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HomeMy WebLinkAboutS-1426-C Map 2LEGEND FOUND IRON PIN 0 FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT O 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 00XO SIGNAL POLE LIGHT POLE SW COR. CERTIFICATE OF OWNER 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 M7, LLC 153 Hickory Creek Circle Source of Title: Little Rock, AR 72212 Instrument No. A=55.58' L[=55555-94' 55R \ o-ann nnI I I 6L t GL NN DEV..-W 'K'- s I ' `N- A=11l.o2' IVRI�o \ SECTION 21 T-1-N,R-13-W ACREAGE PER 40 HELEN M. ANDREWS 44L-14%3.00-024.00 ZONED K2 Date of Execution Source of Title: Instrument No. - Source of Title: Instrument No, -I1rL-1-fUA 1./-VZ0.L) ZONED R2 NOTES, 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 1-gallon shrubs per unit. 4. All landscaped areas to be irrigated. Playtime Partnership, LLC 1501 North University Ave., Suite 740 Little Rock, AR 72207 Date of Execution Source of Title: Instrument No. Glenn Ridge Crossings II, LLC Date of Execution 1501 North University Ave., Suite 740 Little Rock, AR 72207 Source Title: Instrument t No. _ LOT 25 1-430 COL. GLENN SUB. F.1" PIPE COL GLENN PARTNERS CENTER OF 44L-143,05-025,00 SECTION 21 ZONED C-3 T-1 Nit 13-W THIS SURVEY Glenn Ridge Crossings I, LLC 1501 North University Avenue, Suite 740 Little Rock, AR 72207 Rock Properties, LLC Colonel Glenn Plaza Dr. ttle Rock. AR 72210 -N- ASECTiON21 >V I ULAVY51AMDERTTR�JST T-1-N,R-13-W -143.00-0S1.Qd� / ZONED 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. B. All dumpsters tq be within a brick, gated enclosure. GRAPHIC SCALE 1"=100' 0 100 200 BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD-83 I VICINITY MAP N.T.S. I I"I�I.I IL\llll\ •\I�l I"I..•\ I W1,I:NI1` 1lo ilEll C' I' (�) � � I12 LEGAL DE5CR MON: Lands lying in Section 21, Township 1 North, Range 13 West, more particularly described as follows: Beginning at a found i pipe at the center of said Section 21 South 87 degrees 34 minutes 41 seconds East 447.52 feet to a point on the West Right -of -Way of Interstate 430; thence along said Right -of -Way South 02 degrees 40 minutes 47 seconds West 673.88; thence South 07 degrees 57 minutes 56 seconds West 655.89 feet; thence leaving said Right -of -Way North 85 degrees 47 minutes 54 seconds West 392.25 feet to a found 1 inch being the Southeast Corner of the Northeast Quarter of the Southwest Quarter of said Section 21: thence North 87 degrees 4B minutes Oi seconds West 1311.97 feet to a found i pipe being the Southwest Corner of the said Northeast Quarter of the Southwest Quarter; thence North 02 degrees 59 minutes 21 seconds East 1114.65 feet; thence South 86 degrees 42 minutes 38 seconds East 122.16 feet; thence along a curve to the right 13.38 feet having a radius of 172.88 feet and a chord bearing and distance of North 57 degrees 11 minutes 20 seconds East 13.38 feet: thence North 59 degrees 24 minutes 24 seconds East 448.87 feet; thence along a curve to the right 117.02 feet having a radius of 130.00 feet and a chord bearing and distance of North 01 degrees 12 minutes 28 seconds East 113.ii feet; thence North 26 degrees 59 minutes 45 seconds East 87.87 feet to a point on the South Right -of -Way of Colonel Glenn Plaza Loop; thence along said Right -of -Way and a curve to the left 66.58 feet having a radius of 600.00 feet and a chord bearing and distance of South 57 degrees 39 minutes 35 seconds East 66.54 feet; thence South 63 degrees 06 minutes 44 seconds East 47.48 feet; thence South 65 degrees 51 minutes 32 seconds East 234.16 feet; thence along a curve to the right 158.00 feet having a radius of 252.50 feet and a chord bearing and distance of South 47 degrees 55 minutes 59 seconds East 155.43 feet: thence South 29 degrees 59 minutes 55 seconds East 108.12 feet; thence leaving said Right -of -Way North 64 degrees 15 minutes 49 seconds East 60.00 feet: thence North 15 degrees 04 minutes 04 seconds East 35.56 feet; thence North 59 degrees 56 minutes 48 seconds East 54.09 feet; thence South 87 degrees 22 minutes 10 seconds East 165.79 feet to the point of beginning containing 52.916 acres more or less. TbTI-I^AT ^' -�"l1A 11.1 A!^J -lICIT L1/ Ar^l IM AM is plat correctly represents a boundary survey s shown represents a boundary survey s shown hereon actually exist and their own. The plat has been surveyed and duly surveyor and the county circuit clerk within )rLliou ,``�,unululu ROBERT D. HO LULOOY�AY `��.4�CSIST� REGISTERED LAND SURVEYOR ��SST TE( NO. 83, ARKANSAS AARWAuc /.ra f.'1 r1^A. ^r 19 l II dlA la MIrAt/'4Al!"!-emu1/ Arrl 1ft AN a, represents a plan made by me and that the engineers North Little Rock Subdivision Rules and Regulations 7 -/0-a©/( equirements of the e been, complied wi Date of Execution ROBERT D. HOLLOWAY REGISTERED PROFESSIONAL ENGINEER NO. 2335. ARKA All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal to a preliminary plat have been fulfilled, approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire on Date of Execution Planning Commission GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 0-901810113 F, DATED OCTOSER 19. 2001, INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND 15 NOT WITHIN A SPECIAL FLOOD HAZARD AREA. SURVEY CODE: 500-OIN-13+0-02-2213-50-083 L J IL � H `A C, d M Z< a S LU U) C O a) L M ti CU n va m U) N C > 10 .ly Y L L C3 T (i) a) (J) r-r (Q r-1 U (L) E O 7 N � ft L 4-% Q CL �A U L 71�1G. WWW 0 W O Z U) a a) m U (N RECEIVED JUL 1 8 2011 BY: