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Sandy Lk Tracts-SY071220 NATHAN D. MAIER CONSULTING ENGINEERS, INC. LETTER OF TRANSMITTAL Two NorthPark / 8080 Park Lane / Suite 600 Dallas, Texas 75231 (214) 739-4741/ FAX (214) 739-5961 WE ARE SENDING YOU, [gj o Shop drawings o Copy ofIetter Attached o For pick-up DATE December 20, 2007 I JOB NO. 07-046 RE Sandy Lake Tracts I-V CLOMR-F and CDC Application TO Ken Griffin, PE City of Coppell Engineering 255 Parkway Boulevard Coppell, Texas 75019 972-304-3679 o o Prints Change order o o [gj Plans 0 Samples LOMR Revision o Specifications Under separate cover via _the following items: COPIES DATE NO. DESCRIPTION 2 December 2007 Copies ofCLOMR-F Application 2 December 2007 Copies of CDC Application THESE ARE TRANSMITTED as checked below: . [gj o o o As requested by _ o FORBIDSDUE_19_ o PRINTS RETURNED AFTER LOAN TO US For approval 0 Approved as submitted For your use 0 Approved as noted As requested 0 Returned for corrections o Resubmit _ copies for approval o Submit _ copies for distribution o Return _ corrected prints [gj For review and comment o REMARKS Ken, Attached are copies of the CLOMR-F and CDC application prepared for the Sandy Lake Tracts I-V located north of Sandy Lake Road and west of Starleaf Street within a reach of Denton Creek and the Elm Fork of the Trinity River as shown in map number 48113C0155 J. These.reports include the revisions made to our submittal dated July 2007 based on Kimley Horn's comments. Please review this submittal, and if you have any questions, don't hesitate to contact us at 214-739-4741, or email (ojohnson@ndmce.com). Thank you. COPY TO SIGNED: a:~ Odal C. ohnson, E.I.T. If encloslIres are not as noted. kindly notifj. liS at once. ELM FORK OF THE TRINITY RIVER CLOMR-F APPLICATION For SANDY LAKE TRACTS I-V Property Located North of Sandy Lake Road and West of Starleaf Street CITY OF COPPELL, DALLAS COUNTY, TEXAS Prepared for Dheeraj "Raj" Akula 109 Woodland Cove Coppell, Texas 75019 . . Prepared by Nathan D. Maier Consulting Engineers, Inc. December 2007 NDM Job Number 07-046 TABLE OF CONTENTS I. INTRODUCTION II. COMPUTER MODELS III. CONCLUSIONS IV. MT-1 FORMS V. EXHIBITS 1. Location Map 2. Copy of Warranty Deeds 3. Current Effective FEMA FIRM 4. Description of Property Outside of Floodplain 5. Copy of Property Plat 6. . Pre-project Floodplain Work Map 7. Post-project Floodplain Work Map VI. COMPUTER RUNS 1. HEC-RAS Current Effective Multiple Profile Model 2. HEC-RAS Current Effective Floodway Model 3. HEC-RAS Modified Effective Multiple Profile Model 4. HEC-RAS Modified Effective Floodway Model 5. HEC-RAS Proposed Multiple Profile Model 6. HEC-RAS Proposed Floodway Model. VII. ATTACHMENTS 1. DENTON CREEK RATING CURVES 2. ELECTRONIC COPIES OF COMPUTER MODELS 2 I. INTRODUCTION The purpose of this report is to support a Conditional Letter of Map Revision based on Fill (CLOMR-F) application for the floodplain limits within a reach of the Elm Fork of the Trinity River north of Sandy Lake. The Floodplain is modified due to the proposed placement of fill in certain tracts of land on a 2.36-acre property located in Coppell, Texas, as shown in Exhibit 1. Copies of the warranty deeds are included under Exhibit 2. The effective Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) in this area is panel number 48113C0155J dated August 23, 2001 (Exhibit 3). This panel shows the property, which consists of tracts I-V, to be located in a flood hazard Zone AE, Zone X, and within the floodway boundaries. This report contains an MT-1 certification and application form under section IV with all the necessary documentation including: · A description of the property to be removed from the floodplain (Exhibit 4) · A copy of the property plat (Exhibit 5) · A Pre-project floodplain work map (Exhibit 6) · A Post-project floodplain work map (Exhibit 7) · Multiple profile and floodway FEMA hydraulic computer models under section VI. II. COMPUTER MODELS Analysis of the effective Denton Creek hydraulic modeling shows that at a discharge of 23,000-cfs most of the water flow is outside of the channel and merges with the Elm Fork making it the water surface control. Rating curves for the cross sections in the reach of Denton Creek that extends from Elm Fork to about 11 ,480-ft upstream demonstrate that at the 23,000-cfs 1 OO-yr flow Denton Creek only conveys about 4,000- cfs bank full flows throughout the study property (See Attachments). The current effective multiple profile and floodway Elm Fork of the Trinity HEC-RAS modeling for this reach was obtained from the City of Coppell and FEMA. The project 3 area is traversed by Cross sections 933+59 and 939+40. Cross sections 940+40 and 942+90 were added in the modified and proposed computer runs. These cross sections show the study property to be within the, blocked flow outside of the Sandy Lake Bridge at the Elm Fork of the Trinity. Section VI includes the inputs and outputs of the computer modeling along the Elm Fork. The descriptions and file names are as follows: Elm Fork 1. HEC-RAS Current Effective Multiple Profile Model................ ...uts.prj-p04 2. HEC-RAS Current Effective Floodway ModeL....................... ..uts.prj.,p05 3. HEC-RASModified Effective Multiple Profile Moqel........:......... uts.prj-p07 4. HEC-RAS Modified Effective Floodway Model...................... ...uts.prj-p09 5. HEC-RAS Proposed Multiple Profile Model.............................uts.prj-p08 6. HEC-RAS Proposed Floodway Model................................... uts.prj-p10 IV. CONCLUSIONS The proposed fill does not increase the base flood elevation as shown in the summary of results included in the table below. This is in compliance with the current floodplain criteria for the City of Coppell and FEMA. Attached are exhibits and computer runs that support a CLOMR-F application. 100-yr"Natural Profile 100-yr Encroached Profile Effective Mod-Effec Proposed Effective Mod-Effec Proposed River Sta Q Total W.S. Elev W.S. Elev W.S. Elev W.S. Elev W.S. Elev W.S. Elev (cfs) (ft) (ft) (ft) (ft) (ft) (ft) 93196 43500 442.28 442.28 442.28 442.73 442.73 442.73 93197 43500 443.49 443.49 443.49 443.70 443.70 443.70 93212 43500 443.46 443.46 443.46 443.67 443.67 443.67 93254.5 Sandy Lake Road Bridge 93297 43500 443.47 443.47 443.47 443.68 443.68 443.68 93359- 43500 443.66 443.66 443.66 443.86 443.86 443.86 93940 43500 444.66 444.66 444.66 444.78 444.78 444.78 94140 43500 445.09 445.09 445.12 445.12 94290 43500 445.31 445.31 445.33 445.33 97178 42900 447.07 446.90 446.90 447.22 447.19 447.19 97919 42900 447.44 447.31 447.31 447.62 447.60 447.60 Table 1. Summary of Result~ 4 !-. . ....... ,..., ...... ~ ...... P"'"' ....... """" "'- ...., ..... - ...... ....... ......, ....... ,-., IV ..... ,...., '-'" ......., '-' ""'" ...... F"oi ...... ~ "-' I"-l I......l ....... ...... - ....... ...... I ....... MT -1 FORMS FEDERAL EMERGENCY MANAGEMENT AGENCY PROPERTY INFORMATION FORM O./II.B. NO. 3067-0/47 Expires September 30,2005 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.63 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project (3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form may be completed by the property owner, property owner's agent, licensed land surveyor, or registered professional engineer to support a request for a Letter of Map Amendment (LOMA), Conditional Letter of Map Amendment (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional Letter of Map Revision Based on Fill (CLOMR-F) for existing or proposed, single or multiple lots/structures. Please check the item below that describes your request: A letter from FEMA stating that an existing structure or parcel of land that has not been elevated by fill (natural grade) would not be inundated by the base flood. A letter from FEMA stating that a proposed structure that is not to be elevated by fill (natural grade) would not be inundated by the base flood if built as proposed. A letter from FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. A letter from FEMA stating that a parcel of land or proposed structure that will be elevated by fill would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is built as proposed. Fill is defined as material from any source placed to raise the ground to or above the Base Flood Elevation (BFE). The common construction practice of removing unsuitable existing material (topsoil) and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing (natural grade) elevation, which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program (NFIP) map showing the area in a Special Flood Hazard Area (SFHA) is considered natural grade. 0 LOMA 0 CLOMA 0 LOMR-F ~ CLOMR-F Has fill been placed on your property? o Yes ~ No If yes, when was fill placed? month/year Will fill be placed on your property? [:g] Yes 0 No If yes, when will fill be placed? 02/08 month/year 1. Street Address of the Property (if request is for multiple structures, please attach additional sheet): 1200 E. Sandy Lake RD, Coppell, TX 2. Legal description of Property (Lot, Block, Subdivision) (if a street address cannot be provided): 3. Are you requesting that the SFHA designation be removed from (check one): o ~ o the entire legally recorded property? a portion of land within the bounds of the property (a certified metes and bounds description and map of the area to be removed, certified by a licensed land surveyor or registered professional engineer, are required)? structures on the property? What are the dates of construction? 