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Home My WebLink AboutS-1221-A Map 1� I � s N6P?q2 � sS�?q2T\�L�' NE114, NWI/4, ,V1Jr1, 4 I '0� . E n594n.59 \ R50.00' CON1,r3O'3TW CV LC71.81' 70 200 0 200 N1 R50.00' E IISOM78 CDS7.729'21"W\ ' LD69.6°' Scale 1" = 200 f't R7462.40' 600 E1, 4, AFi 1; 4, NIYJi 4 CONz11851 E 4 NE1 4, N411/ 4 LC511.49' i \ S R25.00' CDN53'50.13"E LC33.84' R1402.44T S83.34'OrE % �- CDS13'S8'06'W w 49,69' LC839.56' i ---CLERVALP-Eg -- -N- - - --_ �- -- -- -- LACZN 1 �-------- N83'34'OrW 45.14' i R25.00' CDN39'26'25'W CDN00'37 .40' LC34.81' LC207.51' , N 175316.11 I N 175319.72 I R765.50' E 1159243.23 tII E 115M.12 CDN72LC99, 3' ; I w R185.50' C99.73' �� I s zn CDS21'21'14'E j LC114.06' v�i R18.75' R188.00'I R78.75' I CDS4VO2'25"E - CDN7935'44'E CDN46'17'14 E LC6.37' R188.00' _ LC95.79 C71.9 I CDS74'04'07"E j LC98.88' I EPERNAY PLACEN $ _ N6s394CW r1e iu1'E _, g GLARE PLACE ih 165-111 _ . T CT ' 85' ISTp CDN69'42'52rW CDN45'3 ,R78.75' R788.0I I ry 7 q r LLC103.20' LC5.3va�owetl CDSI CO573,36'SSW 4UC7Z8' C100.4T CUjp00 / R185.50' PE IYl CDNIVO2'OrW a - t'' LC„7.56' `` n R 185.50' n CDS16'38'49"W 1. 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. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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 n I LC109.76 i T� w TjbASK� I M I I r z I --- -I -- N 174491.99 - E 11592E5.96 E 1IR5096 CDN09'32'13 5W R447.47' C155.00, 35' '� C253.80'08'E i R25.00' COI LC32.81• -__ E 19 •,9' y 1 N�tih• a� �g�h s o � � .p7 i y E 1159 27 R447.47' 1 I QA�r �cyVk 9W`O COS60.38'3Z"E Sy31•}'S a�� / C408.13' CN 1741292E // j R25.00' E +159106.24 \ R507.47' CDN75'00'21"W `, CDS73'22'D6'E- L033.13' x 1739e229 LC252.51' E 1159613.99 SS182 0' N 115OM2 R507.4T f \ i 82.40 E +1599961E CDN60'38'32"1N _ LC462.86' ---�- - -.. --, N n36Ea 94 NIf11i 4, STffii 4 y E 11 .pj N 1739M34642i E 119118 3W Os)KR447.47' NE 4, 18N872.%CDS6TO3'43E SWI 4 N 173E31 3' F LC141.54' R185.50' NW1 4, SE7 14 E 11602072] N 173774.28 CDN84'18'5'E R447.47' 4�'$* E n6641E.76 LC 117.85' R84.50' CDN73'22'OGW Fy q N 17372t.40 S�• LC .89'44'E LC222.66' ��J�W '�-� E ++easom87T LC701.81' N 17=2.87 3165r4�E N 17.3M65 R185.50' E 116=71M `�., CDS5938'25"E r PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO LEGAL DESCRIPTION +• HEREBY CERTIFY THAT WE HAVE LAID OFF, PART OF THE NW1/4 SW1/4 OF SECTION 15, T-2-N, R-14-W, C0�' AINING PLATTED, AND SUBDIVIDED, AND DO HEREBY PART OF TRACTS 55, 56, 57 AND 58 MAUMELLE ORCHARDS ADDITIO'', AND LAY OFF, PLAT, AND SUBDIVIDE SAID REAL PART OF SECTION 16; T-2-N, R-14-W, ALL IN LITTLE ROCK, P'JLA:::I ESTATE IN ACCORDANCE WITH THIS PLAT. COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS FOLLOWS: DELTIC TIMBER CORPORATION BEGINNING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CH=NAL 7 CHENAL CLUB BLVD. VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID LITTLE ROCK, AR 72211 CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF NORTHFIELD DRIVE; THEN E 1,19WA3'OS"W 50953 FT THENCE SOUTHWESTERLY ALONG T' DATE OF EXECUTION D.R. 621 ARC OF A 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARIF G AND DISTANCE OF S76'35'47W, 509.27 FT.; THENCE S41'54'43"W, 293.39 BY: FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 507.47 FT, RADI_'S CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S76'01'C �"W, 569.21 FT.; THENCE N69'51'42"W, 237.35 FT.; THENCE NORTHWESTER_Y ALONG THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A OFORD PAGE 233 BEARING AND DISTANCE OF N7S3O'43"W, 117.77 FT.; THENCE INSTRUMENT NO N7709'44 W, 742.17 FT.; THENCE SOUTHWESTERLY ALONG THE ARC _F A 185.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DIS ANCE OF S85'43'25"W, 109.18 FT.; THENCE SOUTHWESTERLY ALONG THE A=C OF A 18.75 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DIF;TANCE OF S56'08'01"W, 8.10 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE CERTIFICATE OF FINAL APPROVAL OF S29'Oi'21"W, 95.00 FT.; THENCE N79'08'48"W1 50.20 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 1 88.0 0 FT. RADIUS CJRVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N04'03'57"W, 96.80 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS C_RVE TO PURSUANT TO THE LITTLE ROCK SUBDIVISION THE LEFT, A CHORD BEARING AND DISTANCE OF N3946'00"W, 7.66 -T.; RULES AND REGULATIONS, AND ALL OF THE THENCE NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CJRVE TO CONDITIONS OF APPROVAL HAVING BEEN THE LEFT, A CHORD BEARING AND DISTANCE OF N59'51'19"W, 110.37 FT.; THENCE N77'09'44"W, 318.51 FT.; THENCE NORTHWESTERLY ALOL;G COMPLETED, THIS DOCUMENT IS HEREBY THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD TEARING ACCEPTED. THIS CERTIFICATE IS HEREBY AND DISTANCE OF N68703'43W, 160.52 FT.; THENCE N58'57'43"W, EXECUTED UNDER THE AUTHORITY OF SAID 210.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 447.47 "T. RULES AND REGULATIONS. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 1,173'22106"W 222 66 FT THENCE N8746128"W 182 40 FT THENCE DATE OF EXECUTION NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TC THE RIGHT, A CHORD BEARING AND DISTANCE OF N6938'32"W, 462.86 F,.: THENCE N33'30'37"W, 93.87 FT.; THENCE NORTHWESTERLY ALONG TH_ ARC LITTLE ROCK PLANNING OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND COMMISSION DISTANCE OF N75'00'21"W, 33.13 FT.; THENCE S63'29'55"W, 25.33 FT.; THENCE N2630'05"W, 100.00 FT.; THENCE N6329'55 E, 25.17 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N22'29'34'E, 32.011 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CERTIFICATE OF RECORDING 4T CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N0932' 3 W, 158.35 FT.; THENCE N00'33'39"W, 371.71 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO THE LEFT, A CF ORD THIS DOCUMENT, NUMBER FILED FOR BEARING AND DISTANCE OF N19'02'04W, 117.56 FT.; THENCE RECORD 19 