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HomeMy WebLinkAboutS-0065-GG 3\ CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY,, I. Joe D. Wh i4e _represents certify that this plat Corr eCtl y TeO/'esents a.,�bQUnd- ,� \ •.' \"', 7 r'I \ .�� \- _ \ \� \ `.. --/ - ar survey made by me ab-,a1I aLonum-n is 111 11II\,\ \ -� \ \ --son hereon ac all exis�nd their ' .. - �\ \ \ \. �� �t✓ Iota �i•a �fesi ze. ttY De and mateh al are / V A ti f d SS�\� \ A\ i / correctl"t)own. J M,..Bite of Execution oe D. W tB. Registered Land o.9 1, i Surveyor No. 534, Arkansas 50 _ / \ "G \ \ ` CERTIFICATE OF PRELiMLNARY cENGINEERING ACCURACY Timoth E. �Daters, hereby certify II �hdY this Tdt COrreCtly rgPresents d plat made y l e, and that -"V neering re uiremen s oY�the Little RotR.. • ybdivis'id Rules-antr -Regulations-?saw / \ \ \\ 1 1 \ ave been om I i d with. Ti,motny E. Deters � � , y� � � \' � ( J / j'\\\ \ . \� \ ` � '\ 1•` ! . I \ \ ' Ba{e t Ekhutian Registered PrOfessional P9ineer No. 5033, Arkansas l CERTIFICA OF PRELIMINARY PLAT APPROVAL 1 ! I � �� i � ��\ V 1 1 t' � � A � � � � i � �• ., ` + � ��l ' �) � - - i ' � '� 52��� \�` � � v 57D-9 � < `\ �� V `• ! i I i 1 •; '� \ I Imo, -� 41���'� [\ , i /''\ + 1 ` \\ \ X-'\ \ 'AI requirements of t!/ie Liitle.Rock C3 G �7J I _ \ \nd \ \ 1, //' �'J\��\\ _ �� ..�� " �� �'i ,.� � 1' , '`f-'<�\�-•�t \,+� \ \ �.,\ `\ Se t f ve\ r to tPee prepaI-ationa and ns �� T'7✓"'� \c. -_. _ .�-�_. r•i� .�...at...//. �V ` `\, (1�' S \ \ Subm'ttal of prelim'lnary plat having i "'� ` \ 1 \ f , �, i been ul fi Ile approval of this pYat I is` hereby granted, subject to fur er I , i 1 I I i' li ,1 - �. N / .T�- , '', 1 '•, Provisions of Said Rules and Regulations This certificate shall expire ' _— i 7 ,:02:3v5 1 . \ \.� �. , %2 37°dD v A 1 1\ ,v ip 7 7 {' J+ j ! l• i ! �' _ - - / �1, 1 Planning Administrator I ! \ ) ' k Oateof Execution OWNER OR DEVELOPER 11,2 - /J'- F � Maee Bate of Execution Address Source of Title: 0.R Page Instrusent Mo. - -�^' 7- l ll ,• ! 1 I / ; �}, g �. 7 I „ 'i•, v ' ` + � 'V 1 •/- + - Lr,ttle Rack Planning Commission y�0�JkT1 �� t t i d` j c r I n �30 �3 h' / A R ANS,1S Z / /-41 / ! o i'/7.2 GL2 G�3 G2'4 G� 6 '��p G?%d i 4'' �` \ h 0� tiJ t .2 T I \ 1 REGISTERED / I L \ \ Z L f , d.' 9� 80 1 PROFESSIONAL QT� !a' p "A1G%� - _LIZ�* 1 -� r , ! ENGINEER Or - ..._ �74.. A % $f� , / ; % '�i / �� ,-/-I`I I�! ' r V 1 t• _1 \ , 571 1\ N0.5033 )B I % I I , \ �`�� 1\ 1 U' \ \ Y E. 7 1 � m , �� � �.//,1 � i , / / // f.- � 'tom _ _�%I . �'. � � ' � �� A A\. \' \_--_--•----_. 6¢7 �4 - ti tic Y "r r / , i m _._.. p r i 76 I\ /�'� - I C7 f2 scil i r i i � 495,2 s 493.3 f 468.8 k , i74(f 7- a a 1 ,,T p _3 ace Uteri.-1%i.� �-j�wN I� r�o•f-�f� I� o, 0 E 77-// PRO11 Ty 415 \\✓1G1N IT`S M/_.f - --NL Legal Description - Multi -Family Site ` O,ISTER��'% �i ' STATE ( F ARKA.'SAS CS"ATIF W - J '""•�iirri,x�i' -Part of toe. 5'WI/4, Section 32, T-2-1h, R-13-W, Pulaski County, Arkansas and Blocks 50, 51, 52, 61, 62, 63 8 64; the EI/2 of Block 53 and Part of Block 49, all in Neimeyer Grove, do Addition to the City of Little Rock, Arkansas, including adjacent street and alley rights -of -way, all more particularly described as: Beginning at the Southwest corner of the SWI/4 said Section 32; thence 1189'05'35"W, along the South line of the SEI/4, Section 31, T-2-N, R-13-W, 1306.56 ft. to a point; thence N1'35'10"E, along the West line of Block 6l, satd Nelmeyer Grove Addition and said West line extended Southerly and Northerly, 284.55 ft. to the Southwest corner of Block 52, said Neimeyer Grove Addition; thence fl89003'41"W along the South line of Lot 12 Block 53, said Neimeyer Grove Addition and said South line extended Easterly, 180.78 ft. to the Southwest corner of said Lot 12; thence N1°35'38"W, along the West lines of Lots 12-1, said Block 53 and the West line of said Lot 1, extended flortherly, 319.82 ft. to a in in h 9 0[ the centerline f p o a 40 f[. street right- of-way; thence S89001'11"E along said centerline, 1441.67 ft.; to a point on the West right-of-way line of Loyola Drive; thence Southeasterly along said West right-of-way line being the arc of a 994.93 ft. radius curve to the left, having a chord beafiing and distance of Sll'42'59" E,15.03 ft. to a pofnt; thence S11.52'36"E, and continuing along said West right-of-way brine, 157.3 ft. to a point; thence N78°07'25"E and continuing along said 'West right- of-way line, 10.0 ft. to a point; thence Southeasterly and continuing along said West right-of-way line, ceing the arc of a 924.93 ft. radius curve to the right, having a chord bearing ar,�, distance of 55°12'06"E, 215.01 ft. to a point; thence :,1'28'25 and continuing along said West right-of-way line, 222.65 ft. tfid point on the South line of the SWI/4 said Section 32; thence t189005'35"W atong the South line of said SWI/4, 29.E ftto tie point of beginning, containing 19.5.80 Acresmore or less. •.. FF • L-I M I tilf4�,1 • S"•1 EB 20 1991 j (FORX_= LLY 5T• M/Cf �AC-L ADD. J 2/8 f 1D - E777'/'.�nCe FZV'7,• 01dCWa1k- 610 - (,ZB �j (o4�O - G57 A © WHITE -CATERS & ASSOCIATES, INC. �T C ( pz �. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING r�ITI �o cl jr�r� I.ITrI E 401 Victory Street Little Rock, Arkansas 72201 Sung. 67: Drawn B\: ('heclsed By: Appru.ed B}: rev. deb. 12, ' or izl`V FEgi- 8, iq�1fi Rrviawea:jAN.2.5, �G Date rid , 18 19i�q �ca'.e }for. V c I =Ica