for Professional Services —Task Order Edition. Copyright ® 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 3. Owner's Responsibilities Owner shall have those responsibilities set forth in Article 2 of the Agreement and as follows: Right -of -Entry o The City shall obtain right -of -entry to the four (4) properties, from which right-of-way will be acquired, prior to performing the additional surveys listed in Item 2 above. Cleaning of Existing Sanitary Sewer Lines o The City shall clean the existing sanitary sewer lines prior to the CCTV fieldwork. 4. Task Order Schedule In addition to any schedule provisions provided in Exhibit A or elsewhere, the parties shall meet the following schedule: Furnish: personnel will be available 1. The consultant will submit 1Halff o commence work upon one set of plans and written notice to proceed and specifications at the 90% right -of -entry to private milestone and two sets of properties at the intersections. plans at the 100% milestone. 2. The consultant will submit a separate geotechnical report for the retaining wall recommendations. 3. The consultant will submit one video and one final report developed by Fuquay. r 1. Notice to Proceed s Coordinated 2. Provide right -of -entry 3. Clean existing Sanitary Sewer Lines J S. Payments to Engineer A. Owner shall pay Engineer for services rendered under this Task Order as follows: Fee provided shall be considered lump sum for the services described in this Task Order. See attached Exhibit 8 for Fee Schedule. B. The terms of payment are set forth in Article 4 of the Agreement and in the applicable governing provisions of Exhibit C. Task Order Form E1CDC® E-50S, Agreement Between Owner and Engineer for Professional Services— Task Order Edition. Copyright ® 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 6. Terms and Conditions Execution of this Task Order by Owner and Engineer shall make it subject to the terms and conditions of the Agreement (as modified above), which Agreement is incorporated by this reference. Engineer is authorized to begin performance upon its receipt of a copy of this Task Order signed by Owner. The Effective Date of this Task Order is to be determined. OWNER: - ENGINEER: By: By: G Print Name: 64ey2 un jliatMs Print Name: Rachel De Luna PE Title: i. r" .. C—� DESIGNATED REPRESENTATIVE FOR TASK ORDER: Name: Title: Address: Email Address: Phone: Title: Public Works Proiect Manager Engineer License or Firm's: F-312 State of: Texas DESIGNATED REPRESENTATIVE FOR TASK ORDER: Name: Title: Address: Email Address: Phone: Task Order form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services— Task Order Edition. Copyright 0 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 a W v E m W V W W L EXHIBIT B TASK ORDER ADDENDUM #2 ■ ■ halff i■■ January 13, 2025 AVO 35005.012 John Nowak, P.E. Assistant City Engineer City of Schertz Engineering 11 Commerce Place Schertz, TX 78154 210.619.1825 1 inowak@sch� RE: Lookout Road from Schertz Parkway to Doerr Lane Additional Services No. 2: Right -Of -Way Acquisition Dear Mr. Nowak: We are pleased to present this proposal for additional professional services related to the Lookout Road Improvements Project. We greatly value our ongoing partnership with the City of Schertz and are grateful for the opportunity to collaborate with you on expediting the ROW Acquisition for this important project. Should you require any further information or clarification, please do not hesitate to reach out. We look forward to continuing our successful collaboration on this project! Sincerely, HALF ASSOCIATES, INC. fOCA� Luis A. Cardona, P.E. LGPP Public Works Team Leader Attachments: Exhibit B— LOE Spreadsheet, Parcel 1 ROW Exhibit, Parcel 2 ROW Exhibit, Parcel 3 ROW Exhibit 100 NE Loop 410, Suite 701, San Antonio, TX 78216 This is Task Order No. 12 . Addendum #2 consisting of 4 pages. Task Order In accordance with Paragraph 1.01 of the Agreement Between Owner and Engineer for Professional Services — Task Order Edition, dated October 17, 2019 ("Agreement"), Owner and Engineer agree as follows: 1. Background Data Effective Date of Task Order: TBD Owner: City of Schertz (City) C. Engineer: Halff Associates, Inc. (Halff) d. Lookout Road Reconstruction (0.65 Miles) e. Specific Project (description): • Reconstruct Lookout Road from Doerr Lane to Schertz Parkway to include 42- foot flexible pavement section utilizing existing curb and gutter, • Upsize and replace existing sewer lines with 18-inch sewer lines along the same corridor. 2. Services of Engineer The specific services to be provided or furnished by Engineer under Task Order Addendum #2 are as follows: Task 1— Right -Of -Way Acquisition (3 Parcels) a. Project Coordination Services — Halff will provide Project Coordination Services to the City of Schertz. This will include. 