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HomeMy WebLinkAboutZ-5936-B Map 4Lot 1 o r SITE SUMMARY - ` R jb� Lot /.. \\\ LOT 1 LAND AREA 998.437 SQ FT b / -- \\\ BUILDING AREA 217,570 SQ FT Si' o ' PARKING SPACES 1122 - PARKING RATIO 5.161/1000 0° -' �`. \ \ i I I'' ✓ \ \ / \ \ / 100 0 100 300 c>' \ LOTL2 AREA 471,967 SQ FT 63990 SQ Fr 5 Lot 12 Scale V = 100 f t BUILDING AREA `-560 s6,\ \ \ \ \ PARKING SPACES 529 $ 47 \ \ 0 A \ PARKING RATIO 8.27/1000 \`• 55° `: - - �� �`` \\ THE E L' 4T -TT IN OAD \ AG\TR. GR _-555 ' - ^�, I \ r TRACT 5A (UNRECORDED) CHENAL VALLEY LOTLAND AREA 100.302 SQ FT -_ - - `\ `� `\ \ \ - - - - ULASKI COUNTY, \ \ - - \ \ �.�' `\ \ \ / ARKANSAS BEING DMORE SECTION PARTICULARLY DESCRIBED S: P BUILDING AREA 2,496 SQ FT \ sso `-� --- _^ _ - N PARKING SPACES 27 �' i y0 \ \_' s� \\ \ \ _ �' 9 STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W PARKING RATIO 10.82/1000 ' Fno- . ._�_ �•'" �' \ \ \\ \, \ Lot \ Lot / ALONG THE EASTERLY LINE OF THE NE 1 4 SW 1 4, SAID SECTION 36, / ._ �Q`�__'._,.�`�-645- \ \\ \ /'�, \ 1021.60 FT. TO A POINT ON THE CENTERLINE OF CRENAE PARKWAY; THENCE '\ / \\ SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF \\ _ k' ` \ \. \ S12'01'17"E, 208.28 FT.; THENCE S80'03'43'W, 80.00 FT, TO A LOT 4 �- t 3\\\ \ \ \ \ \ E WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE LAND AREA 84.541 SQ FT R1s�7739� / 54 r \ \ \ q \ POINT ON TH --� �_ oss ,\ \ \\ \ Lot t RC OF \C1)S�'.52'02 _ o \ D BUILDING AREA 9,600 SQ FT �C719. 5' - / -� \ `\ // \ \\ LINE, AND AND \RIGHT-OF-WAY LID- A PARKING SPACES 80', f, o_ - \ / CONTINUBNGALONG OA$D WESTRIGHFTT-OF WAY LINE, 10.00 FT.; THENCE PARKING RATIO 8.33/1000 \ `� / � � �,�ig�'Fl � _-- ,: � ' \tia ,' �, �, � 3`'� �� \ `,'��`\,� mat \ \` .' '\ \ ` \ /' NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, \ �. \ \ \ BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD Lot 6 \ \ BEARING AND DISTANCE OF N17'21'59"W, 338.81 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF \� - ,, E NORTHWESTERLY AND CONTINUING ALONG SAID WEST \, `\ \ \ \ 1 11 RIGHT-OF-WAY LINE OF CHENAL PARKWAY, BEING THE ARC OF A 2774.80 FT. f � ' \'�i. -.-.r /. �!. \ \ / ` \ \ ' � \ \ I I RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF ____ -520'..- �= r l' I ;II, \,, •\\�\X1 ___ '- _ \ ,,a, �, ,/,1 ) \ \ \, \ I I -22'21'10"W, 144.68 FT.; THENCE -66'09'11"E AND CONTINUING ALOG- - - \ ' � - \',\\-,. _ - ,', • - r. , \ ,� '>.�' ,. r' ,: i ,� \\- \ \ \' \ \ 11 ANDNCONTIDNUWNGTALOND AID WEST IRCHTOO�-WAY LNE,CBEN�RTHEEARCR OF A 2784.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND „/ DISTANCE OF N27'44'23"W, 378.14 FT.; THENCE N31'38'39"W AND ' / ''g *'•, 3 \':`, \ \, \ \ \ \ / CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE >- ZN i Lot / ry / 558'21'21"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, j I r _ 1 I 20.00 FT. THENCE N31 38 39 W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 482.16 FT.; THENCE S82'21'20'W, 47.80 FT.; THENCE S58'01'02"W, 188.45 FT.; THENCE SOUTHWESTERLY ALONG THE • '% i'i' ;�. +` ,, : ,, : I , �� ; \ \ I i - '� -�� `\ , \ \ \ \ I - / , r ; - s_, / s 1 ,• _ \\ \ \ , \ \ \ \ \ / ARC OFA 1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 542'52 02"W, 719.95 FT.' THENCE S31'38'39"E 1404.87 FT.; THENCE EASTERLY ALONG THE ARC OF A 370.