Loading...
HomeMy WebLinkAboutS-0867-XXXXXXXX Map 2ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) 1 N 17474 9.37 E 1155571.818 2 N 17474127 v- E 1156696.14 E 1156695.934736.81 E 1156745.92 V4738.05 4715.31 E 1156821.754503.37 E 1157031.57 4426.01 E 1156989.25 4431.25 E 1156967.30 9N N 174382.62 E 1156955.70� N - 174352.50- E 1156974.21 r10 11 174286.35 E 1156958.43 12 N 174317.68 E 1156827.12 13 E 174162.17 E 1156790.01 14 N 174077.01 E_11567_85.6_4_ 15 N 173960,56 - E 1156841.11 _ 16 N 173888.73 E 1155935.89 17 N 173856.21 E _ 1157072.20 18 N 173537.65 E 1157141.55 19 N 173672.40 E 1157555.74 20 N 173655.20 E 1157648.30 - 21 N 173690.84_ E 1157754.65 2 N 173SS3.73 E 1157800.23 2 173613.98 E 1157548.9V8 4N N 173633.82 E 1157544.50 2 26 2 2 2 0 31 32 3 N N N N N N — N N N 173799.53 173 81 743 173851 77 173934 66 174068 87 174170.01 --- 174275 26 174410.47 174432 08 E E E E E E E E E 1157128.92 1157062.39 1156918.43 1155809.07 1156746.29 1156756.10 ---- 1155806.72 1156838.97 1156748 39 34 3 36 7 N N N N 174417 73 174437 65 174512 43 174515 54 E E E E 1156719.65 1155673.81 1156690.33 1156565.37 r---------------� I I I POINT OF BEGINNING I I I 69 i i I S88'34'38"E I OI 125.00' Icy -900. 125.00' eaoo °'I- ------1-1 3 I �15' Eamt. I 70 11oj � I 1 �I ti oI � 125.00' N oI I r C,4 in 94 N7r- z IIN•°o, LRi°O+ y �N ^" N 1 125.00' l N l' --20' Esmt. �Z 1 72 I I d°i 19a 9d _1 125,00' °o+ 1 N88'34'38"W 125.00' R200.00' CD N 12'27'33" E LC76.57' CURVE LENGTH DELTA TANGENT RADIUS C, 8568, 2704'2243.68' -225.0( i141mW7*341"LlImItP. 33 S01'25'22'V l 34 -8.22' i S88'34'38°E 50.00' 10, I / 36 BLOCK 71 111 I dl '41.ag 67SS" / / 37 / �I �I •87. � / 1 31 of oA / I �" TRACT H © i 132.3!' 01� 10 Ff DRAINAGE PIPE EASEMENT (POA) I-11I0' Esmt. 1$ 00 75.00' 10 e amt. 1 ° '_ ........... ��� STATE OF ARKANSAS NO 15 SIGN RE ass Ci 60 0 Scale 1" CERTIFICATE OF SURVEYING ACCURACY I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR \ERiFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREIAENTS OF THE LITTLE I 1 gd° 7S p0• ROCK SUBDIVISION RULES AND REGULATIONS � I Ind HAVE BEEN COMPLIED WITH. 01 I 3C BLOCK /I 71 g 29 i`1hg g 28 "''T'__ 4 \``,� 2s 81d >7 ij � l Cry DATE OF EXECUTION lo`ss8''— e 00 = I. 27 /� // / pF ACli UTy1619 26 -1N>g343o e 75. - o 1 25 / l ' `�_ �'_' o, l / 1 / \ \ WHITE-DATERS aj �' N7g° 258.88' �_ 12' Ea rot. 0 / / 24 &ASSOCIATES,. z Ns6 0' 33 34 50 "N - 8 I I 1 / T _ �i S� 931 -� l l , �. / / ;�'' a538 �yec, C \ ram' DANIEL W. HAVNER REGISTERED LAND SURVEYOR NO. 1542, ARKANSAS 0 . W 34 o Eamt. N76 34 5�"W— _ L_ ^ , / 0 32 , 23 / L ' \ 'y 9�" sad CERTIFICATE OF ENGNEERING ACC URACY R25.00' �22.57 / 1 oe l �? 1 SAS "�F� •*,c CD S 63'2T28" W o: - '_ l r l � f �.