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HomeMy WebLinkAboutS-1295 Map 2_.RTIFICATE OF SURVEYING_ ACCURACY RTIFICATE OF OWNS CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS Cl 292.56' 3606'30" 151.03' 477.46' C2 277.94' 33'21'15" 143.03' 477.46' CENTER OF SECTION 36 T-2-N, R-14-W ' PULASKI COUNTY, ARK. R2864, 1, E �� S12 / 208.28 SO 1'02' 12" W / 1021.60' � - - - - -�'� R2784.80' i- CDS11'54'08"E / LC190.89' N 157037.03 � N76'08'01"E E 1175651.41 --\ R2774.80ft 10.00' y CDS17'21'59"E N 157355.94 E 1175545.07 N 157296.09 E 1175511.2511.2� N 29'29'01 "E 68.76' N 1572711 6 E 117546467 3 N68'10'36"E 47.40' U R447.46 ft CDS85'33'19"E LC172.35' N 157291.82 / E 117291,829CO 1 O 0 vv) o O \ 47 V $V <I �\ o •N n U7 N 17 104.5 E 11734*97 I aha N07.53.15"E 74.48• 00 K00 R507.46ft I I I I CDN88'52'18"E I !\ sloss35•, LC291.26' 103. W I I N 157339.18 E 1174813.36 N72'11'39"E 40.22' �A NNE N 157323.46 E 1174776.32 LC338.81' E 1175646is uEN� J pE BUFFER PRK��P GPS EPSE ''I ' 1p0' EP�pSCA S85'22'45"E / 120.29' / R507.46ft CDS85'40.47"E LC197.63' ACCESSIEASEMENTI L S06'S9'C 1267, R447.46ft 188'52' 18"E LC256.82ft N72'11'39"E / 40.22' N 157269.76 E 1174793.41 I W2A 498.17' R523.39' CDN10-02'53"W LC316.73' 3.39' WE 1.09, Ioil- q � 470.77' N 156167.41 K - E 1175831.35 AR //N\, _ A C Sp9 56' E CHEN - ,E r N 156651.11 - E 1175750.11� 15' nU. tilit Easement-\ \ to N120.00' '43"E \ z.\ E 1175730.41\60' ----------------------- 112.8� \ �-_- \------------------ 9076 b ARK -LA GAS EASEMENT E 111775695.27 ,.848.21�j - j ' -� qy e yy Co M F.oeecc / a w 's. of I \ / I / I / It w / an ��� / 0V I,z 0 , ! , N 156187.41 1 75260 61 .46' PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS ° GIST.... ••' STATE OF '• ARKANSAS ///••yyy NO. 1281 v S .. �1L LAB-..•••. CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. 621 PAGE 233 INSTRUMENT NO. RTIFICATE OF FINAL_. APPROVA PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS DATE OF EXECUTION LITTLE ROCK PLANNING REGISTERED PROFESSIONAL COMMISSION 00rSj k TE pt% ENGINEER NO. 5033, ARKANSAS AREAS N REGISTERED ]PROFESSIONAL o ENGINEER No.5033 ��',t+ CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK . PAGE GENERAL NOTES: 1, 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - = - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5 ERROP OF CLOSURE: EXCEEDS1:50.000 6. THE FRONT, SIDE, AND REAR YARD SETBACKS SHALL Marker NOT BE LESS THAN TWENTY-FIVE (25) FEET. PAGIS _. # 1007 7. \.� 100 YEAR FLOOD PLAIN ELEVATION `•, /�. /?o // E t Legal Description o •,'\ \ Z�\ \ o \ `•, .w ; - w a' ; 0� / / A tract of land in Section 36, T-2-N, R-14-W, Pulaski County, 3 '� `•, A� oV\ 6 o' tp� / Arkansas being more particularly described as follows: o, A V' z m., A , z m' o / / Starting at the center of said Section 36, thence S01'02'12"W $ \ \ o \ `. SZ - o T1 , / along the Easterly line of the NE1/4, SW1/4 said Section 36, m '� '� <a.