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Denton Creek/Sandy Lake-SY120601 V nw ,, LOMR-F Application Elm Fork Trinity River Located ~' �� ` '" ae.;t� N of Sandy Lake Road ;, W of Starleaf Street iii S,t a^.?• City of Coppell � `�` ' Dallas County, Texas 4 w u- Y 4 ,0 `` . ., For • Lot 1 , Block A Denton Ck @ Sandy Lake Add :.' ., =:I For ' ,� ' +` Dheerah Raj Akula M " ti � '� �° 109 Woodland Cove �'� Coppell Texas 75019,, , .7 , „...2t. .„ .,, .. . , , . ., _ , c I r r f P +, ;:::.:7,.., ,r;,s..P.1„, .•*. ......-57.,90 • Itr ,--,, ,„„. : , T II. �• , , .� �- MICR BOYD 6 of k� E ) ., �. .• fff�U; 81847 . ir a '� , `��ONAL`NCB■"' r=te°� � � �`►� h k.A. 4 : , �� .ATM '..._ iliZi Afilliji-- IL ' i T ,?,, �" " BH Job # BH07046 A wY �'Gi6 � �I �.- r June 2012• �' Boyd Hydrology PLLC .„ , ,.43 Firm #F- 123 32 Table of Contents Section I. INTRODUCTION II. METHODOLOGY III. SUMMARY IV. FEMA LOMR-F APPLICATION FORMS V. EXHIBITS 1. Location Map 2. Current Effective FEMA Mapping 3. FIS Elm Fork Trinity Profile Plate 165P 4. Copy of Denton Creek @ Sandy Lake Addition Plat 5. Lot 1 Elevation Survey w/Metes and Bounds I. INTRODUCTION This engineering report is prepared to support a Letter of Map Revision based on Fill (LOMR-F) for Lot 1, Block A, Denton Creek at Sandy Lake Addition, being a 1.776-acre residential lot in the City of Coppell, Dallas County, Texas. This property is located (Exhibit 1)north of Sandy Lake Road and west of Starleaf Street. While Denton Creek flows adjacent to the northeast side of the property, the Elm Fork of the Trinity River has the controlling water surface. The BFE upstream of Sandy Lake Road is shown on Dallas County FIS profile plot plate 165P (Exhibit 3). The Dallas County Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) number 48113C0155J effective August 23, 2001 (Exhibit 2) shows that relationship of Denton Creek, the location of the property, and the Zone AE Elm Fork Trinity floodplain. A portion of lot 1 has been filled and removed from the 100-year floodplain. The purpose of this LOMR-F Application is to get a determination letter that concurs with the removal request for a portion of lot 1. II. METHODOLOGY This effected reach of Elm Fork Trinity is mapped on the effective FEMA FIRM as a detailed Zone AE study area and shows a BFE elevation of 447 west of the subject tract.. The current effective FIS Profile Plate 165P shows the BFE for the 1%event to range from 446 to 447 adjacent to the study property. Therefore, the higher elevation of 447 is used on the MT-1 Form 2 Elevation Form as the controlling BFE. III. SUMMARY To support this Removal Determination following are the completed MT-1 forms, a copy of the current FIRM with the property located, a copy of the recorded Denton Creek at Sandy Lake Road Plat map (Exhibit 4), and field verified grading for Lot 1(Exhibit 5) with a metes and bounds of the are outside of the floodplain. IV. FEMA MT- 1 FORMS DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 PROPERTY INFORMATION FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection 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 and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street,Arlington,VA 20598-3005, Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this 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. In order to process your request,all information on this form must be completed in its entirety,unless stated as optional. Incomplete submissions will result in processing delays. Please check the item below that describes your request: El A letter from DHS-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. ❑ CLOMA A letter from DHS-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. ® LOMR-F A letter from DHS-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 DHS-FEMA stating that a parcel of land or proposed structure that will be elevated by ❑ CLOMR-F 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(including the subject property)placed that raises 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. Has fill been placed on your property to raise ground that was previously below the BFE? ® Yes ❑ No If yes,when was fill placed? 