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FEMA-EC100406Page 1 of 3 Date: January 28, 2010 Case "1.: 10-06-0950A LOMB-FW Federal Emergency Management Agency Washington, D.C. 20472 D tib LETTER OF MAP REVISION FLOODWAY DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION CITY OF COPPELL,DALLAS Lot 2, Block 1, Bethel Road Estates, as shown on the Plat, recorded COUNTY,TEXAS as Instrument No. 1058807, Volume 2000134, Pages 02875 through 02878, in the Office of the County Clerk, Dallas County, TexasCOMMUNITY The portion of property is m-:7re particularly described by the following COMMUNITY NOV.480170 metes and bounds: AFFECTED NUMBER:48113C0155,1 MAP PANEL DATE: 8/23/2001 FLOODING SOURCE: TRIBUTARY G-1 OF GRAPEVINE APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:32.955, -97.000 CREEK SOURCE OF LAT&LONG:ESRI:FEMA GEOCODE/GOOGLE MAPS DATUM:NA f)83 DETERMINATION IOUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATIONSECTION THE SFHA ZONE ELEVATION ELEVATION (NGVC,29) NGVD 29) (NGVD 29 2 1 Bethel Road 256 Bethel Road Portion of X 493.9 feet 498.0 feet Estates Property (unshaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 fnr the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION REVISED BY LETTER OF MAP REVISION INADVERTENT INCLUSION FLOODWAY 1 STUDY UNDERWAY PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a renuest for a Letter of Map Revision for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portionts) of the property(ies) is/are not located in the 01FIP regulatory floodway or the SFHA, an area inun sated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document revises the effective NFIP map to remove the subject property from the NFIP regulatory floodway and the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge, MD 21075. Kevin C.Long,Acting Chief Engineering Management Branch Mitigation Directorate Page 2 of 3 Date: January 28, 2010 ICas '"w 1.: 10-06-0950A LOMR-FW u/ Federal Emergency Management Agencys' Washington, D.C. 204724NI)s' LETTER OF MAP REVISION FLOODWAY DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) COMMENCING from the Northwest corner of Lot 2, thence S01°01'30"W, a distance of 63.12 feet to the POINT of BEGINNING; Thence N70°09'35"E, a distance of 67.83 feet; Thence S89°38'17"E, a distance of 54.73 feet; Thence S06°38'40°E, a distance of 40.01 feet; Thence 506'17'31"W, a distance of 56.51 feet; Thence S11°32'11"W, a distance of 56.14 feet; Thence S09°15'00"E, a distance of 37.43 feet; Thence S12°59'00"E, a distance of 78.56 feet; Thence S13°58'19"E, a distance of 53.30 feet, being a point in the Southline of Lot 2;Thence N24°41'27"W, a distance of 32.94 feet; Thence N18°31'40"W, a distance of 34.90 feet; Thence N20°55'38"W, a distance of 162.17 feet; Thence N50°58'45"W, a distance of 40.74 feet; Thence S81°41'19"W, a distance of 29.19 feet; Thence N01°01'20"E, a distance of 57.54 feet to the POINT OF BEGINNING INADVERTENT INCLUSION IN THE FLOODWAY 1 (PORTIONS OF THE PROPERTY REMAIN IN THE FLOODWAY) (This Additional Consideration applies to the preceding 1 Property.) A portion of this property is located within the National Flood Insurance Program (NFIP) regulatory floodway for the flooding source indicated on the Determination Document, while the subject of this determination is not. The NFIP regulatory floodway is the area that must remain unobstructed in order to prevent unacceptable increases in base flood elevations. Therefore, no construction may take place in an NFIP regulatory floodway that may cause an increase in the base flood elevation, and any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. The NFIP regulatory floodway is provided to the community as a tool to regulate floodplain development. Therefore, the