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HomeMy WebLinkAboutS-0867-OOOOOO Map 2i i i i i i \ l \ \ \ 100 0 100 300 Scale 1" = 100 f t i i 66 N$ 2Q W / LEGAL DESCRIPTION / S q66 ^ \ \ \ A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE \ \ SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. / \ 2 \ r RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF / R1377.39' / \ \ v> \ r S12'01'17"E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A CDS42'47'18"W / \ / LC723.61' / �6 mod. \ 3� POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE R1377.39' po. 6' .4 \ � NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF CDS54'45'34 W m\ 'O O= o A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND / LC156.55' 5, 0 \ 90 \ �3 DISTANCE OF N11'54'08"W, 190.89 FT.; THENCE S76'08'01"W AND _T� CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, \ BEING THE ARC OF A 2774,80 FT. RADIUS CURVE TO THE LEFT, A CHORD LOT 6 �� �po� \ \ C BEARING AND DISTANCE OF N17'21'59"W, 338.81 FT. TO A POINT ON THE i \ \ NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF / moo. e� BEGINNING; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, BEING THE ARC OF A 2774.80 FT. e \ � RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF / Oto1�°°' \\ \ \ N22'21'10"W, 144.68 FT.; THENCE N66'09'11"E AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY R1377,39' 16\11 \ \ © 5\ AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF CDS41'53'06"W .6 J �\ 11 \ \ A 2784.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND LC460.21' $g5 F R1377.39, / // �� ge CDS29.5450"W/ 1 A'z: LC 1 13.16' ARKANSAS STATE NORTH PLANE COORDINATE ZONE N 157355.94 E 1175545.07 N 157489.75 E 1175490.05 N 157493.80 E 1175499.19 N 157828.47 E 1175323.18 N 153688.89 E 1174792.94 N 158678.39 E 1174775.91 N 159075.11 E 1174531.43 N 158982.69 E 1 i 74315.73 N 158451.66 E 1173824.19 N 157261.92 E 1174572.75 N 157262.87 E 1174575.75 N 157326.88 E 1174775.07 N 157339.18 E 1174813.36 N 157344.92 E 1175104.57 N 157291.82 E 1175295.39 N 157278.46 E 1175467.23 N 157296.09 E 1175511.23 SET AT ALL CORNERS. 1281 LOT 8 1o+ 14 211 \ DISTANCE OF N27'44'23"W, 378.14 FT.; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE S58'21'21"W AND S L \ \ \ CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT. THENCE N31'38'39"W \ \ \ AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 466.00 FT.; \ THENCE S66'48'24"W, 234.66 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A \ 1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S42'47'18"W, 723.61 FT.; THENCE S32'10'39"E, 1405,64 FT.; THENCE NORTHEASTERLY \ ALONG THE ARC OF A 370.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND �i yyoo \ \ \ \ DISTANCE OF N72'26'16"E, 3.15 FF.; THENCE N72'11'39"E, 209.34 FT. TO A POINT ON THE SAID NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE; THENCE N72'11'39"E ALONG SAID NORTH RIGHT-OF-WAY LINE, \� \ 40.22 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT- OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N88 52'18"E, 291.26 FT.; THENCE S7427'04"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LOT 5 \ \ \ LINE, 198.07 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH \\ \ \ RIGHT-OF-WAY LINE BEING THE ARC OF A 447.46 FT. RADIUS CURVE TO THE \ \ LEFT, A CHORD BEARING AND DISTANCE OF S8533'19"E, 172.35 FT.; \ THENCE 1\168'10'36"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY c, s'o \ \. \ LINE, 47.40 FT.; THENCE N29'29'01 "E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 68.76 FT. TO THE POINT OF BEGINNING, CONTAINING 1,646,966 SO. FT. OR 37.8091 ACRES MORE OR LESS. g5ok� titig �1 ox TRA CT 5 \ \ LOT 4 `i \\ \ \ \ LOT 9 t,4 tiL`O`Lq \ \ \ \ qo \ LOT 3 \ \\ \ \ s \ \ \ LOT AREAS LOT SO. FT. ACREAGE 1 71,755 1.6473 2 64,211 1.4741 3 63,824 1,4652 4 77,441 1.7778 5 63,034 1.4471 6 207,714 4.7685 7 116,307 1 2.6700 8 93,664 2.1502 9 889,017 20.4090 \so \ \ \ Epp \ \ R2784.79' R2784.79' CDN2F49'06"W CDN27'44'23"W LC273.48' �\ \ LC378.14' / ✓ LOT 2 9 q90� R2784.79' �gT CDN24'55'31 "W 2 Q \ i LC104.83' R2774.80' CDN22'21'10"W \ f� LC144.68' , LC70.65 �� �� L .14 LOT .1 / \� o Line Fv of r^ °• 14 13 a i AO 34' E R507.46' CDN88'52' 18"E - - - 11 12 / R370.00' CDN72'26'16"E LC3.15' N5T53'39"E J 10.20' N31'54'24"W 33.00 N58'05'36"E S31'54'24"E 20.00' 33.00' E05e(nec,t 1�_20, woteTL" LOT 7 `pt � RSD 1,46' V R507.46' ml CDS8T08'3"E CDN76'11'09"E C222 88' LC291.26' END STREET & R/W DEDICATION Arkla Gas Esmt. (D'00% S,g?Q7 Instr. # 89-23616 �` 010 4??'04 f 76, 06"L76l`1'JF8 j+7� �4. CjCENTER 'P8ClCSECTION 36pI T-2-N, R- 14-W WAY,ROF,� CDN1T159*W CAA C LD338.8i' 0001, 57g08°p, 1 1r CDS1780' 50. 1 �_ coslrorn"E R2784.80' 1 LC208.28' R447.46' ---��_ 1 CON 1 LC190S"W CDS85'33'190E LC190.69' _1" 580'03'43"N LC 172-35' 80 00 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. 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. 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 PAGE INSTRUMENT NO 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. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CK0:411;y19n_ 1 �►i K�]►it> THIS DOCUMENT, NUMBER RECORD , 20 PAGE _. FILED FOR IN PLAT BOOK . LITTLE ROCK PLANNING COMMISSION 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. ERROR OF CLOSURE: EXCEEDS1:50,000 6. NO PORTION OF THIS PROPERTY IS LOCATED 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 # 05018=1 0039 F, dated Oct, 19, 2001) Np 7o- 7_4i5 if/ne �/ PLAT OF LOTS 1--9, TRACT 5 VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MARCH, 2007 APRIL, 2007 MAY, 2007 0 WHITE-DATERS & ASSOCIATES, INC. • CIVIL ENGINEERING, LAID PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 06-403P.1 I I