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Home My WebLink AboutS-0921 Map 1, I.P FOUND S 870 33' 0211 E FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN ABOVE IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0015 D, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985. DATE: Am GREGO T. SULLIVAN P.L.S./ 1096 T 60- . . I COMMON ACCESS T DESCRIPTION Part of the Southeast 1/4 of the Northeast 1/4 of Section 25, T-1-N, R-13-W, Pulaski County, Arkansas, being more I particularly described as follows: Commencing at the Northeast corner of the Southeast 1/4 of I the Northeast 1/4 of said Section 25; thence North 87' 33' 02" West along the North line of said SE 1/4, NE 1/4 a distance of 36.17 feet to a point on the Westerly right -of - PRIVATE FRONT YARD SETBACK way line of. Geyer Springs Road; thence along said right -of - REQUIREMENT BY PROPERTY OWNERS AND way line on a curve to the left, having a radius of 681.19 NOT SUBJECT TO AMENDMENT BY feet, and arc distance of 170.16 feet and a chord which PUBLIC AUTHORITIES. ANY AMENDMENT bears South 10" 49' 04" East for a distance of 169.71 feet TO THIS SETBACK SHALL BE APPROVED to a point on the East line of. said SE 1/4, NE 1/4; thence N I BY THE OWNERS OF LOT I. along said East line South 01' 29' 12" west 206.19 feet; thence on a curve to the left, having a radius of 2965.00 feet, an arc distance of 523.58 feet, and a chord which bears South 49' 21' 24" West for adistance of 522.90 feet; thence North 87` 33. 5511 West 583.11 feet to a point on the East right-of-way line of University Avenue; thence along _ said right-of-way line North 08" 30' 00^ East 455.00 feet to CO the POINT OF BEGINNING; thence continuing along said right- fu - of -way line North 08' 30' 00" East 60.00 feet; thence South z �, I - 81' 30' 00" East 315.65 feet; thence on a curve to the left, L. ' having a radius of 420.00 feet, an arc distance of 125.93 J ��KFO I feet, and a chord which bears North 89. 54' 36" East for a 3 distance of 125.46 feet; thence South 08" 40' 4711 East 60.00 CY I feet; thence on a curve to the right, having a radius of I 150' 480.00 feet, an arc distance of 143.93 feet, and a chord M I which bears South 89" 54' 36" West for a distance of 143.39 w I feet; thence North 81' 30' 00" West 315.65 feet to the POINT OF BEGINNING, containing 27,035 square feet or 0.621 acres, more or less. I 15' UTILITY EASMEMENT-��FRONT Y4RD L TO BE DEDICATED THIS PLAT , T. SETBgCK 60 COMMON ACCESS ESMTO BE DEDICATED I.PSE ' ARKANSAS LOUISIANA GAS CO. R/W CE t AS RECORDED IN BOOK 281, PA - 845.30 - - POINT OF BEGINNING I.PS ETI 43, PULASKI COUNTY, ARKANSAS, AND LYING 25' ON EITHER SIDE OF THE -�- PIPE AS CONSTRUCTED. 15 DRAINAGE a UTILITY ESMT. THIS PLAT. RIGHT IS GRANTED BY ALL PROPERTY 7 PUB LOWNERS RIGHT-OFI WAY MT. 70 BECOME L O T 9181 fCi PO.B.-C MO MON- ACCESS EASEMENT i COMMON gCCESS EASEMENT � - - I 0 3�5 65. N 89°543611 E 143,39' ACCESS60EASEMENT (CHORD) I.P.SET I I i IW Lu z I I I I Q 0D I O (D I I I C/) 82.34' LLI o I Ld z � II� 45' FRONT YARD SETBACK I I W 15' UTILITY EASEMENT TO BE DEDICATED IRIS PLAT O O OGD I I O I Z I l i I FRONT YARD SETBACK 250.7- - ONE STORY BLOCK B8, BRICK UILDING 250.69' L 0 T I 4.546 ACRES IR 188 °35' 241\ TO BE DEDICATED THIS PLAI I I PFOUND R.R. SPIKE FOUND, NE CORNER, _N 87.3302 W SE 1/41NE 1/4, SECTION 25, 36,17' T-I-N, R-13-W. I.P FOUND, SW CORNER, LOT. 