6/2009 month/year Will fill be placed on your property to raise ground that is below the BFE? n Yes* Fl No If yes,when will fill be placed? month/year * If yes,Endangered Species Act(ESA)compliance must be documented to FEMA prior to issuance of the CLOMR-F determination(please refer page 4 to the MT-1 instructions). 1. Street Address of the Property(if request is for multiple structures or units,please attach additional sheet referencing each address and enter street names below): SANDY LAKE ROAD, CITY OF COPPELL,TEXAS 2. Legal description of Property(Lot,Block,Subdivision or abbreviated description from the Deed): LOT 1,BLK A,DENTON CREEK AT SANDY LAKE ADDITION 3. Are you requesting that a flood zone determination be completed for(check one): ❑ Structures on the property? What are the dates of construction? (MM/YYYY) ® 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.For the preferred format of metes and bounds descriptions,please refer to the MT-1 Form 1 Instructions.) ❑ The entire legally recorded property? 4. Is this request for a(check one): ❑ Single structure ® Single lot ❑ Multiple structures(How many structures are involved in your request?List the number: ❑ Multiple lots(How many lots are involved in your request?List the number: DHS-FEMA Form 086-0-26,FEB 11 Property Information Form MT-1 Form 1 Page 1 of 2 In addition to this form(MT-1 Form 1),please complete the checklist below. ALL requests must include one copy of the following: ® Copy of the effective FIRM panel on which the structure and/or property location has been accurately plotted(property inadvertently located in the NFIP regulatory floodway will require Section B of MT-1 Form 3) ® Copy of the Subdivision 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. The map should include at least one street intersection that is shown on the FIRM panel. ® Form 2—Elevation Form. If the request is to remove the structure,and an Elevation Certificate has already been completed for this property,it may be submitted in lieu of Form 2. If the request is to remove the entire legally recorded property,or a portion thereof,the lowest lot elevation must be provided on 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 For CLOMR-Fs,the following must be submitted in addition to the items listed above: ❑Documented ESA compliance,which may include a copy of an Incidental Take Permit,an Incidental Take Statement,a"not likely to adversely affect" determination from the National Marine Fisheries Service(NMFS)or the U.S.Fish and Wildlife Service(USFWS),or an official letter from NMFS or USFWS concurring that the project has"No Effect"on proposed or listed species or designated critical habitat.Please refer to the MT-1 instructions for additional information. Please do not submit original documents. Please retain a copy of all submitted documents for your records. DHS-FEMA encourages the submission of all required data in a digital format(e.g.scanned documents and images on Compact Disc(CD]). Digital submissions help to further DHS-FEMA's Digital Vision and also may facilitate the processing of your request. Incomplete submissions will result in processing delays.For additional information regarding this form,including where to obtain the supporting documents listed above,please refer to the MT-1 Form Instructions located at http://www.fema.gov/plan/prevent/fhm/dl_mt-1.shtm. Processing Fee(see instructions for appropriate mailing address;or visit http://www.fema.eov/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 Register. Please note: single/multiple lot(s)/structure(s)LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: El$325(single lot/structure LOMR-F following a CLOMR-F) ®$425(single lot/structure LOMR-F) ❑$500(single lot/structure CLOMA or CLOMR-F) ❑$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 Program. 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. Applicant's Name(required): MICHAEL BOYD PE Company(if applicable): BOYD HYDROLOGY PLLC Mailing Address(required): Daytime Telephone No.