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Home My WebLink AboutS-0921 Map 2FLOOD PLAIN CERTIFICATION O 0 I N a co z a I.PSE 1.PFOUND R.R.SPIKE FOUND, NE CORNER, N 87°3302' W SE 1/4, NE 1/4, SECTION 25, 36.17' T-I-N, R-13-W. I.P FOUND, SW CORNER, LOT. IA1 all, HUTSELL'S SUBDIVISION. Part of the Southeast 1/4 of the Northeast 1/4 of section , , , T I B5°59'47" E 34.D5' 25, T-1-N, R-13-W, Pulaski county, Arkansas, being more LYING 25' ON EITHER SIDE OF THE L I I particularly described as follows: PIPE AS CONSTRUCTED. 15 DRAINAGE a UTILITY ESMT 1 commencing at the Northeast corner of the Southeast 1/4 of TO BE DEDICATED THIS PLAT 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 a point on the East line of said SE 1/4, NE 1/4; thence TO THIS SETBACK SHALL BE APPROVED CV I along said East line South 01. 29' 12" West 206.19 feet; I BY THE OWNERS OF LOT I. 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 a -distance of 522.90 feet; I thence North 87. 33' 55- 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' o0" East 455.00 feet to / 10'R/W DEDICATIO the POINT OF BEGINNING; thence continuing along said right- / of -way line North 08' 30' 00" East 60.00 feet; thence South / / INST. NO. 90-2490 •. 81" 30' 00" East 315.65 feet; thence on a curve to the left,. ' I having a radius of 420.00 feet, an arc distance of 125.93 / 45 FRONT YARD feet, and a chord which bears North 89- 54' 36" East for a distance of 125.46 feet; thence South 08' 40' 47" East 60.00 / SETBACK Nfeet; thence on a curve to the right, having a radius of M ' 150, 480.00 feet, an arc distance of 143.93 feet, and a chord /\\yJ_► I which bears south 89' 54' 36" west for a distance of 143.39 I5' UTILITY EASEMENT A I feet; thence North 81' 30' 00" west 315.65 feet to the POINT TO BE DEDICATED THIS PLAT 1` OF BEGINNING, containing 27,035 square feet or 0.621 acres, more or less. - CURVE DATA LINE I.P�SET 15' UTILITY EASMEMENT�FRONT y LTO BE DEDICATED THIS PLAT60 COMMON ACCESS ESMT TO BE DEDICATED ARD SETBgCK � THIS PLAT. RIGHT IS GRANTED BY ALL PROPERTY =14018' 44° OWNERS FOR THIS ESMT. TO BECOME / T=85.52 PUBLIC RIGHT-OF-WAY. L 0 T j� / R=681.191 I7 L = 170.16' I.P FOUND S 870 3 3' 0211 E NO PORTION OF THE PROPERTY SHOWN ABOVE IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE NAP, PANEL NO. 050181 0015 D, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985. DATE: Z, 22/90 / lusai�Y` �vt GGREGOA)F' T. SULLIVAN P.L.S./ 1096 60 _ 45.30' COMMON AEASEMENT D RIPTION ARKANSAS LOUISIANA GAS CO. R/W - AS RECORDED IN BOOK 281, PACE 43 PULASKI COUNTY ARKANSAS AND PO.B.-COMMON- / ACCESS EASEMENT COMMON gCCESS.EASEMENT - IO°o0'OOu 89°( 413611 143.391IACCSSEASMT3/$65. N ACCESS 45.g0' CHORDE I I.P. SET 82 4 I.P SET CR 1 UTILITY EASEMENT DESIPI.'IQLi 45 - 81 ° 241611 I 'FRONT YARD SETBACK 188035 3 2411 Part of the Southeast 1/4 of the Northeac:t 1/4 of Section PROPERTY LINE I 25, T-1-N, R-13-W, Pulaski County, Arkansas, being more 250.7- CURVE DATA particularly described as follows: n�= 17°1047 ' " Commencing at the Northeast corner of the Southeast 1/4 of - �T = 72.51' I the Northeast 1of said Section thence North 33' 0211 West West along the North line of said SE 1/4, NE 1/44 a R = 480.00'- distance of 36.17 feet to a point on the Westerly right -of- - L = 143.93 _I 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 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- wOD ay line on a curve to the left, having a radius of 681.19 tO feet, an arc distance of 15.01 feet, and a chord which bears d ONE STORY I South 07' 23' 47" East for a distance of 15.01 feet; thence BLOCK 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 BUILDING BRICK 69` 55' 04" West for a distance of 168.17 feet; thence South I59` 30' 00" West 149.75 feet; thence on a curve to the right G ' 9s cy C+0 s POINT OF BEGINNING LPSET 15' DRAINAGE a UTILITY ESMT. TO BE DEDICATED PLAT I I m having a radius of 435.00 feet, an arc distance of 278.11 PROPERTY LINE X v feet and a chord which bears South 77` 48' 5611 West for a O I distance of 273.40 feet; thence South 04* 05' 49" East 55.26 CURVE DATA I feet; thence South 85` 54' 111' 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 = 10 ° 07I 03j and a chord which bears North 81° 40' 43" West for a / 82 ' 34' distance of 2.69 feet; thence North 81. 