NFIP regulatory floodway modification described in the Determination Document, while acceptable to the Federal Emergency Management Agency (FEMA), must also be acceptable to the community and adopted by appropriate community action, as specified in Paragraph 60.3(d) of the NFIP regulations. Any proposed revision to the NFIP regulatory floodway must be submitted to FEMA by community officials. The community should contact either the Regional Director (for those communities in Regions I-IV, and VI-X), or the Regional Engineer for those communities in Region V) for guidance on the data which must be submitted for a revision to the NFIP regulatory floodway. Contact information for each regional office can be obtained by calling the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or from our web site at http://www.fema.goviaboutiregoff.htm. PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, StateiCommonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse,6730 Santa Barbara Court, Elkridge,MD 21075. Kevin C.Long,Acting Chief Engineering Management Branch Mitigation Directorate Page-3 of 3 Date: January 28, 2010 Cas 1.: 10-06-0950A LOMR-FW Federal Emergency Management Agency r^L Washington, D.C.20472 LETTER OF MAP REVISION FLOODWAY DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) REVISED BY LETTER OF MAP REVISION (This Additional Consideration applies to the preceding 1 Property.) The effective National Flood Insurance Program map for the subject property, has since been revised by a Letter of Map Revision (LOMR) dated 4!24/2008. The 4/24/2008 LOMR has been used in making the determination/comment for the subject property. STUDY UNDERWAY (This Additional Consideration applies to all properties in the LOMR-FW DETERMINATION DOCUMENT (REMOVAL)) This determination is based on the flood data presently available. However, the Federal Emergency Management Agency is currently revising the National Flood Insurance Program (NFIP) map for the community. New flood data could be generated that may affect this property. When the new NFIP map is issued it will supersede this determination. The Federal requirement for the purchase of flood insurance will then be based on the newly revised NFIP map. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contat the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse,6730 Santa Barbara Court,Elkridge,MD 21075. r Kevin C. Long,Acting Chief Engineering Management Branch Mitigation Directorate S'C1L2A.NII SYSTEMS 6221 Riverside Dr#116/ Irving,TX 75039 Phone 972-620-8204/www.strandsystems.comENGINEERINGINCFAXRes: 972-488-8932/FAX Apts: 972-243-5417 March 12, 2010 S2E#0908480 The Holmes Builders of Coppell, LTD 1445 MacArthur, Suite 200 Carrollton, TX 75007 RE: Private Residence 256 256 West Bethel Road Coppell, TX Lot: 2 Block: Pre-Pour Inspection Gentlemen: This letter is to affirm that a representative of this firm performed a Pre-Pour inspection of the foundation at the above noted address on 3/11/2010. An inspection checklist was left at the job site. Based on this inspection, the beam excavations and steel placement were found to be in substantive compliance with the plans, specifications, and acceptable industry standards and practices. We trust that this is the information you require. Please contact this office if we may be of additional assistance. Respectfully, Strand Systems Engineering, Inc. o F tTtill i:01r< 1J11 TAMARA L. SPICER Tami L Spicer, P.E. 92474 President 1r0 o;. r t 111ONALE^.ltttit Registration No: F-1629 o,„,w.,o,,,„,-,. .a ,,,mvw„.,,„,.,,...w.xr-„mnwnuie.rn.r.,,rmm.,.,., kl tP1;?:tr3.MECT. e CrT`Y` E TIC r Y'LOT SdTE • k' FEE: 1 2.Fail: c Lam. 1E t• +. .4'i! i” : " fi M, y tP 44 hr 1 k f a a r v r RB 2.Stza: f . 