1. Teams meeting set up or correspondence via email with City of Schertz staff to review process of each step taken for acquisition. This will include preparation of initial offer letter/package, final offer letter/package, title analysis and review of curative items needed for clear title, funding package preparation and closing services. Task Order Form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services — Task Order Edition. Copyright © 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society'of Civil Engineers. All rights reserved. Page 1 b. Appraisal Services — Appraisal Services provided by Valbridge Property Advisors (Paul P. Grafe, MAI, CCIM) will prepare complete appraisal reports for the parcels to be acquired. These reports shall conform to City policies and procedures along with the Uniform Standards of Professional Appraisal Practices (USPAP). c. Appraisal Review Services — Appraisal Review Services provided by Lowery Property Advisors (Mario Caro, MAI, AI-GRS, SR/WA) will review appraisal reports for the parcels determine consistency of values, supporting documentation related to the conclusion reached and compliance with City polices and procedures and the USPAP and prepare and submit to the City "Tabulation of Values", for the appraisal. d. Acquisition Services — Halff will provide ROW services to include Acquisition Services. 1. Analyze appraisal and appraisal review reports and confirm the City's approved value prior to making offer for the parcel. 2. Prepare and send the letter transmitting the Landowners' Bill of Rights by Certified Mail -Return Receipt Requested (CMRRR). 3. Prepare the initial offer letter, instruments of conveyance, and any other documents required or requested by City on applicable City forms. 4. The written offer, appraisal report and required brochures must be sent to the property owner or the property owner's designated representative through CMRRR. Maintain follow-up contacts and secure the necessary instruments upon acceptance of the offer for the closing. 5. Maintain original signed Receipt of Appraisal, (unless property owner refuses to sign it, it will be so noted) and the unsigned CMRRR receipt for billing purposes. 6. Respond to property owner inquiries verbally and in writing within two business days. 7. Prepare a separate negotiator contact report for the parcel. 8. Maintain parcel file of original documentation related to the purchase of the real property or property interests. 9. Advise property owner on the Administrative Settlement process. Transmit to City any written counteroffer from property owner including supporting documentation, and provider recommendation with regard to Administrative Settlements in accordance with City policy and procedures. 10. Prepare final offer letter, documents of conveyance as necessary, and provide by CMRRR. e. Title and Closing Services — Halff will provide ROW services to include Title and Closing Services 1. Secure preliminary title commitments from the Title Company that will be providing title insurance. Task Order Form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services — Task Order Edition. Copyright © 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 i. The charges from the Title Company for the preliminary title commitments will be paid by the City and are not included in Halff's negotiated fee schedule. 2. Secure title commitment updates in accordance with insurance rules and requirements for parcel payment submission. The charges from the Title Company for the preliminary title commitment will be paid by the city and are not included in Halff's negotiated fee schedule. 3. Secure title insurance for the parcel acquired, insuring acceptable title to the City. Written approval by the City required for any exception. Title Insurance shall be paid for by the City and are not included in Halffs negotiated fee schedule. 4. Halff has the responsibility of direct contact with the Title Company to obtain an updated title commitment along with other forms and certified copy of the instrument of conveyance necessary when requesting the Parcel Payment from the City. 5. Halff provides closing services in conjunction with the Title Company. Any fee related to obtaining certified court documents and fees for recording same which are not collected at the closing of the parcel shall be direct pass - through fees at the exact cost supported by the City courthouse receipts. Any related fees will be paid by the city and are not included in Halff's negotiated fee schedule. No administrative fee, management fee, service fee or profit to Halff will be paid. 7. The cost of the recording fees and filing fees are paid by the City and are not included in Halffs negotiated fee schedule. ASSUMPTIONS Fees do NOT Include: 1. Title Insurance premiums 2. Title Escrow, Search and Commitment Cost ($50.00 - $500.00 per parcel) 3. Title Curative Processing Fees 4. Title Curative Incidental Penalties 5. Real Property Recording Fees 6. Purchase prices. 