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Home My WebLink AboutS-1415-C Map 2LEGEND _ fire hydrant g water valve ® water meter ® water hydrant ® electric box ss mh sanitary sewer manhole light pole -- fence rep reinforced concrete pipe cmp corrugated metal pipe -� curb inlet -drainage u0 junction box -drainage Ahandicap ramp pp power pole tr telephone riser telephone manhole rcp reinforced concrete pipe cmp corrugated metal pipe 8"' SS _ 8" sanitary sewer main C/o sanitary sewer clean out 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 complied with and a copy of said boundary has been duly filed for record in offices of the State Surveyor and the Pulaski County Circuit Clerk on 20 , in Plat Book _Page CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, 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 complied with. Date of Execution Timothy E. Daters ReIgistered Professional Engineer No. 5033, Arl Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas 1S SAM >" TuAG'P, STI N10 -'- z7TIOATI •' CERTIFICATE OF PRELIMINARY PLAT APPROVAL L Af BK, L I -. 40 / 7� All requirements of the Little Rock Subdivision Rules and Regulations �R relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further i mn provision of said Rules and Regulations 'af "C, This certificate shall expire. / I/ o� `fir ran Date of Execution Planning Administrators_,cb , „ / ,5/'.�5 _F_ 21.92' OWNER OR DEVELOPER Date of Execution Name / SAM S TRAC% rER-4DDi7''/0N PLAT aK _ 040 SAMS / WALMART � ZONED "C-3" TRUCK ENTRANCE kb�< r - �k ; f' o rn a i - SE Cornea --__ S3T55'12_1 380.13' sSam s rrac� mn Iss . I i 50 0 50 150 ON M \\ I a PROPOSED DRMWAY SLOPE NOT TO EXCEED 40 FT HIGH \ o CSED (SEE PROP PE DETAIL n SL OPE \ !' rn ll1 F HDUSE I }� _ WAIL,`, i Y LOCATION - - 378 SHARED ACCESS 201( FF -_ e� PROPOSED SLOPE DETAIL - - I ZONE 0-3 I � --- -- i tP,R.O?0SE1 M; n T L 4 ZONED C-3 Q Q Q25' BLDG SEBACK J i I i-- R45.Q0' DRIVEIIA= I.-....__-_ " ...�.�- GDS47�`Q 7'29"W \ I' o nmm.. 25' BLDG SETBACK J --- C63.41, ma � �? Scale 1 " = 50 ft lid A PART OF THE S1/2 OF THE SW1/4 OF SECTION 4, T-1-N, R-13-W, LITTLE j I III ROCK, PULASKI COUNTY, ARKANSAS BEING ALL OF TRACTS 12, 13, 14, AND i PART OF TRACTS 11 AND 15, MONTCLAIR SUBDIVISION, PULASKI COUNTY, III ARKANSAS MORE PARTICULARLY DESCRIBED AS: 1 BEGINNING AT THE SOUTHEAST CORNER OF TRACT 15, SAID MONTCLAIR III SUBDIVISION; THENCE N87'37'58"W ALONG THE SOUTH LINE OF SAID ay, I TRACTS 15, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF KANIS 111 ROAD, 250.05 FT. TO THE SOUTHWEST CORNER OF SAID TRACT 15; THENCE N01'47'33"E ALONG THE WEST LINE OF SAID TRACT 15, 422,84 FT. TO A POINT - I I ON THE SOUTH LINE OF SAM'S TRACT, SPENCER ADDITION, LITTLE ROCK, ARKANSAS; g, I I" I THENCE ALONG THE SOUTH LINE OF SAID SAM'S TRACT THE FOLLOWING: (1) N47'50'26"E, 323.91 FT.; (2) S87-55'26"E, 21.92 FT.; (3) N01°49'36"E, 21.49 FT.; (4) N47'48'31 "E, 282.73 FT.; (5) S01'59 35"W, 19.57 FT. AND (6) S87-55'12"E, 380.13 Fr. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF BOWMAN ROAD; THENCE S02'10'01"W ALONG SAID WEST RIGHT-OF-WAY LINE, 470.11 FT.; THENCE S02'39'45"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 109.97 FT.; THENCE S07'48'46"W CONTINUING ALONG lil SAID WEST RIGHT-OF-WAY LINE, 111.39 FT.; THENCE S02'39'45"W DEVE OL DEDICATE RAW CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 125.29 FT.; THENCE AND Y- IT REST TO Y.S.P. SOUTHWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 45.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S47'27'29"W, 63.41 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF KANIS ROAD; THENCE N87°45'01 "W ALONG SAID �II NORTH RIGHT-OF-WAY LINE, 525.09 FT. TO A POINT ON THE EAST LINE OF III TRACT 15, E MONTCLAIR SAID EAST LINE, 00FT. TO OHEPOTHENCE N( NTOFBEGIINNING,CONTAINING I' 13.80 ACRES, MORE OR LESS. Ili C I lij (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES - NORTH ZONE) G'R-4'L'KWOOD General Notes: �r�zA 1. Owner &Developer: USA Drug 2100 Brookwood Drive N I Little Rock, AR 72202 as 2. Linear feet of Internal Streets: 0 LF 3. Average Size of Lot: 1.4 Acres =n 4. Number of Lots: 7 Lots T - 5. Applicable existing covenants: None 1\ I I I 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU --I I 8. Variances: Allow Advanced Grading with Development of First Lot Allow an Increased Cut Slope along Western Property Line up to 40 vertical feet. Allow the Creation of a Lot without Public Street Frontage. 9. Floodway / Floodplain: N/A L I I 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: One Lot Per Phase, As Market Dictates I I I 12. Average Slope of Lots =10% I I 3 ti PUBLIC WORKS NOTES: I° 1. A ROW OF DEDICATION OF 45' FROM CENTERLINE WILL BE PROVIDED ON BOWMAN AND KANIS ROADS. A 20' RADIAL DEDICATION WILL BE I I PROVIDED AT BOWMAN AND KANIS. �Illl I II 2. THE DEVELOPER WILL CONSTRUCT ONE HALF STREET IMPROVEMENTS TO BOWMAN AND KANIS INCLUDING 5' SIDEWALKS. 3. ALL PLANS FOR WORK IN THE ROW WILL BE SUBMITTED PRIOR TO CONSTRUCTION. JDEELOp�ER SHALL DEDICATE R.O.II 4• THE CONTRACTOR SHALL OBTAIN ALL BARRICADE PERMITS PRIOR TO CONSTRUCTION IN THE ROW. LOP RVE STREET IC Y.S . 5. THE DEVELOPER SHALL PROVIDE A SKETCH GRADING AND DRAINAGE PLAN PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT THE ADEO FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. I 7. SLOPE HEIGHT ON WEST PROPERTY LINE NOT TO EXCEED 40 FT. 7 Il�lii I I (iI 111111 I CONSTRUCT Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance does apply to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide stripping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for access, utilities and drainage where needed. 7. Easements for proposed Stormwater drainage facilities are required. 8. A grading permit per secs. 29-186(c) and (d) wilt be required. dp DEVELOPER SHALL DEDICATE R.O.N ass 1 AND IMPROVE STREET TO Y.S.P. 0h �- R. .W _ ) ". PRELIMINARY PLAT 5-7-07 ZONED C-� DEVELOPER SHALL DEDICATE . �' " / l� fy� AND IMPROVE STREET TO M.S.P.vised S.P. - ( l �l 2-14-07 ^�I WHITE-DATERS & ASSOCIATES, INC. LOTS 1-7 �- l CENTERL1 Date 1-22-07 C-NIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING BOWMAN-KANIS RETAIL Scale Her. Vert. ^y 2.4 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Sheet of �J Survey By: Drawn By: Checked By Approved BY - LITTLE ROCK, ARKANSAS Sob No.