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HomeMy WebLinkAboutS-0722-X Map 31 J S87`27'23" E 346.85' 13 -_-_- -- - - -- -- -- - _ _ _ _ _ S8526_ - 231.23 - - - - - - - — - - - - - -5' EASEMENT- - - - --15' EASEMENT--_ �� q°'° \ ' C4 R200.00' ------ - -� ,�6 \., iCDS49"31'28"E 1R a� � 109.65' 94�° , '� BLOCK 12 I 387.0 7' S> N\ \ 14 \\ (PLAT BK.1 E, PG. 993) BLOCK 8 70, FASF� \ ` r 0 \ m 48, U q. w F"r �a�^, ;? \ 6 90/ \ C'� ��� 23 22 21 1385.5 ) h % � 6T1�, \ ` `\�� A / s� �s p rss\L�c� (PLAT BK. E, PG. 993) `93 Q' \ \ \ c tii //lp .g' FASF"'Fa„'/NF�9n o N `�6'� ��� �� \,/ j (�/ 24 (�384z@2, O 4R M,\ \spp 6E j�Lv 26 I I \ go 25 50 a 50 ' Scale 1" = 50 ft 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. 3- 5-98 DATE OF EXECUTION WINROCK DEVELOPMENT CO 222 COTTCINDALE LANE LITTLE ROCK, AR 72203 ADDRESS D.R. PAGE INSTRUMENT NO. 95-19991 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. md✓�74 D9 l9Y619 z DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION IJU 20 19 '96 8QS /// 383.0 ti6s26? a( 5R^' / 6 p . , ,,�� MISTY CREEK 90'��\ �J �w �� �_ ' /� e• �° od 26s R25.00' ,o REEK DRIVE �g IW I 382.5 y,4 // / \ R150,00, CDS61'12'08"E 622 op 1 � CDS84° / o S.pp, 34'45"E-LC33.79' 6R L C 9 L �� may`// �8.33-� I ?03T,^ is �\ \ ! i ,.z` 6`'p_ C3 — 6'� U• v / p/ o �-, s- )2. ao�`r 1 5 90" \ / R / ?s, wSFMFNT \ 6 /3'44 O° 6s.QU 38L0 //o p '�� 001 a� 55.71' 70 0° s S18'40'50"E 14 16 1 � 10 01 0. lb 0) 380.5 a °� 1 �p" �� ,$9';�� �8� \ R 175.00' 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 'Al!TH 7 ( ), DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS rF RTIFICATE 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. r /e- - j DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF ORDING THIS DOCUMENT, NUMBER98 0lG7ZA ,FILED FOR RECORC IN PLAT SGOK L PAGE eiLc GENERAL NOTES: 1. LOT CONFIGURATIONS HAVE NOT BEEN ALTERED FROM THE ORIGINAL PLAT FILED IN BOOK E, PAGE 993. ONLY FRONT BUILDING SET -BACK LINES HAVE BEEN REVISED. 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 EXCEEDS 1:50,000 6. �.0 DENOTES FINISHED FLOOR ELEVATION REQUIRED TO BE ABOVE 100 YEAR FLOOD ELEVATION. STATE PLANE COORDINATES NO. NORTHING EASTING 1 N 146361.18 E 1187487.31 0 N 146258.02 E 1187413.48 (3) N 146488.34 E 1187124.05 N 146592.92 E 118716913 n N 146573.72 E 1187232,56 N 146575.44 E 1187330.51 V N 146549.51 E 1187354.55 (� N 146531.17 E 1187345.53 n9i N 146454.79 E 1187409.83 i0 N 146572.54 E 1187005.46 11) N 146752.82 E 1186704 22 1 N 147069.70 E 1186011.01 13 N 147054.30 E 1186357.52 14 N 146983.13 E 1186440.93 15 N 146817.13 E 1186804.06 N 146807.84 E 1 186902.0 1 11- 7, N 146791.56 E 1186931.6' 18 N 146779.52 E 1186935.70 19 N 146685.40 E 1187011.6'1 n N 146658.35 E 1187056.81 91l 1 2.5' IIEP'SEMENT CDS38`53'22" E 1 ' 15' EASEMENT - � T-�� 1 21-).91' F CENTERLINE CURVE DATA `SR\,\ \ ,�� 38D.0 1 A i�c .�0 \�6 CURVE NO. OFI TA 1 RADIUS r ARC TAN_ _ rHORO 1 9' �0 �� 1 OR C3 43 14'47 125.00 94.35' 1 49 55' 92 13' 0 I L-- ----1 - --- _- 0 7\ w I 3� 5) 90' 20 52 C ,l > CJ _ �2 — j 4 6T57 _6" 75 00 07.57 117 95 195 E2' BL-OCK 14 C6402516" 150.00� 105.82t5522't 10364 1 C7 28 59 04' I 150 00 75 88' 38 77' 75 07" 1 9 12 I pD- k N�P�vFFNr� J ti� 1 1 R oti1� a ��23Ss9 Ss9� ��� f\ 1 1 I 1 0 06, 9 7 ( o ? 6' s' Rl,�. 5q'S \ay5 379.0 // \ 58 F� 70+� (PLAT B E, PO gu31 , 10 MFNi 12R 3378.5-) a h 0 C7 13 R 1 � 0 +--- - -- — - S88.05' 10" E 257.43' 14 CD 7T U E 148.037 —t----- ---- on� LC65.00 R25 00' `0 E, PG. 993) (p(pT BK. Li 25.01' iLC35.349'S3"E 65.p0, LC35.36' 1 �-- v 10 S ' � �- n N I '>•�>, 15' 811L[11N� LI-N� kA N� 0+ 1"�� � 1 R"5.0W 3, { i I C)O� CDS26'11'57"W SR 0 % G R 1 ;0'58't 0'/ -� iLC2\ 0 44' j LOT CONFIGURATIONS ,HAVE NOT BEEN ALTERED FROM THE ORIGINAL PLAT FILED IN BOOK: E, PAGE 993. ONLY FRONT BUILDING SET -BACK LINES HAVE BEEN REVISED. LOTS I - 12R PART OF THE NE1/4 SE1/4 AND PART OF THE NW1/4 SE1/4, SECTION 8, T-1-N' R--13-W, PULASKI COUNTY, ARKANSAS MORE PARTtCULAP.LY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 13, BLOCK 13, CHERRY CREEK PHASE XII (PLAT BOOK E, PAGE 993); THENCE N59'06'06"W, 351 06 FT.; THENCE N6526'03"W 762,20 FT.; THENCE SHT27'23"E, 346,85 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF MISTY CREEK DRIVE; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIi;HT-OF-WAY LINE, FOLLOWING THE ARC OF A 200.