(required): 214-679-4642 PO BOX 117,PALO PINTO,TEXAS 76484 Fax No.(optional): E-Mail Address(optional):®By checking here you may receive correspondence electronically at the email address provided): mboyd.pe @gmail.com � t ■triA Signature of Applicant(required) Date(required) 6/1/2012 DHS-FEMA Form 086-0-26,FEB 11 Property Information Form MT-1 Form 1 Page 2 of 2 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 ELEVATION FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A DHS-FEMA National Flood Insurance Program(NFIP)Elevation Certificate may be submitted in lieu of 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.All measurements are to be rounded to nearest tenth of a foot. In order to process your request,all information on this form must be completed in its entirety. Incomplete submissions will result in processing delays. 1. NFIP Community Number: 480170 Property Name or Address: LOT 1,BLOCK A,DENTON CREEK AT SANDY LAKE ADDITION 2. Are the elevations listed below based on ®existing or ❑proposed conditions? (Check one) 3. For the existing or proposed structures listed below,what are the types of construction? (check all that apply) ❑crawl space®slab on grade ❑basement/enclosure ❑other(explain) 4. Has DHS-FEMA identified this area as subject to land subsidence or uplift?(see instructions) ❑Yes ®No If yes,what is the date of the current re-leveling? I (month/year) 5. What is the elevation datum?n NGVD 29 1X1 NAVD 88 n Other(explain) 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 6. Please provide the Latitude and Longitude of the most upstream edge of the structure(in decimal degrees to the nearest fifth decimal place): Indicate Datum: ❑WGS84 ❑NAD83 ❑NAD27 Lat. . Long. . Please provide the Latitude and Longitude of the most upstream edge of the property(in decimal degrees to the nearest fifth decimal place): Indicate Datum: ❑WGS84 ®NAD83 ❑NAD27 Lat.32.969 Long.-96.954 Lowest Block Lowest Lot Adjacent Base Flood Address Lot Number Number Elevation* Grade To BFE Source Elevation Structure LOT 1 A 447.5 447.0 FIRM 48113C01551 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 BOYD PE License No.: 81847 Expiration Date: December 31,2012 Company Name: BOYD HYDROLOGY PLLC Telephone No.: 214-679-4642 Email:mboyd.pe @gmail.com Fax No.940-659-2929 sE.......TE'Y�S• Signature: Date:June 1,2012 *G;' .'' ...•MICHAEL H.SOY" Pi I1'% 81847 *For requests involving a portion of property,include the lowest ground elevation within 1 f 0�,..�? s��.. the metes and bounds description. 1( p t)I1 Please note:If the Lowest Adjacent Grade to Structure is the only elevation provided,a determination '%%,, O N AL-:. will be issued for the structure only. �� DHS-FEMA Form 086-0-26A, FEB 11 Elevation Form MT-1 Form 2 Page 1 of 2 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 COMMUNITY ACKNOWLEDGMENT FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.38 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security, Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this 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 floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The six digit NFIP community number and the subject property address must appear in the spaces provided below. Incomplete submissions will result in processing delays.Please refer to the MT-1 instructions for additional information about this form. Community Number: 480170 Property Name or Address: _LOT 1.BLOCK A,DENTON CREEK AT SANDY LAKE ADDITION 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 floodway,and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. For Conditional LOMR-F requests,the applicant has or will document Endangered Species Act(ESA)compliance to FEMA prior to issuance of the Conditional LOMR-F determination.For LOMR-F requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process.Section 9 of the ESA prohibits anyone from"taking"or harming an endangered species. If an action might harm an endangered species,a permit is required from U.S.Fish and Wildlife Service or National Marine Fisheries Service under Section 10 of the ESA. