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Home My WebLink AboutS-1177 Map 3PROPERTY DESCRIPTION (TOTAL BOUNDARY) RIGHT-OF-WAY DEDICATION DESCRIPTION - CHENAL A of the South 1/2 of the North 1/2 of the Northeast 1/4 of the Southwest 1/4 A part of the South 1/2 of the North 1/2 of the Northeast 1.4 of the Southwest 1/4 Section Lots 21, 27 Montclair Heights part of 4, T-1-N, R-13-W, and a part of 20, and of Section 4, T-1-N, R-13-W, and a part of Lots 20, 21, and 27 Montclair Heights Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas being Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: N 89'2322" W being more particularly described as follows: Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 20.00 ' Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest of said of said Section 4 thence S 00°36'55" E, 19.63 feet; thence N 89023'22" W, 20.00 feet; thence S 00°33'07" E. 325.36 feet; thence N 89°23'37" W. 14.19 feet; thence feet; Section 4; thence S 00°36'55" E 19.63 feet; thence N 89°23'22" W, 20.00 feet; thence S 00°33'07" E, 322.88 feet; thence N 89°20'07" W, 184.03 feet; thence continue S 00°33'07" E, 325,36 feet; thence N 89°23'37" W, 14,19 feet for the POINT OF BEGINNING; N 89°20'07" W, 134.67 feet; thence S 00°21'31" E, 207.72 feet for the POINT OF S 00033'07" E thence S 00°33'07" E, 322,88 feet; thence N 89620'07" W, 318.70 feet; thence S 00021,31" E, BEGINNING; thence on a curve to the left having a radius of 1165.92 feet and a arc 207.72 feet; thence along a curve to the right having a radius of 1166,92 feer, an arc length of length of 5.50 feet with a chord bearing and distance of S 47°03'24" E, 5.50 feet; thence S 00°21'31" E, 13.08 feet to the Northerl Right -of -Way of Chenal Parkwayy 325.36 , 5.50 feet and a bearing and distance of S 47°03'24" E, 5.50 feet; thence S 00021'31" E, 13.08 thence on a curve to the left having a radius 1155.92 feet, an Arc Length of 34.12 feet to the Northerly Right -of -Way of Chenal Parkway; thence along the Northerly Right -of -Way feet with a bearing and distance of N 47029'20" W, 34.11 feet; thence along a curve of Chenal Parkway on a curve to the left having a radius of 1155.92 feet, an arc length of 34.12 to the left having a radius of 1155.92 feet and an are length of 330.74 feet and a bearing and distance of N 47°29'20" W, 34.11 feet; thence continue along the Northerly bearing and distance of N 56°23'22" W, 329.61 feet. thence S 89°32'22" E, 22.50 feet; having feet, feet and a to the left having a radius of 1155.92 feet, an arc thence along a curve to the right a radius oI 1165.92 an arc distance Right -of -Way of Chenal Parkway on a curve distance N 56°23'22" W, 329.61 feet; thence S 89*32'22" E, with s eet; alo e f 92 feet and - N 89 23 37 W length of 330.74 feet and a bearing and of arc3.52 thence tohthe righthavingaisradius otance g curve1Si65 and 22.59 feet; thence along the Northerly Right -of -Way of Chenal Parkway on a curve to the distance of 28.47 feet with a chord bearino and distance of S 47°53'29" E, 28.47 , 14.19 left having a radius of 1165,92 feet, an Arc Length of 129.11 feet and a bearing and feet to the POINT OF BEGINNING, containing 0,078 acres (3,417 Sq. Ft.) more or less. distance of N 66°43'39" W, 129.04 feet; thence N 00023'47" W, 40.00 feet; thence N 00920'58" W, 254.66 feet; thence S 89033'08" E, 82.53 feet; thence S 89°23'37" E, 625,10 feet to the POINT OF BEGINNING, containing 5.970 Acres (260,044 sq.ft.) more P.O.B, or less. (LOT 1) FOUND NC. MONUMENT S $9'33908" E -� S 89'23'37" E 82.53 _ _ 625.10' 15' ` `15' UTILITY EASEMENT DEDICATED THIS PLAT 20 20' UTILITY EASEMENT DEDICATED THIS PLAT S 89'23'37" E I I® 161.41' co I to '4- u) N APPLETREE rnM St1ADIVISION -F D A T I LOT 1 I I° 00 3 I oI 1 ,W LOT 2 o1 I to 06 Z I 11 I N 00_23'47" W CHENAL PARKWAY R/W CLOSED ORDINANCE NO. 1749U x cw,�c S 89-31'49" '' _I 73,98 ' FOUND CONC, MONUMENT PAGIS 0006-0082 e DELTA 06 020 '40 T 64.62 FT R 1165.92 FT L 129.11 FT N 66*43'39" W 129.04' CHORD CHENAL PARKWAY RIGHT-OF-WAY DEDICATION THIS PLAT DELTA 16'2337» T 166.51 FT !ISTOL DRIVE R/W OSED ORDINANCE NO.17490 FIP WHITE DATERS N 89'31'49' W 315.C5' ti 00°49'38" W BR':STOL DRI'vE 3,62' - 50' R/0/ �"- S 89'31'49" E- 25. si'I 8� 31'49" 250.79 - C)T 20 C' NE jo ON 'LAIR HEIGHTS CORNER /`4)DII (PAST III)LOT 21 / R 1155.92 FT _ L 330.74 FT N 56'23'22" W 329.61' CHORD DELTA 14'57'28" T 153.06 Fr R 1165.92 FT L 304.38 FT HUT N 56*04'12" W .. 