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HomeMy WebLinkAboutS-0283-G Map 22 I 3 I 4 I CERTIFICATE OF PRELMINARY SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY CERTIFICATE OF PRELMINARY PLAT APPROVAL I, Michael Watson, hereby certify that this plat correctly represents I, Wes Lowder, herebycertifythat this lot correct represents a lot a boundary survey made by me and all monuments shown hereon actually p y P P All requirements n the Little Rock Subdivision Rules and Regulations relative to exist and their location, size, type and material are correctly shown and the made by m e and that engineering requirements of the Little Rock Subdivision the preparation one submittal of a Preliminary Plat have been sadfulfilled, approval Rules and Regulations have been complied with. of this let is hereby r survey of this property has been duly filed for record in the offices of the p y granted, subject to further provisions of said Rules and State Surveyor and the Pulaski County Circuit Clerk. SignedRegulations. This Certificate shall expire : /l Signed: - -- 7 Signed: �'- a e o xecu ion es�Lowder Date o Execution Ic ae a n Registered Engineer ate o xecu wn Il IP(- Registerd Land Surveyor No. 4943, Arkansas planning Commision • No. 957, Arkansas • • IPF S02-20'51"W 245.50' IPF,. ECUMINICAL RETIREMENT FOUNDATION INC. Er SSMH TOP OF RIM EL.=356.70 i "__ 0�x e IE IN N.E.=349.53 8" E OUT SOUTH 349.45 SSMH TOP OF RIM EL.=346.39 6" E IN N.E.=337.64 `i$O 10" STUB -OUT E IN N.W.=337.31 10" E OUT SOUTH=337.18 POWER POLE ^p� W/ GUY WIRES PROPERTY LINE CURVE DATA ZN /2\ ZI DELTA 39*56'19" DELTA lS41'09' DELTA 88*43*08" TANGENT 116.28' TANGENT 50.40' TANGENT 244.47' RADIUS 320.00' RADIUS 420.00' RADIUS 250.00' ARC 223.06' ARC 100.32' ARC 387.11' CHORD 218.57' CHORD 100.08, CHORD 349.58' A 0 A DELTA 86'39'02" DELTA 25*11'40' DELTA 46'42'43" TANGENT 301.82' TANGENT 93.86' TANGENT 138.18, RADIUS 320.00' RADIUS 420.00' RADIUS 320.00' ARC 483.95' ARC 184.68' ARC 260.89' CHORD 439.13' CHORD 183.20' CHORD 253.72' A DELTA 11'30'31" DELTA 12'54'33" DELTA 25'50'54" '•, � x`�o TANGENT 42.32' TANGENT 54.30' TANGENT 110.15, RADIUS 420,00' RADIUS 480.00' RADIUS 480.00' ® �7. ARC 84.36' ARC 108.15, ARC 216.55' 515.26'43"E •IPF*Z�GY..��S CHORD 84.22' CHORD 107.92' CHORD 214.72' 107.92' 2 x �2 li rn (CHORD) N88'55'12"W 449' �p� SOT36'18"E ?�" C9�� DELTA 25'37'54" DELTA 34'25'15" DELTA 3425'15" 61 .08' 100.08' (CHORD) �. ' h350� TANGENT 95.54' TANGENT 59.22' TANGENT 63.97' RADIUS 420.00' RADIUS 191.17' RADIUS 206.52' GS x tit ARC 187.89' ARC 114.85' ARC 124.07' 53.78 WI S16'12'08"E \� x O �. x 20 �0 h -� p CHORD 186.33, CHORD 113.13' CHORD 122.21' J �Y , /�`O ,�0�> <o" ��.; -�O ..584 ;x.... '8'C� P ° to (CHORD) C L- Q.� ,a 84.22 TEMPO RY ' x. 4� X °0 D -SAC ° �`' c>�� �a� 3�02 �. 4 r7I - G S \� ?� �p� �x Cr ,�1 360 354.62 - \ 3 4Co' DELTA ®1T15'25" PROPOSED ALDERSGATE ROAD CO, �x pL50' _ (60' RIGHT-OF-WAY) nl h °X i ` RADIUS �2' ,' J\ _._._ -- - b0 ' 5 ; O" x p� \ TANGENT 48.32' - x \ 1.003 ACRES t - GyX- 3-- -------- moo` a w+olus a5o.00 p z �. h - " �h `\ 350 EXISTING 112 STREET r ° -� �°P:._-.. _-- - --- G5 �- _ cry 2 CHORD ss.oa' S55' 12'54" E 20.00' WATER EASEMENT 3g0' A- --�, - \ ii?E_.ARC 30.00' / INSTRUMENT N0. 91-02755 ��°- �� q10= 6.46 CFS- �i! _.. 360. 15 ,�'• x ° IMPROVEMENTS - 5 _ - - - __- _ A - �� - - 9 N10'12'48"W t �0�'. `��0 37 --_ �� �- °5 0 - -- _ -- °x �, o �6 0� ..