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HomeMy WebLinkAboutS-1208-C Map\ c., I PROJECT '. LOCATION VICINITY MAP (NTS) MAP COORDINATES 1 POINT # NORTHING (FT) EASTING (FT) POINT NORTHING (FT) EASTING (FT) 1 158941.33 1217923.82 17 158291.48 1218639.34 2 158990.63 1217925.17 18 158280.25 1218580.53 3 158981.02 1218138.67 19 158265.14 1218519.65 4 158929.57 1218186.90 20 158234.07 1218412.84 5 158919.01 1218421.46 21 158197.44 1218293.95 6 15896B.03 1218433.14 22 158202.69 1218192.05 7 159018.02 1218434.25 23 158223.00 1218151.46 8 159012.78 121BS36.12 24 158252.89 1218106.43 9 158962.81 1218534.33 25 158309.13 1218027.36 10 158905.63 1218532.29 26 158431.60 1218016.00 11 158903.16 1218701.83 27 158531.68 1217941.10 12 158582.15 1218764.81 28 158441.08 1217794.90 13 158525.20 1218775.55 29 158724.59 1217572.55 14 158467.03 121878538 30 158796.10 1217455.00 15 158420.93 1218707.33 31 158878.01 1217234.66 16 1 158308.18 1218729.95 32 158973.28 1217010.15 \ 32 SECTION 29 S87059'51 "E-914.23' \ SECTION 32 CHORD=N67*00'23"W-243.89' 31 RADIUS=1534.62' o ARC LENGTH=244.14' �\ CHORD=N69036'25"1N-235.07' 30 RADIUS=1741.31 ' ARC LENGTH=235.25' CHORD=N58'41'06"W-137 59' RADIUS=580.58' \ , FND "X" IN CONC. m -+ o� I I O N m0 HOLCOMBE HEIGHTS o OWNER: LITTLE ROCK VENTURES Ill, LLC F BELFORTI-METRO ANNEX 15, LLC M BELFORTI-METRO ANNEX 15, LLC OWNER: L H G ADDITION COUNTRY CLUB OF LITTLE ROCK OWNER: W.A. CHEEK OWNER: VCM RESIDENCES AT RIVERDALE, LP FND 1/2" REBAR S87*03'06"E-102.00' 8 7 _ FND 1" PINCH PIPE 2 PORTION OF PARKING N1'16'44"E-50.00' N N1'17'58"E-49 26' S87*26'04"E-214.05' 3 LOT AND FENCE OVER RNERCUFF COMPANY, INC. o N POINT OF BEGINNING PROPERTY LINEN13'23'44"E-50.40' FND PK NAIL%�Qy` (eOGK 368. PAGE 87) o SOUTHWEST CORNER FIND 1/2RER SW1/4 SEi/4 S43'0553„ E-70.43, - -- - -- - - 3 SECTION 29, T-2-N, R-12-W WITH CAP (1441) PORTION OF DRIVEWAY 01 FND CONC. MONUMENT 1 OVER PROPERTY LINE 6 9 0 515.73 - _ _ - 2p GElW LOT "B' NB&I9'56"E-45.91' 4 S8T24 34"E700 > 235.00' s 0 4 ORIGINAL LOT 'A' - - - - - 52 \�FND 1- CRIMP PIPE - URIGINAL TAT "C" N ���552 \ FND PK NAIL ORIGINAL LWr 'A-'- SECTION 29 EXISTING 15' SEWER EASEMENT /-(INST. NO. 2011018968) 015A, � 10 S89'09'56"E-169.56' 11 SECTION 32 R VERCLIFF COMPANY, INC. (INSTRUMENT NO. 2022082438) I LOT H LOT "B-R" RNERCLIFF COMPANY, INC. 232,334 S.F. �\1� (BOOK 392, PAGE 577) 5.3336 ACRES \ r N \ \ I 'RIVERSIDE ADDITION" \ �4oq LOT E (PLAT BOOK 4, PAGE 107) °F� \ (J Ln ------ ---- _ \\ Lo- ve" L-------rresaavow-isf.