7. Residential move costs or replacement housing supplements. (estimate between $40,000 to $75,000 per displaced family unit) 8. Business relocation move costs, search fees or re-established costs. (Business relocation can be as low as $40,000 generally up to $250,000) Task Order Form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services — Task Order Edition. Copyright © 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 9. Relocation incidentals such as, but not limited to mortgage interest differential expenses 10. Asbestos and Abatement 11. Demolition 12. Assumes surveys and legal descriptions will not be revised (see attachments). 3. Owner's Responsibilities Owner shall have those responsibilities set forth in Article 2 of the Agreement. 4. Task Order Schedule In addition to any schedule provisions provided in Exhibit A or elsewhere, the parties shall meet the following schedule: lction Schedule Furnish: Appraisal Services: 30-45 Days 1. The consultant will work lAppraisal Review Services: 5-10 closely with the City's Days after appraisal has been representative to complete received. the ROW Acquisition required for this project. i 1. Notice to Proceed Coordinated S. Payments to Engineer A. Owner shall pay Engineer for services rendered under this Task Order as follows: Fee provided shall be considered lump sum for the services described in this Task Order. See attached Exhibit B for Fee Schedule. B. The terms of payment are set forth in Article 4 of the Agreement and in the applicable governing provisions of Exhibit C. 6. Terms and Conditions Execution of this Task Order by Owner and Engineer shall make it subject to the terms and conditions of the Agreement (as modified above), which Agreement is incorporated by this reference. Engineer is authorized to begin performance upon its receipt of a copy of this Task Order signed by Owner. The Effective Date of this Task Order is to be determined. Task Order Form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services— Task Order Edition. Copyright ® 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 OWNER: By: Print Name: ` Aryc' Title: DESIGNATED REPRESENTATIVE FOR TASK ORDER: Name: Title: Address: Email Address: Phone: ENGINEER: V: B Print Name: Lamberto Balli PE, PWLF Title: _ Vice President/Director of Public Works Engineer License or Firms: F-312 State of: Texas DESIGNATED REPRESENTATIVE FOR TASK ORDER: Name: Title: Address: Email Address: Phone: Task Order Form EJCDC® E-505, Agreement Between Owner and Engineer for Professional Services —Task Order Edition. Copyright 0 2014 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 5 J W V W LL G 2 haff Page 1 of 3 Document: 0.013 Ac. (546 Sq. Ft.) (LRS) STATE OF TEXAS § AVO No: 35006.012 COUNTY OF COMAL § Date: January 10, 2025 County: Comal RIGHT-OF-WAY PARCEL Survey: Toribio Herrera Abstract: Number 205 LEGAL DESCRIPTION FOR 0.013 Acre (546 Sq. Ft.) R.O.W. PARCEL 1 DESCRIPTION OF 0.013 OF AN ACRE (546 SQ. FT.) TRACT OR PARCEL OF LAND OUT OF THE TORIBIO HERRERA SURVEY, ABSTRACT NO. 205, SITUATED IN COMAL COUNTY, TEXAS, AND BEING A PORTION OF LOT 1, BLOCK 1 OF THE JOHN FAMILY PROPERTIES, L.L.C. AS SHOWN ON THE PLAT FOUND RECORDED ON MAY 13, 2008, AND FILED AS DOCUMENT NUMBER 200806019024 OF THE MAP OR PLAT RECORDS OF COMAL COUNTY, TEXAS (M.P.R.C.C.T.); THE SAID 0.013 OF AN ACRE (546 SQUARE FOOT) TRACT OR PARCEL OF LAND AS SHOWN ON AN ACCOMPANYING EXHIBIT, INTENDED TO BE UTILIZED AS A RIGHT-OF-WAY (R.O.W.) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING, at a'/2 inch iron rod with a surveyor's cap inscribed "HERWOOD SURVEYING" in the west line of Shertz Parkway, a dedicated public roadway (ROW Varies), found for the southeasterly end of a cutback at the intersection with Lookout Road a dedicated public roadway (ROW Varies), and being in the northeasterly line of the said Lot 1, Block 1; THENCE, South 300 17' 29" East, going along the southwest ROW line of said Shertz Parkway, same being the northeasterly line of the said Lot 1, Block1, a distance of 3.33 feet to a % inch iron rod with a yellow surveyors cap inscribed "HALFF" set in the proposed southeasterly ROW line of said Lookout Road, said iron rod being the northeast corner of, and the