- l�h`'. 2.3 n 214.72' CHORD 1 x 'v �ti v X q �.eg_ __ s>x Gs, x _ h _ Q� 510"2 '50" (CHORD) °x i6° Ps y 3 8.68 x p r1 v 0 ` 0'�g o0' x \° -� SCo� �0 DELTA �25'14'3T S1 T34'29"W PS 502.21.43 . g TANGENT 100.76' 113.113' (CHORD) 186.33� (CHORD) b0�'j 2 c ,� -- �. ._ 157.88 - IPs ��o��.-- �. _ x 0� „_„_- -__ x � RADIUS 450.00 P 2 4' P --/ s C� 0 3 ARC 198.25' EXISTING ASPHALT PAVEMENT �� � 60 -� I � `` � _. c, � -_ , CHORD 196.65' O �? G U 1 I e 2 tij' 0 `T O, - x ti 0 7 - J L r. �` O � O , x !h 5 , .co p - , - _ -1 x u 'C x Lp ti - _ o F -i N98.6 0 ORD �I 20 0 51 � �, \ I --_S�31�4-E M--20 _ _ ��. U� .gyp v �20,._,- xp ` "". �Ox 1ti i O� x 010=�5 GFS - yW x 0 i' Oar ^� A I ,p 8T,' 6'28" ¢�r - ,, `'. u-11 1. :, '�----__-,���. ,gym°. .�' ,�0 p _ -- ,A ° NZ r IP 52 g 0 9 - x 9- �0 rL1 G 5b' O t z9 . 01 nj '�. ��� ,.l 1� ` • , p I nj. ,, uL,..-`� `... -4- ., 3 ° Nacr.e5' a 3° . .0 n+ N N 15J4�i 54 E o a c x\ 7 0 3 � i 1R 96.08'/ (CHORD) m 0 LOT �0I 2 - - PF }�- 0 p' - -- _ TOTAL ACREAGE �s �, w a "•Et4j -- - i 0 10 = 1.99 CFS 7.. n ' S - -- oa' , 22.78' A = 74 G �' 6.362 A E S __ - \ , a �L -- _ _ -- _:_ - x : n g a N1T34'29"E \ \ PF �' ,� \ \ �� w1 W 122.21 ) v x 1a - - v� � Bp (CHORD) S8T38 54 E 6$.20 _ �- x p 6' HIGH CHAIN LINK FENCE /F♦/ - _- u�' �0 j C m s T,B.M• 2.g'' ;,..a -"\ �I _ _.coo' n, 390 0°' ���`..... TOP OF I P. EL=387.87 •� \ o0GS 2'F� y I 375.93 y ?S \ O ZLOT 2 rX p `' �� �x PROPERTY DESCRIPTION �3: \ zi�?/24"873 ACRES f \ 0 ox Part of the Northeast 1/4 of the Northwest 1/4 of Section 15, Township 1 North, Range 13 West, \ ``:\ - �°u' V C O x 0� I'° d •r. Little Rock, Pulaski County, Arkansas being more particularly described as follows: 10� IPc r10p tax ,�, • \t e °g Ru F ` / 20,00' WATER EASEMENT as n Starting at the Southwest corner of said Northeast 1/4 of the Northwest 1/4; thence North \` IRS \ INSTRUMENT NO. 91 -02755 h f� (� 4, • , g VAN9Ea � 02°21'40" East along the West line of said Northeast 1/4 of the Northwest 1/4 a distance of i \ \`., \ X�4 l� �X cN. L)c�r.o°r"a 200.00 feet; thence South 88055' l2" East 70.00 feet to the POINT OF BEGINNING; thence North 02°'21'47" East 420.16 feet to a point on the Northerly side of a parcel of land described i ° t•'kn ,_�`� ! x I 6' . �:' 00 ! !.' /�% �. 60 30 0 60 120 in Instrument No. 87-33011 to be used for Aldersgate Road; thence along said Northerly side of ' ��• ` x 1ti i 41"k.�--GS 'x 4j~' THIS PROJECT m said parcel on a curve to the left having a radius of 320.00 feet, an arc length of 483.95 fee[ and `yS I l� p �^ -�, 373. 7.© 1''• e, g "' a chord which bears North 45"42'21" East 439.13 feet; thence South 87°38'54" East 68.20 feet; 0 010'= 2.72 CFS jf �!� c,Na" c*J SCALE 1'=60' zoNED O 3 A = .99 Ac ! f" thence North 21 °04'48" West 43.03 feet; thence along a curve to the right having a radius of Q (A \ ,r� / 480.00 feet, an arc length of 216.55 feet and a chord which bears North 10 12'48' West 214.72 fee[; thence North 00"21'51" East 122.78; thence along a curve to the right having a radius of �� ! \ \� 3 .00' TO BE USED FOR ALDERSGATE AD �0�. O� ,`0 tt� p %� �� �` , 's' m A DESCRIBED N INSTRUMENT NO. 8 33011 0 x ° OWNER & SUBDIVIDER, 206.52 feet, an arc length of 124.07 feet, and a chord which bears North 17034'29" East 122.21 0 0 t; • O t' " feet; thence North 34047'06" East 210.92 feet to a point on the Westerly right-of-way line of �O �-� ` ` Qr 0 "�0 l3 �0 c 'fix 1ti "i �'� _ CONCRETE MONUMENT Aldersgate Road (60' R/W); thence South 55012'54" East 30.00 feet to the centerline of said J ;.