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HomeMy WebLinkAboutS-0283-H Map 40 CERTIFCATE OF PREUMNARY SURVEYING ACCURALI' I, Michael Watson, hereby certify that this plot correctly represents a boundary survey made by me and all monuments shown hereon actually exist and their location, size, type and material are correctly shown and the survey of this property has been duly filed for record in the offices of the State Surveyor and the Pulaski County Circuit Clerk. Signed: N-1-a of Exec6tion Registerd Land Surveyor N,r. (357, Arkansas TRACT 1 ECUMINICAL RETIREMENT / CENTER ADDITION / A-32 REPLATTED A-829/ CERTIFICATE OF PRELINKA iY ENGINEERING ACCURACY I, Wes Lowder, hereby certify that this plot correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. fp � Signed: G - 9lo G�o'•�-` - uate o xecu ton es w er Registered Engineer No. 4943, Arkansas • 1 p F TRACT 4 ECUMINICAL RETIREMENJ CENTER ADDITION D-'/00 V LC) RSGATE ROAD EXISTING FULL WIDTH jR/WA-3z STREET IMPROVEMENTS w DO EXISTING 112 STREET N IMUD PROVEMENTS UD 00 - IPS 0 V) \ 6 g 3 e ti�4� 10 ',3�CHORD)--7 4�0 EXISTING ASPHALT PAVEMENT u CERTIFICATE OF PRELIMINARY PUT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a Preliminary Plat have been fulfilled, approval of this plat is hereby granted, subject to further provisions of said Rules and Regulations. This Certificate shall expire Signed: DateT�lon iL"Rle RocT( Planning Commision IPF - __ S02`20'S1"W _ - - _ 245.50' IPF - or ECUMINICAL RETIREMENT FOUNDATION INC. r 521205 �O'� ■ � IPF 1 �, 2J SSMH TOP OF RIM EL=356.70 8" E IN N.E.=349.53 8" E OUT SOUTH 349.45 do-' SSMH TOP OF RIM EL.=346.39 ~� 6" E IN N.E.=337.64��� 10" STUB -OUT E IN N.W.=337.31 10" E OUT SOUTH=337.18 POWER POLE X�P W/ GUY WIRES 10" 41 �J S^ �R PROPOSED SEWER MAIN EX'ENSION W/EASEMENT a u PROPERTY LINE CURVE DATA Z AS 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' A DELTA 49'43'37" DELTA 3T27'07" 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' DELTA 33'29'47" DELTA 31'08'59" _ TANGENT 62.15' TANGENT 9.26' 0 ��r RADIUS 206.52' RADIUS 320,00' r/. ARC 120,73' ARC 18.52' CHORD 119,02' CHORD 18.52' • IPF Pam' ,x'tr C7X , S � lob a2 UNPLATTED �� �9 r7i y a SO .r u . ACj 0) 3 S7B Nx C, - O-x 1� - P - to ' �Q. 5 a0 �� �� 358. 02 � XR C� X - T GS o'' 0 360 - 354.62- x�0 00j �x �x g80 j to P © _ - a3 _ 35 2_- 20.00' WATER EASEMENT " i�x 0 INSTRUMENT N0. 91-02755 ��e'-f �_ -- ` -Y�-fi.94--KC"` _ _ a - 0 15 � --- - -- 36 lf� ``-37 x a'. 0 5 a a 3 IFS 368.68 >1° 96'\\ O 0 00 -- �P.. 1 I \ P "� L/ / 3 -"• �-' __'�.��- 1 '� W 8%9. / i _ a o -_ 5 . h?N a� o \ a` �2 X a° a`� ------ - �'1 c ap IPS 6 cr a VICINITY MAP �. 3 x x 1 NTS -1� S8T443�1 a x f �� 4' /iv ��`0 -- - - _ --_ �6P. seal aaP. of 2 ,p x x = - _:'<'-A=i4 SQz '21 W� k IP 0a 0 IP x 4�� P I"'\-`:. h ��ja° �� \`' �0 \ A� �� n \ Q �00 as .' c37 0 x-ag 90n \ p 6• Z2 _PS FS _ LOT 5 010=7.54 c oo'; a . 