POINT OF BEGINNING of the tract described herein; THENCE, South 30° 17' 29" East, continuing along the southwest ROW line of said Shertz Parkway, same being the northeasterly line of the said Lot 1, Block1, a distance of 56.62 feet to a '/ inch iron rod with a yellow surveyor's cap inscribed "HALFF" set in the southwesterly ROW line of said Shertz Parkway, said iron rod being the southeast corner of, the tract described herein; THENCE, leaving the southwest ROW line of said Shertz Parkway, same being the northeasterly line of the said Lot 1, Block1, and going over, across and through the said Lot, Block 1, the following four (4) courses and distances: 1) South 590 42' 31" West, a distance of 4.46 feet to M.A.G. Nail set for the most southwesterly corner of the tract described herein; 2) North 390 38' 42" West, a distance of 35.46 feet to a '/2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the point of curvature of curve to the left; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com 0 ' haff' Page 2 of 3 Now 0.013 Acre (546 Sq. Ft.) (LRS) Page Two 3) Along the arc of said curve to the left, having a Radius of 60.00 feet, through a Central Angle of 12° 46' 16", having a Chord Bearing of North 46001'50" West, a Chord Distance of 13.35 feet, an Arc Distance of 13.37 feet to a Y2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the point of tangency; and, 4) North 52° 24' 59" West, a distance of 9.54 feet to a %2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the point of intersection with the above referenced existing southeasterly ROW Line of Lookout Road, same being the most northwesterly corner of the tract described herein; THENCE, North 590 51' 57" East, going along the said existing southeasterly ROW line of said Lookout Road, same being the northwesterly line of said Lot 1, Block 1, a distance of 17.44 feet to the POINT OF BEGINNING, and containing 0.013 of an acre (546 sq. ft.) of land area within these metes and bounds. This Description was prepared to accompany an Exhibit of this 0.013 acre (546 Square Foot) tract or parcel of land. Said Exhibit identified as HALFF - 35005.012 Lookout Road R.O.W. Parcel 1- 0.13 Acre. pdf Notes: Basis of Bearing is Grid North. All bearings and distances are referenced to the Texas Coordinate System of 1983, Texas State Plane South Central Zone (4204), NAD 83 (2011 adj., EPOCH 2O11.00). All distances and coordinates are surface values and may be converted to grid by dividing by a surface adjustment factor of 1.00016. All measurements are in U.S. Survey Feet. Date of Survey: January 10, 2025 This survey substantially complies with the current Texas Society of Professional Surveyors Manual of Practice requirements for a Category 1 B, Condition 2, Standard Land Survey. ,4, FdLt� -3 Ly . Savory, Registere rofessional Land Surveyor Sta a Of Texas No. 4598 T.B.P.E.L.S. Surveying Firm No. 10029600 T-.OF .rF '� •LYNN R.•SAVOHY � '....::.A... 4598 .. �. ....' FSS� y6 SURJ�r r` V `r �crr. / 0,, 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com 2252 % EXHIBIT "A" % eJ' SCALE IN FEET LOOKOUT ROAD \ / 1 8112°X11" -- - _-_ - � -PARCEL 1 \ JOHN FAMILY PROPERTIES, LLC p0 1 i 0 40 80 CALLED 3.029 ACRE TRACT 3009 N DOC,110. 200706049742 V+ / �2 } co Wl �'VI NCENTE DECEMBER i 007 � b b 1 .. coM%c° MICHELI SURVEYS N o ABSTRACT °°�°`��� NO. 383 PARENTTRA� INSET SITE / / r 35 ' II - SUNL/fEASSURANCE / LINE TABLE COMPANYOWCANAOA / 9N CITY OF F+ DOC NO.249.7104922767 ��1• / SELMA O.P.' LINE # BEARING DISTANCE R.GC.T. 1 APR/L 18, 2021 I �tfG R / Ll S 30°17'29" f 3.33' jo L2 S 59'42'31" W 4.46' VICINITY MAP: N.T.S. ` / L3 N 39°38'42" W 35.46' / L4 N 52"24'59" W 9.54' ORE/LLYAUTO / v / L5 N 59"51'57" E 17.44' ENTSES, LLC a / . a j OOC NO.O. 20 20I506049735 / P.O.C.�O ► " O.P.R.C.C.T. ` 6, OCTOBER28:1015 ��' �Oo Ll /\aG P O �f vY�v�� �1 / ' O 'A C� / 0\_Np,* `Of� Q1r 0. Pj ' 69,072.792,171.310. /s00 °6/ / 0. 0I3 AC. / , ,°aN y 546 SQ. FT. MMA. AIL R!q N '��-� • � T�` 7J / / \ \ Zm 3�A .01 \cm lap, /// \\ \ oC'y p G / . 6° Z w \%A 00a° / / JOHN FAMILY PROPERTIES, LLC \ \ mm UO CALLED 3.029 ACRE TRACT /NO. ca \ / / DOC. NO.P 049742 R.C.C.T / \\ \ m DECEMBER 11, 2007 / / LOTI, BLOCKI JOHNFAMW rPROPER77E5 LLC 2 aG ,Zc /NST. N0. 100806019014 \ \ p MAY13 2008 \ a c %J • �z. / T CURVE TABLE — TORIBIO HERRERA SURVEY CURVE # DELTA RADIUS ARC LENGTH CHORD BEARING CHORD DISTANCE ABSTRACT NO. 205 CI 12°46'16" 60,00' 13.37' 1 N 46°01'50" W 13.35' LEGEND NO. REVISION ey _ 7 PARCEL NUMBERS ADDED `jr • � EXISTING RIGHT OF WAY -- - �-------- _ ` MLM PROPERTYLINE �• — EXISTING EASEMENT LINE • HISTORIC RIGHT OF WAY PARCEL LINE FOUND 12-INCH IRON ROD (UNLESS NOTED) () SET 12•INCH IRON ROD W/YELLOW CAP STAMPED -HALFP (UNLESS NOTED) P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT IT RIGHTOF WAY D.A.C.C.T. DEED RECORDS, COMAL COUNTY, TEXAS M.P.R.C.C.T. MAP h PLAT RECORDS, COMAL COUNTY, TEXAS O.P.A.C.C.T. OFFICAL PUBLIC RECOADS. COMAL COUNTY, TEXAS NOTES: 1. THE BA51S OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1963 MAD 83) 2011 ADJUSTMENT, EPOCH 2O11.