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2)of the ESA will be submitted.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 DHS-FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to DHS- FEMA for a possible map revision. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: KEN GRIFFIN, PE, DIRECTOR OF ENGINEERING/PUBLIC WORKS 972-304-3686 Community Name: Community Official's Signature: (required) Date: CITY OF COPPELL,TEXAS B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY 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 DHS-FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature(required): Date: DHS-FEMA Form 086-0-26B,FEB 11 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 1 . Location Map 2. Current Effective FEMA FIRM 3. FIS Elm Fork Trinity Profile Plate 165P 4. Copy of Denton Creet at Sandy Lake Addition Plat 5. Lot 1 Elevation Survey w/Metyes and Bounds V. EXHIBITS ',skew.PUP!D: 0.5 tni 447B Ridge Meaue Dr '* Tell ' .t,.' /?S , ,Noshe Di .t: 121 \I447A ,,to Trail Dr •„ � `�.. WFro TX'121 \ Ll MWhIand Dr -r -' '14._ NORTH `' ,7,, e •2 �DDenton it 41 p+ County vul c` 44. 7 i VA 4 V 0 4 Racwc+ey e`r4V ,/ e O VLat `i.o it N F Deforest Rd Raint% Brentwood Dr Cobbs Dr n°_ I-a/review o+ y Beau b Thompson Dr 4; 9 8 r- . s Af4en rrroortty Park East Hood Dt 3 %tak r Vikw ? Johnson Dr 41,k4 Artia O Rand * Pari , Pt Z o DuimDr 17414,..8jd 0 Park A l Greenway or o L Parkway B/`MN a os m Plundee PI me+ sku a 1 i i Creek C.ro,,,,, Alex Dr c n i4 / 0 Shoteark i Dr chwnad In v r p dolour Grove" g' t Crossing 6 r Parkway Blvd ir wood trait v 3 Lee St& n O� 1 i v r1 pc 1 in Grace in 2 ¢ C'''''' �# T1 Alerd le Dr % u can Hollow U t o J Park Valley Dr `E 3 c u n 1 2 s f t • i Leslie A Fountain Dr g 'anal/ E Sandy Lake Rd E Sandy lake Rd _. E Sandy Lake Rd '' krt, S S EeyIe Dr Sugarberry Dr O 6 € do 5wallow In u a'E 5 2 MaPMk:af to tj- Sparrow ur v 2^ P i (Nail Ln - p r O r 'Pa Os N T Robin Ln x" • `� StatOnal it, gip. r0 e c t r oxr::Q a Siudcmcrest Ln C+ $ o Ts 1n Reeced �, o` . C • Glade Point Dr r. .5 rJS`O _ %/Mawu�In j `(' l';CI t I Str st is p'' \y'� Q Falls Rd F. r (,d9t' n ,i = gtadtord D, Pkbbkoeek Dr 'eaicww,ew S g d nA glen 0. L Iro w1 rr1r tto ,t�' tk osl m r King sm,rl Cr Lc 1 Ri MCilili,t Park Eee 0 ei F, ChMa �, !91Lo 'Tt6 Rr S'nan Ma/ 4 /n /4. �5 '.eo 1; " w Par4 h'a ` ��JLr Os GraPe.!rtw Creek Park Cta< Dr r'�'a0 .. Coral Dr ya c Ball g,,mrglun or X Y & peke,La 7 Rd t rchase Goff Clot, Me 0 E Belt Line Rd e° E Belt Line Rd - BOYD HYDROLOGY, PLLC Exhibit 1 — LOCATION MAP WATER RESOURCE ENGINEERING Scale 1" = 2000' 601 OAK STREET, P.O. BOX 1 1 7 Lot 1 , BIk A, Denton Ck®Sandy Lake Addition PALO PINTO, TEXAS 76484 LOMR—F Application For Elm Fork Trinity River 214 679-4642 940 659-2929 FAX City of Coppell, Dallas County, Texas Firm Reg. # 12332 Job # BH07046 ALE A v <• * BASILWOOD ZONE AE DRIVE u. '�` ._ �/ Culvert � � ,< ` APPROXIMATE SCALE .N FEET tg j . 00c 0 1000 --� ZONE XQ a u III ��I :. ,,,,,,,,/...:..-..f1.: :,- .,:.:;:::::.A.„,..,..4:,(0.., ,4to© ♦ -ti 1111111 NATIONAL FLOOD INSURANCE PROGRAM ZONE x R M 604 �, .___ f FIRM ZONE X� • .�� " �it '� ��, FLOOD INSURANCE RATE MAP iii; '/` . - DALLAS COUNTY, I TEXAS AND 444/ ` ` INCORPORATED AREAS ZONE X SANDY jr- V,,f LAKE ,. it!Ini ntwPANEL 155 OF 725 ;SEE MAP INDEX FOR PANELS NOT PRIN-ED) ZONE X CITY OF DALLAS ", 5 CONTAINS: y 480171 COMMUNITY NUMBER PANEL SUffX ZONE F (i1FNOLOTOw CITY OF .,1, Pa ' F COPPELL CIT'OF a80i]0 Ot% J �i X '4 4s ROAD DALLAS CITY of aeom 06s fir �� , .f Fwuc.crtY of aeo,so o,ss ♦ ZONE X PEEBLE CREEK ; �{@ r ZONE AE STONE Or' KJ GStv11 cr ;11( 48113C0 55 J �m - ' ��,. H�� EFFECTIVE DATE: c H� -, AUGUST 23,2001 © HORS? � A ¢ �x�.� a ZONE X PANE I ed BEACON HILL z < • DRNE ��LF �y a , .' Oh// m sY!, l+F 1111 Management S y Federal Emergency Mana emen[A enc F BARRINGTON DRIVE ZONE X . �� This is an otfici al copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the ZONE , title block. 