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Home My WebLink AboutS-1426-C Map 3CERTIFICATE OF OWNER LEGEND FOUND IRON PIN 0 FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT C) CM CENTERLINE OF ROAD - RIGHT OF WAY - - - - LOT LINES FENCE LINES X X EASEMENT LINE - - - - - -- OVERHEAD ELECT. -E-E SEWER LINE S S WATER LINE W W TRAFFIC 0*00 SIGNAL POLE LIGHT POLE ACREAGE PER 40 We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Date of Execution Landers Land Company #7, LLC 153 Hickory Creek Circle Source of Title: Little Rock, AR 72212 Instrument No. A=66.55' E8739 S5"E - _ o Lr=66.54' C col I L�AEL GL NN DEV.T.�I�%%� A In.oz' 1 1441.-007.01 //J(�I� so1012'28' R 13oo \ HELEN M. ANDREWS SW COR. 44L-143.00-0214.00 NE1/4,SW1/4, ZONED R2 SECTION 21 T-1-N,R-13-W Date of Executior Source of Title: Instrument No. _ Playtime Partnership, LLC 1501 North University Ave., Suite 740 Little Rock, AR 72207 Date of Execution Source of Title: Instrument No. Date of Execution Glenn Ridge Crossings II, LLC Date of Execution 1501 North University Ave., Source of Title: Suite 740Little RockAR 72207 Source of Title: , Instrument No. Instrument No. - NW-15'49"S '60.00' -(-n..--tSJ.W"UG-J.UC.� ZONED R2 NOTE&: i. No Designated Wetlands lie on the Property. 2. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water. 3. All disturbed areas must be sodded. One 1-1/2" tree per every 2 units. Six i-gallon shrubs per unit. A. All landscaped areas to be irrigated. LOT 25 1-430 COL. GLENN 50. F.1" PIPE COL. GLENN PARTNERS CENTER OF 44L-143,05-025,00 SECTION 21 ZONED C-3 T-1-N,R-13-W THIS SURVEY Glenn Ridge Crossings I, LLC 1501 North University Avenue, Suite 740 Little Rock, AR 72207 LaRock Properties, LLC 25 Colonel Glenn Plaza Dr. Little Rock, AR 72210 -N- SECTION21' I vu VTt),LAMBERTRV\J)�ST T-1-N,R-13-W 44L-143 .00 \ ZONEDED R2 R2 5. All new streets shall have street lighting and signage per Little Rock Standards. 6. All first floor finished elevations to be minimum 1'-0" above the 100 year flood elevation. 7. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP. 6. All dumpsters to he within a brick, gated enclosure, GRAPHIC SCALE 1"=i00' 0 100 200 BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD-83 L f B s s d d 1 1 E a N s f f R ' 1 1 d E c S 5 s N s � 1 VICINITY MAP N.T.S. oil anI: l 10) I . •\ I IN 111-1.111I�u►1i U C.7 , QW ands lying in Section 21, Township 1 North, Range 13 West, more particularly described as allows: eginning at a found i pipe at the center of said Section 21 South 87 degrees 34 minutes 41 econds East 447.52 feet to a point on the West Right -of -Way of Interstate 430: thence along aid Right -of -Way South 02 degrees 40 minutes 47 seconds West 673.88; thence South 07 agrees 57 minutes 56 seconds West 655.89 feet; thence leaving said Right -of -Way North 85 agrees 47 minutes 54 seconds West 392.25 feet to a found 1 inch being the Southeast Corner f the Northeast Quarter of the Southwest Quarter of said Section 21; thence North 87 degrees 48 inutes 01 seconds West 1311.97 feet to a found i pipe being the Southwest Corner of the said ortheast Quarter of the Southwest Quarter; thence North 02 degrees 59 minutes 21 seconds eat 1114.65 feet; thence South 86 degrees 42 minutes 38 seconds East 122.16 feet; thence along curve to the right 13.38 feet having a radius of 172.88 feet and a chord bearing and distance of orth 57 degrees 11 minutes 20 seconds East 13.38 feet; thence North 59 degrees 24 minutes 24 econds East 448.87 feet; thence along a curve to the right 11702 feet having a radius of 130.00 eat and a chord bearing and distance of North 01 degrees 12 minutes 28 seconds East 113.11 eet; thence North 26 degrees 59 minutes 45 seconds East 87.87 feet to a point on the South ight-of-Way of Colonel Glenn Plaza Loop; thence along said Right -of -Way and a curve to the eft 66.58 feet having a radius of 600.00 feet and a chord bearing and distance of South 57 agrees 39 minutes 35 seconds East 66.54 feet; thence South 63 degrees 06 minutes 44 seconds eat 47.48 feet; thence South 65 degrees 51 minutes 32 seconds East 234.16 feet; thence along a urve to the right 158.00 feet having a radius of 252.50 feet and a chord bearing and distance of outh 47 degrees 55 minutes 59 seconds East 155.43 feet; thence South 29 degrees 59 minutes 5 seconds East 108. 12feet; thence leaving said Right -of -Way North 64 degrees 15 minutes 49 econds East 60.00 feet; thence North 15 degrees 04 minutes 04 seconds East 35.56 feet; thence orth 59 degrees 56 minutes 48 seconds East 54.09 feet; thence South 87 degrees 22 minutes 10 econds East 165.79 feet to the point of beginning containing 52.916 acres more or less. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I. Robert 0. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly filed for record in the offices of the state surveyor and the county circuit clerk within the last (7) years. Date of Execution ROBE Lb Y REGISTERED LAND SURVEYOR NO. 83. ARKANSAS CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering requirements of North Little Rock Subdivision Rules and Regulations hetve be comp lie Date of Execution ROBERT D. HOLLOWAY REGISTERED PROFES: ENGINEER NO. 2335, CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Re relative to the preparation and submittal to a preliminary p fulfilled, approval of this plat is hereby granted, subject provisions of said rules and regulations. This certificate s I1 1 � Date of Execution Chairman, Little Rock Planning Commission GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE NO. 0S0I810113 F, IIATEO OCTOBER I9, 2OOI, INOICATES THAT THE PROF LIES WITHIN ZONE X ANO 15 NOT WITHIN A SPELIAL FLOOD HAZARD ARE SURVEYCODE: SOD-OIN-I3.J-0-02-220-M-083 MAP SHOWN HEREON U) C O Ul .N a1 L 2 X: W 7 Cr T II a) Y O) V 3 N 73 L U OF au "' uz. THE HOLLOWAY. o - No.f879 = S - E • an -I L0 m wi ti Cu r` N EO d1 O C N Y L L O Q CID ai tor-1 M� U a) E ® 7 Cu X n O .. W CU ~o CU Z N, 03 on a n a1 r-1-1 ++ Ep m u 'O Q1 RECEIVED JUL 18 2011 BY: