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HomeMy WebLinkAboutS-0722-U Map 3El POINT OF 48 10 BEGINNING FOUND REBAR / 6 \19, a, 2 \ �'v PLAT BOOK E \ 4D � � �N p PAGE 515 64 28 (a Z� 5 - Q \ 2 6 5 a s 5 60, FOUND REBAR j/ 5 z 14 ems" o �� r05 �en�\ „♦.1/ _ S87'27' 0 �� lU 59` �. 9 E 161,rj5 FOUND REBAR FOUND R R / ^ \ 3' / W� / o 7.5�EASEtAENT 91.52.22" rry rn qa n / 66.89' % 94.66 i to g- L o _ V O o i � C) - , � 30 Q Cal �h 8 1� o n� / Irn �` / O S 27 " \ '\° o / 10' EASEMENT N 13 o v mod' 00 „� �' ry.e �� 31 04 FOUND RE BA 1^0 \ / -,S 4b o ~' O 44$'ao43.. �� / 92>s' �/1„O `\"' 3300 37.54' N \ r�l �4 O m ��, p "V cn 17j� /s r" ti CO S3°� �5' a 5'°.�0� FOUND REBAR 00 Aryh �� f 3g /i \ s 32Ia 43 -h3/ 68 of /�� o��° o',� Id 3 LIJ 00 I� I \�)1 77, 9 • O^ Z , ` 15' EASEMENT.% / 1 t�•°l ��, \ \ `9' I to 4 f w 12 o O Q y ' 85. p0, \ 44.25' ;a \ M F FOUND REBAR ze Z0•• o '43" \ / 35 r-� SS`as4 o C� m. 33 MINIMUM Q ! 10^J ELEV. 369.0 0 J I I I O\ `° 34 10' EASEMENT ( �• _�(}- }, f-10' EASEMENT to O \ \ 971259� MMAANH .PE3 f RiM t N� j,, ^� -\2Q !//�..,:10, EASEMENT ,7E'54 FOUND REBAR 143.63' ELEV. 76.89 Al 1 \ off/ s9�9 1 o B 0 L 11 ` hor C) 10' EASEMENT- `✓' `1`Q''jrQ/a S- j °� 6S. \ \ io O 15' EASEMENT _ ,gam 5' �0's `oS 39 a \ �w 61 107.1 86*20 FOUND REBAR fir'• `� �I S 6O tlP 1 ?r 9.9 75.49 ( O MONUMENT �> ^4� / 'J- \F 40 0163-0171 \ Lro�'� X 'InL/ 72 / 81'Sy'p,1 �. 6� �.f- / 6' FOUND REBAR o\ o,Q r,, ��o. / 41 �� 42 G 9� /01) j ,:`��� 10' EASEMENT~- aka - e 73 90' 74.95' m o tiQc�e \-% 74 `.52. 5'_ 'a '� CJ� 9 100 YEAF r� G��., O� �h �3 9 00 FLOOD PLAIN y� .9,\ \ Btio- 4B- 7 it 50 25 0 50 100 LIMIT 0 C� 7579- SCALE: 1 "=50' psi•-21.76' 44 64 y - FMTNIMUM LQ LLJ CENTERLINE CURVE DArA �• °� FLOOOaR3fi4.5 zo / -77 I_I I -.78 ,- MINIMUM MINIMUM FLOOR I �-.. -N O ELEV. 363.5 62.5 � � Q 66\ � Ir . \ \• �/ 10' EASEMENT1 II PROPERTY DESCRIPTION Part of the Northeast 1 /4 of the Southeast 1 /4 and part of the Southeast 1 /4 of the Southeast 1 /4 all in Section 8, Township 1 North, Range 13 West, Pulaski County, Arkansas being more particularly described as follows: BEGINNING at the Southwest corner of Lot 63, Block 13, Cherry Creek, an addition to the City of Little Rock, Arkansas as recorded in Plat Book E, Page 515; thence South 71 °24 43" East along the South line of said Lot 63 a distance of 119.47 feet to the Southeast corner of said Lot 63; thence South 18`26'47" West along the West right-of-way line of Stoney Creek Drive 45.40 feet; thence South 71'20'52" East along the Southerly line of Stoney Creek Drive and Lot 28, Block 1 1 , Cherry Creek Addition to the City of Little Rock, Arkansas as recorded in Plat Book E, Page 515 a distance of 155.60 feet to the Southwest corner of Lot 27, said Black 11; thence South 87'27'09' East along the South line of said Lot 27 a distance of 161.55 feet to the Southeast corner of said Lot 27; thence South 00'40'29" West 101.53 feet; thence South 00`34'58" East 166.10 feet; thence South 00'31'01" West 163.94 feet; thence South 01'24'00" East 255.64 feet; thence North 84'14'05" West 194.63 feet; thence North 45'27'14" West 402.14 feet; thence North ' 33'49'12" West 210.90 feet to the Southern most corner of Lot 43 said Block 13; thence North 34'57'25" East along the Easterly line of Lots 43 and 44, said Block 13 a distance of 169.58 feet to the Northeast corner of said Lot 44; thence North 16°46'42" East along the Easterly line of Lot 45, said Block 13 a distance of 65,90 feet to the Northeast corner of said Lot 45; thence North 25'05'40" East along the Easterly line of Lots 46, 47 and 48 said Block 13 a distance of 161.51 feet to the POINT OF BEGINNING containing 7.380 acres, more or less. Pagis Coordinates Point No. Northing Easting 1 146205.8332 1188082.2108 2 146167.7500 1188195A500 3 14612 4. 6840 1188181.0851 4 14607 4.9200 1188328.5100 5 146067.7391 1188489.9038 6 14596612154 1188488.7081 7 145800,1246 1188490.3979 8 145636.1877 1188488.9186 9 145380.6226 1188495.1643 10 145400.1740 1188301.5155 11 145682.2720 1188014.9136 12 145857A898 1187897 5273 13 145996.4738 1187994.6898 14 146059.5724 1188013.7145 NOTES: 1. 1 /2" REBAR WRE SET AT ALL LOT CORNERS EXCEPT WHERE NOTED. 2. ALL EASEMENTS ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. RADII AT INTERSECTIONS OF STREET RIGHT OF WAY ARE 25.00' EXCEPT WHERE NOTED. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES, 5. ERROR OF CLOSURE EXCEEDS 1:50,000. CHERRY CREEK PHASE XI VICINITY MAP 6••saaea.,•`. P A 0 S4,915 E-6!� IFICATE OF SURVEYING ACCURACY I; Michael Watson , 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. -71Z/ Zq-7 G✓ Date of Execution Michael Wa son Registered Professional Land Surveyor No. 957 ,Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, Scott R. Lindberg, do hereby certify that this plat correctly represents a plan .made by me, and that the engineering requirements of the Little Pock Subdivision Rules and Regulations have been complied with. z f 9 7 .04 ieI• J Date of Execution. Scott R. Lindberg Registered Professional Engineer No. 8539 Arkansas 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 plot. Date of Ex tcution Signature Address �ITTLE- AA-- 220., Source of Title: 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. Date of Execution L.R. Pla ning Commission CERTIFICATE OF RECORDING This document, number 37 - 549Sfed for record _ , 19 in Plat Book E- , page " • • `+ ARIA SAS 10 .� 3s. 52'f •r 11TAT8 OF •• a+ 6 y` r a ,�J sfhTALEY, Circuit County Clerk &Recorder FOUND REBAR g = N0. i`ji * a t w C �' ° 0 66.47 N _ t y REGISTERED #4 • � m° SET PAGIS 14 = - ' ♦ 0 %"'°` Nome Clerk MONUMENT N84' 'p5--w 194.63' FOUND REBAR ; PRO E88I0 :� frp„" 0163-0172 BM TOP RIM _•� ft E (i •••� r,'a•i' L-, E ] MANHOLE - •• • ♦ ., .• ELEV. 362.93 ---� •••yNM•••• ♦♦♦♦ v 0 $ �xas•ase+� ,Q i �� S s Si nod ,rrr��rp�Ifnl�tiN0♦`�� '�..� u rrrry J ""122-C. BY: 61rn y DATE: /-Z2 9-� DSGN G�CC�J 3L, OCR DD©��G']+C Gvl4� WEROF" sciLE THE BAR IS ONE INCH ON FINAL PLAT OF LOTS 29-42,13LOCK 11 CHERRY CREEK PHASE XI SHEET Jim MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG FM HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0�1, AND LOTS 64-78 BLOCK 130 WINROCK DEVELOPMENT COMPANY NO. %ffCHK IS THE PROPERTY OF THE MEHLBURGER FIRM CHERRY CREEK ADDITION TO THE CITY OFr "°°'t°"°''"°'°""'°�° AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON DATE 12-19-96 WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST LITTLE ROCK PULASKI COUNTY ARKANSAS LITTLE ROCK ARKANSAS 201 South Izard ❑ Little Rock, AR 72201 o 501/375-5331 APVD NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. 1 .PRO J 295-272 CURVE NO. DELTA RADIUS ARC TAN CHORD 1 63°54'22" 150.00 167.31 93.56 158.77 2 55° 19' 13" 150.00 144.83 78.62 139.27 3 17001'16" 283.98 84.36 42.49 84.05 n 5 C X U