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACEAND MAY BE CONVERTED TO GA(D BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF I.00016, 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTK) OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT RRP STATION GUADALUPE_TXSE. 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLETED NOVEMBER 15, 2024. 7. FIELD SURVEYS COMPLETED DECEMBER 23, 2024. OF co ................................. LYNN R. SAVORY 2�OFE g S ��o •8�(I RV� inn, THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. EASEMENTS OR OTHER MATTERS OF RECORD MAY EXIST WHERE NONE ARE SHOWN. THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MYSUPERVIS(ON R. SAVOR A E GISTEREU PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 4598 DATE 0111025 CITY OF SCIiERTZ TEXAS I:(NN(((;IN/I:I RM(:.IANT) 1`1111IJI• (WORKS cnwwarr iF.q'::^E +waORtuNlrr _ .. haLff 100 NF INTFRSTAT[ 410 LOOP SuITF 701 S.M AN I ENRO, [FXA4 TnI+C, iCL (2IOI 70n- FAX 12101 IlNfdmlpf6 76PCLS FIRtd Yt001A907 0.013 ACRE RIGHT OF WAY PARCEL 1 PAGE 3 OF 3 PROJECT NO. 35005.012 DR WN. BY. MLM CHKD. BY: LRS 100%SUBMITTA1 DATE: 01/102025 SHEET NO. " halff Page 1 of 3 ■■■ Document: 0.037 Ac. (1,617 Sq. Ft.) (LRS) STATE OF TEXAS § AVO No: 35005.012 COUNTY OF COMAL § Date: January 10, 2025 County: Comal RIGHT-OF-WAY PARCEL Survey: George M. Dolson Abstract: Number 120 LEGAL DESCRIPTION FOR 0.037 Acre (1,617 Sq. Ft.) R.O.W. PARCEL 2 DESCRIPTION OF 0.037 OF AN ACRE (1,617 SQ. FT.) TRACT OR PARCEL OF LAND OUT OF THE GEORGE M. DOLSON SURVEY, ABSTRACT NO. 120, SITUATED IN COMAL COUNTY, TEXAS, AND BEING A PORTION OF LOT 1, BLOCK 1 OF PROLOGIS PARK TRI COUNTY, AS SHOWN ON THE PLAT FOUND RECORDED ON AUGUST 06, 2008, AND FILED AS INSTRUMENT NUMBER 200806030235 OF THE MAP OR PLAT RECORDS OF COMAL COUNTY, TEXAS (M.P.R.C.C.T.), SAID LOT 1, BLOCK 1 BEING THAT TRACT IDENTIFIED IN A SPECIAL WARRANTY DEED CONVEYED TO CATERPILLAR INC., FOUND RECORDED ON NOVEMBER 15, 2010, AND FILED AS DOCUMENT NUMBER 201006038493 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS (O.P.R.C.C.T.), THE SAID 0.037 OF AN ACRE (1,617 SQUARE FOOT) TRACT OR PARCEL OF LAND AS SHOWN ON AN ACCOMPANYING EXHIBIT, INTENDED TO BE UTILIZED AS A RIGHT-OF-WAY (ROW) PARCEL AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at an Iron Stake with a punch hole found in the westerly ROW line of Doerr Lane a dedicated public roadway (R.O.W. Varies), as shown on the Tri-County Business & Industrial Park Unit 2 subdivision plat found recorded on May 17, 1985 and filed as Volume 8, Page 121 of the said Map or Plat Records, same being the easterly line of said Lot 1, Block 1, Prologis Park Tri County, and said point of beginning being a point of curvature of a curved return to the right; THENCE, going along the west ROW line of said Doerr Lane, being the east line of said Lot 1, Block 1, along with the arc of said curved return to the right, having a Radius of 41.00 feet, through a Central Angle of 840 48' 31", having a Chord Bearing of South 34017'14" West, a Chord Distance of 55.30 feet, an Arc Distance of 60.69 feet to a '/2 inch iron rod with a yellow surveyor's cap inscribed "HALFF", found at the end of said curve for the point of intersection with the north ROW Line of Lookout Road, a dedicated public roadway (ROW Varies) as shown on the plat for the Associate Drive Extension found recorded on April 29, 2005 and filed as Volume 15, Page 227 of the said Map or Plat Records, said rod found, also being a point of reverse curvature with a curve to the left; THENCE, along said northerly ROW line of Lookout Road, same being the southerly line of said Lot 1, Block 1, Prologis Park Tri County, with the arc of said curve to the left, having a Radius of 660.00 feet, through a Central Angle of 060 51' 52", having a Chord Bearing of South 72045'39" West, a Chord Distance of 79.03 feet, an Arc Distance of 79.07 feet to a % inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the westernmost corner of the tract described herein; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com Page 2 of 3 mom halff m 0.037 Acre (1,617 Sq. Ft.) (LRS) Page Two THENCE, leaving the north ROW line of said Lookout Road, going over, across and through the said Lot 1, Block 1, Prologis Park Tri County, along the northerly line of the tract described