IN PLAT BOOK NORTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO THE , LEFT, A CHORD BERING AND DISTANCE OF N4938'45"W, 5.31 FT.; PAGE THENCE NORTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CJRVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N69' 42'53"W, 103.:o FT.; THENCE N0421'16"E, 50.00 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BARING GENERAL NOTES: AND DISTANCE OF N79'35'44"E, 95.79 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO THE LEFT, A CHARD 1. 1/2" IRON PINS WERE SET AT ALL CORNERS BEARING AND DISTANCE OF N46'17'147E, 11.93 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TC THE LEFT, A CHORD BEARING AND DISTANCE OF N12*08'40"E, 99.73 FT.; 2. ERROR OF CLOSURE: EXCEEDS 1: 50,000 THENCE NO3'26'56'•W, 129.15 FT.; THENCE NORTHERLY ALONG THE A7,C 'OF A 1462.40 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING ANC 3. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD DISTANCE OF N0937'10"E, 207.51 FT.; THENCE NORTHWESTERLY ALONG BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. AND DISTANCE OF N3T26'25"W, 34.81 FT.; THENCE NBS34'07"W, 45.14 FT.; THENCE N0625'53"E, 120.00 FT.; THENCE S8S34107"E, 49.69 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N53*50'1. 'E, 33.84 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1462.40 7. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N21'18'51"E, 511.49 FT.; THENCE N31'23'09"E, 78.59 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N14'30'39"W, 71.81 FT.; THENCE N6924'27"W ALONG A LINE 55.00 FT. SOUTH OF AND PARALLEL WITH THE CENTERLINE OF ARKANSAS STATE HWY #10, 552.93 FT; THENCE QT35'33"E, 15.00 FT, TO A POINT ON THE SOUTH RIGHT-OF-WAY '_INE - OF SAID ARKANSAS STATE HWY #10; THENCE S60'24'27"E ALONG SA'D SOUTH RIGHT-OF-WAY LINE, 718.75 FT.; THENCE S2742'22"W AND i I ' CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE 15.00 FT.; THENCE U N60'24'27"W ALONG A LINE 55.00 FT. SOUTH OF AND PARALLEL WIT'' 45 SAID CENTERLINE OF ARKANSAS STATE HWY #10, 5.71 FT.; THENCE Q 46 SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE r` LEFT, A CHORD BEARING AND DISTANCE OF S7529'21"W, 69.60 FT.; f C THENCE S31'23'09'W, 83.60 FT.; THENCE SOUTHWESTERLY ALONG TH- ARC R OF A 1402.40 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING / ND O DISTANCE OF Sl T58'06"W, 839.56 FT.; THENCE S03726'56"E, 129.15 E FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 185.50 FT. R4DI,S CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S21'21'1'-'E, L 114.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 18.75 Fi. 4 RADIUS CURVE TO THE _LEFT, -A CHORRD GEARING AND DISTANCE OF R507 47' °�` CDN76'35'4TE 188.00 Fr.ERADI S DIS ANCE �1N•S LC577.56' 56 I OF S74'04'07"E, 9 - E 11011 I 55 HWESj^ TO CE OATCHOR �4c,r e, O.,t S aCURVE THENLEFi g3'ogE FT.; THENCE SOUTF OX-95 f �r 5 Awed DIL S CURVE R447 N i17aNI.715 TO THE LEFT, A Cf 7.E8 E 1100EE9.61 LC11za5 NE'1 4, 1 j T f So9 FT.; THENCE SOUTI �� V� AD JS N 17 _ / E n m CDS7e35'4YW N� S3 CURVE TO THE LEf �� 3 4""W, R507.4T N7T09' `N`+7 13 - LC509.2T - \\ - 9gp �� N 173%fict E 11605X73 BW - E++E3964/E 109.76 FT.; THENC L 1 i. - ER_Y CDN68'03'43"W 378. 