4. Is this request for a (check one): o single structure o single lot o multiple structures (How many structures are involved in your request? List the number: ) [8J multiple lots (How many lots are involved in your request? List the number: 2) FEMA Form 81-87, SEP 02 Property Information Form MT-1 Form 1 Page 1 of 2 In addition to this form (MT-1 Form 1), ALL requests must include the following: . Copy of the Plat Map for the property (with recordation data and stamp of the Recorder's Office) OR . Copy of the property Deed (with recordation data and stamp of the Recorder's Office), accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses . Copy of the effective FIRM panel and/or Flood Boundary and Floodway Map (FBFM) (if applicable) on which the property location has been accurately plotted (property inadvertently located in the NFIP regulatory f100dway will require Section B of MT-1 Form 3) . Form 2 - Elevation Form. If an Elevation Certificate has already been completed for this property, it may be submitted in addition to Form 2. Please include a map scale and North arrow on all maps submitted. For LOMR-Fs and CLOMR-Fs, the following must be submitted in addition to the items listed above: . Form 3 - Community Acknowledgment Form Processinq Fee (see instructions for appropriate mailing address; or, visit http://www.fema.gov/fhm/frm_fees.shtm for the most current fee schedule) Revised fee schedules are published periodically, but no more than once annually, as noted in the Federal Reqister. Please note: single/multiple lot(s)/stru~ture(s) LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: o $325 (single lot/structure LOMR-F following a CLOMR-F) o $425 (single lot/structure LOMR-F) o $500 (single lot/structure CLOMA or CLOMR-F) o $700 (multiple lot/structure LOMR-F following a CLOMR-F, or multiple lot/structure CLOMA) ~ $800 (multiple lot/structure LOMR-F or CLOMR-F) Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to: National Flood Insurance Proqram. All documents submitted in support 'of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Tille 18 of the United States Code, Section 1001. Applicant's Name: Michael H. Boyd, P.E. Please Print or Type Company: Nathan D. Maier C.E., Inc. Mailing Address: 8080 Park Lane Suite 600 Daytime Telephone No.: (214)739-4741 Dallas, TX 75231 Fax No.: (214)739-5961 E-Mail Address: mboyd@ndmce.com (optional) SigM~~:~t~~'^ 12/19/07 Date If you have any questions concerning FEMA policy, or the NFIP in general, please contact the FEMA Map Assistance Center toll free at 1-877-FEMA MAP (1-877-336-2627), or visit the Flood Hazard Mapping website at http://www.fema.gov/fhm/. FEMA Form 81-87, SEP 02 Property Information Form MT-1 Form 1 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION FORM O.M.B. NO. 3067-0/47 Expires September 30, 2005 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project (3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A FEMA National Flood Insurance Program (NFIP) Elevation Certificate may be submitted in addition to this form for single structure requests. For requests to remove a structure on natural grade OR on engineered fill from the Special Flood Hazard Area (SFHA), submit the lowest adjacent grade (the lowest ground touching the structure), including an attached deck or garage. For requests to remove an entire parcel of land from the SFHA, provide the lowest lot elevation; or, if the request involves an area described by metes and bounds, provide the lowest elevation within the metes and bounds description. 1. NFIP Community Number: 480170 Property Name or Address: Sandy Lake Site 2. Are the elevations listed below based on D.existinq or [g] proposed conditions? (Check one) 3. What is the elevation datum? NAVD 88 If any of the elevations listed below Were computed using a datum different than the datum used for the effective Flood Insurance Rate Map (FIRM) (e.g., NGVD 29 or NAVD 88), what was the conversion factor? Local Elevation +/- ft. = FIRM Datum 4. For the existing or proposed structures listed below, what are the types of construction? (check all that apply) D crawl space [g] slab on grade D basemenUenclosure D other (explain) 5. Has FEMA identified this area as subject to land subsidence or uplift? (see instructions) If yes, what is the date of the current releveling? I (month/year) DYes [g] No Lowest Block Lowest Lot Adjacent Base Flood Lot Number Number Elevation Grade To For FEMA Use Only Structure Elevation Tract III 445 444.7 Tract IV 445 444.8 