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HomeMy WebLinkAboutS-0867-DDDDDDDD MapTHIS PLAT `.// W q O 9P \ o �9 L , i' VICINITY MAP NTS f ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 173588.03 E 1157927.51 173690.84 E.1157754.65 __-N N 173655.20 E 1157646.30 N 173672.40 E 1157555.74 N 173754-43 E 1157350.14 N 173926.26 E 1157418.69 N 173925.08 E 1157421.65 } N 174050.46 E 1157471.68 N 174056.01 E 1157457.79 N 174255.70 E 1157537.47 N 17424-4.97 E 1157564.36 N 174415.54 E 1157632AI I N 174392.49 E 1157803.51 I N 174394.59 E 1157823.46 i N 174354.16 E 1157927.18 N 174331.96 E 1158003.71 7 N 174339.77 E 1158226.13 3 N 174368.07 E 1158303.15 N N 174390.77 E1158320.60 0 N 174396.86 E 1158466.90 1 N 174281.73 E 1158506.97 N 174233.68 E 1158368.94 3 N 174186.45 E 1158385.37 N 174096.64 E 1158261.64 5 N 173994.17 E 1158139.76 6 N 17384-4.68 E 1158048.17 FUTURE PEDESTRIAN PATH 56�14 Sg•i 10 \9,5 1 O X25 WATER LINE N68.74 5� 14.95• h. tl- �Uj �Kj N 2 S68.14 Sg � 19, Sao 7 6� �s 10'X25' WATER UNE ESMT. h. 7z• �`\\500 E a I68 1 , � z23j 5„W E. 92.17jw O3 CURVE L3?16T11 DELTA TANGENT RADIUS C1 22737__ _ -2603116 - 115.69' - _---500.00' C2 64.96' 14'5Y111' 32.6T _ - _ 250.00' C3 57.89'--_-1816'0c - -29_W----- - 250.00' C4 ....__. 159.91'___ _91'3T1I _ - 102AT_.- 1D0.00' N90'00'00" E 1 14.39' NE Corner SEi/4 NE1/4 SECTION 17 T-2—N, R-14—W Scale 1" = 60 ft CERTIFICATE OF SURVEYING ACCURACY I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS Srn"=''' PLAT CORRECTLY REPRESENTS A BOUNDARY ' SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ,� :f ,, v) •. ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 0,01 n — DATE OF EXECUTION cr „9ri DANIEL W. HAVNER REGISTERED LAND SURVEYOR NO. 1542, ARKANSAS o 4; f �� CERTIFICATE OF ENGINEERING ACCURACY ed ARKANSAS 3 g I, TIMOTHY E. DATERS, HEREBY CERTIFY UEGISTEREB THAT THIS PLAT CORRECTLY REPRESENTS A PROFESSIONAL I PLAN MADE BY ME, AND THAT THE ENGINEER ENGINEERING REQUIREMENTS DF THE LITTLE ROCK SUBDIVISION RULES AND REGU TIONS Zy�TN0.5033 p ep HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS 20 REGISTERED PROFESSIONAL N8T37'O1"E ENGINEER NO. 5033, ARKANSAS 146.42' s � J TRA C71 D 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. DATE OF EXECUTION DELTIC TIM ER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF FINAL APP 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 LITTLE ROCK PLANNING COMMISSION zt 9 W CERTIFICATE OF RECORDING A $ -IRCJ c .1P IIIIIII�IIIIII��IIIIIIIII IIIII 2016019712 w�. l 1l * µ sr ie �z am .- In Officiat Records of Larry Crane rcuit/County Clerk PULASKI CO AR FEE $15 00 �3 2Rr vTY I � S �q -1 GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = -- _ AND LABELED "Esmt." ARE FOR UTILITIES, 3. ALL EASEMENTS SHOWN --== AND LABELED "Drainage Esmt." ARE FOR STORM DRAINAGE. \, PART OF THE W1/2 OF SECTION 16 AND PART OF THE E1/2 OF SECTION 17, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 16, BLOCK 73, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N59'15'23"W, 201.12 FT.; THENCE S71'47'37'W, 114.06 FT.; THENCE N79'15'05'W, 92.17 FT.; THENCE N6914'55W, 221.37 