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Home My WebLink AboutS-0283-I Map 4I CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF ENGINEERING ACCURACY q y y P I, / 12 /' � � , do hereby certify that this plat I, /� itN 8L A7Sor� hereby certify that this plot � �.5 correctly represents a boundary survey made or verified by me, correctly represents a plan made by me, and that the engineering all monuments required actually exist and are correctly shown requirements of the Little Rock Subdivision Rules and hereon and that all surveying requirements of the Little Rock Regulations have been complied with. Subdivision Rules and Regulations have been complied with. 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 Regulation. CERTIFICATE OF RECORDING This document, number record 19 in Plat Page CERTIFICATE OF OWNER filed for We, the undersigned, Owner 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. // J IPF Signature ' - / -1� - V7 (/f/ i our Date of Execution L.R. Planning Commission zz_/G Date of Execution Wes Lowder - Date of Execution Date of Execution Michael Wats n Registered Professional Registered Professional Engineer No, = 66 2-- ; f S7 Land Surveyor No. 2,r Arkansas 21 - 'p /° Name Clerk Arkansas 0 IPF IPF S02°20'51"W IPFr,_ �Q, ® _._ 245.50' �2 _- - - - s TRACT 1 ECUMINICAL RETIREMENT FOUNDATION INC. PROPERTY LINE CURVE DATA ECUMINICAL RETIREMENT 0 CENTER ADDITION 1\ d Q A-32 REPLATTED A-829! DELTA 39*56'19" DELTA 86'39'02" DELTA 4642'43" TANGENT 116.28' TANGENT 301,82' TANGENT 138.18' OIPF TRACT 4 RADIUS 320.00' RADIUS 320.00' RADIUS 320.00' �S2 ECUMINICAL RETIREMENT CENTER ADDITION ° ARC 223.06' ARC 483.95' ARC 260.89' 449' i UNPLATTED �' CHORD 218.57' CHORD 439.13' CHORD 253.72' D-i700 M w Source of Title: A WI DELTA 49'43'37" DELTA 37'27'07" DELTA 17'53'34" <> TANGENT 176.10' TANGENT 128.81' TANGENT 53.25' 3 u7 RADIUS 380.00, RADIUS 380.00, RADIUS 176.52: N 144289.95 L0 W j ARC 329.80' ARC 248.39' ARC 103.44 ALDERSGATE ROAD, E 1195534.41 CHORD 319.55' CHORD 243.99' CHORD 101.97' R;w A-32,f EXISTING FULL WIDTH 00I STREET IMPROVEMENTS w i DELTA 33'29'47" DELTA 31'08'59" \y C<t TANGENT 62.15' TANGENT 9.26' IPF EXISTING 1 /2 STREET p RADIUS 206,52' RADIUS 320.00' IMPROVEMENTS r ARC 120.73' ARC 18.52' CHORD 119.02' CHORD 18.52' ti O 00 00 ,Ps 20.00' WATER EASEMENT =s _ i INSTRUMENT NO. 91-02755 '3 N 1 44019.41 I -' - ' - - . _ _ , S02.21'40"W 679.71 ti3g�a JJ' 4CORD, E 1 195382.57 N 143888.30 -- • - --- . _ E 1195407.20 1 ' N 14 4T2:24 , -- - ' - - • � �\ N 1441 16.45 EXISTING ASPHALT PAVEMENT " E 1195496.96 _ i=s N 144307.066F\ 1195413.90 �,a`G 30 00� 34 E WI N 142733.10 5�� N 143643.40 I N E 1195468.95 E 1195509.77 2 a I �QPP� N 143889.51 E 1195397.1 2 I ��h 195377.22 ,� ?� •9 .. Ps P� E 1S02.21 21 "W 245.11 Ps 10°.-° �� [PSaol I TTTTTTTTT�CT 5 'N� Ps o S?�� • � N �' Is' UT�LY YERMeNT ENTE 1.382 ACRES t N 144133.83 `� o Ps 60,oD' IPF�-- I \6'�S \ , C z�y� / �� E 11953809,44 a 30:00' i / � *W ZONED 0-3 �M� I. -. I -- - �� Y..�• -24,39 r( �(CJ Q » / PS NO2'21 �1'E 375.1T IPF M \ \ N 143415.77 I N 18'02 13 E J » - E 1 195309.27 119.02' (CHORD) S8738 4 E 60.00 N 144020.66 N 143645.88 H2� \ \ W IPs E 1195352.59 E 1195337.17 ,�� , \ \ N uR TOTAL ACREAGE IN PLAT \ ? F ?sue \ ,'�, �,�,` N64'41'38"E 319.55' 8.196 ACRES ± _,Sy rs R W DEDICATI N 'LA 5� \ (CHORD) I I� 0 1.382 ACRES f Ste? \ (Cyo �- PROPERTY DESCRIPTION ALDERSGATE CAMP �i. IPS ' 20.00 WATER EASEMENT M O Part of the Northeast 1/4 of the Northwest 1/4 of Section 15 and part of the Southeast 1/4 of the �\ N 1 4341 7.33 \ INSTRUMENT NO. 91-02755 N Southwest 1 4 of Section 10 all in Township 1 North, Range 13 We t, Little Rock, Pulaski Count IL BASIS OF BEARINGS: / P 9 y' \ E 1195226.99 2 , aJ ' Arkanuas being more particularly described as follows: R�\ �\Z /d' L CO PAGIS COORDINATE SYSTEM W Stating at the Southwest corner of the Northeast 1/4 of the North est 1/4 of said Section 15; thence �' \ \ \ 5 i ~` �0 North 88'42'34" East along the South line of the said Northeast 1 of the Northwest 1/4 a distance �\ 00 of 70,14 feet