6rll / CJ 1Q=,1 .9� CFS 's"I%.. \I ��' 1� 1>' -- ---- ---.. _.. A 62 AC 1. WATER SOURCE: ' b l As-0.74 AG, 90 -s - A�, - �� _ t;' _. 2. 1 A£RE.S f , N0721'21 E 3V5.10' '- - - �� �_'',�r _ D FI8 - ZONE MF 12 TO M �X _ - x ia„ b p- �P N Q L ' n J IGc ` \ \� 0 �� P U . WASTEWATER SOURCE SBT38 54 E 60.00 a x „�� \ IP � t7 x .�- � `9p � `� - _-- -- -- "� I 5 LJ SEWER MAIN EX TENSION 6' HIGH CHAIN LINK FENCE 14V \ GIS UMENT) 0' � � ' C` � �'r � TO EXISTING L.R.W.VJ. MAIN T.B.M. ?`�4 \ 4J /a0 as. o X a�.\ a� 01' - �h O TOP OF I.P. EL=387.87 4.72. Q \ Gx sib 4 ,390 aa. o �� A _ N6[4s'-�pE .55' �� 2a`, ----. 375 93 w PROPOSED R/W DEDICATION , (C�� aa 2s1.381 ACRES X 0 x<P �¢ L PROPERTY DESCRIPTION ALDERSGATE CAMP �� \ 20.00' WATER EASEMENT ` a BASIS OF BEARINGS: p INSTRUMENT NO. 91-02755 �a �� N rr� Part of the Northeast 114 of the Northwest 1/4 of Section I5 and pan of the Southeast IH of 60 EXISTING \ x '`' x 3� a I Southwest 1/4 of Section 10 all in Townshi I North, Range 13 West, Little Rock, Pulaski County, Z a °� V P A G I S COORDINATE SYSTEM Arkansas being more pvt a Iarly described as follows g '�' 12°WATERLINE f9 \� \ x ti a n a a X 2° "_ o ` r�� `°' ° . p 60 30 0 60 120 Stantng ;st the Southwest comer of the Northeast 1/4 of the Northwest 1/4 of said Section 15, thence a V: \ �9 ''.��' 1 373S70 North SS'42 34" East along the South tine of the said Northeast 1/4 of the Northwest 1/4 a distance 3 IM, N l� I "°1 SCALE: 1 • =60r of 7i) 14 rn the POINT OF BEGINNING: thence North 02°2140" East 617.26 feet to a point on \ \ \ \ ) / the pror"ed Westerly right-of-way line of Aldersgate Road, thence along said proposed Westerly (n 25 BUILDING LINE m 0107= 5.84 f FS n o6wav brie along a arve to the Idt having a radius of 720. W feel, an arc ten A=r. D 3 ACC 8hl g' rig g1" of t along feet I 1 , and a chord which bean North 45042'21" Esst 439. U feet; thence North 02°21'2I" East stun the 0 � .Q�' TO BE � USED FOR ALDERSGATE AD ��� °1 11proposed R�caterly nght-of-way line 375 10 feet, thence along the proposed Westerly right-of-way �isr � \\ �, � A DESCRIBED iN INSTRUMENT NO. 8 33011 � aa" a ' tr « t ND.4943 TX ATtTUN NO. W ' '�'''rrunuttsssasx`�x as ���� n: P LL1 / N18'02'13" E J 119.02' (CHORD) line alonga curve to then t having a radius of 206 5" feet, an are length of 120.73 feet and a right 8 8 chord which hears North I8.02'13" West 11902 feet; thence North 34.47'06" East along the �OI .ca ` °• qa ° a / - �i X 1 r a� a� TB CONCRETE MONUMENT Proposed Westerly nghtof•way line 21092 feet oapoirn on the end of misting Aldersgate Road J ;'.- x n - x o 0 °° 1� 367. 12 p a (60' R/W Dedication) as recorded in Book A, Page 32, thence South 55' 12'54" East 30.00 feet to a ; -' j�'-"-" --- -- 0�--- --- _ -� _ - - - " x .'G r''• TB a point Q10=1.99 CFS r _ _ - po urmig centerline of Akleni ate Road a recorded in Book D, P 700, thence South - r'�a - � - - - ` .n, _` r_ 34.47V6" West along said existing centerline 211 25 feet, thence along said existing centerline oil A=0.74 AC Il, �' '� - COD - 3b1T�,. 