FT.; THENCE N21'45'05"E, 185.00 FT.; THENCE S6914'55"E, 3.19 FT.; THENCE N21'45'05"E, 135.00 FT.; THENCE N68'14'557W, 14.95 FT.; THENCE N21'45'05"E, 215.00 FT.; THENCE S68'14155"E, 28.95 FT.; THENCE N21'45'05"E, 183.65 FT. TO A POINT ON THE SOUTH LINE OF LOT 45, BLOCK 71, SAID CHENAL VALLEY; THENCE S82'19'35"E ALONG THE SOUTH LINE OF SAID LOT 45 AND ALONG THE SOUTH LINE OF LOT 46, SAID BLOCK 71, 172.65 FT. TO THE SOUTHEAST CORNER OF SAID LOT 46; THENCE N83'59'21"E ALONG THE SOUTH LINE OF TRACT C, SAID BLOCK 71, 20.06 FT. TO THE SOUTHWEST CORNER OF LOT 48, SAID BLOCK 71; THENCE S6942'12"E ALONG THE SOUTH LINE OF SAID LOT 48, 111.32 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE S73'49'47'E ALONG THE SOUTH LINE OF LOT 49, SAID BLOCK 71, 79.68 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE N8T59'21"E ALONG THE SOUTH LINE OF LOTS 50 AND 51, SAID BLOCK 71, 222.56 FT. TO THE SOUTHEAST CORNER OF SAID LOT 51; THENCE N69'49'46"E ALONG THE SOUTH LINE OF LOT 52, SAID BLOCK 71, 82.05 FT.; THENCE N3733'01"E CONTINUING ALONG SAID SOUTH UNE, 28.64 FT. TO THE SOUTHEAST CORNER. OF SAID LOT 52; THENCE N87 37'01"E, 146.42 FT. TO THE NORTHWEST CORNER OF LOT 8, SAID BLOCK 71; THENCE S19'11'31"E ALONG THE WEST LINE OF SAID LOT 8, 121.91 FT. TO THE SOUTHWEST CORNER THEREOF, SAID CORNER LYING ON THE NORTH RIGHT-OF-WAY LINE OF CLERVAUX DRIVE; THENCE S7948'29"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 146.17 FT.; THENCE S19'11'31"E, 50.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CLERVAUX DRIVE AND THE WESTERLY LINE OF TRACT F, SAID BLOCK 73, CHENAL VALLEY; THENCE S54'01'22"W ALONG SAID WESTERLY LINE, 152.89 FT. TO THE NORTHEAST CORNER OF LOT 11, SAID BLOCK 73; THENCE S49.56'38"W ALONG THE WESTERLY LINE OF SAID LOT 11, 159.23 FT. TO THE - SOUTHWEST CORNER THEREOF; THENCE S31'29'47"W ALONG THE WESTERLY LINE OF LOTS 12 AND 13, SAID BLOCK 73, 175.32 FT. TO THE SOUTHWEST CORNER OF --- --------- ---, --- SAID LOT 13; THENCE S25'10'50"W ALONG THE WESTERLY LINE OF LOTS 14, 15 AND 16, SAID BLOCK 73, 283.60 FT. TO THE POINT OF BEGINNING, CONTAINING 12.0415 ACRES MORE OR LESS. 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 eULY 6, 2015) 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 5 DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1:20,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. TRACTS A, C AND D MAY BE USED FOR DRAINAGE, PEDESTRIAN PATHS, TRAILS AND LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 9. ANY DRAINAGE OUTSIDE OF DRAINAGE EASEMENT OR R.O.W. SHALL BE MAINTAINED BY THE EPERNAY P.O.A. PLAT OF LOTS 10-197 BLOCK 71 LOTS 122-132, BLOCK 72 LOTS 1-3 �c 10-18, BLOCK 77 TFACT D, BLOCK 71 1..1 kACT C, BLOCK 72 TRACT A, BLOCK 77 LiUTVT tiU�lUJL7/ll�ll ll®1V/v� 0 7=� p�l�.gll�lvl ll O L ll 11e1G IR00 �9 till.Nl91ti HOAZ To be known as "EPERNAY PLACE" BEING PART OF THE W112, SECTION 16 AND E 1 /2, SECTION 17 T-2—N, R-14—WAL „ PULASKI COUNTY, ARKANSAS At"C'.d BY:� �'��7�v/]s��'c 7� nA�P'�RIIL,,a 2016 v D7A7T�E���'V © VV 1.C1111111(e-11Us71 1( LCe1LU0.y & Lil8y6Y®�L.Z,1 1! 1{' , !11 V (C CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223