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Home My WebLink AboutZ-9074 Map 3CBM L a nrl� d lEirod "/7771eai Ea a t t��; §ffe Survey W" Baseline Rd' d'st's 9(ecoach Rd,, Liffie Rock, Arkansas NOTES: 1. This survey does not purport to be a proposed tract split, replat or any other subdivision plat as may be defined by city, county, or state law. The land owner is encouraged to check with the local planning/development authorities for proper platting procedures before proceeding with this development. 2. Every document of record reviewed and considered as a part of this survey is noted hereon. Only the documents noted hereon were supplied the surveyor. J. This plot represents on ALTA/ACSM Land Title Survey of the following property. Deed Book 435, Page 259 Deed Book 251, Page 109 Tracts 8 & 9 of Instrument No. 200605828J all in the public records of Pulaski County, Arkansas. 4. The contractor must determine that proposed structures are clear of oil boundary lines, easements, and meet building setback requirements before construction begins. 5. Basis of Bearings: NAD83 (CORS96) State Plane Coordinate System, Arkansas North Zone Utilizing PAGIS Reference Station end Checking Position with OPUS 6. Basis of Elevation: IVAVO88(GEO/D12A) Utilizing PAG/S Reference Station and Checking Position with OPUS 7 Site Bench Mork #I. Chiseled square in curb of Homebonk of Arkansas parking lot approximately 220" North of a light pole and opproximotely 262.5' Northwest of c sanitary sewer manhole on the North side of Stagecoach Rd. Elevation = 29713' Site Bench Mark #2. Set 5/8" Rebar w/C0 cap near tQ.er..,"r1heost corner of the subject property, on the North side of Stagecoach Rd approximately 650" Southeast from a utility pole and approximately 163.0' Southwest from a drainage manhole on the North side of Stagecoach Rd Elevation = 290.92'. Site Bench Mark #3. Set 5/8" Weber w/CEI cop neon e Southwest corner of the subject property, on the North side of W. Baseline Road approximately 199.5' West of utility pole/light and approximately 48.0' Northwest of a sanitary sewer manhole located in W. Baseline Road. Elevation = 30016' 8. This survey is valid only if the drawing includes the seal and signature of the surveyor. 9. This survey meets current Arkansas Standards of Practice for Property Boundary Surveys and Plats.'" 10. This survey is based on a title commitments #15-3105 doted June 25, 2015 and #15-3549 doted July 21, 2015 both supplied by Fidelity National Title Insurance Company. 11. Declaration is made to the original purchaser of the survey and those listed in the certification for the use of this transaction only and is not transferable to any additional institutions or subsequent owners. 12. This property is zoned R-2 (Single-family District) per City of Little Rock, Arkansas. Building setbacks for zone R-2 are as follows: Front yard. There shall be a front yard setback having o depth of not less than twenty-five (25) feet. Side yard. There shall be a side yard set -back on each side of the building having a width of not less than ten (70) percent of the overage width of the lot, not to exceed eight (8) feet. Rear yard. There shall be a rear yard setback having a depth of not less than twenty-five (25) feet. In the case of a corner lot, however, when providing a twenty-five foot exterior side yard, the rear yard may be reduced to not less than eight (8) feet. Height regulations. No building hereafter erected or structurally altered shall exceed a height of thirty-five (35) feet. 13. No attempt was made to show building setback lines grophicolly on the survey The assignment, vacation, or orientation of setbacks that impact the usage rights of the property are determined by the local governing jurisdictional agency. Setback dimensions will be based on the orientation of the bu#67g(s) to be constructed as approved 14. By scaled map location and graphical plotting only. A portion of this property is located within Flood Zone ':4E" & Floodway Areas in Zone AE" as determined by the National flood Insurance Program which is subject to inundation by the 1% annual chance flood (100-}tor flood) shown on the Flood Insurance Rate Mop for Pulaski County, Arkansas. Mop Number 05119C0441G Mop Revised- July 6, 2015 15. Subsurface and environmental conditions were not examined nor considered a part of this survey. 