Loading...
HomeMy WebLinkAboutZ-5936-B Map 1SITE SUMMARY LOT 1 LAND AREA BUILDING AREA PARKING SPACES PARKING RATIO LOT 2 LAND AREA BUILDING AREA PARKING SPACES PARKING RATIO LOT 3 LAND AREA BUILDING AREA PARKING SPACES PARKING RATIO LOT 4 LAND AREA BUILDING AREA PARKING SPACES PARKING RATIO 053.379 SO FT 215,153 SO FT 1114 5.18/1000 427.267 SO FT 119,888 SO FT 530 4.42/1000 100.209 SO FT 6,500 SO FT 69 10.62/1000 74.422 SO Fi 8,250 SO FT 69 8.36/1000 \ --• i 1 - � I �0 it D I I I t , _U _ FOR SIGNAGE SPECIFICATIONS ON THIS PROJECT REFER TO "TENANT SIGN CRITERIA' THAT IS DATED JUNE 7, 2000. 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) to M�� lot 13 R "Ni Lot 2 ISO 100 0 100 300 Lot /,2 - ��X56 Scale 1" = 100 ft n ) \ / \ THE \\VILLA ll AT RAIILIATC ROAD TRACT 5A (UNRECORDED) CHENAL VALLEY A TRACT OF LAND IN SECTION 36, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: Lot \ T STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W \\ \\ .Lot 7 7 ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. l \. "A RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S12'01'17'E, 208.28 FT.; THENCE S8903'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE ss� \ `, \ \ -WAY \\, Lot ` ' NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF -° \ A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND f. ,r\s \ \ / \ \ \ \ /= DISTANCE OF N11'54'08 E, 190.89 FT.; THENCE S76'08'01"E AND r - d 4` �' \ \ , / \ \ \ CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE ,•�rw O \\ \ N' A- �,k \ \ \\ \. \ \ . ' NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, �` \\,� \ \ \ \ T Lot 1 \ \ \' BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD L BEARING AND DISTANCE OF N1721'59"W, 338.81 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF BEGINNING; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N22'21'10"W, 144.68 FT.; THENCE N66.09'11"E AND CONTINUING ; ` \ \ \ \ \ / \ \ ) I ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 Fr.; THENCE NORTHWESTERLY AND CONTINUING ALOND SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC 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 V_ �` V \ / CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE v Lot 7 \ S58'21'21"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, IV:G I *X �I-V � ,A_ A A \ �v �� �/ , 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 �� \ ARC OF A 1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND ail \ DISTANCE OF S42'52'027W, 719.95 FT.; THENCE S31'38'39"E, `off ` ' ��, \�� \ \� \\ 1404.87 FT.; THENCE EASTERLY ALONG THE ARC OF A 370.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND \A A : GENERAL NOTES: Rai �r;\ \ fl�\V A DISTANCE OF N7313'31"E, 13.32 FT.; THENCE N72'11'39"E, 209.34 S 1. MAXIMUM BUILDING HEIGHT 45 FT MAXIMUM TOWER HEIGHT 55 Fr FT. TO A POINT ON THE SAID NORTH RIGHT-OF-WAY LINE OF LA GRANDE PRO m Scram •.� 2 PHASING PIAN 1 PRISE DRIVE; THENCE N72'11'39 E ALONG SAID NORTH RIGHT-OF-WAY -LINE, �Qt p 3: TC = TRASH COMPACTOR LOCATIONS 40.22 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT- U OF -WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N88'52'18"E, 291.26 FT.; THENCE S74.27'04'E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY �, - \ LINE, 198.07 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID WEST o' '; �, Fr \ I RIGHT-OF-WAY LINE BEING THE ARC OF A 447.46 FT. RADIUS CURVE TO THE I EA DISTANCE OF S8 ' 19"E 7 3 FT �si_ moo: -. � . \\ ,W,\ \\ y � LEFT, A CHORD NG AND S .; \ ` B RI A DI 5 33' 1 2 5 THENCE N68'10'36E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY \ LINE, 47.40 FT.; THENCE N29'29'01"E AND CONTINUING ALONG SAID CONTAINING 38.00 R THE POINT OF BEGINNING, - _ \ F ACRES OR ESS. NORTH RIGHT-OF-WAY \ K \ \ \ \v A v f" CDN73'13'31"E LC 13.32' '• ' ` \. '� �` 3 -� V V. t in 40. \\ \v \ I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS O,ZSTE ° o,` EXCEPT AS SHOWN. STATE OP ••., s° ? NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD • ARKANSAS NO. 1281 tBOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD , i N --INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. = o SIGNA TUFLE�`v' �• F' 19L LA S''fr -------------------------------- Paul M. White, PLS #1281 Ark i CJ / 5_�� C> k \/i% X352784\79\ l �DW \ ]�. 5 STORY BUILDING zs ARKA h -S ���S� TF IS ! _ / 5 V A < 0 FIC ' - v ��_ ` 1 \ / / 11CDN 2. 1'10"1Q / , NN / Ga fs Sir. t. _ _ _ _ 4PROv5 InstS g- 616 `� / \ SYSTEMS M S� i +z tr \, � -.�M: \ - , __ - -__ � � ` 1� SITE PLAN �0 � /, ° SI - - js LOTS 1-4, TRACT 5A R507.46' CDN8852'18"E�`j�; LC291.26' *M*1V / THE AVENUE CMAC` CHENAL VALLEY R447.46' ©'�.'��E�i�'�`�a4' Ai�S�®C�°°dA�s�9 �\%C(,', CDS85°33'19 E LC 172.35' CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 LITTLE ROCK, ARKANSAS 617 6-7-2000 Revised 5-31-2000 Date 5-15-2000 Scale Hor. Vert. 1�=100' Sheet of Job No. 00-0245