herein, the following two (2) courses and distances: 1) North 690 06' 48" East, a distance of 98.43 feet to a'/inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for an angle point of the tract described herein; and, 2) THENCE, North 340 44' 37" East, a distance of 36.14 feet to a'h inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the point of intersection with the above mentioned west ROW line of Doerr Lane, same being the east line of the said Lot 1, Block 1, for the northernmost corner of the tract described herein; THENCE, South 08' 00' 49" East, along the said westerly R.O.W. line of Doerr Lane, being the east line of said Lot 1, Block 1, a distance of 11.22 feet to the POINT OF BEGINNING, and containing 0.037 of an acre (1,617 sq. ft.) of land area within these metes and bounds. This Description was prepared to accompany an Exhibit of this 0.037 acre (1,617 Square Foot) tract or parcel of land. Said Exhibit identified as HALFF- 35005.012 Lookout Road R.O.W. Parcel 2-0.037 Acre. pdf Notes: Basis of Bearing is Grid North. All bearings and distances are referenced to the Texas Coordinate System of 1983, Texas State Plane South Central Zone (4204), NAD 83 (2011 adj., EPOCH 2O11.00). All distances and coordinates are surface values and may be converted to grid by dividing by a surface adjustment factor of 1.00016. All measurements are in U.S. Survey Feet. Date of Survey: January 10, 2025 This survey substantially complies with the current Texas Society of Professional Surveyors Manual of Practice requirements for a Category 1 B, Condition 2, Standard Land Survey. Lyn R. Savory, Registered Uofessional Land Surveyor State Of Texas No. 4598 T.B.P.E.L.S. Surveying Firm No. 10029600 A %. e O t LYNN K. SAVOKY � 4598���;� / �iNoF�ss�o��o man. i v 20�� 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com EXHIBIT "A" SCALE IN FEET 8 "XI1. i 0 40 80 1 , i al`,� \\ 1 � GEORGE M. DOLSON 12\\ SURVEY 1 i ABSTRACT NO. 120 N m°i 25' BUILDING SETBACK LINE --'�{ ° 1 '* G) INST, NO. 200806030235 m i ";o A 1 r Oi 10' TELEPHONE EASEMENT VOL. 175, PG. 521, D.R.C.C.T 1 1 mi =z i 1 Qm LOTS, BLOCKS i PK CATERPILLAR INC. 7RICOVA7YDOC. NO. 201006038493 INST, NO, 200806030135 O.P.R.C.C.T. 1 1 NOVEMBER 15, 2010 AUGUST6, 2008 r 1 1 0.037 AC. _ 1 N: 13,770,854.31 E:2,194,971.70 1, 617 SQ. FT. I � 906p8 E �5 Poor, , � � ROAD LOOKO E \Nlb� VARiAR O'W' vf CIAN ON A55C� 5, p1 T 9 / VO . p.R G CURVETABLE 77U-COL/N7Y C,1 yl BUSINESS & INDUSTRIAL \� PARK UNIT2 1I2" IRFC 1 (HALFF) %m 1cc z� vn '1� o rZ 1m / VOL. 8 06. 121 / M..P.R•C.C.T. A / EXISTING r , r r r TORIBIO HERRERA SURVEY ABSTRACT NO. 205 CURVE # DELTA RADIUS ARC LENGTH I CHORD BEARING CHORD DISTANCE Cl 84"48'31" 42.00, 60.69, 534,17'14"W 55.30' (Cl) (84°4831") (41.001) (60.69) (S34"17'14"W) (55.30') C2 06"51'52" 660.00' 79.07' S 72.45'39" W 79.03' (C2) (16"40'44") (660.00') (192.13') (S 67"50'43" W) (19I.45) LEGEND EXISTING RIGHT OF WAY PAOPERTYLINE EXISTING EASEMENT LINE HISTORIC RIGHT OF WAY PARCEL LINE FOUND 12-INCH IRON ROD (UNLESS NOTED) O SET 12-INCH IRON ROD WITH YELLOW CAP STAMPED •HALFF IRF FOUND IRON ROD (SIZEAS NOTED) IRFC FOUND IRON ROD W1 PLASTIC CAP (SIZE AS NOTED) P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. RIGHT OF WAY D.R.C.C.T. DEED RECORDS, COMAL COUNTY, TEXAS M.P.R.C.C.T. MAP & PLAT RECORDS, COMAL COUNTY, TEXAS O.P.R.C.C.T. OFFICAL PUBLIC RECORDS, COMAL COUNY, TEXAS NOTES: 1, THE BASIS OF BEARING 15'GRID NORTH". ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204). NORTH AMERICAN DATUM OF 2983 (NAD 83) 20I2 ADJUSTMENT, EPOCH 2O10.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACEAND MAY BE CONVERTED TO GRID BY DIVIDING TIfE PROJECT SURFACE ADJUSTMENT FACTOR OF 1.00016. 3. ALL HORIZONTAL VALUES WEAE DERIVED AND VERIFIED BY GPS (RTK) OBSERVATION USING THE TXDOT VAS NETWORK, TXDOT RAP STATION GUADALUPE_TXSE. 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. S. A PROPERTY DESCAIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLETED NOVEMBER 15, 2024. 7. FIELD SURVEYS COMPLETED NOVEMBER 15, 2014. ��.0F lF 41 �a ;. ..:� b3 * ,fP ...:............................ LYNN R. SAVORY ................................. 