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Home My WebLink AboutS-1240 Map 5�Iu v \ \ - \ PARK oolc — $^" - 0 DEVELOPER GLENN ROAD A 1/2 OFV t - DEVELOPER SHALL IMPROVE COLONEL A PRINCIPAL _ 9 »»>Y ARTERIAL W/ A -FULL RIGHT TURN LANE Extend walk to existin ` - asphalt. shoulder. AND DEDICATE ROW FOR 1/2 OF - A PRINCIPAL ARTEIAL e --587'57 58' E 417,89, 1 _.417.89' ante ao m® ' 4 -A _ -- S t pL>��4 NW I14 NE 9� NE4 NW x , 6 x'NORTHEAST;CORNER23 / SWb�4 NW1/4, SEC: �1 ti`` Q ei' - r - CDN34:18'54" E —. — --- - _ -� - 45�� -1 i �I a — L'G73.62''•. -- �� Q - -»�- - — Proposed '� _... uy _ b I — Z n Q ' I i17 _ x i I R DEVELOPER SHALL'`IMPROVE ,BOWMAN yv� ROAD TO 1/2 OF A MINOR ARTERIAL -AND DEDICATE ROW FOR 1/2 OF A PRINCIPAL MINOR Sh' � g� N - H e doq SIX 14 N' ;jr4 ` S.63 acl--r — w , Alkl ' I O I � r / f kQ' 1 , uen:, , / d i r` ; Z 0� fence 6 9' west- N8726'27 W 350 00, ' fence to., ea N� y� n e G 00 a S$6°4C 38. _ �'� i� �� t t I I �L - t i I _ , �• �\ _ - .— ....... _._ I � Vogel Property CERTIFICATE OF PRELIMINARY Southwest corner 1-430 - Col. Glenn SURVEYING ACCURACY " I Paul M. White, hereby certify that 04, ................... A part of Section 21, T-1-N R-13-W, Pulaski County Arkansas more this plat correctly represents a bound- ,.••STATE OF''•., �d •• particularly described as: Starting at the northeast corner of ary survey made of verified by me that all E_° ARKANSAS ' the SW1/ NW1/4 said Section 21; thence S01'44'35"W along the surveying requirments of the State of ° 1261 �• west line thereof 196.20 ft.; thence S8T24'40"E, 24.75 ft. to Arkansas and City of Little Rock Sub - the east right—of—way line of Bowman Road and the point of division Rules and Regulations have been beginning; thence NO2'35'20"E along said east right—of—way line, compiled with and a co of said slcv rues 9 91 9 9 Y P PY 33.71 ft.; thence S8T24'40"E and continuing along said east boundary has been duly filed for record tPJ, ••:?fib M Q right—of—way line, 25.00 ft.; thence N0T35'2TE and continuing in offices of the State Surveryor and 4, % CYSv'.•' along said east right—of—way line, 186.93 ft.; thence the Pulaski County Circuit Cl n `•� ,NAL LA�..•' northeasterly and continuing along said east right—of—way line, 19 , in Plat Book _P a ...... ..... ..... ' being the arc of a 70.0 ft. radius curve to the right, a chord 2 _�_�q bearing and distance of N34'18'547E, 73.62 ft. to the south J right—of—way line of Col. Glenn Road; thence N66'02'27E along Date of Execution Paul M. White, Registered Land said south right—of—way line, 40.0 ft.; thence N23'57'33"W and Surveryor No. 1281, Arkansas continuing along said south right—of—way line, 20.27 ft.; thence / Si 0 f _ N66'26'42"E and continuing along said south right—of—way line, CFRTIGCATE OF PRELIMINARY 0 T E 255.93 ft.; thence S01'55'56"W and continuing along said south ENGINEERING ACCURACY Z right—of—way line, 16.44 ft.; thence N65'21'39"E and continuing AR CAN N along said south right—of—way line, 175.11 ft.; thence I, Timothy E. Daters, hereby certify S10'43'557W and continuing along said south right—of—way line that this plat correctly represents a REGISTERED 18.40 ft.; thence N65'20'12"E and continuing along said south plot made by me, and that engineering PROFESSIONAL right—of—way line 34.36 ft. thence N6741'36"E and continuing requirements of the Little Rock along said south right—of—way line 612.37 ft. to the west right— Subdivision Rules and Re ions have ENGINEER of —way line Interstate Route No. 430; thence S8757'58"E along have been compiled 34E. said west right—of—way line 417.89 ft.; thence S14'13'34'E along �4 NO.5033 ��l' said west right—of—way line, 281.04 ft.; thence S21'05'50"E and ^�- t{ - 9 `� ,� �C� continued along said west right—of—way line, 532.43 ft.; thence ion Daters S03'45'5TW and continued along said west right—of—way line, Registered ProfessionalDate of Executa'M.E 1112.66 ft. to the south line of the SW1/4 NE1/4, said Section Engineer No. 5033, Arkansas 21; thence N8732'45"W along said south line, 447.49 ft.; to the center of said Section 21,; thence N8723'43"W along the norther DEVELOPER line of the NE1/4 SW1/4, 296.00 ft.; thence N0753'227E, 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, Date of Execution Name 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 Address ft.; thence northwesterly along the arc of a 600.00 ft. radius Source of Tile D.R. — Page curve to the right, a chord bearing and distance of N6(727'5TW, 112.66 ft.; thence S26'59'45"W, 87.56 ft.; thence southerly along Instrument No. 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 S5924'24"W, CERTIFICATE OF PRELIMINARY PLAT APPROVAL 448.87 ft.; thence southwesterly along the arc of a 172.88 ft. radius curve to the left, a chord bearing and distance of All requirements of the Little Rock S57*11'20"W, 13.38 ft.; thence N86'42'38"W, 122,16 ft. to a point Subdivision Rules and Regulations on the west line of said NE1/4 SW1/4; thence NO3'00'44"E along relative to the preparation and said west line, 209.67 ft. to the northwest corner of said NE1/4 submittal of a preliminary plat having SW1/4; thence N87*26'27"W along the south line of the SW1/4 NW1/4 been fulfilled, approval of this plat said Section 21, 150.00 ft.; thence N01'44'35"E along a line is hereby granted, subject to further 150.00 ft. west of and parallel with the east line of said SW1/4 provision of said Rules and Regulations NW1/4, 608.90 ft. to the east right—of—way of Bowman Road; thence This certificate shall expire. 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 N2953'13"E, 532.83 ft. to the point of beginning containing 69.546 acres more or less. Date of Execution Planning Administrator Little Rock Planning Commission — 8f4A7 S$7°2$ 43'E �,p� 1f Sogth 1 M. t,I CENTER OF -SECTION 2-1 a N R, 13-W r GENERAL NOTES: OWNER & DEVELOPER Vogel Enterprises 11219 Financial Centre Parkway Suite 300 Little Rock, AR 72211 (501) 225-6018 100 0 100 LF of Street - 4650 Average size lot - 250' x 350' Number of lots - 28 Scale 1 " = 100 ft 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. Limits of Floodway - None Driveway spacing as shown. Public Works Notes: 1. NPDES and grading permits are required prior to construction, site grading and drainage plan will need to be submitted and approved. 2. Stormwater detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for oproval prior to start of work. 4. Provide stripping and signage plans as per ordinance for the development, for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. SURVE PRELIMINARY PLAT I-430 — COL GLENN COMMERCIAL Wri, NIS 3-3-99 0120 ��66^^6; 9T ZT :6T 6 �eN PaM iUd3Ud\1990A\866T\ :N /,2wis