~-' \ '` �' � jd�',j' iP 'y�/ G�� // ,/ 1021.60 ft. to a point on the centerline of Chenal Parkway, thence rn Southeasterly along said centerline, being the arc of a 2864.80 ft. radius curve to the right, having a chord bearing and distance of • `•, \ '\� \''•, '`\ ;-',; `� �; �� F. , S12'01'17"E, 208.28 ft. to the point of tangency of said curve; \ `. \ \ '•, /" i / GF // / thence S80'03'43"W, 80.00 ft. to a point on the Westerly right-of-way line of Chenal Parkway and the point of beginning of the tract of land herein described: thence S09'56'17"E along said Westerly right-of-way line, 203.60 ft.; thence N80'03'43"E and \ `., `•, \, \ / ,' ,/ continuing along said Westerly right-of-way line, 20.0 ft.; thence S09'56'17"E and continuing along said Westerly right-of-way line, \ \, `• / �� , 470.77 ft.; thence due West 570.74 ft. to the centerline of AP&L , / , O<j �P QA / 7�pg Transmission Easement; thence N3935'38"W, along said centerline, 5 0' 55.00' / / �j°�' , �gple 468.10 ft.; thence N01'58'11"E, 219.22 ft.; thence N88'36'08"W, SMztl y117316 197.02 ft.; thence NO2'21'56"E, 498.17 ft.; thence N17'48'21"W, 60.00 ft.; thence N72'11'39"E, 40.22 ft.; thence along the arc of 0 0 / o `; `• o / /' Q�O� // ,T101AAc EAcEMENTS REQUIRED a 5ance ft. radius curve 91 the right having a chord bearing and NO ADD= RE REQUIRED distance of N88'52'18"E, 291.26 ft.; thence S74'27'04"E, `, / / 'NSEM*rs A 198.07 ft.; thence along the arc of a 447.46 ft. radius curve to / , , 0 NUDIT10NAL " the left, having a chord bearing and distance of S85'33'19"E, / i nS SNOW % 172.35 ft.; thence N68'10'36"E, 47.40 ft.; thence N29'29'01"E, 68.76 ft. to a point on the Westerly right-of-way line of Chenal Parkway, thence Southerly along said Westerly right-of-way line being the arc of a 2774.80 ft. radius curve to the right a chord bearing and distance of S17'21'59"E, 338.81 ft.; thence N76'08'01"E and continuing along said Westerly right-of-way line 10.0 ft.; thence Southerly and continuing along said Westerly right-of-way line, being the arc of a 2784-80 ft. radius curve to / cQ-%WBT CO the right, having a chord bearing and distance of Sl l'54'O8"E, 29s' / / •190.89 ft. to the point of beginning, containing 895,242 sq. ft. or 210.79' / / E,s ;Ecrt Approved 20.55 acres more or less. 156767.20 N01'58'11 "E 21 9.22 / N 156548.11 ,' « E 1174969.81 , E 1174962.28 , [d$a"t'I-i11 YPqui ed D SS FINAL PLAT OF TRACT 13 CHENAL 50 0 50 150 VALLEY 00 o Scale 1 " = 50 ft M GMA C CENTER ' o � Cc 000 /// /' This Plat Z Kanis Rood p_ay5�1�L'V.� / 9-i7- AN ADDITION TO THE CITY OF ' LITTLE ROCK, ARKANSAS o Vicinity Map ©WfO 7'9-D_kMWa ABSO IIA 1W(co PART OF THE NE1 /4, SW1 /4 OF SECTION 36 //' a Scale: 1" = 2000' CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 79.69 N 156772.01 , T-2-N R-14-W, PULASKI COUNTY, ARKANSAS E 117477185 / 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 > / , I , 'I .jL,