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HomeMy WebLinkAboutS-1901-A MapMAP COORDINATES POINT # NORTHING (FT) EASTING (FT) 1 155705.11 1200639.03 2 155706.51 1200607.34 3 155676.82 1200578.74 4 155566.26 1200526.67 5 155472,64 1200483.37 6 155431.73 1200511.28 7 155282.16 1200483.12 8 155293.34 1200252.16 9 155397.73 1200288.61 10 155501.56 1200365.62 11 155627.45 1200410.95 12 155715.01 1200415.18 13 155729.88 1200415.88 14 155738.40 1200223.13 15 155871.99 1200253.65 16 155922.59 1200214.83 17 156198.40 1200225.09 18 156245.98 1200267.57 19 156385.26 1200246.49 20 156365.00 1200663.59 �n n t0 UR. ZONE Pga n "RESERVOIR HE G1fay 1 LIME' TORT < TALukT BK Og EPG 004) v ORNER: CONDO z RESERVOIR HEIGHTS BRp-COG DRIVE RESIN IgOCIC, AR 72227 LEGEND- 0 FOUND AS NOTED SST 13' 11 "E-248.77' FUT'DRE "' DFVELOPMFNT �- CHORD=N41'45'43"E-63,78' RADIUS=50.00' ARC LENGTH=69.17' 17 E I I O BLOCK I 1 14 I N I I Fi7TURE �t 1 DEVELOgMEN13 r� I O I (V r--------- i z I I 9 � I r I U " TERRACE" U I I 1tli1TE ROCK I W I II: _ _RAINBROOKYAP�TMEN / J - �E . - - Lit ZONE M� 1 LI00 BR00 AR 72227 - - - - - A LMLE ROCK. I I - - - - - - - - - SECOND _ I n EMERGENCY GATE I S87' 13' 1 1 E-417.59 WITH KNox Box 247.58' I so.00' - 20 I TRACT "F" J ro I SECONDARY 120'0`I' I n `� EMERGENCY ACCESS : 1 I \ 15.51' 36.51' 35.00' 35.00' N " 'o 35.00' 35.00' 35.00' /' --{� _ ^ __z _ _' TRACT _B ,I N 11� 10 BLOCK 1 I N87'52'06"W-120.00' 1 jI 0o I I I o BFh';=y60 o 0 O o o N +1 I J 27 II �' 1 1 p M h 3 'D ui Lq 0 21 22 1 II N 3 23 24 1 j 25 1 26 'w' I N8T52'06"W-120.00' z o 1 e0 "* a e� 3 � F+ -0 l J I M •'n 'n u"ti d' a v U o II o � A bo 0 0 ^ ! n I J 28 I z>= Z iv iv 0 0 0 0 50,0 357.5' I n m-+ n E rn tNn vNi 41.0 `a I I I o z o - - - - - - 25 BLDG SETBACK - - - - - - N I N8T52'06"W-120.00' I I - n 18 - ----- 10-ESMT. --- i5 I o ( I 29 IJ 0 NAm .36 21.00' --35.00' - - - I 351.5' 1. M °° z n 35.00' 35.00' 35.00' 26.00' 9.15 0 I I I I I 710 .�. I Eli N87'52'O6 "W-120.00' lI i o Uri mWOLSBRIDGE OP 351.0N87'50.00' 30 5 I I ui l - _ / - - - - - - - - - o N87'52'06"W-120.00' ! 3 35.00' 35.00' 26.009.I 10 ESMW 35.00' II yy600 - - - -- ' 1g 1 �• T. ? d I 25' BLDG SETBACK I �� 0 1 N8T52'06"W-120.00' I I A 00 0 o a iv Il1:4 u0'i I 1 32 11 0 ILIU T T I I _ --P. All -- _ _'x-_ _ `�_ W N Nn on 0a 9 Wa AV I I 52'06"V-0. ! N87ZONE Aff YO 120.0 0 -- o o I ( 33 I I o n z z z z z Ax 4 a(!f II Ii l O n z BLOCK 2 I N8T52'06"W-120.0" 34 N 35.00' I 7 00 .35.0035.00' 35.00' � IT"W-920.00' I 7" 1 Iw Iw w 'ww Z®NE R�2w 11N TRACT "D" S8752'O6"E-175.OD' yROt4f Is6Tsa'os"E-175.00' Lit 0 Ili 35.00' 3 .5 .35.0035.00' z 0'1 350 rN8752 8T52'06"W- U120.00' aA BLOCK 2 38 U o 0 U -022 0 06W-120.00' 1III 1 ':3 '" W w W W w 270 • SET 1/2" IRON PIN I �0 . a \ a It 'i 1 1 37 11 O w © CALCULATED POINT XXX' z MIN. F.F.E. - - - - -.. -_ _.. _. t! I j z z z ? 25.0 25.0 1 I N8752'06"W-120.00' 11 J 1 50.0 I i U 38 1 I I / � Cm OE 11Tfi �, 25' BLDG SEROC,'. I' TBACK I 16 I 1 -:1 I w I- - - - - - -10-ESMT.- I N8T52'0 26.00' 96"W-120.00' - - - - - ` 35 00' 35.00' 35.00' 35.00' , uj 39 --- I 349.0' 1 I of S8T52'06"E-217.00�_4 I 1 ! w CHORD=N37'29'56"W-63.78' _ `WOUSBRIDGE LOOP - _� SOATO--4 I N8T52'06 w RADIUS=50.00' ___.:� __. _ I o I I 120.00' / I o w ui I ( w o ARC LENGTH=69.17' 40•36 21.00' 35.00, - 5 0l350035.00' 35.00' v15 _ - - - .' . 