Loading...
HomeMy WebLinkAboutS-1415-C Map 5- r irk 1; VIf rdlTY MAP b CAI ss mh rcp cmp -TOT- O 0 PP tr 0 rc p crop 8"' Ss - C/o CUT SLOPE fire hydrant water valve water meter water hydrant electric box sanitary sewer manhole light pole fence reinforced concrete pipe corrugated metal pipe curb inlet-drainoge junction box -drainage handicap ramp power pole telephone riser telephone manhole reinforced concrete pipe corrugated metal pipe 8" sanitary sewer main sanitary sewer clean out 40 FT HIGH I- il'� DETAIL) D0 T� z �r. PROPOSED SLOPE DETAIL CERTIFICATE OF PRELIMINARY CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY ENGINEERING ACCURACY I-630 I, Paul M. White, hereby certify that I, Timothy E. Deters, hereby certify -" • t•is plat correctly represents a bound- that this plat correctly represents a hde b me, and that en ••"•• ryy survey made of verified by me that all �1 � �$ y engineering • 4� �fii�Cgyitfq requirments of the State of /� 4S �arYb� is of the Little Rock r°�•-;.•••"°"'RhMas';and City of Little Rock Sub- �� ,,� � on' Rules and Regulations have S 7r is?on R61es and Regulations have been complied with. A� �dsnpIll all with and a copy of said N .l � undcFry has been duly filed for record REGISTERED in offices of the State Surveyor and FIR 0 F @� cution TimothyE. Daters CJ s NAT P� l } is County Circuit Clerk on FSiiC i !� •;A Qt f Registered Professional 'i Cr +,q f? •° n Plat Bock _Page * * • �C, 1 Engineer No. 5033, Arkansas ; ' ►0No.5033 �0 Nx ©tlte of Execution Paul M. White, RegisteredrdE Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL PLT DK D. All requirements of the Little Rock Subdivision Rues and Regulations / a ative the preparation s1nfullfiillledart approval val of t submittal of a preliminary Pisdplottrig / _- h hereby g 1 to further ^( provision of said Rules and Regulations �� I— K This certificate shall expire. j + Date of ExEe stsr __P onr nq Administrator 1 - S87.55'26"E 21 .92' OWNER�OE nFVFI ni , Date of Execution Neml Address Source of Title D.R. Rog Instrument No' 2 o o Q,00 7 /; / �,I,I .� f' I,{';�; •r V11L1;-1UUlTItJ,�' SAMS / WALMART ZONED "C-3 TRUCK ENTRANCE ILfie e• sown til CV U) / S37°55'12"E 380.13' <so_ SE Corner f / Sam's Trac,.j ZONED "C-3" DEVELOPER SHALL DEDICATV R 0,W AND IMPROVE STREET TO X.S.P. Kss I 71 50 0 50 150 Scale 1 = 50 ft it I I Ili A PART OF THE S1/2 OF THE SW1/4 OF SECTION 4, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING ALL OF TRACTS 12, 13, 14, AND PART OF TRACTS 11 AND 15, MONTCLAIR SUBDIVISION, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: I,l BEGINNING AT THE SOUTHEAST CORNER OF TRACT 15, SAID MONTCLAIR SUBDIVISION; THENCE N87.37'58"W ALONG THE SOUTH LINE OF SAID II TRACTS 15, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF KANIS III 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 F7. TO A POINT I` W ON THE SOUTH LINE OF SAM'S TRACT, SPENCER ADDITION, LITTLE ROCK, ARKANSAS; THENCE Zf,LVP 04 �.e7ED� HSP ALONG THE SOUTH LINE OF SAID SAM'S I'I TRACT THE FOLLOWING: (1) N47'50'26"E, 323.91 FT.; (2) s 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 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE I,-1 �E� OF BOWMAN ROAD; THENCE S02°10'01"W ALONG SAID WEST RIGHT-OF-WAY LINE, 470.11 FT.; THENCE S02.39'45"W I CONTINUING ALONG SAID WEST II I I I b RIGHT-OF-WAY LINE, 109.97 FT.; THENCE S07°48'46"W CONTINUING ALONG / I SAID WEST RIGHT-OF-WAY LINE, 111.39 FT.; THENCE S02°39'45"W j I I CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 125.29 FT.; THENCE CONTINUINGWOESLINE BEING F, FA THE ARC OFRAY20 00 RADIUOSN CURVE THE RIGHT, CAHORD BEARING AND DISTANCE OF S47°27'22"W, 28.18 FT. TO A POINT ON THE NORTH I„ RIGHT-OF-WAY LINE OF KANIS ROAD; THENCE N87°45'01"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 549.92 FT. TO A POINT ON THE EAST LINE OF TRACT 15, SAID MONTCLAIR SUBDIVISION; THENCE S02°33'16"W ALONG II SAID EASTLINE,RES15.00 FT. TOSS.THEPOINT OF BEGINNING, CONTAINING MORE OR ILE II (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES - NORTH ZONE) I �CRRrkEKWOOD TLAZA I� General Notes: 1. Owner Developer: USA Drug fi l I 2100 Brookwood Drive Little Rock, AR 72202 Source of Title: ? 2. Linear feet of Internal Streets: 0 LF 3. Average Size of Lot: 1.4 Acres 4. Number of Lots: 7 Lots 5. Applicable existing covenants: None rl 6. Source of Water Supply: Central Arkansas Water I I II 7. Source of Wasterwater Disposal: LRWWU 8. Variances: Allow Advanced Grading with Development of First Lot Allow an Increased Cut Slope along Western Property Line up to 40 vertical I I Allow the Creation of a Lot without Public Street Frontage. 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: One Lot Per Phase, As Market Dictates 12. Average Slope of Lots =10% I� jo I I I I II II I I I I EVE 0 ER SHALL DEDICATE RO.W ND R07 @TREAT TO MS.P. 0 -��Illh PUBLIC WORKS NOTES: 1. A ROW OF DEDICATION OF 45' FROM CENTERLINE WILL BE PROVIDED ON BOWMAN AND KANIS ROADS. A 20' RADIAL DEDICATION WILL BE PROVIDED AT BOWMAN AND KANIS. 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. 4. THE CONTRACTOR SHALL OBTAIN ALL BARRICADE PERMITS PRIOR TO CONSTRUCTION IN THE ROW. 5. THE DEVELOPER SHALL PROVIDE A SKETCH GRADING AND DRAINAGE PLAN PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT THE ADEQ FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION, 7. SLOPE HEIGHT ON WEST PROPERTY LINE NOT TO EXCEED 40 FT. 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) will be required. PRELIMINARY PLAT WHITE -RATERS & ASSOCIATES, INC. � CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYINGINGLOTS 1-7 BOWMAN-KANIS RETAIL CENTER 24 RAHLIKG CIRCLE LITTLE ROCK, ARKANSAS 72223 Revised 2-14-07 Date 1-22-07 Scale Her. Vert. 1 •'=50' Sheet of LITTLE ROCK, ARKANSAS Sob No