Tract II 446 444.8 This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct.to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Certifier's Name: Michael H. Boyd, P.E. Company Name: Nathan D. Maier C.EE, Inc. License No.: 81847 Expiration Date~ 12- -0 ~ Fax No.: (214)739-5961 Signature: Telephone No.: 214-739-4741 Date: 12/19/07 "t FEMA Form 81-87A, SEP 02 Elevation Form MT-1 Form 2 Page 1 of 2 Continued from Page 1. Block Lowest Lot Lowest Base Flood Lot Number Number Elevation Adjacent Grade Elevation For FEMA Use Only To Structure Tract I 446.0 444.8 Tract V 444.9 444.9 This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: , '. II' Telephone No.: Fax No.: " Signature: MilJA/lt.., ~,~~ Date: I?-- ) q ~ 1.007 T I r ~~f.,w;~r.~~ Ii VJ" " 4. ...... '* .... ...,,\ .. . .. i-' ~ . , ....J I ,... MiCHAEtH~ Bm;)~, C .J: . .,...................,.......... \\ 81847 ... ". ."8.. ~~;t' . ." ~ .- '. . ~~~"flg{1r -. ..,,~~..:-..~ FEMA Form 81-87A, SEP 02 Elevation Form MT-1 Form 2 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY COMMUNITY ACKNOWLEDGMENT FORM O.II1.B. NO. 3067-0/47 Expires September 30, 2005 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 0.88 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project (3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests involving the existing or proposed placement of fill (complete Section A) OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory f100dway (complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The community number and the subject property address must appear in the spaces provided below. Community Number: 480170 Property Name or Address: Sandy Lake Tracts I-V A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill (LOMR-F) or Conditional LOMR-F request. Based upon the community's review, we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements, including the requirement that no fill be placed in the regulatory f1oodway, and that all necessary Federal, State, and local permits have been, or in the case of a Conditional LOMR-F, will be obtained. In addition, we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c), and that we have available upon request by FEMA, all analyses and documentation used to make this determination. For LOMR-F requests, we understand that this request is being forwarded to FEMA for a possible map revision. Community Comments: Community Official's Name and Title: (P/ease Print or Type) Telephone No.: Ken Griffin, P.E. Director of Engineering/Public Works 972-304-3686 Community Name: Community Official's Signature: (required) Date: City of Coppell t; ~ '2,.'R B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY T As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this request for a LOMA. We understand that this request is being forwarded to FEMA to determine if this property has been inadvertently included in the regulatory f1oodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory f1oodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain manage.ment requirements. Community Comments: Community Official's Name and Title: (P/ease Print or Type) Telephone No.: Ken Griffin, P.E. Director of Engineering/Public Works 972-304-3686 Community Name: Community Official's Signature (required): Date: City of Coppell ~ 3'21' <g . . '1ft-w- F-E"J.\A- Cop j -to Y\ ~ k€.- ~o~cQ- ~ ':>-'- ~ FEMA Form 81-87B, SEP 02 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 ,...., ...... ........ 10.....0 ......, ~ ......, ....... ..... ,..... ,...., ....... ,...., ...... ,...., V EXHIBITS ....... ........ 1. Location Map 2. Copy of Warranty Deeds 3. Current Effective FEMA FI RM 4. Description of Property Outside ot Floodplain 5. Copy of Property Plat 6. Pre-project Floodplain Work Map 7. Post-project Floodplain Work Map ....... I""""" ....... I""""" ....... ........ ....... I""""" ...... ,...., '\-' ,-, ....... P""l ....... I""""" ...... -. - ,....., ....... 3: J> n J> ;;0 -I I C ;;0 td r --- NATHAN D. MAIER CONSULTING ENGINEERS. INC. Two Northpark 1 8080 Park Lane 1 Suite 600 Dallas, Texas 752311 (214) 739-4741 I- U ..J ..J W (Xl L ....... ~ SANDY lAKE TRACTS I-V ClOMR-F CITY OF COPPEll DAllAS COUNTY, TEXAS ~ NORTH C=:J ~ w w ~ u -s:- CREEK ~(j ~ ~ ("J' -<71'.0 }- . (-<7{; (" tfl.o 400 800 I Graphic Scale 1"=400' exhibit no. LOCATION MAP drown scale OCJ 1 "=400' Oocum~n~ pl'QV~ by DatlTree L.L.C Viii it's proprle'tary imagtng and delrJefY I;:y$'l:em, C~ynght 2003, All rghts rlY...erveo::l, ELECTRONICALLY RECORDED 200600378582 DEED 7 PGS NOTICE OF CONFIDENTIALITY RlGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. GF# 1937000521 ATC bjs SPECIAL WARRANTY DEED STATE OF lEXAS COUNTY OF DALLAS