� •.,,,,,,,.,.,ea°` LC32 11' o. T' 1 >Q.00' ® S13'25 101N A PART OF THE SW1/4 OF SECTION 16, AND PART OF THE E1/2 OF SECTION 17, ALL IN T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 69, BLOCK 72, CHENAL VALLEY ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY. ARKANSAS: THENCE S88'34'38"E, ALONG THE SOUTH LINE OF SAID LOT 69, A DISTANCE OF 125.00 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF COMMENTRY DRIVE; THENCE SOt'25'22"W, ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 8.22 FEET; THENCE S88'34'38"E, A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF COMMENTRY DRIVE, SAID POINT BEING THE SOUTHWEST CORNER OF LOT 33, BLOCK 71, CHENAL VALLEY ADDITION; THENCE S74'10'09"E, ALONG THE SOUTH LINE OF SAID LOT 33, A DISTANCE OF 78.82 FEET; THENCE S61'55'16"E, ALONG THE SOUTH LINE OF LOTS 34, 35, 36 AND 37, BLOCK 71, CHENAL VALLEY ADDITION, A DISTANCE OF 237.81 FEET TO THE NORTHWEST CORNER OF TRACT E, BLOCK 71, CHENAL VALLEY ADDITION; THENCE S13.25'10"W, ALONG THE WEST LINE OF SAID TRACT E AND ALONG THE WEST LINE OF LOT 27, BLOCK 71, CHENAL VALLEY ADDITION, A DISTANCE OF 182.34 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF CLERVAUX DRIVE; THENCE N76'34'50'1N, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 22.57 FEET; THENCE S13'25'10"W, A DISTANCE OF 50.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF CLERVAUX DRIVE; THENCE ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S31'34'50"E, 35.36 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF ROSANS COURT; THENCE S1325'10"W, ALONG THE WEST RIGHT OF WAY LINE OF ROSANS COURT, A DISTANCE OF 68.00 FEET TO THE NORTHEAST CORNER OF LOT 112, BLOCK 72, CHENAL VALLEY ADDITION; THENCE N7634'50"W, ALONG THE NORTH LINE OF SAID LOT 112, A DISTANCE OF 135.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 112; THENCE ALONG THE WESTERLY AND SOUTHERLY LINE OF LOTS 112, 113, TRACT G, AND LOTS 114 THRU 126, BLOCK 72, CHENAL VALLEY ADDITION, THE FOLLOWING COURSES: (1) S13'25'10"W, 159.88 FEET; (2) S02'16'01"W, 85.22 FEET,, (3) S25704'07"E, A DISTANCE OF 128.56 FEET; (4) S52'50'30'E, 118.92 FEET; (5) S76.34'50"E, 140.13 FEET; (6) S75'01'22"E, 71.79 FEET; (7) S6914'55"E, 445.95 FEET; (8) S79'15'05"E, 92.17 FEET; (9) N71'47'37"E, 114.06 FEET TO THE SOUTHWESTERLY CORNER OF TRACT C, BLOCK 72, CHENAL VALLEY ADDITION; THENCE S59'15'23"E, ALONG THE SOUTHERLY LINE OF SAID TRACT C, A DISTANCE OF 53.04 FEET; THENCE S71'47'37"W, A DISTANCE OF 159.22 FEET; THENCE N79'15'05"W, A DISTANCE OF 106.35 FEET; THENCE N68'14'55"W, A DISTANCE OF 447.43 FEET; THENCE N75.01'22"W, A DISTANCE OF 68.88 FEET; THENCE N76'34'50"W, A DISTANCE OF 148.00 FEET; THENCE N5750'30'W, A DISTANCE OF 137.22 FEET; THENCE N25'04'07"W, A DISTANCE OF 148.17 FEET; THENCE N0532'23"E, A DISTANCE OF 101.61 FEET; THENCE N2541'03"E, A DISTANCE OF 116.79 FEET; THENCE N13'25'10"E, A DISTANCE OF 139,00 FEET, THENCE N76'34'50"W, A DISTANCE OF 93.12 FEET; THENCE ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S63'27'28"W, 32.11 FEET; THENCE N66'30'15"W, A DISTANCE OF 50.00 FEET, THENCE ALONG THE ARC OF A 200.