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HomeMy WebLinkAboutS-0867-EEEEEE Map 2CHENAL VALLEY, PHASE 18 D-2 PART OF THE NW1/4 OF SECTION 16 AND PART OF THE NE1/4 OF SECTION 17, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS: BEGINNING AT THE NORTHWEST CORNER OF THE SE1/4 NE1/4, SAID SECTION 17; THENCE S8754'28"E ALONG THE NORTH LINE OF SAID SEt/4 NE1/4, 1320.89 Fr. TO THE NORTHEAST CORNER THEREOF, SAID CORNER LYING ON THE WEST LINE OF LOT 23, BLOCK 72, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE SOUTHEASTERLY ALONG THE WEST LINE OF LOTS 23 THROUGH 34, SAID BLOCK 72, THE FOLLOWING: (1) S3605'37"E, 98.90 Fr.; (2) S2942'26"E, 236.13 FT.; (3) S1359.47"E, 446.18 Fr.; (4) S1934'11"E, 76.44 Fr. AND (5) S45710'11"E, 99.17 FT. TO THE SOUTHERNMOST CORNER OF SAID LOT 34, BLOCK 72; THENCE S43.53'28"W ALONG THE NORTH RIGHT-OF-WAY LINE OF EPERNAY PLACE, 39,70 FT. TO A POINT ON THE NORTHERLY EXTENSION OF THE WEST LINE OF LOT 4, BLOCK 78, SAID CHENAL VALLEY; THENCE S46'06'53'E ALONG SAID WEST LINE, 174.10 FT. TO THE SOUTHERNMOST CORNER OF SAID LOT 4, SAID CORNER LYING ON THE NORTH LINE OF LOT 10, SAID BLOCK 78; THENCE S40.02'55W ALONG SAID NORTH LINE, 54.31 FT. TO THE NORTHWEST CORNER OF SAID LOT 10; THENCE S51'36'59"E ALONG THE WEST LINE OF SAID LOT 10, 123.72 Fr. TO THE SOUTHERNMOST CORNER THEREOF; THENCE S3T45'347W ALONG THE NORTH RIGHT-OF-WAY LINE OF EPERNAY LOOP, 17.63 FT. TO A POINT ON THE NORTHERLY EXTENSION OF THE WEST LINE OF LOT 58, BLOCK 71, SAID CHENAL VALLEY; THENCE S5740'23"E ALONG SAID WEST LINE, 181.55 FT. TO THE SOUTHERNMOST CORNER OF SAID LOT 58; THENCE S3733'01"W, 116.80 Fr.; THENCE S6749'46"W, 82.05 FT.; THENCE S87*59'21"W, 222.56 FT.; THENCE N73'49'47"W, 79.68 FT.; THENCE N68'42'12"W, 111.32 FT.; THENCE S83'59'21"W, 20.06 FT.; THENCE N82'19'35"W, 208.19 FT.; THENCE N68'14'55"W, 272.47 FT.; THENCE N76'34'50'W, 295.02 FT.; THENCE N61'55'16"W, 266.81 FT.; THENCE N7410'09"W, 78.82 Fr.; THENCE N88'34'3eW, 50.00 FT.; THENCE N01'25'22'E, 8.22 FT.; THENCE N8934'38"W, 125.00 FT.; THENCE NOt•25'22"E, 309.58 FT.; THENCE N21'05'070W, 195.30 FT.; THENCE NOt'49'52"W, 104.08 Fr.; THENCE N0918'27"W, 104.06 FT.; THENCE S89'41'33'W, 76.15 Fr. TO A POINT ON THE WEST LINE OF SAID SE1/4 NE1/4, SECTION 17; THENCE N00'18'27"W ALONG SAID WEST LINE, 330.55 FT. TO THE POINT OF BEGINNING, CONTAINING 42.0248 ACRES MORE OR LESS. Scale 1" = 100 ft NW Corner SE1/4 NE1/4 NE Corner SECTION 17 0 -25' Utility Esmt. SE1/4 NE1/4 T-2-N, R-14-W Instr. # 2004000190 SECTION 17 S8T54'28"E 1320.89' 5' Utility Esmt. T-2-N, R-14-W r - - - - - ----`-'� --- ------ T_RACT B Instr. 40 _ 200 00190 O 45.75' 105.17' 79.89' - - - - - - _ _ - - _ _ b +d .gS b 75.00' - 75. _ 75. '3S-75.00' ..�$ 75.00' .00' - w-. - A�0 eL4� �tiw I .� q ti �ryk - �ryk �ti4 _ - ryF _ - RM3S 75.00_a$S 1 wd 91.75' BLOCK 72 di -9dti �- - - 1 `- 13 I a g 56 0 55 j 54 a 53 s 52 a 51 50 w 49 m 48 47 �/ �ao- ^ 113o35V TRACT B ti ° 57 § / C 00 o I ^ x o 46 oM I �b° ° �^ to °AL ='I � 25' 8 L. sP - _ z I -- 58 / 1+ -6§ 48- s8 s1.a1' 75.bd - - 7,.D�' - - �, - _ - y� $ % ` 75. - - 75. 4A 1„ ` / ,7z2z+sue 91 EPERNAY DRIVE ^��$ // S8822'18"E 607.17' r ,�c b. 45 I 622r'30 59 ai�7 C9 72.44' H or,4550 9910'Od _ 1 r ___ 25 7u e�oa�\ `1 NIL y3. 89'41'33"W 60 ya2p'o o. o N I N o I g a% \9rsozo 44 ©76,15' vs1$ g / % 5p �P 9 8 0 7 6 5 4 I e- 8 I1, 12� = >1 \\ or 1ea4e'sd sv30+r 3 31 125 p0, ad',° /� GJ ' 10 �'S' Esmt (3O / °1•� O § ' m o 7J ap I 9a 120.58' ?y vx*V 4p 26�'S9'40' �29. 