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Home My WebLink AboutZ-6554-G Map 3NOT TO EXCEED 40 FT HIGH PROPOSED SLOPE DETAIL) PROPOSED SLOPE DETAIL 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 Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL ?PLAT OK 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 !7nlo or This certificate shall expire. orq ? of Execution Planning Administrat 26"E 2583'25 21.92 OWNER OR DEVELOPER Address Source of Title D.R- Page Instrument No. 2004-007128 2004-007129 2004-007130 onnd_nrrn Al W 3 .hs) -f x.. stl..1>>r .r .:.:' SAMS / WALMART ZONED "C-3",,, TRUCK ENTRANCE LO .�' cn ,thy E. Daters �a ! S87"55'12"E 380.13' I 380.13' SaCorn( stered Professional A s Ti neer No. 5033, Arkansas a 225' .✓ dry ...._... / I)MLDPRR SHALL DRDIC N R.D. WD WRM 57MET TO ESP, ZONED "C-3" ° DB9dLDPL'R SHALL AMC, R.D,iI• ' 'o AND IYPROW SYMSF TD Y.S.P. ""�•�. I Seale 1 " = 50 ft 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: BEGINNING AT THE SOUTHEAST CORNER OF TRACT 15, SAID MONTCLAIR SUBDIVISION; THENCE N87'37'58"W ALONG THE SOUTH LINE OF SAID TRACTS 15, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF KANIS 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 ON THE SOUTH LINE OF SAM'S TRACT, SPENCER ADDITION, LITTLE ROCK, ARKANSAS; 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 FT. 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 50748'46"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 111.39 FT.; THENCE S02'39'45W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 125.29 FT.; THENCE SOUTHWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 20.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S47'27'22"W, 28.18 FT. TO A POINT ON THE NORTH 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 SAID EAST LINE, 15.00 FT. TO THE POINT OF BEGINNING, CONTAINING 13.9022 ACRES, MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES - NORTH ZONE) LEGENU ........................................................................................... .� I ....... fire hydrant -------- g water valve bD water meter ................ ® .................................. water hydrant ® electric box 11-111-1 -.._----------- ss mh sanitarysewer manhole ................................................................................................... light pole -fit- fence ..................... ............... rap _...... ..... ............ ............ .......... ...___....... .......... reinforced concrete pipe ... _- ... ... __....................... cmp corrugated metal pipe - 9- ..................................................... curb inlet-drainage .......... (2)p junction box -drainage Source of Title: ? handicap ramp pp power pole _..... tr _.................................................. _.......... . telephone riser ................................................................................................... telephone manhole .._...._......... rcp reinforced concrete pipe amP..........................corrugated ........................................ ...metal....p .pe _.. 8"' SS _ ,�. 8" sanitarysewer main C/o sanitary sewer clean out NOT TO EXCEED 40 FT HIGH PROPOSED SLOPE DETAIL) PROPOSED SLOPE DETAIL 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 Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL ?PLAT OK 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 !7nlo or This certificate shall expire. orq ? of Execution Planning Administrat 26"E 2583'25 21.92 OWNER OR DEVELOPER Address Source of Title D.R- Page Instrument No. 2004-007128 2004-007129 2004-007130 onnd_nrrn Al W 3 .hs) -f x.. stl..1>>r .r .:.:' SAMS / WALMART ZONED "C-3",,, TRUCK ENTRANCE LO .�' cn ,thy E. Daters �a ! S87"55'12"E 380.13' I 380.13' SaCorn( stered Professional A s Ti neer No. 5033, Arkansas a 225' .✓ dry ...._... / I)MLDPRR SHALL DRDIC N R.D. WD WRM 57MET TO ESP, ZONED "C-3" ° DB9dLDPL'R SHALL AMC, R.D,iI• ' 'o AND IYPROW SYMSF TD Y.S.P. ""�•�. I Seale 1 " = 50 ft 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: BEGINNING AT THE SOUTHEAST CORNER OF TRACT 15, SAID MONTCLAIR SUBDIVISION; THENCE N87'37'58"W ALONG THE SOUTH LINE OF SAID TRACTS 15, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF KANIS 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 ON THE SOUTH LINE OF SAM'S TRACT, SPENCER ADDITION, LITTLE ROCK, ARKANSAS; 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 FT. 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 50748'46"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 111.39 FT.; THENCE S02'39'45W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 125.29 FT.; THENCE SOUTHWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 20.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S47'27'22"W, 28.18 FT. TO A POINT ON THE NORTH 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 SAID EAST LINE, 15.00 FT. TO THE POINT OF BEGINNING, CONTAINING 13.9022 ACRES, MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES - NORTH ZONE) Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwoter detention ordinance does apply to this property. 3, Plans of all work in right -of -wap shall be submitted for approval prior to start of work. 4. Provide stripping and signage pians 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. PRELIM WARY PUN'T LOTS 1-7 er CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING OWMAN-KANIS RETAIL CENTER 24 RAHL€NG CIRCLE LITTLE ROCK, ARKANSAS 72223 Draws By: I Checked i..l LE ROCK, ARIA.NSAS I 5--7--07 - Revised 2-14-07 q Date 1 "" 22-07 Her. Vert. Scale sheet of Job No. I WOOD 1� LAZA I O I General Notes; 1. Owner & Developer'; USA Drug �I t; 2100 Brookwood Drive Little Rock, AR 72202 Source of Title: ? 2. Linear feet of Internal Streets: 0 LF 3. Average Size of Lit: 1.4 acres 4. Number of Lots: 7 Lots 5. Applicable existing covenants: None '! I 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: Allow Advanced Grading with Development of First Lot ,s' I Allow an Increased Cut Slope along Western Property Line up to 40 vertical feet. the Creation of or Lot without Public Street Frontage. IAllow 9. Floodway / Floodplain; N/A F 10, Municipal Boundaries: Inside Corporate City Limits !II I 11. Phasing Plan: One Lot Per Phase, As Market Dictates ' I 12. Average Slope of Lots =10% I . ; I PUBLIC WORKS NOTES: I'I 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. [I I I I I 2. THE DEVELOPER WILL CONSTRUCT ONE HALF STREET IMPROVEMENTS TO BOWMAN AND KANIS INCLUDING 5 SIDEWALKS. tj+ I I I 3. ALL PLANS FOR WORK IN THE ROW WILL BE SUBMITTED PRIOR TO CONSTRUCTION. I I ` 4. 5. THE CONTRACTOR SHALL OBTAIN ALL BARRICADE PERMITS PRIOR TO CONSTRUCTION IN THE ROW. THE DEVELOPER D ESP. SHALL PROVIDE A SKETCH GRADING AND DRAINAGE PLAN PRIOR TO CONSTRUCTION. 'RDvxr`RssarTalr.s.P. 6. THE CONTRACTOR SHALL CONTACT THE ADEQ FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. I'I'I I• I I 7. SLOPE HEIGHT ON WEST PROPERTY LINE NOT TO EXCEED 40 FT. � 1 3 Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwoter detention ordinance does apply to this property. 3, Plans of all work in right -of -wap shall be submitted for approval prior to start of work. 4. Provide stripping and signage pians 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. PRELIM WARY PUN'T LOTS 1-7 er CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING OWMAN-KANIS RETAIL CENTER 24 RAHL€NG CIRCLE LITTLE ROCK, ARKANSAS 72223 Draws By: I Checked i..l LE ROCK, ARIA.NSAS I 5--7--07 - Revised 2-14-07 q Date 1 "" 22-07 Her. Vert. Scale sheet of Job No.