The URL can be used to link to this page

Home My WebLink AboutS-1423-A Map 3- -. -- - _ \ Q f _ f _ee 0 ; I 1 ------------ t t ; - ,. . v r r v , i I E 15 r I: 1 r r r f , p . r , , r J / %'s 1 9i / Developer to Cistrae� All Adjacent Street ; Improvements as Required by Master Str, t Plan POND N382,5'`Z7"E v 84.67 -----v-i+R- -- PART OF THE SW1/4 NW1/4 OF SECTION 21, T-1—N, R-13—W, PULASKI COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHWEST CORNER OF SAID SW1/4 NW1/4, SECTION 21; THENCE 01'00'W, 317.4 FT.; THENCE S63'06'E, 408.7 FT. TO A RAILROAD SPIKE IN THE CENTERLINE OF LAWSON ROAD; THENCE N23'59'E ALONG CENTERLINE OF LAWSON ROAD, 75.0 FT. TO A RAILROAD SPIKE; THENCE N09'48'E ALONG CENTERLINE OF LAWSON ROAD, 168.6 FT.; THENCE N87 00'E, 25.00 FT. TO THE EAST RIGHT—OF—WAY LINE OF LAWSON ROAD AND THE POINT OF BEGINNING; THENCE 1\18741'287E, 174.03 FT.; THENCE N14'54'26"W, 145.32 FT. TO THE SOUTH RIGHT—OF— WAY LINE OF COLONEL GLENN ROAD, BEING 55.0 FT. FROM THE CENTERLINE THEREOF; THENCE N71'24'28"E ALONG SAID SOUTH RIGHT—OF—WAY LINE, 570.49 FT.; THENCE S18'35'V'E CONTINUING ALONG SAID SOUTH RIGHT— OF—WAY LINE, 10.00 FT.; THENCE N71'24'28"E CONTINUING ALONG SAID SOUTH RIGHT—OF—WAY LINE, 71.25 FT.; THENCE S01'44'35"W, 515.33 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF DAVID O'DODD ROAD; THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT—OF—WAY LINE THE FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 733.57 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S51-44'02"W, 543.33 FT.; (2) S72'17'37"W, 246.02 FT.; (3) SOUTHWESTERLY ALONG THE ARC OF A 906.74 FT. RADIUS CURVE TO THE LEFT,A CHORD BEARING AND DISTANCE OF S6310'47'W, 228.09 FT. AND (4) SOUTHWESTERLY ALONG THE ARC OF A 863.51 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S51'01'23"W, 142.96 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF CHURCH ROAD; THENCE S89'21'28"W ALONG SAID NORTH RIGHT—OF—WAY LINE, 42.59 FT.; THENCE N76'12'127W CONTINUING ALONG SAID NORTH LINE, 151.95 FT. TO A POINT ON THE EAST RIGHT—OF—WAY LINE OF LAWSON ROAD; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT—OF—WAY LINE BEING THE ARC OF A 737.13 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N41'46'56"E, 127.65 FT.; THENCE N36'48'53"E CONTINUING ALONG SAID EAST RIGHT—OF—WAY LINE, 253.22 FT.; THENCE Sl V49'14"E, 178.10 FT.; THENCE N39'11'32"E, 160.00 FT.; THENCE N36'43'39"E, 38.42 FT.; THENCE N38'25'37"E, 84.67 FT.; THENCE N54'45'34"W, 156.34 FT. TO A POINT ON THE SAID EAST RIGHT—OF—WAY LINE OF DAVID O'DODD ROAD; THENCE N30'08'30"E ALONG SAID EAST RIGHT—OF—WAY LINE 143.70 FT.; THENCE S71'51'25"E, 113.50 FT.; THENCE 04'50'56"E, 60.79 FT.; THENCE N83'46'32"W, 106.28 FT. TO A POINT ON THE SAID EAST RIGHT— OF—WAY LINE OF LAWSON ROAD; THENCE N0959'00"E ALONG SAID EAST RIGHT—OF—WAY LINE, 144.51 FT. TO THE POINT OF BEGINNING, CONTAINING 13.67 ACRES MORE OR LESS. I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. SOME PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 050181 0082 F, Oct. 19, 2001) Paul M. White, PLS #1281 AR General Notes: 1. Owner & Developer: Terraforma, LLC P.O. Box 13437 Moumelle, AR 72113 Source of Title: Various Deeds 2. Linear feet of Internal Streets: 0 Lf 3. Average Size of Lot: 150' x 300' 4. Number of Lots: 12 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: CAW 7. Source of Wasterwater Disposal: LRWWU 8. Variances: None 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: As Market Demands 12. Stormwater Detention will be provided on each lot as it develops. 100 0 100 Scale 1" = 100 ft 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 boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19_ , in Plat Book _Page 300 Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas 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 compiled with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas 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. Dote of Execution Planning Administrator OWNER OR DEVELOPER Date of Execution Name Source of Tile D.R. Instrument No. Address — Page Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance applies to this property. 3. Plans of all work in right—of—way shall be submitted for approval prior to start of work. 4. Provide striping 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 utilities and drainage where needed. 7. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. • •APIA M991 MA • THE VILLAGE AT COLONEL GLEN An Addition to the City of Little Rock March 15, 2004 Rev: January 6, 2005 2� <a -� .�- Q CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVE)1NG 024 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 M: I _J