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Wool Ae1zs.00 9V4o20 7441 11 p 'Pm, 91.35' C6d5a 3 9z 16 CI o68 � ale 2 Oro 20 (17azasp 7ARKANSAS STATE PLANE 18 sp y 1 ,5s COORDINATES WORTH ZONE) I °0q, I nl m $ 6"�^� `�w �e• §^`q g� 'za''s J tt9.31' 4�� 1i4ya -1'%a +'2 69 Ig g 33 N $� ti" s � 19 ry �' 1 °'4jz51' - ysAS 6°4' N 175779.30 E 1156426.79 C4 r �•- 34 d ca P., `" °? 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C3�_ 299.83' �71.57'36' _ 173_32' 238.73' _ 47, 50• 1��s 6` N 174392.49 -E 1157803.51 C4 49.90' 11'58'32* 25.04' 238i73' ll © 2.60• �^ 115.59' "W r�ts - --- - - - - -- -- ---- - 0 N82 19'3 r ' ' ' N 17442029 E 1157597.18 -1 208.19' C5 75.891512'4838.2T 238.73�i N 174521 26 E 1157344 12 C6 127.77' 3V39'5W 65.46' 238.73' N 17458973 E 115705715 C7 117.85' 2730'2T 59.70' 300.00' I S83'59'21"W N 174715 31 E 1156821.75 20.06' - - - -- ._ __- - CS � 192.33' 6758'15" 107.18' 175.00' I .92674 81 17473 N 6 E 1155 _ C9 24871' 49'44'34" 132.81' 286.48' N 174738 05, _ _ E 1156695 93 -, C10 I 184.24' 70'00'41" 105.60' 150.78' )-N 174746 27 _ - E 1156696.14 --�- 2T44'S6' - -- -- C11�_ 115.62' 58.97' 238.73' - - --- C13 _152.04'- 18'14'40' 7667' 470747' N 174749 37 E 1156571 18 N 17058 85 E 1156578.86 N 175241.08 E 115608.60 5 N 175449 16 E 1156 04 72 j C16- C15161. 3' _- 2T28'33" _- 36.6 ' - 10 00' --- 5 N 175448.75 E 1156428.56 23 47 48 BLOC A ' 2,,;Nell f k rr�3z, 31 CERTIFICATE OF SURVEYING ACCURACY I, 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 CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. CATERS, 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 TIMOTHY E. CATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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. UAIC. Ur CALI,UIIVIN DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 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 LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: CERTIFICATE OF RECORDING 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS PAW Marker 2, ALL EASEMENTS SHOWN ARE TO BE USED THIS DOCUMENT, NUMBER ,FILED FOR 2073-o295 FOR DRAINAGE AND/OR UTILITIES. RECORD 20 IN PLAT BOOK 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION PAGE 32 LA �O A � N©Sys34 9! 'O• / 35 v 9agb �>Q06S 4 } t� /90'oo' 5 'a 9 GF 63'39'20' 6 10 "'a' 7 9s2�� h v4xw & LpC7' 9 m Ar All, Ir 7 49 50 " 51 `r79 b'• `04' 111.60' 103.1 34g, 16 S87'59'21"W 79 68 7"K 222.56' OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ALL FRONT BUILDING SET -BACK LINES ARE 25' (25' B.L.) 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-Wi:YS ARE 25.0', UNLESS NOTED OTHERWISE. 8. ALL TRACTS MAY BE USED AS EASEMENTS DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 9. ALL LOTS HAVE AT LEAST A 10 FT. UTILITY/DRAINAGE EASEMENT ACROSS THE FRONT ADJACENT TO STREET. LOTS 36, 37, 64 AND 65, BLOCK 72 HAVE A 15.0' EASEMENT. LOTS 12 AND 13, BLOCK 80 HAVE A 15.0' EASEMENT. PAM Yorker Ir 2073-02% \", 52 15 569 Ao 58 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. PLAT OF LOTS 33-53 LOTS 35-69 LOTS 5-91 LOTS 1-24, LOTS 1-18, LOTS 1-19, TRACT C TRACT B BLOCK 71 BLOCK 72 BLOCK 78 BLOCK 80 BLOCK 81 BLOCK 82 BLOCK 71 BLOCK 72 PEN, EMNII)1 1V1 0ilk al W) 110 To be known as "EPERNAY PLACE" BEING PART OF NW 1 /4, SECTION 16 T-2-N, R-14-W � vz; I aW cPULASKI COUNTY, ARKANSAS P,•-° �� q � � AUGUST, 2005 L1 VI VES `\vY�'K�1 p��p Seca.!-0�. I,14•,,'ll\ ��Vi rn pDA1TELW Air ABSO IL LT= ZVC / ■ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 05-634P I_