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IIIIiE.IRNI.Nll DESCRIPTION OF AREA OF LOT 1 OUTSIDE OF FLOODPLAIN BEING A PORTION OF A 2.299 ACRE TRACT OF LAND OUT OF THE DAVID MYERS SURVEY, ABSTRACT NO. 886, IN THE CITY OF COPPELL, DALLAS COUNTY, TEXAS; SAID PROPERTY HAVING BEEN PLATTED AS LOT 1 & 2, BLOCK 2, DENTON CREEK AT- SANDY LAKE ADDITION, RECORDED IN COUNTY CLERK'S FILE NUMBER 201000200933 DEED RECORDS, DALLAS \C\OUNTY, TEXAS \ �` \\ SAID LOT 1 PORTION OF TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: \ \\ \\\ t� \ BEGINNING AT A POINT ON THE NORTH PROPERTY LINE THAT IS OFFSET 23.63 FEET N 49 °06'11" E FROM THE NORTHWEST CORNER; \ THENCE ALONG THE NORTH LINE N 49 °06'11" E, 308.63 FEET TO A POINT FOR CORNER; \\ \\ THENCE CONTINING ALONG PROPERTY LINE N 00 °12'42" W, 1.35 FEET; N 88 °30'11" E, 17.66 FEET TO A POINT FOR CORNER\ \ \ \ \ THENCE DEPARTING SAID PROPERTY LINE THE FOLLOWING METES AND BOUNDS; \ \ \ S66 °24 27 E,68.76 FEET; S05 °43 04' W,18.33 FEET; S20 °27 43 E,38.66 FEET; S14 °42'23 W,26.24 FEET; S76 °28 03'W,23.77 FEET; \ \ " \ \ S19 °37 30 W, 51.67 FEET; S50 °55 31 W,29.64 FEET; S24 °27 14 W,25.67 FEET; N39 °52 57 W,18.01 FEET; N66 °07 20 W,36.35 FEET; \ O S50 °07'03 "W,107.84 FEET; N46 °20'36 "W,5.24 FEET; N76 °03'46 "W,89.79 FEET; \\ \ THENCE N60 °10'06 "W A DISTANCE OF 30.43 FEET TO THE POINT OF BEGINNING; \\ \\ \ CONTAINING 38090 SQUARE FEET OR 0.87 ACRES OF LAND, MORE OR LESS. \\ \ \ L _ 1 \ 1 1� 1 1 1 1 \\ t \ ` t �i 1 1 1 1 1 1 } }•. ' y1 tti 11 1 4'� t 5�• // 1 � ` offig- 1 \ /r L \ in ........... /� 1180 E. SANDY LAKE ROAD TWO -STORY BRICK BUILDING RESIDENCE 1 I \ 1 \_ _ ____ _ _. __ ___► __ _ _ __ __ .............. 21 / I i i 11 11 11 L03 \ 0 0 10 20 40 60 Graphic Scale : 1 " =20' i� \ \ \\ 1 _ \ \ \ 11 I L16 I I I LOT 1, BLOCK A \� 1 I DEN TON CREEK & 0 SANDY LAKE ADDITION Lo / - -- - 450 -- /- 450-1 .4e / / / 7/ \\ � \\ '/ \ \ / L13 LOT 2, OCK A DENTONCREEK /// SANDY LAKE AQBITION !/ 10, \ II I + \\ 1 \\ _446- -_J kt — -- i As \ �vI \ / / / Xv it \\\ 10, opt / .01 \ r I / I WN'`/ Line Distonce'`Beoring /i L 1 23,.6 ' N 49'06'11 " \ \ L2 '308.63' N _49*06' 1,rE \ \ L3 1.35' N 097242"W \ \ LI4 17.66' 8'30'11 "E \ �/ / / L5 68.76' S 66'2427 "E \\ / L6 18.,3Y S 05'43'04 "W L7 J8.66 ' S 20'2743 "E L8 26.24' S 14'4223 "W L91 23.77' S 76 Lm 51.67' S 19 11 29.64' S 5G + in n� nom+ n ni / L13 18.01' N 39'5257 "W L14 36.35' N 6600720 "W L15 107.84' S 50'07'03 "W L16 5.24' N 46'20'36 "W L17 89.79' N 76'03'46 "W L18 30.43' N 6070'06 "W T LL 1` O Z CY) X X 0 qt N w O ml\ co N Z LoM � M �^ O fd N o W (LW °� W ~~ rn O If W O IN 19t N q D It 1- (o W �., 0 O I- V) Z w V) QO �.- Q � �y c0 N \ o N 00 °12'42" W \ \ DENTON CREEK LAND COMPANY \ 1.35` ( \ \ 5/8° ffSON ROD 1316 SANDY LAKE RD. \ W/ GS SET ES INC., RPLS 4804" \ CAP V. 2003/33, P. 1569 \ D. R. D. C. T. \ 5/8" IRON ROD \ WITS SET IN C., RPLS 4804' N 49 0 0671" E 332.26' \ \ \ 30 0 30 60 \ �9 /0.25' Scale in Feet \ \ 6�. il' BUILDING SETBACK I/2" IRON \ \ \ \ \ \ VICINITY MAP Z ` ROD FOUND \ 2 NTs LOT I, BLOCK A \ \ \` o DENTON CREEK 0 SANDY LAKE ADDITION TOTAL \ \ \ \ \ v _ , 77,364 sq. ft. Z 100,148 sq. ft. \ \ 1.7760 acres 2.2991 acres \ \' DHEERAJK 8 KA VITA AKULA 1 0 D MIN. FF =449 1320 SANDY LAKE RD. �'\ \ DENTON CREEK LAND COMPANY i 0 � INST. N o. 20070087752 1316 SANDY LAKE RD. rn , D.R.D.C.T. \ co\ \ d- V. 2003133, P. 1569 D.R.D.C. T. 1/' BUIL S S 50 0 0 7'03_W 17 0.11' _ m S 66 0 07'20" E 36.36' \ M> , DRAINAGE EASEMENT 2 P \ \ c• FLOOD PLAIN EASEMENT '� T.P.aL. EASEMENT _ \ cn mc� , V. 2002214, P. 5046 (BY THIS PLATT v pe V. 4349, P. 583, D.R.D.C.T. \\ \ D.R.D.G.T. t� 0 �- rn / , N a p EXACT LOCATION UNKNOWN. \ \ x* �� o \� 0 EASEMENT IS LOCATED TO \ \ tV 25 BUI S C , �, � � P Q� COINCIDE WITH OVERHEAD \ \ t l ` c � yFi LINES ON THIS PROPERTY \ \ \ <, y , NO DEVELOPMENT SHALL 2 0 0' \ \\ FLOOD PLAIN OCCUR ON LOT 2 WITHOUT F14 \ \ DRAINAGE EASEMENT EASEMENT -e-_ F15 \ V. 2002214, P. 5023 AMENDING PD D.R.D.G.T. (BY THIS PL -2350 AND F16 'A \ b / ATT ��3 PROCESSING A REPEAT OF \ LOT 2. t 1 Q IQ N f / < \ /6 \ B.4SZ FLOOD ELEV,4TIOAr = 447 00 (100- .rrK4R) / 5E 0 \ \ \ LOT 2, BLOCK A I W DENTON CREEK ° �36� \ \ \ \ rn1 SANDY LAKE ADDITION I J 141 /ZO \ \ \ \ ` 22, 784 sq. ft. I m z / �� \ \ - � 0.5230 acres o ( o i k'S \ \ \ \ N \ 5 ,p g MIN. FF= 449.0 v \ 25' BUILDING SETBACK zt V. 2002214, P. 5030 O A? * Oj \ \ A . \ DRAINAGE EASEMENT ! 