�r -� t GIP"• Lr�� 9T°�F�' �' \\ �\\ �\\\ �IIIu� � I�gI'I�I��IIII� 2022082786 ARC LENGTH=137.91 \ �et v'IQ yT 0\`\\ AOk ib , +I� \ P=eservreo. rataYV22 osss o�.+en RECORDED: 7245-2022 70:03:57 AM BS q°•�` `Cif- \ , FOJ = \\\,��\ LOT D In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO. AR FEE $15.00 23.68' \ ��o -ALOT A-R VSrpte 12/►�ZZ '.;' t \ % \ I \ /cq 407,541 S.F. \ �\ \ w 9.3558 ACRES0 LOT 95 FLOOD INFORMATION: \� 'o NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR 09 12 ,•� FLOOD BOUNDARY AS PER FEMA FLOOD INSURANCE RATE MAP NO. 05119C0339J, EFFECTIVE DATE: FEBRUARY 26, 2021 FOR THE CITY OF CHORD=N38'06'24"W-360.30' /\� F\\� Z / �^ \` \\ FND 1' SQ. ROD LITTLE ROCK, PULASKI COUNTY, ARKANSAS. ---��� - _ ,- 0 0 3 E- 7.96 ARC LENGTH=364.10' \ \\� \ ''? �>r2 \��\\ APPROX. LOCATION OF GAS RIGHT LOT 9 CERTIFICATE OF OWNER 4 �G \ \� \ ��,• �� �/' �'2� \ ` \\ \ OF WAY (WIDTH UNSPECIFIED) C� (BK. 354, PG. 381) 13 G, SHOWN \.\ �� -/ �� \� AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID BUILDING SETBACKS: 27 \ ?6� �' �� \� \ (ASSUMED 15' WIDE) FND 1" SO. ROD \ S rd OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.(�� A f /�� RICHARD A. CHEEK, PRESIDENT DATE OF EXECUTION RIVERCLIFF COMPANY, INC. 2000 MAGNOLIA AVE. LITTLE ROCK, AR 72202 INSTRUMENT NO. BOOK 348 PAGE 405 BOOK 392 PAGE 557 s� Ilk�\ o8s V \ S9'58'32"E-59.05' 0. A\jam\\ 3322'03"W-34.79' \\�/\\\ LOT 93 \ 1p0� 14 FND 1" CRIMP PIPE \ $1�\` jc�s\) N6gS3• \\�\�\ LOT 92 \ 1" IPE LOT 113 26 \\ SSO�S jgh• S28'34'19V-28.99' 15 �� \ (PLAT BOOK 4, PAGE 286) FND 1/2' REBAR \ `\\ �irel� A$ \\� LOT 90 \ OWNER: \ \ \ d3 jR �N5 \14 Q LOT 89 S59'33'33"W-91.00' BOOK 368 PAGE 87 JAMES & COILY FFEE LANE \\ o s���J ` NIT37'27"W-69.68' INSTRUMENT N0. 2022082438 LITTLE ROCK, AR 72202 \ y SST1g'02"W- 107.23' I-' a �' "RIVERSIDE ADDITION" LEGAL DESCRIPTION: F\ 485 U3 (PLAT BOOK 4, PAGE 107) \ \s, 1„1i,10 N1T04'26'E-27.58' , o 17.0617 ACRES CONSISTING OF LOTS "A", 'B", AND "C" OF RIVERSIDE ADDITION N5'18 01 'W-123.00 \ \-.\ N80•09• 2 ' CERTIFICATE OF FINAL PLAT APPROVAL. OTHER PROPERTY DESCRIBED IN BOOK 392 PAGE 557 BOOK 368 PAGE 87 ) ) 55 -89.19' SI (PLATTED=123.00* 1 BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. UTTLE ROCK PLANNING DATE OF EXECUTION COMMISSION CERTIFICATE OF ENGINEERING ACCURACY S�ayx � m I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLYp n tdIyLIxsliJ REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND STERg' s REGULATIONS HAVE BEEN COMPLIED WITH. 11 4 k t1 �•T A E➢! �aZ / 2 _14- z i_ r40.7 Use• JOE D 1 DATE OF EXECUTION , j `.�� ]d% REGI P SSIONAL ENGINEER p�isa'r mc�.ae3Ps N0.7Q94, ANSAS CERTIFICATE OF SURVEYING ACCURACY CFESSIO�' /.