'A' HUTSELL'S SUBDIVISION. N 85-59'47" E 34.05' I POINT OF BEGINNING -UTILITY ESMT. DESCRIPTION Ih m S 100 49' 04" E 169.71' (CHORD) 10' R/W DEDICATIO r -�_ GEYER SPRINGS ROAD INST. NO. 90-24904 I 70' R/W / 45' FRONT YARD / SETBACK / 15' UTILITY EASEMENT \ 1 TO BE DEDICATED THIS PLAT j PROPERTY LINE . SET CURVE DATA A =140 I8' 44" T = 85.52' R=681.19' L= 170.16' 1 UTILITY EASEMENT DESCRIPTI'A 8102 611 I Part of the Southeast 1/4 of the Northeast 1/4 of Section PROPERTY LINE zs, T-1-N, R-13-W, Pulaski County, Arxansa::, being more CURVE DATA particularly described as follows: I ,L = 17"10 47 Commencing at the Northeast corner of the Southeast 1/4 of T = 72.51' I the Northeast 1/4 of said Section 25; thence North 87' 33' 0211 West along the North line of said SE 1/4, NE 1/4 a R = 40.0 0 3L distance of 36.17 feet to a point on the Westerly right-of- = 143,9 3' way line of Geyer Springs Road; thence along said right-of- way line on a curve to the left, having a radius of 681.19 I feet, an arc distance of 36.90 feet and a chord which bears South 05` 12' 48" East for a distance of 36,89 feet to the POINT OF BEGINNING; thence continuing along said right-of- I way line on a curve to the left, having a radius of 681.19 feet, an arc distance of 15.01 feet, and a chord which bears South 07' 23' 47" East for a distance of 15.01 feet; thence I on a curve to the left having a radius of 465.00 feet, an arc distance of 169.10 feet and a chord which bears South 69` 55' 0411 West for a distance of 168,17 feet; thence South 59' 30' 0011 West 149.75 feet; thence on a curve to the right I having a radius of 435.00 feet, an arc distance of 278.11 feet and a chord which bears South 77` 48' 56" West for a distance of 273.40 feet; thence South 04' 05' 49" East 55.26 I feet; thence South 115' 54' 11" West 15.00 feet; thence North 04. 05' 49" West 58.24 feet; thence on a curve to the right having a radius of 435.00 feet, an arc distance of 2.69 feet I and a chord which bears North 81' 40' 4311 West for a distance of 2.69 feet; thence North 81` 30' 0011 West 300.65 feet; thence South 08. 30' 0011 West 498.41 feet; thence I North 87' 33' 5511 West 15.08 feet to a point on the East right-of-way line of University Avenue; thence along said right-of-way line North 08' 30' 0011 East 732.81 feet; thence I South 87' 33' 02" East 15.08 feet; thence South 08' 30' 00" West 219.40 feet; thence South 81' 30' 00" East 300.65 feet; thence on a curve to the left having a radius of 420.00 feet, an arc distance of 285.89 feet, and a chord which I bears North 79` 00' 00" East for a distance of 280.40 feet; thence North 59' 30' 0011 East 149.75 feet; thence on a curve to the right, having a radius of 480.00 felt, an arc Cn I distance of 175.15 feet and a chord which Dears North 69' / 57' 1211 East for a distance of 174.18 feet to the POINT OF BEGINNING, containing 25,545 square feet of 0.586 acres, � I more or less. / ' I 15' DRAINAGE a UTILITY ESMT: TO BE DEDICATED THIS PLAT % 0 15' UTILITY a DRAINAGE EASEMENT TO BE DEDICATED THIS PLAT 83 56 05 - - --- - - -- -- --- -- - LP.FOUND - - --- 460.00' 960 031551E_- N. 870 33' 5 .1 W I.P SET r 123.n' FOUND 583.11I.P FOUND. 