3. s ' t4. vt a `f S_ 7 + 1 fl iI f 5' [ND `'YSTEMS 6971 Riverside Dr ww.s/ Irving, to 75039 Phone 972-620-8204/wwvv.strandsystems.com N GAN F L 1 J N G 1N C FAX Res:972-488-89321 FAX Apts:972-243-5417 February 22, 2010 S2E#0908480 The Holmes Builders of Coppell, LTD 1445 MacArthur, Suite 200 Carrollton, TX 75007 RE: Private Residence 256 256 West Bethel Road Coppell, TX Lot: 2 Block: Pier Inspection Gentlemen: This letter is to affirm that a representative of this firm performed a Pre-Pour/Pour pier inspection of the referenced project foundation on 2/19/2010 During the inspection it was observed that the piers and reinforcing were installed per plans and specifications. An inspection checklist was left at the job site. No. of Piers - 9/79 Pier Diameter - 12" Pier Depth - 25' Piers were located as shown on approved plans. No water encountered, and all piers drilled to full design depth or greater. All piers were founded on acceptable soil. Respectfully, Strand Systems Engineering, Inc. 1 err 4 /1.4e"---- TAMARA L. SPICER Ps Tam i L Spicer, P.E. rei-o'. 92474 :c_r President k ,s;. NALlE\ Registration No F-1629 Enc: design calculations S'TIZ.ANr) SYSTEMS 6971 Riverside 0-82 / ww.s/ Irving, to 75039 Phone 972-620-8204/w+rnrv.strandsystems.com EN GAIN I L LLNG iN G FAX Res:972-488-89321 FAX Apts:972-243-5417 April 09, 2010 82E#0908480 The Holmes Builders of Coppell, LTD 1445 MacArthur, Suite 200 Carrollton, TX 75007 RE: Private Residence 256 256 West Bethel Road Coppell, TX Lot: 2 Block: Pier Inspection Gentlemen: This letter is to affirm that a representative of this firm performed a Pre-Pour/Pour pier inspection of the referenced project foundation on 4/7/2010 During the inspection it was observed that the piers and reinforcing were installed per plans and specifications. An inspection checklist was left at the job site. No. of Piers - 11/80 Pier Diameter - 12" Pier Depth - 25' Piers were located as shown on approved plans. No water encountered, and all piers drilled to full design depth or greater. All piers were founded on acceptable soil. Respectfully, Strand Systems Engineering, Inc.0 F •rF-ktt dr: vt P' TAMARA L. SPICER Tamara L Spicer, P.E. rj-o-. 92474 . r President a; r Registration No Enc: design calculations F-1629 FR.A.ND SYSTElVvS 6971 Riverside 0-82 I # 1161 Irving, to 75039 Phone 972-620-8204/www.strandsystems.com GAIN EE1 .11M G 1N C FAX Res:972-488-89321 FAX Apts:972-243-5417 April 12, 2010 S2E#0908480 The Holmes Builders of Coppell, LTD 1445 MacArthur, Suite 200 Carrollton, TX 75007 RE: Private Residence 256 256 West Bethel Road Coppell, TX Lot: 2 Block: Pier Inspection Gentlemen: This letter is to affirm that a representative of this firm performed a Pre-Pour/Pour pier inspection of the referenced project foundation on 4/8/2010 During the inspection it was observed that the piers and reinforcing were installed per plans and specifications. An inspection checklist was left at the job site. No. of Piers - 12/80 Pier Diameter - 12" Pier Depth - 25' Piers were located as shown on approved plans. No water encountered, and all piers drilled to full design depth or greater. All piers were founded on acceptable soil. Respectfully, Strand Systems Engineering, Inc. c-D •• _...k. •rr 1{ 7/1."--- P Ps *TAMARA L. SPICER* es Tamara L Spicer, P.E. 0', 92474 :ck. President 6]o• 0.•'.