16. Underground utilities were located by visible above ground mork'vigs as marked by utility locators and shown hereon as located by CE/ Engineering Associates, Inc. survey fled crews. All utility locations shown hereon are approximate. All utilities may not have been marked/locate' by the appropriate locators. No excavation has token place as of this dote to determine the exact location of existing underground utilities shown on this survey. 17. Arkansas State Low. The Underground Facilities Damage Act, requires two working days advance notification through the Arkansas One -Call System Center before excavating using mechanized equipment or explosives (except in the case of on emergency). The One -Call System Telephone Number is 1-800-462-8998. The contractor is advised that there is a severe penalty for not moing this call. Not all utility companies are members of the Arkansas One -Call Systems. 7herefore the contractor is advised to contact all non-members as well as the One -Coll System. 18. Table A Item #16, no observable evidence of current earth moving work was found. 19. Table A Item #17 Surveyor not aware of any changes in street Right -of -Way, and no observed evidence of street or sidewalk construction or repairs were found. 20. Table A Item #18, no observable evidence of the site being used as a solid waste dump, sump or sanitary landfill was found. 21. Table A Item #19, at the time of survey there was no evidence of wetland areas delineated by "Wetlands Mapping Services" published by U.S. Fish and Wildlife Service, Division of Habitat and Resource Conservation. 22. Right -of -Way of West Baseline Road was determined by flea evidence and width described in easement documents. No record dedication of Right -of -Way was provided to Surveyor. m V w m v a�i J o � o V U V h a 3 Q W Baseline Rd State Hwy 338-- a) y m (j 3 G p0 �G 5� Vicinity Map Sheet lln:�ex Not to Scale Lotitude: 34402221 N Longitude: 9225 9.04 "W Co verlAvlobtes Excepti nsjDescriptions A L TAIA CSM Land Title Survey 1 ,4 L TAIA CSM Land Title Survey 2 ®ENGINEERING ASSOCIA TES ENGINEERS PLANNERS SURVEYORS 3108 SW Regency Parkway, Suite 2 PH: (479)273-9472 Bentonville, AR 72712 FAX: (479)273-0844 Arkansas * California * Georgia * Texas Pennsylvania * Minnesota I. f Goode Tracts r 83$624 Sq. Ft.t II or 19.14 Act II i I No 'FaIl'y N°ot ,a Part -- --- --jj WBaseline Rd. -------------------- Overall survey Detail Beare: I _ 20 r Surveyrors Certification To: �``�Essl.rrr,r,'' Elrod Real Estate, LLC, on Arkansas limited liability company � •.• �� Q�` 0,�� i� William Eugene Goode, an undivided 1/4 interest, and William Eugene Goode, trustee for William Kevin Goode, �..�� AUT,�;%� �.`�Q •.••••••••• �� Kenneth Eugene Goode, and Jonathan Keith Goode, an undivided 3/4 interest :•STATE OF Earl M. Simmons, Trustee of the Earl M. Simmons Revocable Trust Declaration No. 11 i W ARKANSAS :�G, : Fidelity National Title Insurance Company . — C E I Engineering = Q • 0 7 S City Title & Closing, LLC Associates, Inc. " �: - z N0. 118 O: U :c s<ce, � This is to certify that this map or plat end the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted :,J &?: �f� •: `:` �O� by ALTA and NSPS, and includes Items L 2,3, 4, 5, 6(b), 7(a), 7(b)(1), 8, 9, 10(a) 11(b), 13, 16, 17,, 18, 19, AS •.• ��. z.� ••,,•CT -IA,,•' ,�� 21 and 22 of Table A thereof. The field work was completed on July 24, 2015. % Date of Plat or Mop: 1 Kevin M. Hall, Arkansas PLS #1789 State Plot Code. 500-01N-13W-0-32-200-60-1789 2015 CEl ENGINEERING