KNOW ALL MEN BY THESE PRESENTS That, DEMES 93, LTD., a Texas limited partnership ("Grantors"), for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, has GRANTED, SOLD AND CONVEYED, and by these presents does hereby GRANT, SELL AND CONVEY unto A-FASTWAY SOD AND LANDSCAPE, LLC, a Domestic Limited Liability Company ("Grantee") the real property described on Exhibit "A" attached hereto and made a part hereofby reference for all purposes (the "Property").. TO HAVE AND TO HOLD the said Property, together with all and singular the rights and appurtenances thereto in any wise belonging unto Grantee, and Grantee's heirs, beneficiaries, leg'al and personal representatives, successors and assigns, forever, and Grantor does hereby bind itself and its successors and assigns to WARRANT AND FOREVER DEFEND all and singular the Property unto the said Grantee and its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof, by, through or under Grantors, but not otherwise subject only to those items set forth on Exhibit "B" (permitted Exceptions) EXECUTED, this ~ day of October, 2006 DEMES 93, Ltd. By: Gulf Western Realty Corp. Managing General Partner Oocuments Pro\'!Ck-a by Oz..t:lTrce LLC \lia il'~ proprlC't3ry imaging and de-IM:'fY sy~em. Copynght 2003, A1lnghts resef'\lE":l STATE OF TEXAS COUNTY OFf;) (l Jl,,----, SUBSCRIBED AND SWORN TO BEFORE ME, by Louis H. Lebowitz, President of Gulf Western Realty Corp., Managing General Partner ofDEMES 93, LTD., whose name is subscribed to in the foregoing instrument, and acknowledged to me that he executed sanle for the purposes and Consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the -.!l.- day of October, 2006. 'n~L~jfhA~ 'Notary Public in and for Dallas County, Texas GRANTEE'S ADDRESS Mr. Ronald R. Hall . A-Fastway Sod & Landscape LLC. 1714 East Highway 35N Carrollton, Texas 75006 ""\,.\~~I~'~",, >'!x::? -- Q;r.i~) "',nl" SANDRA DAWKINS Notary Public. State of Texas . My Commission Expires DecemtJer 20. 2006 AFTER RECORDING RETURN TO: Barbara St. Clair LandAmerica American Title 15150 Preston Road, Suite 240 Dallas, Texas 75248 Docum~nts ~rwlCk-d ~ Dz.t3Tree l1..C V13 lt~ proprlct3.ry Imaging and OC!1'o'ef)' sy~em. Copyn';lnt 2003, All rf;lhts rescr'l.'Cd Order No. 1937000521 Page 1 of 3 Exhibit A Legal Description TRACT I: BEING all of a tract or parcel of land situated in the DAVID MYERS SURVEY, ABSTRACT NO. 886, and being in the City of Coppell, DALLAS County, Texas and being all of the same 0.39214 acre tract of land described in Notice of Substitute Trustees sale recorded in Volume 91015, Page 1046, of the Deed Records, DALLAS County, Texas, and said tract being more particularly described as follows: 'COMMENCING at the present intersection of the North line of said DAVID MYERS SURVEY, ABSTRACT NO. 886, with the Northeast right-of-way line of Sandy Lake Road (an 80 foot right-of-way), said point being on a curve to the right having a central angle of 14 degrees 04 minutes 43 seconds and a radius of 632.47 feet; . THENCE around said curve and with the North right-of-way line of Sandy Lake Road, a distance of 155.41 feet to a 1/2 inch iron rod for corner; . . THENCE South 53 degrees 29 minutes 06 seconds East, a distance of 234.47 feet with the North right-of- way line of Sandy Lake Road, to the South corner of the F. Ward Steinbach tract of land described in Volume 79181, Page 2865, of the Deed Records, DALLAS County, Texas and being the PLACE OF BEGINNING; THENCE North 50 degrees 03 minutes 52 seconds East, a distance of 334.55 feet to a found 1/2 inch iron rod for corner; THENCE South 70 degrees 24 minutes 08 seconds East, a distance of 57.37 feet to a found 1/2 inch iron rod for corner; THENCE South 50 degrees 12 minutes 18 seconds West, a distance of 351.85 feet to the North right-of- way line of Sandy Lake Road, to a found 1/2 inch iron rod for corner; THENCE North 53 degrees 29 minutes 06 seconds West, a distance of 50.11 feet along the North right- of-way line of Sandy Lake Road to the PLACE OF BEGINNING and CONTAINING 0.38636 acres or 16829.9392 square feet of land, more or less. TRACT II: BEING all of a tract or parcel of land situated in the DAVID MYERS SURVEY, ABSTRACT NO. 886, in the City of Coppell, DALLAS County, Texas, and being more particularly described as follows: BEGINNING at a point in the North right-of-way line of Sandy Lake Road, said point being Southeasterly along said Road, a distance of 423.4 feet from the intersection of the North line of DAVID MYERS SURVEY, ABSTRACT NO. 886, with the North right-oF-way line of Sandy Lake Road; THENCE South 53 degrees 29 minutes 06 seconds East, a distance of 100 feet along the North right-of- way line of Sandy Lake Road, a found 1/2 inch iron rod for corner; THENCE North 50 degrees 12 minutes 18 seconds East, a distance of 306.33 feet to a found 1/2 inch iron rod for corner; THENCE North 10 degrees 41 minutes 42 seconds West, a distance of 55.8 feet to a found 1/2 inch iron- rod for corner; Documents provldE-d by D.:lbTree LLC via It's propriet3.ry imaging and dEl'11'o'CfY ~YS1em. Copyn~ht 2003, All rt!nt~ re$(!