(C NSEO..' .r•• Registration No Enc: design calculations F-1629 s ND SYSTEMS 6971 Riverside 0-82 Dr#1161 Irving, to 75039 Phone 972-620-8204/v nrwv.strandsystems.com J JN GIN F L 1Z1N G 1N C FAX Res:972-488-89321 FAX Apts:972-243-5417 April 12, 2010 S2E#0908480 The Holmes Builders of Coppell, LTD 1445 MacArthur, Suite 200 Carrollton, TX 75007 RE: Private Residence 256 256 West Bethel Road Coppell, TX Lot: 2 Block: Pier Inspection Gentlemen: This letter is to affirm that a representative of this firm performed a Pre-Pour/Pour pier inspection of the referenced project foundation on 4/9/2010 During the inspection it was observed that the piers and reinforcing were installed per plans and specifications. An inspection checklist was left at the job site. No. of Piers - 14/80 Pier Diameter - 12" Pier Depth - 25' Piers were located as shown on approved plans. No water encountered, and all piers drilled to full design depth or greater. All piers were founded on acceptable soil. Respectfully, Strand Systems Engineering, Inc.ar 7e(11 1---.in-4(4 7/11.••••-••err e' TAMARA L. SPICER Tamara L Spicer, P.E. 92474 President 6(a.; Registration No.F-1629Enc: design calculations U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A- PROPERTY INFORMATION For Insurance Company Use Al. Building Owner's Name TERRY HOLMES Policy Number A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number 256 BETHEL ROAD City COPPELL State TX ZIP Code 75019 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Lot 2,of BETHEL ROAD ESTATES, COPPELL, DALLAS COUNTY,TEXAS A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ® NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number NA A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? Yes ® No d) Engineered flood openings'? Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State DALLAS COUNTY&INCORPORATED AREAS 48113C DALLAS TEXAS B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s)(Zone 48113C 0155 J Date Effective/Revised Date Zone(s) AO, use base flood depth) 06-16-2005 08-23-2001 AE&X 494.0' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. FIS Profile ® FIRM Community Determined Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 NAVD 1988 Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes ® No Designation Date CBRS OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction*Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized ELEV 513.24Vertical Datum NGVD 1929 Conversion/Comments BM PROVIDED BY COPPELL GPS MONUMENT Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor)499.97 ®feet meters(Puerto Rico only) b) Top of the next higher floor N/A.LI feet [' meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only)N/A.feet meters(Puerto Rico only) d) Attached garage(top of slab) N/A.feet meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N/A.feet meters(Puerto Rico only) Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 498.87 ®feet meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 498.99 ®feet meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A.feet meters(Puerto Rico only) structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. o F lF • Check here if comments are provided on back of form. Were latitude and longitude i n Section A provided by a co •'O s;9•••4p licensed land surveyor? ® Yes No Certifier's Name BARRY RHODES License Number 3691 1 BARRY S.RHODES Title OWNER, RPLS Company Name RHODES SURVEYING t"'. 1. 3691 0' i' Address 7509 PENNRIDGE IRCLE City ROWLETT State TX ZIP Code 75088 q ............. t , pQ Signature Date 4-6-2010 Telephone 972-475-8940 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 256 BETHEL ROAD City COPPELLState TX ZIP Code 75019 Company NAIC Number SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments HOUSE IS UNDER CONSTRUCTION Signature Date 4-6-2010 Check here if attachments SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is N/A. feet meters above or below the HAG. b)Top of bottom floor(including basement,crawlspace, or enclosure)is N/A. feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor elevation C2.b in the diagrams)of the building is N/A. feet meters above or below the HAG. E3. Attached garage(top of