Loading...
HomeMy WebLinkAboutS-00867-AAAAAAAAAAA MapTRACT 'C' i \ \ (DS��• \ 05 00 E a LpOP ` B • 19 1 \ o gGC NO3'34'47"E o 33.91 2 Exwot __ . �,6 20 , a' OmIr. No. 2Q02IW41) n 1 gy2 ^� p• f \�CV POINT OF BE TR�cI' AREAS WITHIN TRACT D CONTAIN WETLANDS AND WATERS OF THE UNITED STATES. THESE AREAS ARE SUBJECT TO THE RESTRICTIONS SET FORTH BY THE CORPS OF ENGINEERS IN 404 PERMIT NO. SWL-2017-00276-3. REFER TO THE BILL OF ASSURANCE FOR ADDITIONAL CONDITIONS OR RESTRICTIONS. POTLATCHDELTIC REAL ESTATE, LL: Zoned "R-2" f�M4MG3C� ®C�MC�dUi�Uv1f�G�J`� 21 OC� 8g�• �� ' Ego,, ,/ m POSSIBLE FUTURE PEDESTRIAN PATH 27 0 R275.00' - 1Ns SS B\`fir UHFo°' 22 CDN71.41'40"Spy i LC 102.72' QOO 0 / 4 9' 90 0 01 sjs \ 57 % ` s60. {�'0 ti .a, 24 `3S2 / R25.00' \q . pS1 „ 26 `, � CDN74.04'10"E / 5(a LC35.36,soo'o t, 24 �`'ss. \ S \ �" » � ` N29'04'10"E /23 gBs �����'+ 25 ,gh h 42.94 h°>3 p ,\s R177.�V 0 /0. �`30 ryyo "R�4 CDN22'05'45"E 22 �s �o \ �S� \ oo� so'o'o" 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. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 6, RADII AT INTERSECTION OF STREET PROPERTY LINE ARE 25.0', UNLESS NOTED OTHERWISE. 7. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE RIGHT OF WAY OF ABINGTON DRIVE AND ABINGTON CIRCLE. THIS EASEMENT MAY BE USED BY ALL UTILITIES, INCLUDING SANITARY SEWER. 8. ALL FRONT AND REAR BUILDING SET -BACK LINES ARE 25.00 FT. (25' BLDG. LINE). ALL SIDE SET -BACK LINES ARE 8.00 FT. 9. TRACT D MAY BE USED AS EASEMENTS FOR DRAINAGE, STORM DRAINAGE, STORM WATER DETENTION, SECONDARY EMERGENCY ACCESS, PEDESTRIAN PATH, WATER AND LANDSCAPING WITH THE APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 10. TRACT E MAY BE USED AS EASEMENTS FOR DRAINAGE, STORM DRAINAGE, ELECTRIC AND LANDSCAPING WITH THE APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 11. FENCES MAY BE CONSTRUCTED IN EASEMENTS NOT MARKED FOR OVERLAND FLOW". REFER TO BILL OF ASSURANCE FOR ADDITIONAL CONDITIONS AND RESTRICTIONS. 12. MAINTENANCE OF TRACTS IS THE RESPONSIBILITY OF THE POA. REFER TO BILL OF ASSURANCE FOR DETAILS. 0 LC43.10' ^ ''ss. a ba .\s9 ry\� d�e� 26 / 55 O a/I �b96�9sO�\�> 00, _ N 15.07 20" E TRACT 1B1 43.43 ga°,0+ 3S \ 2? \C2 IN r7r/ 90.0'0" / 9 R9, \ 9p00 ,G T 20 122 N 2 54 19�y oo I , N l �f iTg 4 .h° �y 5y0 � �59, \\ �O 95.1637" o N74.52 40 W N52'03'45"W s 5� o,o» `- 91.22 / 42.07 18 90.0.0 28 tr b 18 CrJ 95-09'S2" 3 °O \ eiS , ��� `\ As�\�°°'° ° " 9,Ir2' 2,01 " 0 53 P-Y �.s0o F 429 4010. .07 _ \ i7 ��00 ���,°3\ 30 °6 ! 17 �. 1 92709,0 52 ABINGTON COURT � ©4 ?\N11> \ \� �Q �8s o� 3 9 INSTR`I#D2022070181 / sg� y�`h� ��° ya5° �02 ` ~ oo \\ \</ 8 .0 6 51 �• \ / / 15 / `goo o� 1y s? 7 14 \ / 50 f a Irl. Ilk 49 12 48 TRACT 'B' \ / 4 7 15 ` \ titi O' 46 J @`V C 45 g00'°" `gs CSC \ 13 , • ^� FALSTONE COURT � SUBDIVISION \\ \ INSTR. {� 2019018008 F I, ZANE ROBBINS, 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 ANE ROBBINS REGISTERED LAND SURVEYOR NO. 1853, ARKANSAS TRACT ' B' 4' STATE OF ARKANSAS N �w iA 0� 's'�w` 4L LA�9 CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY S, AT E O� THAT