44 W E tt7.2E N t7�76.35 Q. N t7356ss9 i' S �`� 3 ' L BU 7 �`�, 51• E 1161177m �i E 116N722o ; = I fy ALONG THE ARC 0 V{, C'. ORD ' l �R!(7 j LC160.52' R185.50' 31 I eao / �j ��oo\.- - J`1 BEARING AND DIST) v �1 (n I_�,�°6iC' F CDN5C111 3TR18.75' �'o `E i+sii=4'�47� ` `S�'09'44"E 74 ( R984.93' a°1'L'�� a� \ tsa +s1\ r°Inu2e.�t h'r S33'30'37"E, 104� P '� G•/crc! $C�-}- `_ A �ln� i Lt pow n VCi D I� I�� I CDN3046'00 W r" CCFIe, . _ z.17, cos733o'43 E / w� \ 18Lo r__. E 1121E42.39 rF'r�r 447.47 FT. RADIUS Mi �,� e � DI_''ANCE _61 R188r00' J DEDI CA TION PLA T CHALAMONT DRIVE, CHAMB ORD PLACE, CLER VA UX PLACE, EPERNAY PLACE, CLARE PLACE, CLER VAL PLA CE AND ARKANSAS STATE HWY. # 10 BEING PART OF SECTIONS 15 AND 16, T -2 -N, R -14 - W, PULASKI COUNTY, ARKANSAS JANUARY, 2001 ![1 V © VV![lJll 11 /l/-DA /l ll:i/lls�' & Lf1sY/]+LL/�1S..JL`Jl TEA C. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITRE ROCK, ARKANSAS 72201 R185.50' CDS85'43'25"W N770 R18.75' LC109J8' 20 W CDS5608'01"W LC8.10' CDN04035 W LC96.80' W V 01 R188 q CDS2 LC95 O Lc125.a1 yk I 57 \ s °k OF S60'38'32E, 4 N 17341344 yb'�^9�,l �j�j TRACT N \1 �Rl� nm991.a N 173417.34 / THENCE SOUTHEAS- T ,ave •�-ht...r, �.��M , 3 CJRVE TO E 116273157 N i73371.85 f 54 7 / \\ THE RIGHT, A CHO E 1162021.E8 I , 155 FT.; THENCE S58'5 _Ot`, �' 5695 R447 47' / N 173377.26 156 '�^ / DLQI `\ / '�' - - � N n3354.94 1'� Lc125.a1 yk I 57 \ s °k OF S60'38'32E, 4 N 17341344 yb'�^9�,l �j�j TRACT N \1 �Rl� nm991.a N 173417.34 / THENCE SOUTHEAS- T ,ave •�-ht...r, �.��M , 3 CJRVE TO E 116273157 N i73371.85 f 54 7 / \\ THE RIGHT, A CHO E 1162021.E8 I , 155 FT.; THENCE S58'5 _Ot`, �' 5695 R447 47' / N 173377.26 156 '�^ / DLQI `\ / '�' - - � N n3354.94 1'� ' q? F CDN76'01'30'E / E ++6zn6.z2 I / s \ F A � • _ \ - �O�t, THE ARC OF A 44 - T ` - ) DARING E u6166E.o9 J \ N 173296.13 LC501.91' -- E 116n"m _ _ . - I 7 AND DISTA,'vCE OF w` ♦vim c / E 171521.lsoz \ _ / - ,y?3 _ - _ - _ �\� `\ i 318.51 FT.; THE NC RADIUS CURVE t 0 70 T. F CDN7T30'43'W "W 7'4 '� _ i 1 I� 73s•W '� '�� :L P Lei^. r' ri � C117.77' _- --- - 4• 7.; N84'18'5TE, 117.1 C CF A x n32u.69 E 1162223.8E /,-, 84.50 FT, RADIUS • DIS-ANCE R507.47' I �� OF S77'09'447E, 1vLt ARC OF CDS76.01'3o"W I A 185.50 FT. RAD D� '-5 JD _'STANCE LC569.21' 9 �atr. i OF S5938'25"E, 1 THENCE SOUTHEAS S CJRVE TO THE RIGHT, A CHC 25.L-1 FT.; THENCE S69" LON THE ARC OF A 44 v� D E?RING AND DISTANCE OF ef 293.39 FT.; THEM 47 7. RADIUS CURVE TO OF N7635'47"E, 577.7. POINT ON THE NC DR' E; THENCE S21'16'5, CONTAINING 11.48 Little Rock Wastewater Utility 22.1 East Capitol Vl Little Rock, Arkansas 72202 501370-2903 NO SENDER SERVICE AVAILABLE ✓ l AT THIS TI E ' By. �i1- /% "A�X1 tip.