4598 20'' FSS�• suR� Ji�rt• , 2v2� THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT EASEMENTS OR OTHER MATTERS OF RECORD MAY EXIST WHERE NONE ARE SHOWN. THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MY SUPERVISION LYNN SAVORY OA E RE RED PROFESSIONAL LA SURVEYOR TEXAS REGISTRATION NO. 4598 LINE TABLE LINE # BEARING DISTANCE Ll I S 08.00'49" E 11.22' L2 N 34.44'37" E 36.14' EXISTING R.O.W. ASSOCIATE DR. VARIABLE WIDTH R.O.W. ..ao \�A CATERPILLAR INC. DOC. NO. 201006038493� O.P.A.C.C.T. NOVEMBER I5, 2010 D OA PARCEL 2 -' y PARENT TRACT INSET N. T.S. NO. REVISION__ _ _ BY DATE 1 PARCEL NUMBERS ADDED ML 0111025 a haff Page 1 of 4 ■■■ Document: 0.034 Ac. (1,480 Sq. Ft.) (LRS) STATE OF TEXAS § AVO No: 35006.012 COUNTY OF COMAL § Date: January 10, 2025 County: Comal RIGHT-OF-WAY PARCEL Survey: Toribio Herrera & George M. Dotson Abstract: Number 205 and 120 (Respectively) LEGAL DESCRIPTION FOR 0.034 Acre (1,480 Sq. Ft.) ROW PARCEL 3 DESCRIPTION OF 0.034 OF AN ACRE (1,480 SQ. FT.) TRACT OR PARCEL OF LAND OUT OF THE TORIBIO HERRERA SURVEY, ABSTRACT NO.205 AND THE GEORGE M. DOLSON SURVEY, ABSTRACT NO. 120, SITUATED IN COMAL COUNTY, TEXAS, AND BEING A PORTION OF LOT 18, BLOCK 1 OF THE TRI-COUNTY BUSINESS AND INDUSTRIAL PARK BLOCK DISTRIBUTING SUBDIVISION AS SHOWN ON THE PLAT FOUND RECORDED ON SEPTEMBER 20, 2000, AND FILED AS VOLUME 13, PAGE 282 OF THE MAP OR PLAT RECORDS OF COMAL COUNTY, TEXAS (M.P.R.C.C.T.), THE SAID 0.034 OF AN ACRE FURTHER BEING A PORTION OF THAT TRACT IDENTIFIED AS 24.17 ACRES, AND DESCRIBED IN THAT SPECIAL WARRANTY DEED TO BLOCK OFFICE PARTNERS, LTD. FOUND RECORDED ON OCTOBER 18, 2001, AND FILED AS DOCUMENT NUMBER 200106033630 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS (O.P.R.C.C.T.), THE SAID 0.034 OF AN ACRE (1,480 SQ. FT.) TRACT OR PARCEL OF LAND AS SHOWN ON AN ACCOMPANYING EXHIBIT, INTENDED TO BE UTILIZED AS A RIGHT- OF-WAY (R,O,W,) PARCEL, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING, at a'/ inch iron rod with a surveyor's cap inscribed "2-JAN" in the northerly right of way (ROW) line of Associate Drive, a dedicated public roadway (ROW Varies), as shown on the Tri-County Business & Industrial Park Unit 2 subdivision plat found recorded on May 17, 1985 and filed as Volume 8, Page 121 of the said Map or Plat Records, same being the southerly line of the said Lot 18, Block 1, found for point of curvature of a curve to the left; THENCE, going along the north line of said Associate Drive, being the south line of said Lot 18, Block 1, along the arc of said curve to the left, having a Radius of 660.00 feet, through a Central Angle of 18° 21' 56", having a Chord Bearing of North 79040'47" West, a Chord Distance of 210.65 feet, an Arc Distance of 211.56 feet to a Y2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set forthe southeast corner of, and POINT OF BEGINNING of the tract described herein; THENCE, continuing along the said northerly ROW line of Associate Drive, being the southerly line of said Lot 18, Block 1, the following two (2) courses and distances: 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com Page 2 of 4 mom ovs haLff 0.034 Acre (1,480 Sq. Ft.) (LRS) Page Two 1) Continuing along the arc of the previously described curve to the left, having a Radius of 660.00 feet, through a Central Angle of 03° 19' 18", having a Chord Bearing of South 89°28'36" West, a Chord Distance of 38.26 feet, an Arc Distance of 38.26 feet to a Y2 inch iron rod with a surveyor's cap inscribed "PAPE DAWSON", found at the intersection of said northerly ROW line of Associate Drive with the easterly ROW line of Doerr Lane (ROW Varies), as shown on the said Tri-County Business & Industrial Park Unit 2 subdivision plat, for the point of reverse curvature with a curved return to the right; and, 2) Along the arc of said curved return to the right, having a Radius of 41.01 feet, through a Central Angle of 84° 10' 13", having a Chord Bearing of North 50°05'56" West, a Chord Distance of 54.98 feet, an Arc Distance of 60.25 feet to a % inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the end of said curve, from which point a % inch iron rod with an unreadable surveyor's cap, bears N65°17'52"E, 3.38 feet; THENCE, North 08° 00' 49" West, continuing along the easterly ROW line of said Doerr Lane, being the westerly line of said Lot 18, Block 1, a distance of 82.04 feet to a °/2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the most northerly corner of the tract described herein; THENCE, leaving the easterly ROW line of said Doerr Lane, going over, across and through the said Lot 18, Block 1, the following four (4) courses and distances: 1) South 160 07' 61" East, a distance of 64.77 feet to a 1/2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for the point of curvature of curved return to the left; 2) Along the arc of said curved return to the left, having a Radius of 70.00 feet, through a Central Angle of 720 43' 54", having a Chord Bearing of South 52°29'48" East, a Chord Distance of 83.01 feet, an Arc Distance of 88.86 feet to a'/2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for corner at the end of said curve; 3) South 880 51' 45" East, a distance 8.08 feet to a'/2 inch iron rod with a