10' ESMT. I 3485' ( fJ 11 I - - d I I 2� I 1 N8T52'06"W 1 I I _2s eLDG SETBACK o ( 120.00' 1 / pl DUNCAN'S ADDION - - - - - - - - - - - - - �. I o ' R.A. I OVNER: O o 0 0 o M I 1 41 ( " AN% 0 0 0 (( o n o 348 0' 40 SUSAN L• SUI3IVITE/ o " 41.0 �i I h ! I "� I >h r 1 h I KEN ��t Rn' 1 ri W s v 5 j 4 3 2 1 `� $ I I (N8120?00'It W/ h Nn N 0 i^42 0� nIt in 0 I v l I 347.5' 1 _�"0 1 a m w ZONE N inN I 2 BLOCK i , I N6T52'ds Iv.00. 36.51' 35.00' 35.00' 14 35.00' LS77'07'46"E-15.51' S87'52'06"E-211.51' 0 �% ` 347.0' I ( 1 2��>A P NT F -11 GI IN / N8T28'13'VJ-251.30' `�'' 1 O! (/ 0 E T R s- s -- s- s -- s- s- 5 s s S s TRACT "A" 1 I- -i 1/ S 4, j TION 35 S _ _ / N875 '06"W-125I13"/ / T- N, 1 W/ s -- s - s - s - sN87' 8'13"W-192.94'FNO REBAR W/ CAP 13 --- FND REBAR W/ CAP (1441)--�x-�x-x-x-x-x x--C- S - S '- S s 5 /� a __ 5 s !ao LA I U Y, ARKANSAS 30' EASEMENT - - --- - - - 0�/! (INSTRUMENT NO 2001096128) N2'42'23"E-14.89' 12 -/ - r i / / w FND 1/2" RE AR 00LLJ PROPERTIESDR It SRN ROOKSroE 72227 O800 LITTLE ROCK, ^i � LEGAL DESCRIPTION: // Z p ro A PART OF THE WEST 1/2 OF THE SW 1/4, SECTION 35, T-2-N,R-13-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NW1/4, SW1/4, SECTION 35, T-2-N,R-13-W, PULASKI COUNTY, ARKANSAS, SAID POINT ALSO BEING THE POINT OF LIT WIDE EASEMENT FOR 11 pf 4a cia N 7'24'24"W-31.72'• THENCE S43'55'42"W-41.22'• THENCE S25'13'04"W-122.2l'; THENCE S24'49'14"W-103.15'; THENCE S34"18'13"E-49.52'; LITTLE ROCK MUNICIPAL WATER WORKS// 2`V A;` a ^' VL BEGINNING. THENCE 8 (INSTRUMENT NO 99 17357) / / / 4 � O / \ THENCE S10'39'52"W-152.20'; THENCE N87'13'54"W-321.23'; THENCE ALONG THE ARC OF A 179.48' RADIUS CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 112.41' / % / rG w ^ \� AND CHORD OF N19'14'45"E-110.58; THENCE N36'33'53"E-129.28'; THENCE ALONG THE ARC OF A 229.63' RADIUS CURVE TO THE LEFT, HAVING AN ARC LENGTH OF I40 135.77' AND CHORD OF N19'48'02"E-133.80'; THENCE NO2'46'05"E-87.66'; THENCE NO2'42'23"E-14.89'; THENCE N87'28'13"W-192.94'; THENCE N12'52'14"E-137.03'; CHORD=N19'48'02"E-133.80' // / / THENCE ALONG THE ARC OF A 50.00' RADIUS CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 69.17' AND CHORD OF N37'29'56"W-63.78'; THENCE RADIUS=229.63' / NO2'07'54"E-276.00'; THENCE ALONG THE ARC OF A 50.00' RADIUS CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 69.17' AND CHORD OFN41'45'43"E-63.78'; ARC LENGTH=135.77' THENCE NOB36'27"W-140.86'; THENCE S87'13'11"E-417.59' TO A POINT ON THE EAST LINE OF THE WEST 1/2 OF THE SW1/4, SECTION 35; THENCE ALONG SAID EAST LINE S02'07'54"W-660.35' BACK TO THE POINT OF BEGINNING. CONTAINING 7.9767 ACRES, MORE OR LESS. BUILDING SETBACKS: 4 / 1 FLOOD INFORMATION: � w ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NUMBER FRONT 25' / 05119CO338H, EFFECTIVE DATE JUNE 7, 2019 FOR THE CITY OF REAR 25' // �n LITTLE ROCK, A PORTION OF THIS PROPERTY FALLS WITHIN ZONE AE SIDE 10° ON ONE SIDE ro AND THE REGULATORY FLOODWAY. LR ZONE/6� h s� I 1 Z E 3 / 10 CERTIFICATE OF OWNER // / a I o ld GENERAL NOTES: / / R, c WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN ti� w 1. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED) / / / 1 AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID ri• , I OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, 2 EASEMENTS INDICATED HEREON SHALL BE USED FOR DRAINAGE AND/OR UTILITIES // ory� S // q�0 / 1S3 5 w 1 " AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS f PLAT. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. // ! o �// O ^ s0> S34' 18' 13 E-49.52' \ / / 44 4. ERROR OF CLOSURE: EXCEEDS 1:20,000 / h� / / AD WOLFSBRIDGE LE DATE OF EXECUTION 5, RADII AT STREET INTERSECTIONS ARE 25.00'; UNLESS OTHERWISE NOTED. / �o �^ / / 5326 6 / \ P.O. BOX 82 / / ' O> /� CY AR 5A5 7 6. TRACTS A, B, D, E AND F CAN BE USED FOR DRAINAGE AND UTILITIES. / / / o0 45 jy CURVE DATA TABLE CURVE NO. ARC LENGTH RADIUS CHORD C1 58.33' 262.43' N2534'43"E-58.21' C2 70.82' 260.83' N28'47"IYE-70.60' C3 48.94' 150.00' N11'28'44"E-48.73' C4 74.61' 47.50' S42'52'O6"E-67.18' CS 74.61' 47.50' S4T0T54"W-67.18" SEAR 4, / INSTRUMENT NO. 2022015140 269g FND-• °•' / ---. _ -- - .1/� REBAR _.. 'h/ _ ,�� �.S . "� N - // 9 // oo / 46 3?so, CERTIFICATE OF FINAL PLAT APPROVAL: 7 1r� 221 53 CHORD=N19'14'45"E-110.58', RADIUS=179.48' 47 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, O S3 Mw \ AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY ARC LENGTH=112.41' EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. /Cv IllllnlllllllilllllllllllllNIIIIIIIII 2022079536 i / i� / �'� 48 4S3 /s�9, o,l n I .� ,' / 260, y� _O ":. rn� rn ;o;>:.I RECORDED n-29-ton 01:aa 45 PM Il / �`S3 �Y w Oil ( Z 2 In Offiaal Records of Terri Hollingsworth CircuNCounty Clerk 260 /sB LITTLE ROCK PLANNING DATE OF EXECUTION COMMISSION PULASKI CO. AR FEE $15.00 FND 1/2/REBAR N / v^ j TRACT E �gy\/ •'e' w I / N % 7 26. 9' / 127.59'------- -- I 62.92' 8 N87' 13'54"W-231.23' / �(\ N87'2424"W-31.72' `-S43'55'42'W-4 22' I �/Y ZONE � OR �hICU FEOOOWq Y ACCESS Mq/p�HgNCB �s 51_`�Cv oil:. I. t� tl S9 ♦ t r sa i� ' IR JA: �+.f ',RLNygN _Nl rr= --' r��,i •:.i ,, v..,a r�RANIk PROJECT dc1krt �' 0, 1a / v LOCATION r r ,a¢ � it �.::s.Jw "'e r"t+,ate •.-7 'ViNSt)N CT-' t "��•4 "-• � i �)'p -. -- 10' SEWER EASEMENT CERTIFICATE OF ENGINEERING ACCURACY 1 7 / P GA s VICINITY MAP (BOOK 1045, PAGE 615) I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY jreM7ok / (1"=1000') REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING d/��q A qg °��� w L� - REQUIREMENTS OF THE LITRE ROCK SUBDIVISION RULES AND AIS8 ,, '' "GyEN HAVEN SUBDIVISION" Z - REGULATIONS HAVE BEEN COMPLIED WITH. .y p A FINAL PLAT r w" 1 a P� `AL WOUSBRIDGE AT J WHITE, JR DATE OF EXECUTION a%J I� 0.7094 �a f , » 'V'`. �C t R ZONE 10 PHASE 1 IST�ED PROFESSIONAL ENGINEER 0.70§�:Al2KANSAS_yn03 ,0` �O LOTS I-6,LOTS 21-48,BLOCR LOTS 1, 10, BLOCK 2 CERTIFICATE OF SURVEYING ACCURACY I, BENSON J. LEBOEUF, 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. ff /(- 2Z BENSONJJOHN ABOEUF DATE OF EXECUTION REGISTERED LAND SURVEYOR NO.1900, ARKANSAS `�4� • ••STATE Of•'• S V� SCALE IN FEET 40' 20' 0' 4C' 80' 120' 3:\DWG\2021\21-134B - Brookside Rezoning\FINAL PLAT\FINAL PLAT HNkSL t.dwg