8 D,2 '� fl' BUI S ETBA C K O @ a ay \ \ IQ.29' � � 1 D.R.D.G.T. 153.34' 174.62' CJ S 50 °07'03" W 327.96' r! Po i n t O f HENRY H. TATE I" IRON ROD FOUND 1200 SANDY LAKE RD. \ / Beginning v 84098 P. 0782 \ V. 84098, P. 0785 ` 5/8" IRON ROD D.R.D. C. T. W / fSES INC., RPLS 4804' GAP SET N � \ 1 FLOOD PLAiN °EASEMENT LINE TABLE LINE LENGTH DIRECTION LINE LENGTH DIRECTION 1 9.76' N 3057'51 " E 12 23.50' N 05 24'10" E 2 10.57' N 774956" E 13 9.11' N 58"1 5'55" E 3 9.69' S 52'11'25" E 14 18.99' S 892639" E 4 44.43' S 22'50'10" E 15 39.63' S 8439 57" E 5 16.93' S 32 5828" E 16 6.44' N 76 46'19" E 6 9.54' S 503735" E 17 109.34' N 425357" E 7 7.49' S 79 53'05" E 18 18.09' N 02 23'18" E 8 107.86' S 88 46 55" E 19 12.00' N 15'47'43" W 9 4.28' N 8234'32" E 20 24.98' N 33 55'07" W 10 2.06' N 26J5'11" E 21 8.88' N 235133" E 11 47.62' N 0333'08" E OWNER S CER TIFICA TE \ NOTE: I S TA TE OF TEXAS THE CITY OF COPPELL WiLL HAVE NO RESPONSIBILITY FOR MAINTENANCE OF THE FLOODWAY /FLOODPLA /N AREAS AS SHOWN HEREON. THE MAINTENANCE FOR THESE AREAS SHALL BE THE SOLE RESPONSIBILITY OF COUNTY OF DALLAS THE INDIVIDUAL LOT OWNERS ADJACENT TO SAiD AREAS. THESE AREAS TO REMAIN FREE OF IMPROVEMENTS THAT MAY OBSTRUCT THE FLOW OF STORMWATER a PROTECTED FROM POTENTIAL EROSION BY THE OWNERS. WHEREAS, Dheerajk Akula and wife, Kovitho Akul are the owners of a 2.2991 acre tract of land out of the David NO FENCES WILL BE ALLOWED IN THE FLOODPLAiN ALONG WITH ANY OTHER STRUCTURES AS PER THE CITY'S FLOODPLA/N ORDINANCE. SURVEYOR'S CER TIFICA TE This is to certify that 1, Robert W. Schneeberg, a Registered Professional Land Surveyor in the State of Texas, have platted the above subdivision from an actual survey on the ground, and that all lot corners, angle points, and points of curve shall be properly marked on the ground prior to recording final plat, and that this plat correctly represents that survey made by me, or under my supervision. Robert W. chneeb , RPLS C4804 REGISTERED PROFESSIONAL LAN RVEYOR TEXAS NO. 4804 A TMOS ENERGY CONTAINING, 100,148 square feet or 2.2991 acres of land, more or less. CITY OF COPPELL That the undersigned do hereby covenant and agree that they shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface and that they shall maintain the some in a state of good repair of all times and keep the some free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking of motor vehicles, trailers, boats or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating "Fire Lane, No Parking'. The police or his duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for fire department and emergency use. The undersigned do covenant and agree that the Access Easements may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of General Public vehicular and pedestrian use and access, and for Fire Department and emergency use in, along, upon and across sold premises, with the right and privilege at all times of the City of Coppell, its agents, employees, workmen and representatives having ingress, egress, and regress in, along, upon and across sold premises. This plot approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS OUR HANDS, this the day of July, 2010. By: Dheerajk Akula, weer Kovitho Akula, Owner , THE STA TE OF TEXAS COUNTY OF A / S BEFORE ME, a Notary Public, on this day personally appeared Dheerajk Akula known to me to be the person who name is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the some for the purposes and consideration expressed and in the capacities therein stated. 