~. THENCE North 46 degrees 01 minute 42 seconds West, a distance of 48.7 feet to a found 1/2 inch iron rod for corner; THENCE South 50 degrees 12 minutes 18 seconds West, a distance of 351.85 feet along the North right- of-way line of Sandy Lake Road to the PLACE OF BEGINNING and CONTAINING 0.75214 acres or 32.763.0446 square feet of land, more or less. TRACT III: BEING part of a tract or parcel of land situated in the DAVID MYERS SURVEY, ABSTRACT NO. 886, in the City of Coppell, DALLAS County, Texas, and being more particularly described as follows: BEGINNING at a point in the North right-of-way line of Sandy Lake Road, said point being Southeasterly along said road a distance of 573.4 feet from the intersection of the North line of the DAVID MYERS SURVEY, ABSTRACT NO. 886, with the North right-of-way line of Sandy Lake Road; THENCE North 50 degrees 12 minutes 18 seconds East, a distance of 267.43 feet to a found 1/2 inch iron rod for corner; THENCE South 10 degrees 41 minutes 42 seconds East, a distance of 55.37 feet to a found 1/2 inch iron rod for corner; THENCE South 50 degrees 12 minutes 18 seconds West, a distance of 228.72 feet to the North right-of- way line of Sandy Lake Road, to a found 1/2 inch iron rod for corner; THENCE North 53 degrees 29 minutes 06 seconds West, a distance of 49.72 feet along the North right- of-way line of Sandy Lake Road to the PLACE OF BEGINNING and CONTAINING 0.27551 acres or 12,001.3836 square feet of land, more or Ie,ss. TRACT IV: BEING part of a tract or parcel of land situated in the DAVID MYERS SURVEY, ABSTRACT NO. 886, in the City of Coppell, DALLAS County, Texas and being more particularly described as follows: BEGINNING at a paint in the North right-of-way line of Sandy Lake Road, said point being Southeasterly, along said road a distance of 523.4 feet from the intersection of the North line of the DAVID MYERS SURVEY, ABSTRACT NO. 886, with the North right-of-way line of Sandy Lake Road; THENCE North 50 degrees 12 minutes 18 seconds East, a distance of 306.33 feet to a found 1/2 inch iron rod for corner; THENCE South 10 degrees 41 minutes 42 seconds East, a distance of 55.60 feet to a found 1/2 inch iron rod for corner; THENCE South 50 degrees 12 minutes 18 seconds West, a distance of 267.43 feet, to the North right-of- way line of Sandy Lake Road, to a found 1/2 inch iron rod for corner; THENCE North 53 degrees 29 minutes 06 seconds West, a distance of 50.03 feet along the North right- of-way line of Sandy Lake Road to the PLACE OF BEGINNING and CONTAINING 0.32016 acres or 13,946.3147 square feet of land, more or less. TRACT V: BEING a tract or parcel of land situated in the DAVID MYERS SURVEY, ABSTRACT NO. 886, situated in the City of Coppell' DALLAS County, Texas, and being more particularly described as follows: OecumEnts Pf1)VId(-d toy ~t3Trce LLC via It's propnetary imaging and (]~-IjoJE1)' ~yo;;tem. Cl:lpynght 2003. All fignts fe--...erved COMMENCING at a point on the North right-of-way line of Sandy Lake Road, said point being a distance of 373.4 feet from the intersection of the said North right-of-way line of Sandy Lake Road, with the North line of the DAVID MYERS S.URVEY, ABSTRACT NO. 886; . THENCE North 50 degrees 03 minutes 52 seconds East, a distance of 339.72 feet to the PLACE OF BEGINNING; THENCE South 70 degrees 24 minutes 08 seconds East, a distance of 57.19 feet to a found 1/2 inch iron rod for corner; THENCE South 46 degrees 01 minute 42 seconds East, a distance of 48.9 feet to a found 1/2 inch iron rod for corner; THENCE South 10 degrees 41 minutes 42 seconds East, a distance of 166.8 feet to a found 1/2 inch iron rod for corner; THENCE South 69 degrees 56 minutes 00 seconds East, a distance of 89.56 feet to a point in the - centerline of Denton Creek;' .- THENCE South 13 degrees 18 minutes 42 seconds West, a distance of 32.14 feet to a point in the centerline of Denton Creek; THENCE North 00 degrees 48 minutes 42 seconds West, a distance of 91 feet to a point in the centerline of Denton Creek; THENCE North 19 degrees 10 minutes 58 seconds East, a distance of 137.63 feet to a point In the centerline of Denton Creek; THENCE South 89 degrees 25 minutes 51 seconds West, a distance of 240.74 feet to a fou'nd 1/2 inch iron rod for corner; THENCE South 00 degrees 34 minutes 08 seconds East, a distance of 2.1 feet to the PLACE OF BEGINNING and CONTAINING 0.62240 acres or 27,111.9782 square feet of land, more or less, Ooeumoent!: PI'O\'ide-d by DabTree LI..C via it~ proprloo.'"tllj' imaging and dell'J(1Y ~,!