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S49'31'28"E, 109.65 FT.; THENCE S65'26'03"E AND CONTINUING ALONG SAID RIGHT- OF-WAY LINE, 399.27 FT.; THENCE SOUTHEASTERLY AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 150.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S84-34'45"E, 98.39 FT.; THENCE SOUTHEASTERLY AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S61'12'08"E, 33.79 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE, OF CHERRY LAUREL DRIVE; THENCE S18'40'50"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 12.71 FT.; THENCE SOUTHEASTERLY AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE FOLLOWING THE ARC OF A 175.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S3853'22"E, 120,92 FT.; THENCE S59'06'06"E AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 52.68 FT. TO THE NORTHWEST UURNER OF SAID LOT 13, BLOCK 13 CHERRY CREEK; THENCE S30'53'54'W ALONG THE WEST LINE OF SAID LOT 13? 100.00 FT. TO THE POINT OF BEGINNING, CONTAINING 2.46 ACRES MORE OR LESS. THIS PI A 70 6 hN ,I 1"-5' EASEMENT cv .O� �., I •yo 174'56'0 e" r ,,yv Q q na r% II CD 40'R50-0005'�4"E \ 22 y�'�l ry. 1 y �� LC99.84' 3e °� A�' \ �, P`e \S3�, 9 2, D, �. .,28, 8,5617 " 2y-� 100- 2 3q A Y \ �\ �\ Fes\ 3/0.5 h� 13', o g0 'N LO 63 gL3 LOTS 15R - 19R 7] ti. 1 BR I 1 1 06-_l r\ 57 PART OF THE NE1/4 SE1/4 AND PART OF THE NWi/4 SE1/4, SECTION B. i�C' ��� C76.0� II SERVICEEEASEMENT T- 1 -N, R-13-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY OC\ \ I° I (TYPICAL) \ \ •t DESCRIBED AS: SS 24 BEGINNING AT THE SOUTHERNMOST CORNER OF LOT 20, BLOCK 13, CHERRY 6 %'/i � ; � ��'S• � � I.. � II (] �\ � CREEK PHASE XII (PLAT BOOK E, PAGE 993); THENCE S35'38'34'w\� �\`F�\ I° ,- 19R 104'44'38" ALONG THE WEST LINE OF LOTS 25 AND 26, BLOCK 13, CHERRY .CREEK F,y �� I zl \� (PLAT BOOK E. PAGE 83). 126.70 FT. TO THE SOUTHWEST CORNER OF - F9 Fyr k• I i I � 7 Y � n -� SAID LOT 26; THENCE N51'30'46"W, 369.76 FT.; THENCE ,� �� w I% ti 7 N2Y19'10"E, 113,88 FT. TO A POINT ON THE SOUTH RIGHT-pE-WAY' LINE OF CHERRY LAUREL DRIVE; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 175.00 FT. RADIUS 7q� \ �'�, 4f7 75 `-- CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S77*23'OU"E, 65.00 FT.; THENCE S88'05'10"E AND CONTINUING ALONG SAID RIGHT- OF -WAY LINE 98.01 FT.; THENCE SOUTHEASTERLY AND CONTINUING ALONG Q) SAID RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF , 4 S42'49'5S'E, 35.36 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE �>\\�\ \� �DD�L OF CREEKSTONE COVE; THENCE SOUTHWESTERLY ALONG SAID WEST RIGHT- OF-WAY LINE FOLLOWING 'THE ARC OF A 25.00 FT. RADIUS CURVE TO THE I' RIGHT, A CHORD BEARING AND DISTANCE OF S26'11'57"W, 20.44 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, ,y?>' 2 (_j FOLLOWING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A � CHORD BEARING AND DISTANCE OF S40'05'24"E, 99.84 FT. TO THE '�J �` WESTERNMOST CORNER OF SAID LOT 20, BLOCK 43, CHERRY CREEK; � THENCE S39'36'48"E ALONG THE SOUTH LINE OF SAID LOT 20, 121.51 FT. TO THE POINT OF BEGINNING CONTAINING 1.27 ACRES MORE OR LESS. PEA T OF LOTS I R — , 2R and 115R, 1 o9R BLOCK 13 ("HE PR y C'REIF_J:K �' YA 3 XII AN ADDITION TO THE CITY' OF LITTLE ROCK, ARKANSAS BEING A REPLA T OF L 0 T S 1-12 AND 15 —19, BLOCK 13 C'HERR I' CREEK PHASE XII © WL-7 ('�!'`JS-0A TIER dY AlJOOO11a6AT0,99 juj(C o 19 CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 y IL VICINITY MAP .1,+ No98-C)114