�. I, BENSON J. LEBOEUF, HEREBY CERTIFY THAT THIS PLAT $TAiE . U+ CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED +��Q BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING 0= REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND S`r�� REGULATIONS H 0 ED WITH. y :• 0 �`-1 L ' 4®CeG� BENSON J N LEBOE F DATE OF EXECUTION REGISTERED LAND SURVEYOR NO.1900, ARKANSAS G:\DWG\2022\22-434L - Replat of Lots A, B and C of Rivercliff Appartments\REPLAT 11-14-22.dwg LOT A-R (ZONE R6) FRONT 25' REAR 25' SIDE 25' LOT B-R (ZONE R2) FRONT 25' REAR 25' SIDE 10% LOT WIDTH (NOT TO EXCEED 8-) LOT C-R (ZONE R3) ONT 25' 25' rjEAR�_ SIDE 10% LOT WIDTH (NOT TO EXCEED 5') ANDI I f ." m 0 AND INSTRUMENT NO. 2022092438; LOCATED IN SECTION 29 AND 32, T-2-N, N R-12-W; IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; MORE 1 / 'L APPARENT Iti SEWER EASEMENT 1� PARTICULARLY DESCRIBED AS FOLLOWS: FND 1' PIPE / (NO DOCUMENTATION PROVIDED) 99 �� 1z� COMMENCING AT A POINT LOCATED AT THE SOUTHWEST CORNER OF THE SWI/4, C 25 / rim% LOT C-R N1247'47iW-56.30' I r u, SE1/4 OF SECTION 29, T-2-N, R-12-W, PULASKI COUNTY, ARKANSAS; SAID �4 1 50.00 FND 1• SQ. ROD POINT ALSO BEING THE POINT OF BEGINNING; THENCE N0197'58"E-49.26'; THENCE �� 103,340 S.F. _ 58726'04"E-214.05'; THENCE S43 O5'S3"E-70.43'; THENCE 58724'34"E-235.00% 1 2.3723 ACRES 16 - --- THENCE N7323'44"E-5D.40% THENCE N01-16'44"E-50.00'; THENCE 1 LOTF1 D 1/2" REBAR jJO� _ 17 S87ro3'06'E-10200% THENCE S02ro2'49"W-107.2l'; THENCE S89ro9'56"E-169.56' 16 S79'33'34"W-92.13' TO A POINT ON 'RIVERSIDE ADDITION TO THE CITY OF LITTLE ROCK' (BOOT( 4, CRf 1g PAGE 107); THENCE ALONG THE WESTERN LINE OF TRACT H, LOTS D & E, AND N54'34'43"W-97.03' 24 NO R ACC S79'11+ 36"W-59.87 LOTS 93-95 OF SAID 'RIVERSIDE ADDITION' THE FOLLOWING: (1) R FND 3/8" ROD S11'05'59"E-327-14'; (2) S10'40'530E-57.96'; (3) S09'58'32'E-59.05' TO A POINT I I 23 S76'03 43"W-62.73' ON THE NORTHEAST CORNER OF LOT 89 OF SAID RIVERSIDE ADDITION; THENCE I 2p {�1 ALONG THE PERIMETER OF SAID LOT 89, "RIVERSIDE ADDITION" THE FOLLOWING: (1) - - - N56'25 29"W-54.04\ S73'46 44'W-111.23 S59'33'33'W-91.00% (2) S1170'43"E-115.00' TO A POINT ON THE NORTHERN LOT 111 + "RIVERSIDE ADDITION' RIGHT OF WAY LINE OF LILAC TERRACE; THENCE ALONG SAID NORTHERN RIGHT OF N63'24 49"W-45.39 22 r' REPEAT OF REPEAT, LOTS N0. \ 21 / S72'52 32"W-124.41 (PLAT BOOK 4, PAGE 107) 1 WAY THE FOLLOWING: (1) S7933'34"W-9213'; (2) S79'11'36"W-59.87'; (3) 110, 111, 112, 113, 114, 115 \ + + CHORD=N8T03 00"W-102.03 