5 " GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of July, 2010. Notary Public, S}'' of Texas RITA G JOHNSON NOTARY PUBLIC Commission expires: STATE 4F TEXAS 1 /t l '� ' MY COMM. EXP. 03/11/13 THE STA TE OF TEXAS COUNTY OF ' BEFORE ME, a Notary Public, on this day personally appeared Kavitha Akula known to me to be the person who name is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the some for the purposes and consideration expressed and in the capacities therein stated GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of �9, 2010. F &/am- N L taryv � kublic, State of Texas Commission expires: ' {45if1( tAF r�Rr' MELLA E. COLEMAN a NotaryE Public, State of Texas My Commission Expires ++r,usa April 29, 201 2 ( 0 `72A-C Floodplain Development Permit Application No. has been filed with the City of Coppell floodplaln administrator on 2eto. Recommended for Approval: C City jif Coppell, flex Approved and Accepted. City of Coppell, Texas a The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of Denton C eek a Sandy L Addition, Lots I and 2, Block A, an addition to the City of Coppell was submitted to the City Council on the fv day of 2010, and the Council, by formal action, then and there accepted the dedication of streets. alleys, parks, easements, 0o f ,rVto s pl es, and water and sewer lines, as shown and set forth in and upon said plot, and said Council further authorized the note the acceptance thereof by signing free name as hereinabove subscribed 'to `teA& ht; Witness my hand this - day of A.D., 2010 Conformed Copy Official Public Records John F. Warren, County clerk 0 000 00• Mr. Dheerajk Akula 109 Woodland Cove Coppell, Texas 75019 Phone: 972 - 241 -4698 Fax: 972- 241 -4439 APPLICANT ENGINEER - SURVEYOR: GONZALEZ & SCHNEEBERG, ENGINEERS & SURVEYORS, INC. 660 North Central Expressway, Suite 250 Plano, Texas 75074 Phone: 972 -516 -8855 Fax: 972- 516 -8901 B EING 2.2991 ACRE TRACT OUT O DAVID MYERS ABST 1 ::• CITY OF C O P PELL , DALLAS COUNTY TEXA Gonzalez engineers SCALE 1 " =30' & Sebn e e b erg 660 N. Central Expwy. Suite 250, Piano, Texas 75074 • surve (972) 516 -8855 Fax:(972) 516 -8901 DATE PROD. NO. DWG. NO. MAY, 2010 5675- 08 -06 -02 5675 final plat.DWG Myers Survey, Abstract No. 886, in the City of Coppell, Dallas County, Texas, said property having been conveyed to Dheerajk Akulo and wife, Kovitho Akula by Warranty Deed recorded in County Clerk's file number 20080087752, Deed Records, Dallas County, Texas; said tract being more particularly described as follows: BEGINNING, at a 518 -inch iron rod with yellow plastic cap stamped "GSES INC RPLS 4804" set for the south corner of said 2.2991 acre tract, said point being on the northeast right -of -way line of Sandy Lake Road; said point also being the west corner of the remainder of a tract of land conveyed to Henry H. Tate by Warranty Deed recorded in Volume 2001231, Page 4680, Deed Records, Dallas County, Texas; THENCE, North 53 degrees 29 minutes 06 seconds West, with said northeast right -of -way line, a distance of 249.72 feet to a 518 -inch iron rod with yellow plastic cap stamped "GSES INC RPLS 4804" set for the west corner of said 2.2991 acre tract; said point also being a south corner of a tract of land conveyed to Denton Creek Land Company, Ltd. by Special Warranty Deed recorded in Volume 2003133, Page 1569, Deed Records, Dallas County, Texas; THENCE, with the common line between said 2.2991 acre tract and said Denton Creek Land Company, Ltd tract the following metes and bounds: North 49 degrees 06 minutes ll seconds East, a distance of 332.26 feet to a 112 -inch iron rod found for corner; North 00 degrees 12 minutes 42 seconds West, a distance of 1.35 feet to a 518 -inch iron rod with yellow plastic cap stomped "GSES INC RPLS 4804" set for corner; North 88 degrees 30 minutes it seconds East, a distance of 240.15 feet to a point for corner in Denton Creek; South 17 degrees 04 minutes 54 seconds West, a distance of 136.06 feet to an angle point in Denton Creek, South Ol degrees 54 minutes 49 seconds East, a distance of 3342 feet to on angle point in Denton Creek; said point being the northeast corner of a tract of land retained by Henry Tate as a save and except tract as described in Volume 96086, Page 03766, Deed Records, Dallas County, Texas; THENCE, South 50 degrees 07 minutes 03 seconds West, with the common line between said 2.2991 acre tract and sold Tate save and except tract, of a distance of 98.63 feet pass a 1 -inch iron rod found for the north corner of said Tate remainder tract; continuing, with the common line between said 2.2991 acre tract and said Tate