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HomeMy WebLinkAboutS-0867-IIIIIIIII MapWe • 101 13 77 \\ / ' ' oyq14at1EN couRr PH. 3 HALLEN COURT \ 1/ 4 O'P HA1iO4 COURT �Z �s 32 ' \\\\\\ G°�C ]LI�C �' 9 33 ,' '\ \\ \ /' § -/y / 75 ` \ \ THIS PLAT 3' '15'3E ' \ \ \ / 10,00, rj. ' /' Av \v v� 15 oR F \ VICINITY MAP (NTS) <V A 29 s8o19_ 16 /73 17 30 © " � vv vv� v`' � A 3 CHENAL VALLEY - PHASE 22D PART OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT LOCATED AT THE SOUTH WEST CORNER OF LOT 66, BLOCK 96 OF CHENAL VALLEY (HALLEN COURT) AN ADDITION TO LITTLE ROCK, ARKANSAS; SAID POINT ALSO BEING THE POINT OF BEGINNING. THENCE S58'23'55"E-185.00' TO A POINT LOCATED ON THE EASTERN RIGHT OF WAY LINE OF HALLEN LANE; THENCE N31'36'05"E ALONG SAID RIGHT OF WAY 13.40' TO THE SW CORNER OF LOT 51R, BLOCK 96 OF CHENAL VALLEY (HALLEN COURT); THENCE S53'23'55"E ALONG THE SOUTHERN LINE OF SAID LOT 51R A DISTANCE OF 127.55' TO THE SE CORNER OF SAID LOT 51R; THENCE N17'40'25"E-10.57' TO THE SW CORNER OF TRACT A, CHENAL VALLEY (HALLEN COURT); THENCE S5323'55"E ALONG THE SOUTH LINE OF SAID TRACT A, A DISTANCE OF 54.15' TO A POINT ON THE WESTERN RIGHT OF WAY LINE OF HALLEN BLVD.; THENCE ALONG SAID RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) SO4'06'51"W-142.35' (2) ALONG THE ARC OF A 445.00' RADIUS CURVE TO THE LEFT HAVING AN ARC LENGTH OF 113.17' AND CHORD OF S0326'45"E-112.87'; (3) ALONG THE ARC OF A 25.00' RADIUS CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 34.10' AND A CHORD OF S28'20 54"W-31.52' TO A POINT ON THE NORTHERN RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE; THENCE ALONG SAID RIGHT OF WAY THE FOLLOWING COURSES: (1) S67'26'57"W-182.38% (2) ALONG THE ARC OF A 245.00' RADIUS CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 105.45' AND CHORD OF S79'46'53"W-104.64'; (3) N8753'18°W-446.37' TO THE SE CORNER OF TRACT B, BLOCK 101 CHENAL VALLEY (ENSBURY PLACE); THENCE ALONG THE EASTERN LINE OF BLOCK 101, CHENAL VALLEY (ENSBURY PLACE) THE FOLLOWING COURSES: (1) NO2'06'42"E-87.13' (2) N00'36'52"E-56.21' (3) N07.08'03'W-56.21' (4) N13'40'34"W-69.96' (5) N12'19'15"W-54.74' (6) N71-21'19"E-108.56' (7) N68'08'41"E-180.15' (8) N13-42'51"E-197.92' (9) N43'22'48"W-100.31' (10) N5345'49"W-118.51' (11) N44'19'04"W-75.35' (12) N38'35'04"W-89.18' (13) N40-49'45"W-11.80' (14) N44'26'48'W-95.80' (15) N50-53'19-W-95.80' (16) N5719'50"W-95.80' (17) N60'56'53"W-11.80'; THENCE NO2'23'17"E-80.6V TO A POINT ON THE SE CORNER OF LOT 78, BLOCK 96 CHENAL VALLEY (HALLEN COURT); THENCE ALONG THE WESTERN LINE OF BLOCK 96 OF CHENAL VALLEY (HALLEN COURT) THE FOLLOWING COURSES; (1) S70'07'18"E-75.00' (2) S60'20'45"E-57.28' (3) S49'15'33'E-10.00' (4) S4723'42"E-147.10' (5) S39'03'53"E-69.42' (6) S37'29'12"E-150.00' (7) S3741'34"E-10.00' (8) S42-04'22"E-92.17' (9) S49-54'18"E-89.01' (10) S53-23'55"E-150.00' (11) S16'22'59"E-65.56' BACK