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S-0283-I Map 3
3 4 I 6 CERTIFICATE OF SURVEYING ACCURACY 1, )"7'5v-1 , 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. ? 97 Date of Execution Michael Wat ,n Registered Professional Land Surveyor No. 9xl? CERTIFICATE OF ENGINEERING ACCURACY do hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. 1-97 Date of Execution Wes Lowd r Registered Professional Engineer No. Arkansas Arkansas IPF / 1 TRACT 1 ECUMINICAL RETIREMENT / CENTER ADDITION / A-32 REPLATTED A-829 / TRACT 4 / ECUMINICAL RETIREMENT CENTER ADDITION D-700 N 144289.95 Ln ALDERSGATE ROAD / E 1195534.41 0 R/W A-32/ EXISTING FULL WIDTH STREET IMPROVEMENTS I w 00 EXISTING 1 /2 STREET "I IMPROVEMENTS M fPS 100 0 CERTIFICATE OF FINAL AP''RCVA 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. This d record Page �G�� IPF - Date of ExecutioL.R. anning Commission / N 41 F _ S02*20'51 "W ECUMINICAL RETIREMENT FOUNDATION INC. UNPLATTED 00 r\ to, Rr, 245.50' PROPERTY LINE CURVE DATA d 0 DELTA 39'56'19" DELTA 86.39'02" DELTA 46'42'43" TANGENT 116.28' TANGENT 301.82' TANGENT 138.18' RADIUS 320.00' RADIUS 320.00' RADIUS 320.00' ARC 223.06' ARC 483.95' ARC 260.89' CHORD 218.57' CHORD 439.13' CHORD 253.72' 0 DELTA 49'43'37" DELTA 37.27'07" DELTA 1T53'34" TANGENT 176.10' TANGENT 128.81' TANGENT 53.25' RADIUS 380.00' RADIUS 380.00' RADIUS 176.52' ARC 329.80' ARC 248.39' ARC 103.44' CHORD 319.55' CHORD 243.99' CHORD 101.97' e ® DELTA 33'29'47" DELTA 31.08,59" TANGENT 62.15' TANGENT 9.26' RADIUS 206.52' RADIUS 320.00' ARC 120.73' ARC 18.52' CERTIFICATE OF RECORDING number �a 87 `� 7 19 in Plat filed for CAROLYN STALEY# Circuit County Clerk & Recorder A� ,,..T••••.r..�lerk o,,Re� 1 1 H 4 �� •••. r,YAtfi<ANSP� `y IPF `e•'a..,.,,..<.,a 3 CERTIFICATE OF OWNER 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 lot. h z/y1�7 A/�/det✓`4C4_1-(in Date of Execution Signature ECUMINICAL RETIREMENT CENTER FOUNDATION, INC. Name 2701 ALDERSGATE ROAD Source of Title: IPF CHORD 119.02' CHORD 18.52' tq t OI 6 91-02755 - IPs 0 rn \ g17 ;3 N 1 44019.41 I N 143888.30 I+ - - _- • -- - • _ _ S02.21 40"W 679.71- N3\ 101, CHORD) I E 1195382.57 I E 1195407.20 JJ -' - - - - - - - _ _ .L I N 143412.24 IPs v 0\ N 144116.45 1 -EXISTING ASPHALT PAVEMENT S8T4113410E I I I I E 1195496.96 - - G'' \1195413.90w N 142733.10 144307.06 F �� �, 30.00 . • \511 N 143643.40 I N 15 UTILITY EASEMENT E 1195468.95 1195509.77 \ I+P�� I N 143889.51 E 11953 97.12 ern tx ?�O\ 0 2��� E 1195377.22 I I kn.r IPs S02'21;21_'W 245.11 IPs (00 � i G+ [PS © \ ` _ . TRACT 5 i °cii EASEMENT 6.815 ACRES t o , s Ps sa.oa' I �6• ` 5' UTILITY \ ZONED 0-3 tx �� N 144133.83 30 00` IREb �\ �� E 1195389.44 10 -�C, ¢ \ \ \ _. VV G 0 Ps NTO-2'21 �1 E 375,10 \ I N 143415.7 ,. IPF �:: ':.. ' E 1 195309.27 N18.02 13 E >. -�� ``. 119.02' (CHORD) S8T38 54 E 60.00 \ r IP N 144020.66 N 143645.88 H?\ •\ "+� W 4 E 1195337.171 .�� TOTAL ACREAGE IN PLAT E 1195352.59 \ 2f N64.41'38"E 319.55' 8.196 ACRES f I� (CHORD) I I� R/W DEDICATION 0 1.382 ACRES f V�\ of PROPERTY DESCRIPTION ALDERSGATE CAMP �4 \ IPS ! ':::.'.'... n 20.00' WATER EASEMENT O Part of the Northeast 1/4 of the Northwest 1/4 of Section 15 and port of the Southeast 1/4 of the ` N 143417.33 \ INSTRUMENT N0. 91-02755 eV BASIS OF BEARINGS: �I Southwest 1/4 of Section 10 all in Township 1 North, Range 13 West, Little Rock, Pulaski County, \ E 1195226.99 2 \ \ !AD I Arkansas being more porticulody described as follows: PAGIS COORDINATE SYSTEM o\\ 00 W Starting at the Southwest corner of the Northeast 1 4 of the Northwest 1 4 of said Section 15; thence %\ �- 25' BUILDING LINE I IN / / ,� o� North 88.42'34" East along the South line of the said Northeast 1/4 of the Northwest 1/4 a distance j �. 