slab)is N/A. feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0.0 LI feet meters ®above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. LI The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: LI New Construction Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building:feet meters(PR) Datum G9. BFE or(in Zone AO)depth of flooding at the building site: feet meters(PR)Datum G10. Community's design flood elevation feet meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 256 BETHEL ROAD City COPPELL State TX ZIP Code 75019 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW a .4. i..t!G.•-:-},.;,..._._ ....1! 7LII. 1 .1 I . L tl i `. I a t y 4 r' >, p.... i ' Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 256 BETHEL ROAD City COPPELL State TX ZIP Code 75019 CompanyNAlCNumber If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." REAR VIEW Y r f. pf e r' • , a 4.: _ .4r i .: A. i 1 sac a t r as p t aXF* to A w w 1 ' '1,41sNik,"*".1to" 4,.„,,,,r,....,...,::: „,. ..,, ,...,,,, ..,ti.. . — ,,,!- ..,:-..;,,..: .-,,,,.. ,,.,,-,-.‘ .:... .-...---; a4,- -- . , ,,,"----‘0...a. 441. 1 17 µr-" 1 k , . fit+ " y , y *.. f, 1„. .;. t° y4 sy+, M ` 1 Witte: w'-: yy, k,A •Y v" ' 4 t.-. 1 yam SURVEY PLAT TEXT IMPROVEMENT BOUNDARY L I' EASEMENT/-WarAIWN4111 NM RESIDENCE/FENCES v44 7i BIG CEDAR ADDITION VOLUME PAGE 92125 3455 4 3 2 5 N. N 88°55'03" E 241 .81 ' o y Pc,\ .•oint in Creek Point in Creek 6 ` •Point in Creek In CC Lai 100 YEAR FLOOD 94' CONTOUR 5 PER FEMA MAPS) D7 in w 0 I I ao of 1/2 REF. - I m MONU. FND I 2.7' 1,{,2 REF. + I NwMOtfIJ. FND v}O 3' I 2.348 AC. cNj aI cn co I I'-- 0 O Ii-Ij I w 4G -^) Y v) I k p UJ ce Q`4, I .. I z 45, JcpO r 1 o I •.75.8 I tV go ' J3`y'b Z w o I Ni . f- I o 48.1 18.9 I- z FORMS ONLY I I- Cr Nx I aa- I OLi 0 I 288) I O o 3r1: T.O.F.= 499.97' I U) 002'0 -24-5'1$3' —18.0' 9r5V \0 O 4 Z 13.2.0' 9.9' 2 \ Z 157.6' w ti 19.3' 47 o a• I D, \ N O 157.9' 24.6' \ UTILITY EASEMENTFLo. I E).P. I v \ I 83.6' N I 21.3'- 10.1 x I 00r FORMS 1ONLY1. ' 141.1' N STONE WALL N T.Q.F.= 499.98', OLUMN p o 1. \ 30' BUILDING LINE fie _ 3.5- .( 0.4M 23.2` 4 ` _ sq. Cut= 49s s' S\ 00°17'22" E STONE/WALL n 15.00' 1/2 IRF 41/ 2 IRF P/K MD) fl.9' / ii II J o \ 1/2 IRF S 8 82.33' W City of Dallas S : °422'38" W 1 gl.4q'OVER-HEAD POWER 82.33' VOLUME PAGE Z Z Z Z Z ti Z Z Z—Z— —Z\----Z Z---Z Z Z—Z ZZ---- 439 27 THIS CERTIFICATION DOES NOT ASPHALT %' P.P. I TAKE INTO CONSIDERATION BETHEL ROADADDITIONALFACTSTHATAN ASP+{At7 ACCURATE TITLE SEARCH AND OR EXAMINATION MIGHT DISCLOSE. BARRY S. RHODES Registered Professional Land Surveyor (972) 475-8940 This is to certify that I have, this dote, made a careful and accurate survey on the ground of property located at No. 256 BETHEL ROAD in the city of COPPELL Texas. Lot No. 2 Block No. of BETHEL ROAD ESTATES an addition to the City of COPPELL, DALLAS COUNTY Texas according to the PLAT RECORDED in FILE PENDING at FILE PENDING of the MAP records of DALLAS COUNTY, TEXAS. The plot hereon is true, correct, and accurate representation of the property as determined by survey, the lines and dimensions of said property being as indicated by the plot:the size, location cfG 9F T: . and type of building and improvements are as shown, all improvements being within the boundaries c' Cl?• 01 g T •4 '. of the property, set bock from property lines the distance indicated. THERE ARE NO ENCROACHMENTS, CONFLICTS, OR PROTRUSIONS,EXCEPT AS SHOWN. ARRY S.R e e r THIS SURVEY WAS PERFORMED EXCLUSIVELY FOR 3691Scale:1 " = 50' HOLMES BUILDERS 90 Date: 4-6-2010 USE OF THIS SURVEY FOR ANY OTHER PURPOSE yp aj G. F. No.: OR OTHER PARTIES SHALL BE AT THEIR RISK AND r.` Job no.: 75581 UNDERSIGNED IS NOT RESPONSIBLE TO OTHERS Drown by: JD FOR ANY LOSS RESULTING THEREFROM.