TO THE POINT OF BEGINNING. CONTAINING 8.8738 ACRES, MORE OR LESS. v\\\ J' \ \ \\\\ / 18 / \ NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY 40.49'45'W '; / 72 ,�\\\ \ \ ' /' T AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE 11,80, l / \ \ ? WORK MAP FOR LITTLE ROCK, ARKANSAS. S�9 , \ \ \ \ / / 3 1 / � Q r � , \ \ \ \ < / / / � (FIRM COMMUNITY PANEL # 05119C 0313 H, DATED JUKE 7, 2019) 71 36 �, S37.41'34'E 2 0 / v � v y / / 32 10.00, 3 J n \ \ 42 \\ \\ 70 \ 21 ice. 38 J` /' / \ / Sa. A / 6 9 ' ' / /' \\ \\\\ 33 / gs- ss / CHENAL VALLEY `\ \\� \ `� 4 / / \ \ ,�. \ \ / IT8 A9. 89 AI . / "HALLEN COURT" \ \-� ` INSTR. # 2015071919 R 34 40 40 It 39 SEWER EASEMENT 41POINT OF BEGINNING ' 6649 CHENAL VALLEY--I---�- /' "ENSBURY PLACE" 38 \INSTR. $ 2016065731 2 ^h 'AO SS' !' % N 31°36'05' E TRACT I •oo, F ?8 ,'// /13.40' S1 � 3 6 .0 , ! r 9�0, O- / / 5' DRAINAGE PIPE 50 \ \ 6 5 / 90�0'0" ! FACILITY EASEMENT 17;04,0572p% E I ! 11 ! f ry000 4``�Op w1 S S i 1 I 64 h �gaV 4/ 9090"^n ,/ 5 S 53.23'55' E \ i F,8° y' _ / Ib g \ O 54.15' 95'0'0" \\ \\ \ \ '/ \ 2, `r`r_ •,* 8'' y� ,oSO65.00' 40.00' 10�63 /g0'0!0' 00 01 96oII ii I 0 / m ^ I N 1 I I 53 52 61 62 '�¢zo/ 1 1 I I A%�00, P po v� "Ur I 1 \I I l\ i 4r�' e° o 000°/ 54 o-- � 4 b P 900'0" I I `0 W N 2A •,`_ 1°' ESMT 9.. Tn___i�,T� irn O I I I \ ------; / 1 1 0. TRACT C ?; 47.2s' g3 ��v/ 'soo v o W 00'56'431" ^h U Z198.25' I I _ - - ----- \ % �I m orA92j' v 6y ��'0 55 I R445.00' I I \\ \\ l I o N30.57 ao_ 75.00' __ sa - 75.00_- 0 17.68' 50.19 ti Doss �� 900'0" I CDS03.26'45'E a T° ESMr. ooy _ _obo - � -- ti - ��3` ,SO �\ I LC112,8T P o I m LS' BLDG LINE - -off •O / cp\ I 1 I I 53 w 14 N a; O' 46o 1 1 I I \ I a In "� 633, I 1 1 I t \ I ° 1 1 1 01 56 \\ = --- I ZLO 60 59 0 58 0 57 b 6ti� TRACT I --\ -- 13 Mi I ------ -- O 1 I I j I I 1 I w 61. TRAIN o 0 0 0 0" 62.3T I 1 I I 0 b 75.00' 75.00' °. 42 00 So 1e26,y o 65.10' I / ` z ip ----- ----- \ I ----- -- --- - ------' ` N 87.53'18=W it O 446.37' -- I CHENAL VALLEY ----------- DRIVE -----_- R245.0 46'53'W ' CDS790' I - - - - - - - - - - - - - ---------- (60' RIW) LC104.64'i ' I I -PLAT BK.- 810- �' I N.\2019\19-617B - Chenat Valley Phase 22D\FINAL PLAT\FINAL PLAT,dwg I LC31.52' I I I I I 1 I I I I I I ARKANSAS STATE PLANE COORDINATES (NAD83 NORTH ZONE) I N 162271 75 E = 1167609.54 1 N 162174.80 E = 1167767.11 -- N 162186 22 E 116777413 N 162110 16 E 1167876 53 N = 162120.24 E = 1167879.74 N = 162087.95 E = 1167923.21 N = 161945.96 E = 1167913.00 N = 161833.30 E - 1167919.78 N = 161805.56 E = - 1167904.81 1 N = 161735.62 E = 1167736.38 N = 161717.05 E = 1167633.40 N 161733 50 E = 1167187.33 N - 161820.58 E = - 1167190.54 N 161876 78 E = 1167191.14 - N 161932 56 E 1167184.16 N 162000.53 E = 1167167.62 