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Z-5773-A Map 4
PZ= N 0 100' 200' SCALE 1" ='100' 1 fr 20.0' N CH N31 °08'49" W 1832.74' R 143239' 19 N70'55'12" W 595.81' CH N46"29'05" W 2370.08' R = 2864,79' N 22°03 W 1424.40' C Mrr Ns102226"4, moo' BLOCK 36 CHENAL La Marche Place 4 Plat Book G Page 40 CL Chenal Parkway CH N 26°52'34" W 964.00' R = 5729.58 N 31°42'05"W Centerliine Chenal Parkway CH N22'55'654'V, 873.62' R= 2864 79' e FOUND IRON PIN o SET NO. 4 REBAR -ver- OVERHEAD POWER LINE © POWER POLE ». FIRE HYDRANT WATER METER ® GAS METER +Street Light CHENAL VALLEY DR Concrete Walk Welcome Center N 6°y o'^ ti Center Section 36 T -2-N, R-1 4-W S00°45'34"E 1021.60' o v^ CN N79.6,w.E 102.45 R c gpg g3 SITE PLAN SAINT MARGARET'S EPISCOPAL CHURCH 12901 CHENAL PARKWAY LITTLE ROCK, ARKANSAS DECEMBER 5, 20005 CH S20023'27"E 109.99' R = 602.96' N as0 a ap NOTE: No abstract of title, nor title commitment, or results of a title search were furnished to the surveyor. All documents of record reviewed are noted hereon. There may exist other documents of record that may effect this survey. NOTE: There is indication there may be underground utilities in this area. No attempt has been made to obtain or show data concerning existence, size, depth, condition, capacity or location of any futility existing on the site, earhether private, municipal or public owned. This area is in zone AE and not in the 100 year flood zone per Community -Panel No. 050448 0250 B effective date of November xx 19xx. Improvements are as shown. No visible encroachments noted. For use and Benefit of: Saint Margaret's Episcopal Church Address of Property: 20901 Chenal Parkway, Little Rock, AR Date of Survey: December 1 & 2, 2005 Scale: I"= 100' This is to certify that the property described hereon has been surveyed and corners set in accordance with located and accepted monuments in the area. This certification limited to the parties shown hereon. Unless specifically stated or shown, survey does not locate or delineate: Building setbacks Zoning Regulations or Restrictions, or other items which may affect development, though they may exist. No statement is made concerning subsurface conditions or the existence of underground utiltiy lines or their appurtenances. 22037'26"E 56.83' R= 542.96' 1. Sewer location and size is scared from Little Rock Waste Water Utility Maps. 2. Water mains locations and sizes are scanned from Central Arkansas Water. 3. Other underground utilities were not located. 4. Ownership of the Solar Panel on Chenal Drive not determined. 5. Ownership of the sprinkler box along Chenal Drive not determined. LEGAL DESCRIPTION INSTRUMENT 90-64821 A tract of land located in Sections 23 and 26, T -2-N, R -14-W, Pulaski County, Arkansas, more particularly described as: Starting at the center of Section 36, T -2-N, R -14-W; thence S0045'34"W along the North-South centerline of said Section 36, 1021.6 ft. to a point on the centerline of Chenal Parkway; thence Northwesterly along said centerline, being the arc of a 2864.79 ft. radius curve to the left, having a chord bearing and distance of N22055'54"W, 873.62 ft. to a point; thence N31 °42'05"W and continuing along said centerline, 2164.01 ft. to a point; thence Northwesterly and continuing along said centerline, being the arc of a 5729.58 ft. radius curve to the right, having a chord bearing and distance of N26°52'34"W, 964.00 ft. to a point; thence N22003'W and continuing along said centerline 1424.40 ft. to a point; thence Northwesterly and continuing along said centerline, being the arc of a 2864.79 ft. radius curve to the left, having a chord bearing and distance of N46°29'05"W, 2370.08 ft. to a point; thence N70.55'12"W and continuing along said centerline, 595.81 ft. to a point; thence Westerly and Northerly along said centerline, being the arc of a 1432.39 ft. radius curve to the right, having a chord bearing and distance of N31 °08'49"W, 1832.74 ft. to a point; thence N08037'34"E and continuing along said centerline, 580.23 ft. to a point; thence S81 °22'26"E, 100.00 ft. to a point on the Easterly right-of-way line of Chenal Parkway and the Point of Beginning of the tract of land herein described: thence Northeasterly along said right-of-way line, being the arc of a 2764.79 ft. radius curve to the right, having a chord bearing and distance of N09°07'07"E, 47.55 ft. to a point; thence S80°23'19"E and continuing along, said right-of-way line, 20.0 ft. to a point, thence Northeasterly and continuing along said right-of-way line, being the arc of a 2744.79 ft. radius curve to the right, having a chord bearing and distance of N11 °55'16"E, 221.21 ft. to a point; thence N89008'46"E 67.31 ft. to a point; thence Northeasterly along the arc of a 999.93 ft, radius curve to the left, having a chord bearing and distance of N88°08'33"E, 416.00 ft. to a point; thence N76°08'11 "E, 130.41 ft. to a point; thence Northeasterly along the arc of a 909.93 ft. radius curve to the right, having a chord bearing and distance of N79021'49"E, 102.45 ft. to a point; thence Southeasterly along the arc of a 25 ft. radius curve to the right, having a chord bearing and distance of S5617'01"E, 32.89 ft. to a point, thence S15°09'28"E, 20.66 ft. to a point: thence Southeasterly along the arc of a 602.96 ft. radius curve to the left, having a chord bearing and distance of S20°23'27"E, 109.99 ft. to a point; thence S25037'26"E, 112.50 ft. to a point, thence Southeasterly along the arc of a 542.96 ft. radius curve to the right, having a chord bearing and distance of S22037'26"E, 56.83 ft. to a point; thence S50°27'10"W, 644.63 ft. to a point; thence N81 °22'26"W, 480.14 ft. to a point on the Easterly right-of-way line of Chenal Parkway; thence N08037'34"E along said right-of-way line, 312.45 ft. to the Point of Beginning, containing 10.800 acres more or less. Subjeset to an easement for a solar panel and a sprinkler box along the North line LAHA ENGINEERS, INC. 6602 Baseline Road Suite E / 11 P. O. Box 190251 Little Rock, Arkansas 72219 501-565-7384 Fax 501-562-5467 ° J e-mail: lahaengrls@sbcglobal.net STATE OP•', ARKANSAS. NO 2 SI lilATURE LAHA = > ENGINEERS 15 -�= INC 2 #727 '411111111 1 100\ STMARGARETS 12-02-05