C' S79'03'43'W-6273'; (4) S73'46'44'W-111.23'; (5) S72.52'32'W-124.41'; (6) I I &PART OF RIVERSIDE J/ ALONG THE ARC OF A 147.OV RADIUS CURVE TO THE RIGHT, HAVING AN ARC I DEVELOPMENT CO. LOT 110 RADIUS=147.00' LENGTH OF 104.20' AND CHORD OF N87'03700"W-102.03' TO A POINT ON THE I I (PLAT BOOK 4, PAGE 286) ARC LENGTH=104.20' (z EASTERN RIGHT OF WAY LINE OF COFFEE POT LANE; THENCE ALONG SAID RIGHT / . FINAL PLAT OF WAY THE FOLLOWING: (1) N6374'49"W-45.39'; (2) N56'25'29"W-54.04; (3) N54'34'43'W-97.03'; THENCE ALONG THE PERIMETER OF LOT 113 OF THE "REPLAT OF REPLAT; LOT NO. 110. 111, 112, 113, 114, its & PART OF RIVERSIDE » » » $9 » 99 DEVELOPMENT CO." (BOOK 4, PAGE 286) THE FOLLOWING: (1) N05'18'01"W-123.00'; LOTS A-R , B-R & C-R (2) N36'48-41"W-125.00'; (3) S58'12'47"W-172.00' TO A POINT ON THE NORTH/EASTERN RIGHT OF WAY UNE OF CANTRELL ROAD; THENCE ALONG SAID OF RIVERSIDE ADDITION RIGHT OF WAY THE FOLLOWING: (1) ALONG THE ARC OF A 726.67' RADIUS CURVE SCALE IN FEET TO THE LEFT, HAVING AN ARC LENGTH OF 364.10' AND CHORD OF GENERAL NOTES: BEING A IIER PROPERTY OF LOTS "A", N AND "C" OF RIVERSIDE ADDITION N38'06'24'W-360.30'; (2) ALONG THE ARC OF A 580.58' RADIUS CURVE TO THE AND OTHER PROPERTY BELONGING TO RIVERCLIFF COMPANY, INC. LEFT, HAVING 6 ARC LENGTH G 1 E 91'AR AND CHORD 8' RADIUN58*41S 1. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATE SYSTEM 60' 30' 0' 60' 120' 180' (BOOK 392, PAGE 557), (BOOK 368, PAGE 87) NORTH ZONE, NAD 83 CERTIFICATE OF Au1N�IZA,wN AND (INSTRUMENT NO. 2022082438) (3) ALONG THE ARC OF A 1741.31' RADIUS CURVE TO THE LEFT; HAVING AN ARC LENGTH OF 235.25' AND CHORD OF N69'36'25"W-235.07'; (4) ALONG THE ARC OF 2. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED) AN ADDITION TO THE CITY OF LITTLE ROCK ,�.+o, BEING PART OF SECTION 29 AND 32, T-2-N, R-12-W A 1534.62' RADIUS CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 244.14' 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. �� OF AUT ", AND CHORD OF N67'00'23'W-243.89' TO A POINT ON THE NORTHERN LINE OF Q �ux•.rw /Yp PULASKI COUNTY, ARKANSAS o SECTION 32; THENCE ALONG SAID NORTHERN LINE S87'59'51"E-914.23% BACK TO 4. ERROR OF CLOSURE: EXCEEDS 1:20,000 `��� ���% THE POINT OF BEGINNING. CONTAINING 17.0617 ACRES, MORE OR LESS. :¢ JOE WHITE - JOE WHITE & ASSOCIATES, INC. = w c & ASSOCIATES, 10 c> = INC. z _ CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYING 25 RAHLING CIRCLE-, SUITE A-2 LnTLE ROCK, ARKANSAS 72223 s �y +"N.u"maw• \C\�°`' ► PHONE: (501) 214-9141 DATE DESCRIPTION REVISION DATE: DECEMBER 14, 2022 SCALE: 1" = 60' PROJECT NUMBER: 22-434L S- �z 0 -