13 a curve to the left having a radius of 176 52 feet, an are length of 103.44 feel and a chord which x �' x a 1a a .a _ N ,�foZ ben South 17'53'34" West 101.97 feet, thence South 02.21'21" West along said =sting centerline `J 1 - �a 2 x a x N° - -,10 O `a OE 361 TB T 25 • 130.OI fed ro a point on the of axisunpgoA�ld �tghtof-w-want f Aldengate Road a 0 a r5 /. - 1a 'r9 f S8T36'28' E I �° ° a h0 '� o �p 87.4 V34" East 30 00 fee m a point on the r a rL -- 41 .50 then" South 02.21'21 West along the proposed Eastarly right-of-way line 254 11 feet; thence Ms aloe the m Easterly ri tof-wa line on a curve to the left having a radius of 390 00 fan, S LO9 IPS ( OPOSED PAG I S MONUMENT) /' g proposed y gh y g S89' 18' 38" E P_ CENTERLINE OF an are length of 248 39 feet and a chord which bears South 21'06'l6" West 243.99 feel, thence 18.52' (CHORD) '- - - - - �L -' SAN. SEWER EAS MENT / �/ � �ra SE 3 �? South 88.55'12°Ent 187. 72 feet thence South 02.21'40" West 67971 fed to a point on the Said IPS I T, �,� N0721'4.0" - �� 3- • / MINT OF BEGINNING Satr lineofthe NanhattR W of the Nurlhwed I M,, thence South U942'34• Weal along said $olti I �`o ''� �'?<. c 7 . 13 0, P _ HM471,64 fed to the YOIIIT OF B�GINMG ao�idy S.1% anw, awe or less. � , -_ _ 557, � � 59 % � I I PIS •..6,E3 '41'29"E I -- 51 .49' �NW CORNER - - -- - a NE 1/4 NW 1/4 SO-). ? '04" W 695.24' - �` / �' / of ! SW CORNER SECTION 15 `9 9 - - / r ,, _ � a� NE 1/4 NW 1/4 �') NO2':_ 1 '4C)'''E T-1-N, R-13-W u7 t i � �,/ IPF SECTION 15 LEGEND OWNER & SUBDIVIDER � I C _ --- � n ; a T T-1-N, R-13-W IPF • RON PIN FOUND ECUMINICAL RETIREMENT CENTER FOUNDATION, INC. IPF s 9s IPF BARBED 3,0 ,. I 371BO, T-B.M. TOP OF I.P. EL=370.12 (SOURCE OF TITLE' INSTRUMENT NO. 94-84579) FENCE aX LITTLE ROD,CPLR,4Pll''' Pc_- 0 5/8" REBAR SET T.B•M,a� TOP OF I P EL-387 43 <o�l' (IOMM SI01v pt�fa- rJ THE MEHLBURGER FIRM Arcan eels- dealuems-Su�eNn 201 South bard ❑ Little Rock, AR 72201 0 5a l/375-5331 DSCN DR RWH CHK MHJ APVD BMW - BY: rf OAS DATE: 19-96 ADDED 20' SAN. SEWER EASEMENT AND RECORDING INFO. DEG BMW pQ tU1 �3C� OD [ DOD C5'�JfulQGfl4� WERDIFY SCALE PRELIMINARY 01 AT OF SHEET ?8-96 ADCED UTILITY INFO AND ZONING CHANGE N0. DATE REWSION BAR IS ONE INCH ON PART OF THE NE 1 /4 NW 1 /4, SECTION 15 DEG BMW THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0R101N'L DRAWING.' AND THE SE 1/4 SW 1/4, SECTION 10 IS THE PROPERTY OF THE MEHLBURGER FIRM O�1 NOT T-1 -N, R-13-W, LITTLE ROCK AND IS NOT TO BE USED IN ANY OTHER DESIGN IF ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS BY APVD THE MEHLBURGER FIRM I SCALES ACCORDINGLY. LOT V", E.R.C. ADDITION NO. DATE 6-06-96 AND PROPOSED ALDERSGATE ROAD NROOJ 295-182 A. B U