THIS PLAT CORRECTLY REPRESENTS A ARK; N AS�e PLAT MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE REGISTERED ROCK SUBDIVISION RULES AND REGU PROFESSIONAL HAVE BEEN COMPLIED WITH. ENGINEER TIMOTHY E. DATERS No. 5033 jF DATE 0 EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS t K ' 9¢ >u, `n N TRACT ' D' sr , S8°2 3° jy e p ROBBINS KRO"F'ESSIO"N'AL = O y" =0 : LAND SERVICES Z = \ zz/ 4thnunmU�� 1W111 IIII11111 2023061884 N AA II U v ,SE„TW 11-21-26 02 i9 sPM _ RECORDED: 11-21-202302:54:27 PM In Offi"I Records of Tem Hotlingeworth arwiACounty Clerk ` PULASKI 00. AR FEE $15.00 Qj _s4ao230�e!%c6s 1r. `J� 67- V Z3 aaOF" A1jr „N ? WHITE-DATERS'` P La _ &ASSOCIATES, 1 v z INC. = ?q #538 s �e /gyp L"pt�� , • "aplpiHlttq„yt CERTIFICATE OF OWNER CERTIFICATE OF FINAL APPROVAL WE, THE UNDERSIGNED, OWNERS OF THE REAL PURSUANT TO THE LITTLE ROCK SUBDIVISION ESTATE, SHOWN AND DESCRIBED HEREIN, DO RULES AND REGULATIONS, AND ALL OF THE HEREBY CERTIFY THAT WE HAVE LAID OFF, CONDITIONS OF APPROVAL HAVING BEEN PLATTED, AN I AN TTE D SUBDIVIDED, D DO HEREBY COMPLETED, THIS DOCUMENT IS HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ACCEPTED. THIS CERTIFICATE IS HEREBY ESTATE IN ACCORDANCE WITH THIS PLAT. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION Ii 21- - Potlat enaltio Real Estate, LLC DATE OF EXECUTION LITTLE ROCK PLANNING # 7 Ghenal Club Blvd. Little Rock, Arkansas COMMISSION D.R. PAGE INSTRUMENT NO. 6$-61004 CERTIFICATE OF RECORDING 8 00• g6oQC7� Sao'0` r gs°o 9 J13 / \ J�\r\? 8 0 THE COURTS BED-EGARDE THE MAISONS TAUYS G�UO GNENPV °NN" 81.V0 S1n fALSfONE CT AURIEL CHENAL VALLEY DR 9 Nf iCHENAL VALLEY DR I � 34 12AHUN� ROAD Vicinity Map 1 =2000' KpN15 ROAD e- "7 , TRACT ' D' 9010, 00 •?A, 0 O 90.010" 39 10 V Scale 1 " = 60 ft SECONDARY EMERGENCY ACCESS AND PEDESTRIAN PATH 91 o; 7�00, / 9(f00 �p0• / 9 34 �© 68s?• O° �h » S 35 o by • �• o 16 ^ ,2728'27» 36 74ESy1 84.65� ,a�e o,� CIO ybk ���°4�s• ` a` �ry r ,� [� °o o.i� \� o /`, TRACT 209 gd°° �� ` 2,s t 1" % 0� » 138'30'16" Ptil �?? 5 1s' wusx Em11L CHENAL VALLEY �S\ 90'010" W Lg R4 S t1 ` o� oao r¢o 1383D'38 9�"° y RESPONSiVEED HOLDINGS, LLC C4 0. 0. ° ?s 6 � 95.41' � � a 10610j, > o , ?1" sOro' 42 5 M o tA 1100 g may. 00. rilq 43 rn 1 49 ti g$00. �� 37 f ''` 9o-o0- n TRACT ' D' A5 rp91>o I�• ��n act CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS j c1 47.98' 9'09'46" 24.04' 300.00' I C2 46,08' 8*48*05" 23.09 00.00' C3 _ __._.. 79.22' 1507'45' 39,84' 300.00' C4 I 162.43' 9.T04'05" 105.50' 100.00' NO PORTION OF THIS PROPERTY IS 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 # 05119C 0312 G, DATED JULY 6, 2015) FALSTONE COURT SUBDIVISION INSTR. # 2019018008 LEGAL DESCRIPTION A TRACT OF LAND BEING A PART OF THE SOUTHEAST 1/4 OF SECTION 24, AND A PART OF THE NORTHEAST 1/4 OF SECTION 25, ALL IN T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF TRACT C, BLOCK 137, CHENAL VALLEY, KNOWN AS ABINGTON COURT, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS (PER PLAT RECORDED AS INSTRUMENT NUMBER 2022070181), SAID POINT ALSO BEING A POINT ON THE