� - -a h° 0 Alv - : f�0 Np CO 0 TB;' 'l b' � 0 l 367. 12 Aldersgate Road right-of-way as platted n Book D, Page 700; thence South 34°47'06" West along 1 , i �A� �,1-------- - �-- -"" > o` l.- { x C ` 372_'78 0 �a1��ii�•t•..� Q10-1.21CFS� 0 --- �'" - _ 2 �- TB ECUMINICAL RETIREMENT FOUNDATION INC. t A r e p'• said centerline 206.38 feet; thence along said centerline on a curve to the left having a radius of �0 0� 11 >• 191.17 feet, an arc length of 114.85 feet and a chord which bears South 17034'29" West 113.13 A = . 44 Ac ARK AS o x. < �I - 13 �1 feet; thence South 00°21'51" West along said centerline 122.27 feet; thence South 87°36'28" East �� 00 �0 p0 _ I ' >O�I �o T6 TOE 29.87 feet to the End of said road right-of-way; thence along a curve to the left having a radius ALDERSGATE CAMP - I 0°j o, ��;`0x 0° - `��� 1 __ 'b�- _' "> 361. 25 REGISTERED ; S87'36'28 E of 420.00 feet, an arc°length of 187.89 feet and a chord which bears South l0°27'50" East 186.33 I '�0 SaQ a� 2�°' ° x PROFESSIONAL � 41 . SO' feet; thence South 21 04'48" East 204.22 feet; thence along a curve to the right having a radius I I- � 0 \0' �. 7t do ENGINEER � of 480.00 feet, an arc length of 108.15 feet, and a chord which bears South 15°26'43" East S _ _ I �1 r'� 6� ri0.4.3 /1 NW CORNER 107.92 feet; thence North 88°55'12" West 6L08 feet; thence along a curve to [he right having c NO2•2.�,47rE -�� IP POI Q�;I BE1NNI r,' - 11� NE 1/4, NW 1 4 a radius of 420.00 feet, an arc length of 100.32 feet, and a chord which bears South 03°36' 18" , O/� I East 100.08 feet; thence South 02 21'40" West 157.88 feet; thence along a curve to the right d-hI 00 �.� .�� 0 6� .r,>'S� p� .x O , LOW I 8x x ti x +.�rrAirA having a radius of 250.00 feet, an arc length of 387.11 feet, and a chord which bears South 0 0 0' ! S OO N • ' 0� 1 4fr°43'l4"�1est 349 58 Seel, the North 88°55'12" West 226.34 feet to the POINT OF �` ,�IQ� �x h� BEGINNING containing 6.362 acres more or less. - - -- -- _.Ln S02'21 04"W -- -- - `,``, ,,T ,, __ _ _ 4 �Q'0, 695.24' ;r,29.99 --- _ _ 391.15' I' R �n•]I -- •- � I' �, NE 1C04 NW 1 / - - --- IPF" ..- -o,: SECTION 15 ••BTwTSOH••. LEGEND _ c NG2'21'4G„E -y -- ABBANeA9 • x x- " �a.oD T-1-N, R-13-W N. 94t •S�' ' IPF �- 371807 T B M TOP OF I.P. EL=370.12 • ., _ IPF • IRON PIN FOUND 29.98' IPF BARBED % 3j0 0� • _ c IRE FENCE I �, � _ �,� IP o 5/8 REBAR ET �� gl cxx 2 ax n' h p /i' ••• •••� M1`: TOP OF I.P. EL=387.43 O x ° r� kp00 0^0 \�1x p 1� n1 ' o Pff IS O ffiCALE NCH n �E DSG G�GM�G O@ DU0 CM[u]C�GN]T!'� BAR I$ ONE INCH ON PART OF THE NE 1/4 NW 1/4, D. PRELIMINARY PLAT OF SHEET MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL LOTS oc. 2 E.R.C. SUBDIVISION NO, FIRM RWH HEREIN, AS A PRODUCT OF DESIGN SERVICES, SECTION 15, T-1 -N, R-13-W DWG IS THE PROPERTY OF THE MEHLBURGER FIRM LITTLE ROCK ' nronla c1a_L•emeere-svrvero+* CHK MHJ AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON DATE 9-22-95 WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY ARKANSAS AND PROPOSED ALDERSGATE ROAD PROJ 201 South Izard o Little Rock, AR 72201 0 501/375-5331 APVD BMW SCALES ACCORDINGLY. N0. DATE REVISION BY APVD THE MEHLBURGER FIRM ' III NO 295-182 A U