to the POINT OF BEGINNING; thence North 02'21'40" ast 617.26 feet to a point •,�� ' on tha proposed Westerly right-of-way line of Aldersgate Road; the ce along said proposed Westerly 60 30 0 60 120 c , right-of-way line along a curve to the left having a radius of 320 00 feet, an arc length of 483.95 feet n and c chord which bears North 45'42'21" East 439.13 feet; thence North 02'21'21" East along the SCALE, 1'=60' [" proposed Westerly right-of-way line 375.10 feet; thence along the roposed Westerly right-of-way 00 line along a curve to the right having a radius of 2D6.52 feet, on arc length of 120.73 feet and a chordLn 00 TO BE USED FOR ALDERSGATE ROAD I which bears North 18'02'13 East 119.02 feet; thence North 34'47 6" East along the proposed L,\% QcD \� A DESCRIBED IN INSTRUMENT N0. 87-33011 Westeiiy right-of-way line 210.92 feet to a point on the end of a fisting Aldersgate Road (60' R/W "7 � I CLOSURE 1 / 169 616 Dedicution) as recorded in Book A, Page 32; thence South 55'12' East 30.00 feet to a point on \\\ the existing centerline of Aideregate Road as recorded in Book D, age 700; thence South 34'47'06" OJ\ • `' West along said existing centerline 211.25 feet; thence along said existing centerline on a curve to \ �\ the left having a radius of 176.52 feet, an arc length of 103.44 set and a chord which bears South 17'53'34" West 101.97 feet; thence South 02021'21 West along id existing centerline 130.01 feet N ,#OS(ATEp�f3 a ;,feet on the end of existpropAled Eat Roa9 (30' R/ y Ii anon); th9ence South hence 34' East N 1 43339.22 \ �O)l 30.00feet to a fief on the ro osed Easter) ri ht-of-wa li Alders ate Road; thence South t \ �) 02*21'21• West along the proposed Easterly right-of-way tin feet; thence along the proposed E 1195022.86 \ - I ++1 ARK A$ > a Easterly right-of-way line on a curve to the right having a ro i of 380.00 feet, an arc length of I I 248.33 feet and a chord which bears South 21'O6'16" West 243.99 feet; thence South 88'55'12" East ® \\ \.. N 1 43279.1 3 ONCRETE MONUMENT 187.72 feet; thence South 02.21'40" West 579.71 feet to a point on the said South line of the E 1 195020.38 N 142722.48 y ROFA E a Northoast 1/4 of the Northwest 1/4; thence South 88'42'34 West along said South line 471.64 feet 60 09, ROF to thr POINT OF BEGINNING containing 8.196 acres, more or less. S89' 1 8'38"E IPS f� _ 557.17' E 1194997.43 ` Z4 GEG I NEER AA S87°36'28"E 2� s. // \Xz 18,52' (CHORD) Ps - - * ,► �� 41.50' Ps I I NO2 21'40 617.26' NO 4943 �+ +, I G �'� I IPS '� 1�M►V':�� -- -- SH7°41')9"F_ - - 51 .49' NW CORNER NE 1 /4, NW 1 /4 695.24' - _.__ PF _.._ ____ __ on SW CORNER pntuurrrrr - ��.�`` Si 15 2,9.99 NO2°21 '40"E 59 7 . 15 - IPF 1 4 NW 1 /4 �. �.. T--1-N R-13-W o ` ATE OF% '• LEGEND - - - SECT oN 15 t _ rlvfe , h!o �a�^7- F . c P ' T-1 -N, R-13-W Signature ECUMINICAL RETIREMENT CENTER FOUNDATION, INC. Name 2701 ALDERSGATE ROAD Address LITTLE ROCK. AR. 72205 94-84579 fld�i on0.1 �Aservteh� ft�4;,e_d( 6 WIST Co. Fei+ertie�t iieeuiral � �.,y.._. _ LITTLE ROCK MUNICIPAL WATEER WORKS PLANS AP PRC'iED EASEMENTAPPRCVED EA; :Ni[NT REQUIRED -- DATE BY I.E1 0 ADDITIONAL EA$EI�FNT$ REAM p I ADDITIONAL EMENTS ARE REQUIRED AS SH BY % L- D``ATE: ARKLA EASEMENT APPROVED EASEMENTREOWRF. DATE`f,,J,�fi0Il � �� POINT OF BEGINNING • ARKAN8A8 • d a �c r .. -ram l %IPF '�- 1� N0. IPF -* IRON PIN FOUND IPF :ate �,; � IPS O 5/8" REBAR SET /'/ood /vsrre*�c /Zc1�e �zP �So/8/-Oolc3 � ® ® THE MEHLBURGER FIRM DSGN nl� lU1 @g @IF F2 @C�MGaIL�MV@ THE PLANS AND SPECIFIC A'iIONS INCORPORATED HEREIN, HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM f SCALE BAARR IS S ONE INCH ON ORIGINAL DRAWING. °�1' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PART OF THE NE 1/4 NW 1/4, SECTION 15 AND PART OF THE SE 1 /4 SW 1 /4, SECTION 10, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS F FINAL PLAT OF TRACT 5 ECUMINICIAL RETIREMENT CENTER ADDITION AND PROPOSED ALDERSGATE ROAD SHEET DR DWG NO. 17- DATE 1-13-97 -5 APVD ��.71,/ NO. DATE REVISION BY APVD PROJ 84 N0. -1 201 South Im d ❑ Little Rock, AR 72201 0 50-- - A C C D U