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HomeMy WebLinkAboutS-1240 Map 80 Vogel Property Southwest corner 1-430 - Col. Glenn A part of Section 21, T-1-N R-13-W, Pulaski County Arkansas more particularly described as, Starting at the northeast comer of the SW1/4 NW1/4 said Section 21; thence S01'44'35"W along the west line thereof 196.20 ft.; thence S87'24'40"E, 24.75 ft. to the east right-of-way line of Bowman Road and the point of beginning; thence NO2'35'20"E along said east right-of-way line, 33.71 ft.; thence S87'24'40"E and continuing along said east right-of-way line, 25.00 ft.; thence NO2'35'20"E and continuing along said east right-of-way line, 186.93 ft.; thence northeasterly and continuing along said east right-of-way line, being the arc of a 70.0 ft. radius curve to the right, a chord bearing and distance of N34'18'547E, 73.62 ft. to the south right-of-way line of Col. Glenn Road; thence N66'02'27"E along said south right-of-way line, 40.0 ft.; thence N23'57'33"W and continuing along said south right-of-way line, 20.27 ft.; thence N6626'42"E and continuing along said south right-of-way line, 255.93 ft.; thence S01'55'56"W and continuing along said south right-of-way line, 16.44 ft.; thence N65'21'39"E and continuing along said south right-of-way line, 175.11 ft.; thence S10'43'55"W and continuing along said south right-of-way line 18.40 ft.; thence N65'20'12"E and continuing along said south right-of-way line 34.36 ft. thence N67*41'36"E and continuing along said south right-of-way line 612.37 ft. to the west right- of-way line Interstate Route No. 430; thence S8757'58"E along said west right-of-way line 417.89 ft.; thence S1413'34"E along said west right-of-way line, 281.04 ft.; thence S21'05'50"E and continued along said west right-of-way line, 532.43 ft.; thence SOS45'58"W and continued along said west right-of-way line, 1112.66 ft. to the south line of the SW1/4 NE1/4, said Section 21; thence N8732'45W along said south line, 447.49 ft.; to the center of said Section 21,; thence N8T23'43"W along the north line of the NE1/4 SW1/4, 296.00 ft.; thence NOZ'53'22"E, 33.39 ft.; thence northwesterly along the arc of a 12.00 ft. radius curve to the left, a chord bearing and distance of N36'47'21"W, 15.32 ft.; thence continuing northwesterly along the arc of a 260.00 ft. radius curve to the right, a chord bearing and distance of N71'09'38"W, 48.10 ft.; thence N65'51'11"W, 341.84 ft.; thence northwesterly along the arc of a 600.00 ft. radius curve to the right, a chord bearing and distance of N60'27'58"W, 112.66 ft.; thence S2659'457W, 87.56 ft.; thence southerly along the arc of a 130.00 ft. radius curve to the left, a chord bering and distance of S01'12'29"W, 113.11 ft.; thence S59'24'24"W, 448.87 ft.; thence southwesterly along the arc of a 172.88 ft. radius curve to the left, a chord bearing and distance of S57'11'20"W, 13.38 ft.; thence N86'42'38"W, 122.16 ft. to a point on the west line of said NE1/4 SW1/4; thence NOTOO'44"E along said west line, 209.67 ft. to the northwest corner of said NE1/4 SW1/4; thence N87'26'27"W along the south line of the SW1/4 NW1/4 said Section 21, 150.00 ft.; thence N01'44'35"E along a line 150.00 ft. west of and parallel with the east line of said SW1/4 NW1/4, 608.90 ft. to the east right-of-way of Bowman Road; thence northeasterly along said east right-of-way line, being the arc of a 848.57 ft. radius curve to the left, a chord bearing and distance of N20'53'13"E, 532.83 ft. to the point of beginning containing 69.546 acres more or less. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been compiled with and a copy of said boundanl has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19 , in Plat Book_Poge Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIGICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Deters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been compiled with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. _ Page Instrument No. CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Little Rock Planning Commission GENERAL NOTES: OWNER & DEVELOPER Vogel Enterprises r2 11219 Financial Centre Parkway Suite 300 Little Rock, AR 72211 (501) 225-6018 100 0 100 LF of Street - 4650 Average adze lot - 250' x 350' Number of lots - 28 Seale 1 Proposed Open Space - None Applicable existing covenants - None Water--LRMWW Sanitary sewer--LRWWU Variances, Waivers or Deferrals - Front building lines 25' or 45' based upon zoning at time of final plat. Driveway spacing as shown. Limits of Floodway - None Public Wor,<s Notes: 1. NPDE and grading permits are required prior to construction, site grading and drainage plan will need to b: submitted and approved. 2. Stormvater detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for aproval pror to start of work. 4. Provide stripping and signage plans as per ordinance for the developmeit, for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within rigti-of-way. 300 100 ft LITTLE ROCK PLANNING COMMISSION APPROV, SUBJECT TO THE CONDITIONS AS NOTED IN THE PLANNIN C MI ION MINUTE R RWT BY: DATE:E PRELIMINARY PLAT COL GLENN COMMERCIAL I x d VICINITY MAP NTS SURV, Y OF A PART OF SECTION 21 T-1-N, R-13-K PULASKI COUNTY, ARKANSAS © DAmPw a A'�,,g®CCm IN THE SOUTHWEST QUADRANT OF THE Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 INTERS,'CTION OF 1-430 AND COL. GLENN RD. Survey By: Drown By: Checked By: Approved By: LITTYIE ROCK, ARKANSAS THIS ROAD �F: FOR Revised 1-23-99 Date 12-8-98 I{or. Vert. Scale 1"=)00' Sheet of Job No. 98-0131