303.52' CHORD / N 4753'29" W - 28.47' CHORD DELTA 01 '23 '57" _ T 14.24 FT R 1165.92 FT L 28.47 FT . rr. gggggg�: \ pV N 47'29'20" W -� 34.11' CHORD DELTA 01 '41 '28" T 17.06 FT R 1155.92 FT L 34.12 FT DELTA 00 916 '12 " T 2.75 FT R 1165.92 FT L 5.50 FT S 47'03'24" E 5.50' CHORD �. N 89"31'4-9" •,N 25. i N 00' 21 31" W 32.00' N 89o20T07" 15' UTILITY EASEMENT DEDICATED THIS PLAT FIP WHITE DATE 318.70� % E I BACK OF CURB, h 00 (6 rn s 00 21'31" E AREA TO BE DEEDED 21.42 TO MOODY RAMBIN INTERESTS, INC. i P.O.B. (TRACT 2) S 00'21'31" E 207.72' I CONCRETE RETAINING WALL CI ri ALHAMBRA DRIVE R/W I /CLOSED ORDINANCE NO. 16892 BACK OF CURB 00'21'31" E 3.08' AREA TO BE DEEDED TO DAVID PICKERING P.O.B. RIGHT OF WAY DEDICATION (CHENAL) Y in J m C4 N O co- O W .o J W N N 00 Q O QI1n w Z � H > �3: Q & I I i L 0 O r NE CORNER, NE1/4, SW1/4 SECTION 4, T-1-N, R-13-W S 00*36155" E 19.63 P.O.B, RIGHT OF WAY DEDICATION AND TRACT ONE S 46'39'42" E 24.14' P.O.B. (LOT 2) C eeee'• C`� C I �C1'a11s°s :'Oki ,'°'aleg % v/� °• Lu C aaaaas,seaaao� FOUND CONC, MON. PAGIS #0006-0100 STATE PLANE COORDINATES NORTHING EASTING 1 151848.4719 1191343.8745 2 151767.5816 1191344.6537 3 151784.1458 1191327.0998 4 151785.8542 1 191 165.6946 5 151525.6037 1191346.9848 6 151527.7380 1 191 162.9625 7 151529.3010 1191028.3064 8 151321.5848 1 191029, 6062 9 151510.0443 1190756.7481 10 151561.0768 1190638.1110 11 151601.0755 1190637.8343 12 151855.7328 1190636.2806 13 151855.0880 1190718.8074 14 151317.8463 1191033.6296 15 151304.7680 1191033.71 15 1161 151510.2741 1 1190734.0588 1171 151529.7511 1191,406.9704 LEGEND FOUND IRON PIN - (1/2" rebar unless otherwise noted) 0 SET IRON PIN - (1/2" rebar) CERTIFICATE OF SURVEYING ACCURACY I LEE D. KENDRICK , thereby 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. / 3/ /997 -,.d99f Date of Execution LEE D. KENDRICK Registered Professional Land Surveyor No. 1274 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1, MARK L. WRIGHT 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. Date of Execution M RK L. WRIG Registered Professional Engineer No. 6074 Arkansas CERTIFICATE OF FINAL APPROVAL 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. .lavtuan� ) 3� 1998 ��Q Date of Execution L. Planning Commission CERTIFICATbRF G This d umenteumber ��11 `fled for r 1 in Plat® Book Page (Signed) tAROLYN STALEY, Circuit County Clerk & Recorder CERTIFICATE OF OWNER 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. MR/SA PARTNERSHIP, a Nevada general partnership By: Moody-Rambin SA, Limited, a Nevada limited liability company, partner /2 3 --_"- Date of Exe ution� B y Dan M. Moody, III, Man er Source of Title: Plat Book E PAGE 544 Instrument No.: 97-059482 FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. STEj'`'� ``��F1C�e•ee•egej ��rif . STATE OF eL " IZ-s ' GRAPHIC SCALE 1 PLA DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE Vd COPYRIGHT W 4-30-97 BY DCI F- SCALE a 1" 40' MDRAWN BY : fi TAS O CHECKED BY �. RMB APPROVED BY : O RMB U DATE : 12/17/97 Z s11mill c/ U) p Z> Q W o � J WW m Z .� co ZN = o n w O N N C T .. C N a 4 Z '� ° e� J O C O O ;.,U N w a � low 2 a MU) as3� QQ m �tx F. z Q o °C z Z Y fY Q •- 16 a a ~°0 .- 1= 0 W a� Q C a �c 0 ® a0° o J W J d :► W =� J•t r �� a m . W z ;O C li; co m 'a ; LU O w w ° d a, 'm 97-113 FP-1 VICINITY MAP