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HomeMy WebLinkAboutS-1423 Map 1- VW' RUIN N, `N, / � - _, i , . � 1 i � I I i � � II " \ / 1 •` % r ' t ' ! f ,' �} � i 1 ��. \ �.� � h+U� ' { I �, Xi /l �/ r I � i ", 1 / �� / ` , •�_ .ter` � / / % / i �' ,�•l'Y s \.�\\�`_� I i '{ ( I /--'-/� % i' �Ch `/ / ./ \� ._..__.� - 1 , / / IF3^3YE j _ 71�2 OJJ DeveIo ef-te-Constr ct AII'Adjacent Street Improvements as Required b Mastet Street Ian V _ \\ 9 y, , I I I � ... \. � \ `•.--� ,`� ll ll7 % l : l �r � / . v�� �5a yem°`n '.� I {, ' ! Deve ec . 25' / 6 / POND Propose�,Drivewoy *ron�- \ O R4 -59-E / 737.1 CQN41E LC127..65'--" er,Jo'Dedicate iial Right -of -Way' �u•ski _hc f42.59•.-/ , f L ` _ �., , � � � ,• ' `,I � � � 1� JA FAIR iT -350 =/ // /' I I m�� fili' I I �i I Ih 1 GLt 0 m & 36TH STREET 0 U N COLONEL GLENN ROAD l�A 'F9T LAWSON ROAD M a I ti LWID O'DODD ROAD Vicinity Map N.T.S. 100 0 100 Scale 1" = 100 ft CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that GISTER,6�'' .� this plat correctly represents a bound- ••••4•"STATrOF''••., '•Ofy survey made of verified by me that all ARKANSAS •Surveying requirments of the State of No 1281 Arkansas and City of Little Rock Sub- 9division Rules and Regulations have been , ,compiled with and a copy of said Qlioundary has been duly filed for record L, 11 offices of the State Surveryor and ��I�NAL LA B 19 ,in Plat Pulaski County Book CircuitPageerk on 300 PART OF THE SW1/4 NW1/4 OF SECTION 21, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS: Date of Execution Paul M. White, Registered Land COMMENCING AT THE NORTHWEST CORNER OF SAID SW1/4 NW1/4, SECTION 21; Surveryor No. 1281, Arkansas 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.; ii�''��� THENCE N87'00'E, 25.00 FT. TO THE EAST RIGHT-OF-WAY LINE OF/jS` t E p! CERTIFICATE OF PRELIMINARY LAWSON ROAD AND THE POINT OF BEGINNING; THENCE N87'41'2g'E, O AR ANSAS _N ENGINEERING ACCURACY 174.03 FT.; THENCE N14'54'26"W, 145.32 FT. TO THE SOUTH RIGHT �F-„ >a WAY LINE OF COLONEL GLENN ROAD, BEING 55.0 FT. FROM THE CEt ERIfGiSTERED Z I, Timothy E. Daters, hereby certify that this lot correctly represents a THEREOF; THENCE N71'24'28" E ALONG SAID SOUTH RIGHT-OF-WAY LINFp R 0 F E S S 10 N A L plat made by me, and that engineering 570.49 FT.; THENCE S18'35'327E CONTINUING ALONG SAID SOUTH RIGHT- ENGINEER requirements of the Little Rock OF -WAY LINE, 10.00 FT.; THENCE N71'24'28"E CONTINUING ALONG SkI0A * x * 93 it Subdivision Rules and Regulations have SOUTH RIGHT-OF-WAY LINE, 71.25 FT.; THENCE SOi'44'35"W, 5153, 0.5033 `� ilhave been compiled with. FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF DAVID O'601) _ ���f THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE I' E OPo�/ FOLLOWING: 1 SOUTHWESTERLY ALONG THE ARC OF A 733.57 FT. RADIUS. () Date of Execution Timothy E. Daters CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S51'44'027W, Registered Professional 543.33 FT.; (2) S72'17'3-/'W, 246.02 FT.; (3) SOUTHWESTERLY ALONG Engineer No. 5033, Arkansas THE ARC OF A 906.74 FT. RADIUS CURVE TO THE LEFT,A CHORD BEARING AND DISTANCE OF S63'10'47"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 CERTIFICATE OF PRELIMINARY PLAT APPROVAL SAID NORTH RIGHT-OF-WAY LINE, 42.59 FT.; THENCE N76'12'12"W CONTINUING ALONG SAID NORTH LINE, 151.95 FT. TO A POINT ON THE EAST All requirements of the Little Rock RIGHT-OF-WAY LINE OF LAWSON ROAD; THENCE NORTHEASTERLY ALONG SAID Subdivision Rules and Regulations EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 737.13 FT. RADIUS CURVE relative to the preparation and TO THE LEFT, A CHORD BEARING AND DISTANCE OF N41'46'56"E, 127.65 submittal of a preliminary plat having FT.; THENCE N36'48'53"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY been fulfilled, approval of this plat is hereby granted, subject to further LINE, 253.22 FT.; THENCE S14'49'14"E, 178.10 FT.; THENCE provision of said Rules and Regulations N39'11'327E, 160.00 FT.; THENCE N36'43'39"E, 38.42 FT.; THENCE This certificate shall expire. N38'25'37"E, 84.67 FT.; THENCE N54'45'3ek 156.34 FT. TO A POINT ON THE SAID EAST RIGHT-OF-WAY LINE OF DAVID O'DODD ROAD; THENCE N3908'30"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.; Date of Execution Planning Administrator THENCE N83'46'32"W, 106.28 FT. TO A POINT ON THE SAID EAST RIGHT- OF-WAY LINE OF LAWSON ROAD; THENCE N08'59'00"E ALONG SAID EAST RIGHT-OF-WAY LINE, 144.51 FT. TO THE POINT OF BEGINNING, CONTAINING 12.8124 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 Wastenvater Disposal: LRWWU 8. Variances: None 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: As Market Demands OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. 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. 12. Stormwater Detention will be provided on APR 0 7 2004 each lot as it develops. PRELIMINARY PLAT BY: COLONEL GLENN CENTER An Addition to the City of Little Rock March 15, 2004 �/�R }e�vnr/�v/�A�pprryi�ln,�5, 2004 © VV IQIIL lI JL�LYA![ ICi/L1iY �S-49S®LL.IA ll s, INC Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 (S__ 103