yellow surveyor's cap inscribed "HALFF" set for an exterior ell comer of the tract described herein; and, 4) South 010 08' 16" West, a distance of 3.23 feet to the POINT OF BEGINNING, and containing 0.034 of an acre (1,480 sq. ft.) of land area within these metes and bounds. This Description was prepared to accompany an Exhibit of this 0.034 acre (1,480 Square Foot) tract or parcel of land. Said Exhibit identified as HALFF - 35005.012 Lookout Road R.O.W. Parcel 3-0.34 Acre.pdf 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 hatff.com Page 3 of 4 MN .R. haLff 0.034 Acre (1,480 Sq. Ft.) (LRS) Page Three Notes: Basis of Bearing is Grid North. All bearings and distances are referenced to the Texas Coordinate System of 1983, Texas State Plane South Central Zone (4204), NAD 83 (2011 adj., EPOCH 2O11.00). All distances and coordinates are surface values and may be converted to grid by dividing by a surface adjustment factor of 1.00016. All measurements are in U.S. Survey Feet. Date of Survey: January 10, 2025 This survey substantially complies with the current Texas Society of Professional Surveyors Manual of Practice requirements for a Category 1 B, Condition 2, Standard Land Survey. 4 LyryR. Savory, Register rofessional Land Surveyor State Of Texas No. 4598 T.B.P.E.L.S. Surveying Firm No. 10029600 A� ... ....� < ••LYNN R.•SAVORY • 1 ... ;:.... .. ..................... 4598� � � '•?'o� oar:: � •� �u �.r iv top y 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 hatff.com GEORGE M. DOLSON SUVREY ABSTRACT NO. 120 LINE TABLE i LINE # BEARING DISTANCE L2 S Ol°08715" W 3.23' _ � 0 ' . EXISTNG R OoKOoe WID�H VPR1ARA� '' TE pRIvE N EXHIBIT "A" \ X cl C OGGQf\`LZ D %-j yo \ m O mm =m �C C SCALE IN FEET I \ 8'12" X 11" � \4Nor- \ V 0 40 80 25' BUILDING SETBACK LINE N ILn\' ' \ VOL. 13, PG. 282, M.P.R.C.C.T. ELECTRIC T EPH ONE, \ CATV & GAS EASMENT 00 Ln VOL. 13, PG, 282, M.P.R.C.C.T. o \ \ cq m LOTIB, 8zoo j i TR1-00l1WYBZ1S/NESSAND INDUSTR14Z PARK/BLOCKD/STR/BUT/NGSUBD/II/S/ON V \ 1 o VOL. I3, PG. 282 N.P.R.C.C.T. SEPTEMBER20, 2000 10 BLOCK OFFICE PARTNERS, LTD. CALLED 24.17 ACRE TRACT / 112" IRFC , \/� -gam DOC. NO. 200106033630 / ' (UNREADABLE) 'q m \ O.P.R.C.C.T. N 65°17'52" E I OCTOBER 18, 2001 i3.38' ` ` \ ,T 0.034 AC. K ' 1,480SQ. FT. --"rt----- _ L2.,�1R�ZJAN) / TR/-COUNTY 1 li C2 C1 Y' BUS/NESS& /NDUSM1AL 112" IRFC P.O.B. (Cl) -T. VOL. 'q C . 121 SV� V (PAPE DAWSON) E.• 2,195111.013 EXISTING R.O.W. ASSOCIATE DR. oa bpi , / VARIABLE WIDTH R.O.W. �Zz � ASSE�E451 227 OL 15 G C T, . EXISTING R.O.W PARENT TRACT INSET N.T.S. M•PR' �, TORIBIO HERRERA SURVEY ,r ABSTRACT NO. 205 CURVE TABLE CURVE # DELTA RADIUS ARC LENGTH CHORD BEARING CHORD DISTANCE Cl C2 18°21'56" 660.00' 211.56' N 79"40'47" W S 89°28'36" W 210.65' 03°19'18" 660.00' 38.26' 38.26' (248.34) (Cl) & (C2) l (21_41-27") (660.00') (249.83') (N 80,59,031, W) C3 84"10'13" 41.02' 60.15' N 50°05'56" W 54.98' (S 49°44'11" W) (54.97.) S 52"29'48" E I 83.01' (C3) (84°10'586 (42.009 (60.247 C4 72°43'54" 70.00' 88.86, LEGEND — ' ' •— EXISTING AIGHT OF WAY PROPERTY UNE — EXISTING EASEMENT LINE • �• — HISTORIC RIGHT OF WAY PARCEL LINE 10 FOUND 324NCH IRON ROD (UNLESS NOTED) 0 SET 12-INCH IRON ROD WITH YELLOW CAP STAMPED •HALFF" IRF FOUND IRON ROD (SIZEAS NOTED) IRFC FOUND IRON ROD W/PLASTIC CAP (SIZE AS NOTED) P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. RIGHT OF WAY 1'.R.C.C.T. DEED RECORDS, COMAL COUNTY, TEXAS M.P.R.C.C.T. MAP & PLAT RECORDS, COMAL COUNTY, TEXAS O.P.R.C.CT. OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXAS o�0 A . mI BLOCK OFFICE PARTNERS, LTD. CALLED 24.17 ACRE TRACT DOC, NO, 200106033630 / O.P.R.C.C.T. OC / TOBER I8, 2002 1/ �_PARCEL3 1 Oc� �TFpQ� -TRI COUNTY PIS' jj NO. REVISION � i f 1 PARCEL NUMBERS ADDED -T OF.T P•'C��ST�R F-yL i NOTED) �•' [P ................................. LYNN R. SAVORY .. ....................... O F SS �S�U Ft NOTES: 1. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTAAL ZONE (4204), NORTH AMERICAN DATUM OF 2983 (NAO 83) 2011 ADJUSTMENT, EPOCH 2O10.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 1.00016. 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTK) OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT ARP STATION GUADALUPE TXSE. 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLETED NOVEMBER 15, 2024, 7. FIELD SURVEYS COMPLETED NOVEMBER 15, 2024. if4rn� r—, 362 ' THIS SURVEY WAS PERFORMED W(THOUTTHE BENEFIT OF A TITLE COMMITMENT. EASEMENTS OR OTHER MATTERS OF RECORD MAY EXIST WHERE NONE ARE SHOWN. THIS SURVEY WAS MADE ON THE GROUND OF THE PAOPERTY SHOWN HEREON. UNDER MYSUPERVISION LVW R. SAVORY CPA CJ REC15TERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 4598 DATE 01/10/25