~em. Co.pynght 2003, All li;hts tese~. Order No. 1937000521 Exhibit B Permitted Exceptions Easement created in instrument executed by O. BASS to TEXAS POWER & LIGHT COMPANY, dated July 26,1955, filed September 26,1955, recorded in Volume 4349, Page 583, Deed Records, DALLAS County, Texas, and shown on survey by Don Parish, R.P.l.S. No. 2516, dated September 9, 2003. - Affects Tracts I, II, V. Easement created in instrument executed by RAINS CUSTOM DEVELOPMENTS, INC. to CITY OF COPPELL, TEXAS, dated May 3, 2002, filed November 1, 2002, recorded in Volume 2002214, Page 5023, Deed Records, DALLAS County, Texas, and shown on survey by Don Parish, R.P.l.S. No. 2516, dated September 9, 2003. Affects Tracts II and IV Easement created in instrument executed by RAINS CUSTOM DEVELOPMENTS, INC., to CITY OF COPPELL, TEXAS, dated May 3, 2002, filed November 1, 2002, recorded in Volume 2002214, Page 5030, Deed Records, DALLAS County, Texas, and shown on survey by Don Parish, R.P.l.S., dated September 9, 2003. Affects Tract III. Easement created in instrument executed by RAINS CUSTOM DEVELOPMENTS, INC. to CITY OF COPPELL, TEXAS, dated May 3, 2002, filed November 1, 2002, recorded in Volume 2002214, Page 5046, Deed Records, DALLAS County, Texas, and shown on survey by Don Parish, R.P.l.S. No. 2516, dated September 9, 2003. Affects Tract II The following, as shown on survey by Don Parish, R.P.L.S. No. 2516, dated September 9,2003: Power poles and lines along the Southwest property line. - Affects tracts 11, 11\< IV. Exhibit B . Encumbrances Page 1 of 1 Rev. 10103 Documoents p/'Q\'~ by D3.taTroo LLC...13 If$ proprlctary Imaging and delrJefY ~ystcm. Copynght 2003, All nghtt resefW'l:] FILED AND RECORDED OFFICIAL PUBLIC RECORDS C~m:ihict. 5~ (]J hotJL-. Cynthia Figueroa Calhoun, County Clerk Dallas County TEXAS October 11 2006 12:49 PM FEE: $ 36.00 200600378582 22~1 Pr:p."d hy lhe Stil' \lot ofT.... rOI u"" by Ilwy'" only. Revi>cd K1.8~. O"'\~"s.-.r""'''ff.... W ARRANTYDEED Dale: 1lI2!/OI ~nd 1616702: 2')59125 tl3.oo Octoher !, 2001 Grantor: Robert L. King ann Heather King GranlOrS Mailing Address (including county): 3117 Stonehenge Dr., Collin County Richardson, TX 75082-4075 Gramee: Henry H. Tate Granlee's Mailing Address (including county): 4242 Upland Way, Dallas County Garland. TX 75042 Consideralion: Ten Dollars ($10.00) and other g00d and valuable considerationa. Propcny (including any. improvements): See Addendum "A" C> 0:> U) ...=t. e::> R~'ervaliuns f",,,, .nd Excepliolls to Convty.nee and Warramy: cry N = = c-o ~ 11,11I!..r. hi; tiU'III' IlllI '':Ild "\ll!,,, hllll' to ',rl "'lH:~lh\. flllll1lllld<< ~ l f'pl:'III~ (U! \11I\,'\"y:tUI " ,tI'd W.I'I.'"I\, &0 ;11'1,. ".f n., ,IJII'I' 'I.... \..,'(' Ilwl \','1'.' ..Ii III.i 'IfH'"!'~' '11I It;:"". .u~tJ .11"10111' O~!'IlI". ,tlf':'-tH III.my ,.t.;1'.: ',~ 1\'1I~1".j.:.I'1 . ..', - Of '. . I.. '," I J~" ,..f' '. . ': I .: I"" I.;.: .1" ~.. ." ' .. ,tt~11 (.'0\"",': It. f :1.lIlh ( \;.... '.:,1 ;''11.: ~, '" ( 'I '-lit r ( :~ ,.tl!!' " , I.. t:', " '.. , '.'''' '. .., i: " : . . ~ ! \ :~'." r.,. . \....... ~"" " !.1 ..1 .il I I J s j , ~).~ 'f1ijli7}::~' .~- H ather King. (;~--- \~' IAcbo"led&m<n') STATE OF TEXAS COUNTY OF {)!]~..s This in'lrumenl was acknowledged before me on Ihe by !fErVlUJ If. rltTc 1sT ,llyof Oc T(}(J3E"n.. ..:u>a I. N~~~~CU~U- NOIaly'IJWnC(prin'ed): / SL;f- C' /l-E:7 (; If r".IV NOIarJ's rommissinn e.pires: ?~ 3 I-:;J....q 0 Y ~ ~J ISlA CllEIGIfTON MY COUo.llSSION El<P1<lES JoIy 31. 2004 (~<k"'''lcd&m<nl) STATE OF TEXAS COUNTYOF D ~ Thi. instrument was acknowledged before me on the I .! I day of 0 eTa ~ e:-IL... Ual. I!.-o & E"lt-r 1. K u'V 6 A-,4'q) ~rH t::"l2-. /CI/'VG .by 4IF .. C"'~ ....I I "r vr .-:dl6'r[).a1ien. ~eo~~ Nol&ry's name (prinled): l..r LA- C IC. er I C t'~T(J,v NOIary'scommiuione.pire.: '1-~ I-';;-odl- ~-~ . :OJ ' ."'