67°33.55"E CERTIFICATE OF OWNER CERTIFICATE OF OWNER srs, 2.95 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF SURVEYING ACCURACY We, the undersigned, owners of the real es- We, the undersigned, owners of the real es- j MARK L. WRIGHT hereby certify j GREGORY T. SULLIVAN , hereby certify I fate shown and described herein, do hereby cer- fate shown and described herein, do hereby cer- y y 1 tify that we have laid off, platted and subdivid- tify that we have laid off, platted and subdivid- that this plat correctly represents a plan made that this plat correctly represents a boundary ed, and do hereby lay off, plat and subdivi ed, and do hereby lay off, plat and subdivide by me, and that the engineering requirements survey made by me and boundary markers shown CERTIFICATE OF RECORDING said real estate in acco ce with plat j /mid al estate in accordance with th' plat. of the Little Rock Subdivision Rules and Re�u- hereon actually exist and their location, type I / lations have been complied with. and material are correctly shown. This document, number filed for record ( igne) (S1 19 _,in Plat Book (Signed) (Signed) Page /o io - yo o.ia- o 9 /so /�0 �'� 30 , Date of Execution i W BRADK ,TR ST E Date of Execution ROBERT �J! SABOW, PRES. Date of Execution Name, MA Ht (SIGNED) 4701 HILLSBOURGHO AVE. TERRACOM DEVELOPMENT, Date of e0lltion Name, GREGORY T SULLIVAN TAMPA ,FLORIDA INCORPORATED Registered, Professional Registered Land 237 FERNWOOD BLVD., STE. 101 - FERN PARK, FLORIDA Engineer No. 6074 Surveyor No. 1096 Instrument NO. 90-13478 Instrument NO. 90-13478 Arkansas Arkansas (NAME) CLERK CERTIFICATE OF FINAL APPROVAL 15' DRAINAGE a UTILITY ESMT. TO BE DEDICATED PLAT PROPERTY LINE CURVE DATA ZZ A = 100 07' 03 T = 262.471 9R = 265.00 3L i Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. (Signed) Date of Execution L. R. Planning Commission r �/�siii� � `,,pn1n1t11ry ♦h .-1r a • S I'A T OF Rf. E;'TEatE1� __ARA�O.*/S6 VR�' . .6 RVAL ` �. �.I 'itl O _ E%.33 C0 No.6074 ��1� PP '�o/, �` • Q �L LANO N,�e�. OCT 20 1990 B � 3 _ PROPERTY DESCRIPTION Part of the Southeast 1/4 of the Northeast 1/4 of Section 25, T-1-N,'R-13-W, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the Northeast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 25; thence North 87' 33' 0211 West along the North line of said SE 1/4, NE 1/4 a distance of 36.17 feet to a point on the Westerly right-of- way line of Geyer Springs Road and the POINT OF BEGINNING; thence along said right-of-way line on a curve to the left, having a radius of 681.19 feet, an arc distance of 170.16 feet and a chord which bears South 10" 49' 0411 East for a distance of 169.71 feet to a point on the East line of said SE 1/4, NE 1/4,; thence along said East line South 01° 29' 1211 West 206.19 feet; thence on a curve to the left, having a radius of 2965.00 feet, and arc distance of 523.58 feet, and a chord which bears South 49' 21' 2411 West for a distance of 522.90 feet; thence North 87' 33' 5511 West 583.11 feet to a point on the East right-of-way line of University Avenue; thence along said right-of-way line North 08' 30' 0011 East 732.81 feet to a point on the North line of said SE 1/4, NE 1/4; thence along said North line South 87' 33' 0211 East 845.30 feet to the POINT OF BEGINNING, containing 13.727 acres, more or less. Engineering • Planning Land Surveying Landscape Architecture 2024 Arkansas Valley Drive Suite 306 Little Rock, Arkansas 72212-4142 Telephone 501-221-7880 DEVELOPMENT CONSULTANTS, INC. SCALE IN= 401 UD GTS OVED BY M LW 9-30-90 1 • W Q Z Q X Q Ld - z Z I-- � 0LLO M-U) �U) J w=a z J�-1 Z , O wX P-Z 6u-i o CL0H m < - N aN a °�a0 HU) z - �, W0w Q Y 0�(1) Q JD' CLO Z_ oa cr B a CL (n H J ZZIY MmZ PROJECT NO, 90 - 150 SHEET N0.