NORTHERN RIGHT-OF-WAY OF ABINGTON DRIVE OF SAID ADDITION; THENCE NORTHERLY ALONG SAID TRACT, NO3.34'47"E, 33.91 FEET; THENCE LEAVING SAID TRACT N28.28'53"E, 145.90 FEET, THENCE S77.05'00"E, 81.55 FEET, THENCE S64.26'27"E, 393.30 FEET, THENCE S51.57'31"E, 352.24 FEET; THENCE S58`17.11"E, 812.68 FEET TO A POINT ON THE WESTERN BOUNDARY LINE OF TRACT 209, (UNRECORDED), CHENAL VALLEY; THENCE CONTINUING SOUTHWESTERLY ALONG SAID BOUNDARY LINE, S21'37'17"W, 299.22 FEET TO A POINT BEING THE SOUTHWEST CORNER OF SAID TRACT 209; THENCE LEAVING SAID BOUNDARY, S24.03'02"W, 367.84 FEET; THENCE N58'17'11"W, 148.98 FEET; THENCE S61.29'22"W, 420.44 FEET; THENCE N53.43'30"W, 580.26 FEET TO A POINT BEING THE SOUTHEAST CORNER OF TRACT B, BLOCK 137 OF SAID ABINGTON COURT ADDITION AND THE NORTHEAST CORNER OF TRACT B, FALSTONE COURT SUBDIVISION. THENCE CONTINUING ALONG THE BOUNDARY OF SAID ABINGTON COURT ADDITION THE FOLLOWING COURSES: 1) N62.04'04"E, 211.59 FEET; 2) N34.46'540E, 130.00 FEET, 3) S55'13'06"E, 41.62 FEET; 4) 3446'54"E, 175.00 FEET, 5) N55'13'06"W, 430.00 FEET, 6) N15.07'20"E, 123.38 FEET, 7) N52.03'45"W, 42.07 FEET; 8) N74'52'40"W, 91.22 FEET; 9) N15+07'20"E, 43.43 FEET; 10) ALONG THE ARC OF A 177.50 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N22.05'45"E, 43.10 FEET; 11) N29'04'10"E, 42.94 FEET: 12) ALONG THE ARC OF A 25-00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N74.04'10"E, 35,36 FEET; 13) S60.55'50"E, 3.00 FEET; 14) N29'04'10"E, 50.00 FEET, 15) N60'55'50"W, 246.30 FEET; 16) ALONG THE ARC OF A 275.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N71.41'40"W, 102.72 FEET TO THE POINT OF BEGINNING, CONTAINING 30.1170 ACRES MORE OR LESS. C� POTLATCHDELTIC REAL ESTATE, LLC - _ FALSTONE COURT \ SUBDIVISION INSTR. # 2019038265 I PLAT OF LOTS 20-45 LOTS 1-11 TRACT D TRACT E ARKANSAS STATE PLANE COORDINATES (NAD83 NORTH ZONE) N = 166364A 8 E = 1176414,15 2 N = 166398.01 E = 1176416.26 3 N = 166526.26 E = 1176485.84 4 N = 166508.03 E = 1176565.33 5 N = 166338.34 E = 1176920.14 6 N = 166121.28 E = 1177197.54 7 N = 165694.08 E = 1177888.88 8 N = 165415.91 E = 1177778.63 9 N = 165080.01 E = 1177628.72 10 N = 165158.32 E = 1177501.99 11 N = 164957.63 E = 1177132.54 12 _ N = 165300.95 E = 1176664.74 13 N = 165400.07 E = 1176851.68 14 N = 165506.84 E = 1176925.84 15 N = 165483.10 E = 1176960.02 17 - iS 19 N = N = N = 165872 113 ^ 165991.24 166017.10 E = E = E = 11 67706.67 1176738.86 1176705.68 20 21 N = N = 166040.90 166082.83 E = E = 1176617.62 1176628.95 22 N = 166122.77 E = 1176645.16 23 N = 166160.30 E = 1176666.03 24 N = 166170.00 E = 1176700.02 25 N = -N 166168.54 E = 1176702.65 26 = 16621124 E = T1176726.94 27 N = 166331.91 E = 1176511,67 BLOCK 137 BLOCK 138 BLOCK 137 BLOCK 138 CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "ABINGTON COURT" Being Part of the SWI/4 SEi/4 & SE1/4 SE1/4 of Section 24 And Part of the NWI/4 NEi/4 & NE 1/4 NE 1/4 of Section 25 T-2-N, R-14-W Pulaski County, Arkansas October 11, 2023 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 JA2n22\.MFNAI. VAH1 PHASE 3n PHI\MNAI PIATnW.