N = 162054.01 E = 1167155.94 N = 162088.71 E = 1167258.80 )_N = 162155.78 E = 1167426.00 N = 162348.05 E = 1167472.93 - IN 162_420.96_ E = 1167404.03 N = 162491.01 _ E = 1167308.44 )- N 162544.92 E = 1167255 80 N 162614.63 E = 1167200 18 0 N 162623.56 E = 116719247 N = 162691.95 E = 1167125.38 - N = 162752.39 E = 1167051.05 N = 162804.10 E = 1166970.41 N = 162809.83 _E __ 1166960.09_ N = 162890.62 E = 1166963.46 N = 162865.12 iE = 1167033.99 N_- 162836.78 E = 1167083.77 3 N = 162830.25 E = 1167091.35 N = 162730.67 E = 1167199.62 N = 162676.77 E = 1167243.37 N 162557.75 E = 1167334.66 N 162348 05 E 1167340 77 - 3 N 162481 41 E 1167402.54 N = 162424_08 E = 1167470.63 - N = 162334.65 E = - 1167591.05_ I, DANIEL W. HAVNER, 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. ?-1,f-2otO %",at4(- DATE OF EXECUTION DANIEL W. HAVNER REGISTERED LAND SURVEYOR NO. 1542, ARKANSAS I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE I E ROCK SUBDIVISION RULES AND RE L I INS HAVE BEEN !ECUTION COMPLIED WITH. DATE OF TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS IiDl9'e�i7IllP, 5➢i lflr� ' N0,5033 `,,,,,,,,,,,,,,,,, HiTE'CATcry0�-A w &ASSOCIATES, G - cJ ; INC. c '"serybn01e.1.���* GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS. 2. ALL EASEMENTS SHOWN ===- MAY BE USED FOR DRAINAGE AND/OR UTILITIES AS NOTED. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. RADII AT INTERSECTION OF STREET PROPERTY LINE ARE 25.0% UNLESS NOTED OTHERWISE. 6. TRACT I MAY BE USED AS EASEMENTS FOR DRAINAGE, SANITARY SEWER, UTILITIES, LANDSCAPING AND PEDESTRIAN PATHS WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 7. ALL LOTS HAVE AT LEAST A 10 FT. MADE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO HALLEN LANE. THIS EASEMENT MAY BE USED BY ALL UTILITIES. 8. ALL FRONT AND REAR BUILDING SET -BACK LINES ARE 25.00 FT., ALL SIDE SET -BACK LINES ARE 6.00 FT. CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS -Ct I 158.42'----60'30'37' 87.50'- 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. 8 iy/ate � - DATE OF EXECUTION PotlatchDeltic Re Estate, LLC # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. 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 LITTL ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK PAGE 60 0 60 Scale I " = 60 ft PLA T OF LOTS 52-65, TPA CT I IIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIII�III 2020054580 PRESENTED, N-25 202011.1519 Am RECORDED 08-25202011:15:19 AM In Official Records of Terri Hollingsworth CircuiUCounty Clerk PULASKI CO, AR FEE $15.00 BLOCK 96 BLOCK 96 ols"/tb. CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "HALLEN COURT" BEING PART OF SECTION 27 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS AUGUST, 2020 © WHITE-DATERS &ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223