00 of 70,14 feet to the POINT OF BEGINNING; thence North 02'21'40" East 617.26 feet to a point v%X 60 30 0 60 1c t7 on the proposed Westerly right-of-way line of Aldersgate Road; thence along said proposed Westerly \ �\ '\' Co j right-of-way line along a curve to the left having a radius of 320.00 feet, an arc length of 485.95 feet Q ` 15 UTILITY EASEMENT �"�I I~ 7 i and a chord which bears North 45'42'21" East 4 9.13 feet; thence North 02'21'21" East along the 2 \ \ '::'.':'.':'.': ::'.':: :.} SCALEI 1'=60' proposed westerly right-of-way line 375.70 feet; thence along the proposed westerly righteet any N\ �\ .00' TO BE USED FOR ALDERSGATE ROAD line along o curve to the right having o radius of 206.52 feet, an arc length of 120.73 feet and a chord 9 00 which bears North 78002'13 East 119.02 feet; thence North 34.4TO6" East along the proposed �C,(O\ 10 A DESCRIBED IN INSTRUMENT NO. 87-33011 Westerly right-of-way line 210.92 feet to a point on the end of existing Aldersgate Road (60'. R/W CLOSURE 1 /1 69616 Dedication) as recorded in Book A, Page 32; thence South 55'12'5�" East 30.00 feet to a point on "1 the existing centerline of Aldersgate Rood as recorded in Book D, Page 700; thence South 34'47'06" �J\ IWest dong 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 feet and a chord which bears South 17'53'34' West 101.97 feet; thence South 02'21'21 West along said existing centerline 130.01 feet /TE • to a point on the end of existing Aldersgate Road (30' R/W Dedication); thence South 87'41'34" East N 143339.22 �/ gSA O� 30.00 feet to a point on the proposed Easterly right-of-way line of Aldersgate Road; thence South E 1195022.86 \� +/ �. I 02.21'21' West along the proposed Easterly right-of-way line 245.11 feet; thence along the proposed \ ++ Alt" US �� Easterly right-of-way line on a curve to the right having a radius of 380.00 feet, an arc length of a i� 248.34 feet and o chord which bears South 21.06'16" West 243.99 feet; thence South 88'55'12" East 8 \\ N 143279.13 MNO.4943 *`��CONCRETE MONUMENT 18Z72 feet• thence South 02 2t' /4 west 679.7t feet to o point oa the said South line of the E 1195020.38 _ >,No heart 1/4 of the No thwest 1/4; thence South 88.42'34 West along said South line 471.64 feet 601Q9fAL ; to the POINT OF BEGINNING containing 8.196 acres, more or less.S�9' 1 g38E RS -i=. €R +iS8T36'28"E� 18.52' (CHORD) Ps I PsNO2'21'40'E 617,26++ 41.50' rOr�'+ -- - - - - - - __ S87°41'29"E .,4-,tnI 00 n 001 In I I 20.00' WATER EASEMENT I INSTRUMENT NO -_1 Address LITTLE ROCK, AR. 72205 -84579 POINT OF BEGINNING �I►.�iirri - - - - - - _ _ _ 51.49 NW CORNER - - - - S02°21'04"N/ - - - - -- . IPF NE t%4NNW 1/4 ``��1fuu►nii,,,N 1/4, NW 1/4 695.24' - 29.99 - - -- - - - -- - _ - SECTION 15 in M NO2°21 40"E 591.15` IPF SECTION 15 T 1-N R-13-W ii LEGEND - r.••�gA1A'SNOF'•.S ��I': � �v T-1-N, R-13-W IPF 29.9R IPF /it lot IPF • IRON PIN FO IPS 0 5/8" REBAR NOTE: NO PART OF THIS PLAT IS IN THE FLOOD PLAIN AS DETERMINED BY FLOOD INSURANCE RATE MAP 050181-001OE. 0 C D LITTLE ROCK PLANNING COMM SSION APPROVED BY: DATE: __ LL(0 ` THE MEHLBURGER FIRM Architects-Eogineera-Sumzon DSGN Ga3[��tJ�3[� OO C DD OC�C�JIiiILC'n14� THE PLANS AND SPECIFICATIONS INCORPORATED 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 AR ISI �V N BAR IS ONE INCH ON ORIGINAL DRAWING. D��,. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. FART 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- , LITTLE ROCK, PULASKI COUNTY, ARKANSAS FINAL PLAT OF TRACT 5 ECUMINICIAL RETIREMENT CENTER ADDITION AND ALDERSGATE ROAD SHEET N� 0 DR DATE 1 -13-97 CHK PROJ 296-184 NO. APVD NO. DATE REVISION BY APVD tot South Izard o Little Rock, AR 72201 ❑ 501/375-533t