remainder tract, in all, a distance of 327.96 feet to the POINT OF BEGINNING; MINOR PLAT OF L OT BLO ! i A A 1 rote: ( 0 `72A-C Floodplain Development Permit Application No. has been filed with the City of Coppell floodplaln administrator on 2eto. Recommended for Approval: C City jif Coppell, flex Approved and Accepted. City of Coppell, Texas a The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of Denton C eek a Sandy L Addition, Lots I and 2, Block A, an addition to the City of Coppell was submitted to the City Council on the fv day of 2010, and the Council, by formal action, then and there accepted the dedication of streets. alleys, parks, easements, 0o f ,rVto s pl es, and water and sewer lines, as shown and set forth in and upon said plot, and said Council further authorized the note the acceptance thereof by signing free name as hereinabove subscribed 'to `teA& ht; Witness my hand this - day of A.D., 2010 Conformed Copy Official Public Records John F. Warren, County clerk 0 000 00• Mr. Dheerajk Akula 109 Woodland Cove Coppell, Texas 75019 Phone: 972 - 241 -4698 Fax: 972- 241 -4439 APPLICANT ENGINEER - SURVEYOR: GONZALEZ & SCHNEEBERG, ENGINEERS & SURVEYORS, INC. 660 North Central Expressway, Suite 250 Plano, Texas 75074 Phone: 972 -516 -8855 Fax: 972- 516 -8901 B EING 2.2991 ACRE TRACT OUT O DAVID MYERS ABST 1 ::• CITY OF C O P PELL , DALLAS COUNTY TEXA Gonzalez engineers SCALE 1 " =30' & Sebn e e b erg 660 N. Central Expwy. Suite 250, Piano, Texas 75074 • surve (972) 516 -8855 Fax:(972) 516 -8901 DATE PROD. NO. DWG. NO. MAY, 2010 5675- 08 -06 -02 5675 final plat.DWG Myers Survey, Abstract No. 886, in the City of Coppell, Dallas County, Texas, said property having been conveyed to Dheerajk Akulo and wife, Kovitho Akula by Warranty Deed recorded in County Clerk's file number 20080087752, Deed Records, Dallas County, Texas; said tract being more particularly described as follows: BEGINNING, at a 518 -inch iron rod with yellow plastic cap stamped "GSES INC RPLS 4804" set for the south corner of said 2.2991 acre tract, said point being on the northeast right -of -way line of Sandy Lake Road; said point also being the west corner of the remainder of a tract of land conveyed to Henry H. Tate by Warranty Deed recorded in Volume 2001231, Page 4680, Deed Records, Dallas County, Texas; THENCE, North 53 degrees 29 minutes 06 seconds West, with said northeast right -of -way line, a distance of 249.72 feet to a 518 -inch iron rod with yellow plastic cap stamped "GSES INC RPLS 4804" set for the west corner of said 2.2991 acre tract; said point also being a south corner of a tract of land conveyed to Denton Creek Land Company, Ltd. by Special Warranty Deed recorded in Volume 2003133, Page 1569, Deed Records, Dallas County, Texas; THENCE, with the common line between said 2.2991 acre tract and said Denton Creek Land Company, Ltd tract the following metes and bounds: North 49 degrees 06 minutes ll seconds East, a distance of 332.26 feet to a 112 -inch iron rod found for corner; North 00 degrees 12 minutes 42 seconds West, a distance of 1.35 feet to a 518 -inch iron rod with yellow plastic cap stomped "GSES INC RPLS 4804" set for corner; North 88 degrees 30 minutes it seconds East, a distance of 240.15 feet to a point for corner in Denton Creek; South 17 degrees 04 minutes 54 seconds West, a distance of 136.06 feet to an angle point in Denton Creek, South Ol degrees 54 minutes 49 seconds East, a distance of 3342 feet to on angle point in Denton Creek; said point being the northeast corner of a tract of land retained by Henry Tate as a save and except tract as described in Volume 96086, Page 03766, Deed Records, Dallas County, Texas; THENCE, South 50 degrees 07 minutes 03 seconds West, with the common line between said 2.2991 acre tract and sold Tate save and except tract, of a distance of 98.63 feet pass a 1 -inch iron rod found for the north corner of said Tate remainder tract; continuing, with the common line between said 2.2991 acre tract and said Tate remainder tract, in all, a distance of 327.96 feet to the POINT OF BEGINNING; MINOR PLAT OF L OT BLO ! i A A 1 rote: