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HomeMy WebLinkAboutZ-6973-H Map 7THIS SITE VICINITY MAP NTS ROW DEDICATION AND STREET IMPROVEMENT TO BE COMPLETED IN PHASE 2 N` \ <\ `\ 283,73\���� CDN71'19354tW' --= \. LC 14 5' wN e \ \ X0,4- a CNI J ROW DEDICATION AND STREET IMPROVEMENT TO BE COMPLETED IN PHASE 2 R506.22' CDN28'23`35"E LC 143.70' R848 51' OtkD CDS64° 1"W� 15'2 N33°44'50"W DAVID DODD tC235.78' 15.00' � .51 /CDS51'30'16"W ROW DEDICATION AND STREET LC142.96' i IMPROVEMENT TO BE COMPLETED - IN PHASE 2 i 9 � / n / -7' ��-�� / y - - LIGHT POLE TO BE RELOCATED s '0 � �c NG , 25 10 28j � SF spqces R788.51' CDS71 °05'35"1N LC33.03' f 40 0 40 '120 Scale 1 " = 40 ft LEGAL DESCRIPTION PART OF THE SW1/4 NW -1/4 OF SECTION 21, T -1-N, R -13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 1, THE VILLAGE AT COLONEL GLENN, LITTLE ROCK, ARKANSAS; THENCE S18°43'35"E ALONG THE WEST LINE OF SAID LOT 1, 35.53 FT.; THENCE S08°51'58"E CONTINUING ALONG SAID WEST LINE, 300.15 FT, TO SOUTHWEST CORNER OF SAID LOT 1; THENCE N71'24'28"E ALONG THE SOUTH LINE OF SAID LOT 1, 14.23 FT.; THENCE N81'08'04"E CONTINUING ALONG SAID SOUTH LINE EXTENDED, 174.85 FT. TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF DAVID O'DODD ROAD, BEING 30.00 FT. FROM THE CENTERLINE THEREOF; THENCE SOUTHWESTERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 788.51 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S43 -27'38"W, 702.00 FT. TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTHWESTERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 788.51 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S71'05'36"W, 33.03 FT.; (2) 572'17'37"W, 217.58 FT.; (3) SOUTHWESTERLY ALONG THE ARC OF A 848.51 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S54'16'24"W, 236.78 FT.; (4) N33'44'50"W, 15.00 FT.; (5) SOUTHWESTERLY ALONG THE ARC OF A 863.51 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S51'30'16"W, 142.95 FT. AND (6) S89'50'21 "W, 42.59 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF CHURCH STREET; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 283.73 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N71'19'35"W, 145.45 FT, TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF LAWSON ROAD, BEING 25.0 FT. FROM THE CENTERLINE THEREOF; THENCE N35'44'58"E ALONG SAID EAST RIGHT-OF-WAY LINE, 355.85 FT.; THENCE S15°25'13"E, 185.73 FT.; THENCE N38'39'42"E, 159.95 FT.; THENCE N38'18'57"E, 122.19 FT.; THENCE N54 -19'46"W, 157.30 FT. TO A POINT ON THE SAID EAST RIGHT-OF-WAY LINE OF LAWSON ROAD; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 505.22 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N28'23'35"E, 143.70 FT.; THENCE S70'45'02"E, 118.08 FT.; THENCE N05'30'29"E, 60.78 FT.; THENCE S83°45'32"E, 175.20 FT.; THENCE 513'55'25"E, 348.44 FT. TO THE POINT OF BEGINNING, CONTAINING 4.5383 ACRES MORE OR LESS. NO 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 Panel No. 050181 0083 F, Oct. 19, 2001) 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. Daniel W. Havner, PLS #1542 Ark Owner: Terraforma, LLC P.O. Box 13437 Moumelle, AR 72113 (501) 517-7220 Contact: Dave Bruning Developer: Riverside Properties, LLC P.O. Box 3157 Little Rock, AR 72203 (501) 555-9457 Contact: Jesse Munn /)J/,8 0 67