~ ...... ISlJ. CRElGIiTON l<Y~o/El(PIRES MtSl,2004 M''''!;R RECORDING RETURN TO: Henry II, TaCe 4242 Upland ;;ay Garland. TX 75042 PREPARED ItITHE LAw OFFICE(\F. i I 1 .' J .i 1 ADDENDUM "A" All of thaI certain tract or parcel of land out of: BEING a tract or parcel of land of the David M::ycrs (sic) Survey, Abstract No. 8R6, Situated in Dal/as C'.ounty, Texas, and being more particularly described as follows: COMMENCiNG at a point on the Northeast line of Sandy Lake Road (U.S. Highway 77, Slate Highway #40 and the Old DldlllS-Denton Road) said point being 373.4 feet from the intersection of the said Northeast liDe of Sandy Lake Road, with the North line of the David Meyers (sic) Survey Abstract No. 8&6: THENCE North 51 b 3 I' East, 337 feet to the PLACE OF BEGINNING: THENCE South 69" 05' 26" East, 57.19 feet; THENCE South 44b 43' East, 48.9 feet; THENCE South 9b 23' East, 166.8 feet; THENCE South 680 37' 18" East, 89.56 feel to a point in the centerline of Denton Creek; lliENCE Northwesterly and Northeasterly, along the creck as follows: THENCE North 120 West, 32.14 feet; THENCE North D. 10' East, 91 feet; THENCE North 20. 29' 40" East, 136.06 feel to a point, in the centerline of Denton Creek; 1 rlENCE North 89" 05' West, 240.15 fer'; THENCE South O. 55' West, 1.34 feet to the PLACE OF BEGfNNING lind cftlltaining 0.61 acres of land, more or less; plus 31/ of that cerlam tract or parcel of land BEING a tract or parcel of land out of the David Meyers Survey, Abstract No. 886, situated in Dallas County, Texas, and being more pi'.rticularly described as follows: BEGINNlNG at a poir.: on the Northeast line of Sandy Lake Roae! (U.S. Highway 77, State Highway 40 and Old Dallas-Denton Road), said point being 623.4 feet from the intersection of said Northeast line of Sandy Lake road with Ihe North line of the David Meyers Survey, Abstract No. 886; THENCE south 510 30' East, continuing along said Northeast line of Sandy Lake Road, 1lJ. 56 feel; THENCE North 44b 03 '30" East, 25~.36 to the center line of Denton Creek; THENCE North 680 37' 18" West, 89.56 feet to a point for comer in a chain link fence; THENCE South 51. 31' West, continuing along said chain link fence. 234 feel to the PLACE OF BEGINNING and containing 0.545 acres of land, more or less save and except the following 23570.1 sq. feet Iraet of land conveyed by the Gra.'llur herein to Ashwood Court, Inc., a corporation, on April 25, I ~96 by a separate d-:ed, such tract conveyed to Ashwood Court, Inc. being more particularly described as follows: BEING a tract or parcel of Janel out of the David Meyers Survey, Abstract No. 886, situated 'in the City of Coppell, Dallas County, Texas, and being more particularly descrihed as follows: COMMENCING at a point on the Northcast line of Sandy Lake Road (U.S, Highway n, Slate Highway #40 and lnt; Old Oallas-lkllton Road) ._aid point being 373.4 fect from the intersection of th..: said NUI(h~ast line of Sundy Lake: Rl.atl, with the NOrlh line of the Oavid Meyers Survey, AlmIacr No, 886; TIlENCE North 5 J 0 3 I' East, ))7 fccI to the PLACE OF BEGINNING; THENCE SOlllh 6')0 0)' 20" Ea~l. 57.1? fc('r; TlIENCE South 44" .1)' 1-:;\:;1, 4XIl fect; THENCE :-;oulh 'i" 21' bst. lMdl f"rl; lIIEN(:F. 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I) .1.1.1. f<-.07-1 1&0100 254 58 5 455 450 445 440 :s c: .Q m > Q) w 435 430 425 420 415 o 2000 4000 6000 8000100001200014000 Station (ft) Upper Trinity Study - 22 May 1998 Plan: 7046 12119/2007 RS = 93359 93359 r-.07+-.12--1.1.1~.045-1 o oB 4 35 5 5 450 440 445 :s 435 c: .Q m > Q) w 430 425 420 415 2000 4000 6000 8000 10000 12000 14000 Station (ft) Legend EG 100 YR WS 100 YR Crit 100 YR . Ground A Inett . Bank Sta Legend EG 100 YR WS 100 YR ~ Crit 100 YR . Ground ..10 Inett .' . Bank Sta Upper Trinity Study - 22 May 1998 Plan: 7046 ,12119/2007 RS = 93297 Sedion 93297 - Upstream bounding cross section for Sandy Lake R Legend .................... EG 100 YR WS 100 YR 450 Grit 100 YR . Ground J. Ineff . Bank Sta 440 S c .Q iii > OJ W 430 420 410 2000 4000 6000 8000 10000 12000 14000 Station (ft) Upper Trinity Study - 22 May 1998 Plan: 7046 12119/2007 RS = 93254.5 BR Bridge # 17 - Sandy Lake Road f<-- .045 460 450 Legend EG 100 YR WS 100 YR Grit 100 YR . :Ground J. Ineff . Bank Sta Upper Trinity Study - 22 May 1998 Plan: 7046 12119/2007 RS = 93254.5 BR Bridge # 17 - Sandy Lake Road .035-4 460 Legend EG 100 YR WS 100 YR 450 Grit 100 YR . Ground J. Ineff . Bank Sta 440 ~ c .Q iii > OJ W 430 420 410 2000 4000 6000 8000 10000 12000 14000 Station (ft) Upper Trinity Study - 22 May 1998 Plan: 7046 12119/2007 RS = 93212 Section 93212 - Downstream bounding cross section for Sandy lake 450 460 440 440 S S c c ,Q .Q iii iii > > OJ OJ W W 430 430 420 410 2000 4000 6000 8000 10000 12000 14000 Station (ft) 420 410 2000 4000 6000 8000 10000 12000 14000 Station (ft) Legend EG 100 YR WS 100 YR Grit 100 YR . Ground 'J. Ineff . Bank Sta 450 g c. .2 440 rn > Q) Uj 430 Upper Trinity Study - 22 May 1998 Plan: 7046 12/19/2007 RS = 93197 93197 1.1. ~.12-+0651.1~.05--1 o 0 00 7 5 45 5 470 460 420 410 o 2000 4000 6000 8000100001200014000 Station (ft) Legend EG 100 YR WS 100 YR Crit 100 YR . Ground --.6.- Inett . 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