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND �� ' '• - --= _.- „ 1 II i ., \ �:; �:' ,' - , `'. .4�� - , , ; \ \ \ '\ p DISTANCE OF N73'13'31°E, 13.32 FT.; THENCE -72'11'39"E, 209.34 - - DE FT. TO A POINT ON THE SAID NORTH RIGHT OF WAY LINE OF LA GRAN \ - � - -- r% y r; , \',-�,,;,, t ,,.. _,; : . , ,' � -- � j ,,; , r �'`• �`� \G,\ \' �.' I DRIVE; THENCE -72'11'39"E ALONG SAID NORTH RIGHT-OF-WAY WAY LINE, ,•, - - _ 5�5,.-_ ,; , a-•,;, ; Y�-_r_ - ��r , h. `' �` `-�;� , ; , � \ �-\' � \.y\ \ p 40.22 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT- - Li)t CJ ! OF -WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE \ � - I ` .\ ` i r "c-•^' _ ' - Y- �, ' ; \ - - � Sqs \� RIGHT, A CHORD BEARING AND DISTANCE OF -88'52'18"E, 291.26 FT.; 74'27'AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY THENCE S 04"E LINE, 198.07 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 447.46 FT. RADIUS CURVE TO THE NTINUING ALONG SAID NORTH RIGHT � r -OF-WAY '33'1"E172.35 x -O F. - WAY LEFT, A CHORD BEARING AND DISTANCE OF S85FT 4H036' D HENCE-29'29 01E AND CONTINUING ALONG SAID - OF -WAY LINE, 68.76 FT. TO THE POINT OF BEGINNING,NORTHR G ', � -� '� � , �; �crt�c� -\ • \ � � CONTAINING 38.00 ACRES MORE OR LESS. L° I � 510_..-='' \ , I HEREBY CERTIFY THAT 1 HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH "I\ ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS - f EXCEPT AS SHOWN , I "' �� bti �-' �-' � � / / � 1 '' ' ' � ' "�` \ \ \� \ \\ `\ \\ NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD I O1'; BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD - - - - INSURANCE WORK MAP FOR PULASKI COUNTY, TY, ARKANSAS. ...---'----620 x_ i-. Ami V AV� ��NN CyiSTE�i THE FOLLOWING EASEMENTS DO NOT CROSS OR APPEAR ON SUBJECT PROPERTY. Instrument # 84-16624 (gas) Instrument # 88-51118 (electric) THE FOLLOWING EASEMENTS DO CROSS SUBJECT PROPERTY AND ARE PLOTTED AS SHOWN. Instrument # 89-23616 (gas) Instrument # 90-39409 (water) \ X i i ,.^ - -- .. , i... ` ,..,- .---- . u> �� 4� STATE OF''••,, �. Paul M. White, CCfrXP--LS #1281 Ark Z gr N 28ts ;;G M. �• I. ALLAH.•.... V, Av' Pi xk<\ • \ - _ U 7 \ \" G--- I 5 STORY BUILDING N�W \LC5711ly l vV A C - ^ v p�JA �r �r �-r �r \�1Lll�lll tiJ�,J �iJ ��T tiJ � c `U � 0 FICA_ �� C'j �� \ -LOT 2 \ r l i � 530. \'� t -' -_ ' _ ` _._ 1 � �� \ _` \\ Y,` J< Or `E' \ \ \ ` \ ` �` �j \ - t - 5• -t -•a- ct�r''n".� ViL"' Y �. O \ R2 74. 7, 5`i 't CDI0"1K � '. ,-. ! 13� _..-- __ ^_' I `,` yti° ,�-LG14�4.6�,' \ 1 \� y F�' is 5• • Si� �r`r,�� �- w�,`�; �'e-L ,ter..--,� t-c:�'n�- A.. \ \� I,ii ! ?S \9- 1616 \`-- ---� -- i \� ( ;;1 SYSTEMS�"� f - , 1 C s \ _. ------ SITE PLAN R507.46'��`��' - Revised _�� - "°J� CDN88'52' 18' E �I�j �"' \ v / R � v� N6AOh �4� r _ ` LOTS 7 -4 TRACT 5A LC291.26' Date 5-15-2000 Scala CHENAL VALLEY F Hor. Vert. GMAC` ,•_,00• R370.0'O' R447.46' © 'Z ZDAlI1Ce1(cle�7 A2,90(=4, =9 IMC sheet of CDN73' 13'31" E CDS85 33' 19' E CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING LC 13.32' LC 172.35' 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 LITTLE ROCK, ARKANSAS lob No. 00-0245