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N12'27'33"E, 76.57 FEET; THENCE N88'34'38"W, A DISTANCE OF 125.00 FEET; THENCE N01'25'22"E, A DISTANCE OF 233.91 FEET TO THE POINT OF BEGINNING. CONTAINING 4.24 ACRES, MORE OR LESS. GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ----= AND LABELED "Esmt." ARE FOR 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. ERROR OF CLOSURE: EXCEEDS 1:20,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0% UNLESS NOTED OTHERWISE. 7. TRACT H & 1, MAY BE USED FOR DRAINAGE AND LANSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 8. STORM DRAINAGE PIPE AND APPURTENANCES INSTALLED IN THE "DRAINAGE PIPE EASEMENT" AND TRACT H, SHALL BE MAINTAINED BY THE EPERNAY PROPERTY OWNERS ASSOCIATION. 9. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 25 FT., SIDEYARD BUILDING SETBACK LINES ARE 7 FT. s 50.00, C �,R _�`` l / 22 , #�� I, TIMOTHY E. DATERS, HEREBY CERTIFY rLu ` �5�d9�na �i �`W` `-'� j% 1 / l > � n THAT THIS PLAT CORRECTLY REPRESENTS A 1 R25.00' 1( ��1f' 1 / �► a s PLAN MADE BY ME, AND THAT THE CD S 31*34'50" E �'� �, DRl jJ _ ! 1 21 / /' ' � ' � ENGINEERING REQUIREMENTS OF THE LITTLE LC35.36' _,r_`` L% ���1 i l ,1 ! F OMM N��i 2() ROCK SUBDIVISION RILES AND REG HAVE BEEN COMPETE) WITH. 12 135,0p, � N1334S0 -►ro. �12, / it l l `\r` / 1 DATE OF EXECUTION TIMOTHY E. DATERS 5 0p, 11 9 / 1 _ 1 1 1 �. 31 '/ REGISTERED PROFESSIONAL 1s3 112 / , ! 1 $ /l j `T�\ l ,' ENGINEER NO. 5033, ARKANSAS 6 1 f 113 13 1 - - -----__ W_TRACT G------�J /O��' 041 O N I lam[— I l 1 , 11 �!`� _ ` /' ,f 3 0 0 N BLOCK 72 11 �\ r� ,� 11 ` i `�4 z 114 \\\ ,wi l� l 12 `' > ,,_`\`, _�`'f OCR% 2 29 / / / l 1 1 13 14 CP 115 15 1s r/ 16 / DLO C / , 116 17 117 /l 1/ � l 8,9 ,�F i l 118 i / l ,/ 18 1 11 ti� l I `�, `�,, � 119 2• 34-SQ- 140,13. E 17 / S7 . f / 120 22 N26.34 50•w �10�3 127 148.00, N7 i 121 i ,/ ^�`/ .�. ��. 26 5.01'p l b/ /122/ 123 44s.9 F l 124 N681 4, 111 125 S NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL # 05119C 0295 G, DATED JULY 6, 2015) = 50 ft 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 otiatch0eltic Real Estc # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 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. z/ r8 DATE OF EXECUTION LITTLE ROCK PLA NIN COMMISSION CERTIFICATE OF RECORDING 2018078879' PRESENTED: 1241-201802:4908 PM RECORDED: 12-21-201803:07:07 PM ._ 4cc Official Recordr of Larry Crane Circuit/County Cleric 'PULASKI CO, AR FEE $15.00 PLA T OF LOTS 28-3 9 LOTS 70-72 & TRACT H TRACT I BLOCK 71 01 : BLOCK 72 BLOCK 71 BLOCK 72 AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "EPERNAY PLACE" BEIYC PART OF THE SW 1 /4 OF SECTION 16 AND E 1 /2 OF SECTION 17 T-2—N, R-14—W PULASKI COUNTY, ARKANSAS 13 `YHITE-DATERS & ASSOCIATES, INC. O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 1324 RAHLING CIRCLE LITTLE ROCK', ARKANSAS 72223