30' 00" West 300.65 T = 262.47 I I feet; thence South 08` 30' 00" West 498.41 feet; thence i North 87. 33' 55" West 15.08 feet to a point on the East R = 2965.0 0 right-of-way line of University Avenue; thence along said 1 O right-of-way line North 08. 30' 00" East 732.81 feet; thence L = 523.58 250.69, 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; / I 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 45'FRONT YARD SETBACK bears North 79` 00' 00" East for a distance of 280.40 feet; / 0 thence North 59` 30' 00" East 149.75 feet; thence on a curve f7. to the right, having a radius of 480.00 Peet, an arc J CO I distance of 175.15 feet and a chord which bears North 69' / �n2• 15' UTILITY EASEMENT ^ 57' 12" East for a distance of 174.18 feat to the POINT OF V TO BE DEDICATED THIS PLAT (V I BEGINNING, containing 25,545 square feet or 0.586 acres, / L0 T I more or less. 4.546 ACRES I 15' DRAINAGE a UTILITY ESMT. TO BE DEDICATED THIS PLAT I / / CK I / I °2 15' UTILITY a DRAINAGE EASEMENT / / TO BE DEDICATED THIS PLAT 605 ------ --__ / I.P. FOUND 460.00' 96003 I II 55 - - -_ N . 87 ° 3 3' 55" W I.P SET 123.111 FOUND P FOUND 583.11' S 87" 33' S5" E CERTIFICATE OF OWNER CERTIFICATE OF OWNER FS 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- I MARK L. WRIGHT hereby certify j, GREGORY T SULLIVAN , hereby certify � fate shown and described herein, do hereby cer- fate shown and described herein, do hereby cer- Y Y 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 meads 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 t1 plat maid real estate in accordance with th' plat. of the Little Rock Subdivision Rules and Regu- hereon actually exist and their location, type I I / lations have been complied with. and material are correctly shown. This document, number filed for record ( ignej)/ i 1 (Si 19 in Plat Book (Signed) (Si ed) Page /o vv - 90 f, i /� o Ala- 0 9/so /7o _ 9/30/90 Date of Execution J W BRADK ,TR UST E Date of Execution ROBERT SABOW, PRES. Date of Execution N me, 'MARK L. WRIGHi (SIGNED) jj 4701 HILLSBOURGHO AVE. TERRACOM DEVELOPMENT, Date of �xecution Name, GREGORY T. SULLIVAN INCORPORATED Registered, Professional Registered Land r TAM PA , FLORIDA 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 I Ld I� 11 I II fl OD Z o� 44 rrr�� •- rr` � �. (D N 3 N 04 0 POINT OF BEGINNING -UTILITY ESMT. DESCRIPTION S 10049'04" E 169.71' (CHORD) ��- GEYER SPRINGS ROAD \ 70' R/W i N I ' 40 0 40 80 s, SCALE Ti �° ��G T �E6 t S I A'I-Fof- RF.4'l.,,TEft E[I 96 NO. IG PRf�;+�'�t 1'0NAL R E11 i�Sa°.:,�RR •: niY. ? Ccl C No.6074 �Illl=n�O�(?/r), L . W Vk G'P '�,,L•9 i L ANn ��` OCT P'q 1990 PROPERTY DESCRIPTION Part of the Southeast 1/4 of the Northeast 1/4 of Section ij 25, T-1-N, R-13-W, Pulaski County, Arkansas, being more �t 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' 331 / '- 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 CERTIFICATE OF FINAL APPROVAL feet and a chord which bears South 10` 49' 04" East for a distance of 169.71 feet to a point on the East line of said Pursuant to the Little Rock Subdivision Rules SE 1/4, NE 1/4,; thence along said East line South 01' 29' and Regulations, and all of the conditions of 1211 West 206.19 feet; thence on a curve to the left, having approval having been completed, this document a radius of 2965.00 feet, and arc distance of 523.58 feet, is hereby accepted. This certificate is hereby and a chord which bears South 49` 21' 2411 West for a executed under the authority of said rules and distance of 522.90 feet; thence North 87' 33' 5511 West regulations. 583.11 feet to a point on the East right-of-way line of University Avenue; thence along said right-of-way line North (Signed) 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• Date of Execution L. R. Planning 33' 02" East 845.30 feet to the POINT OF BEGINNING, Commission containing 13.727 acres, more or less. Engineering • Planning Land Surveying Landscape Architecture 2024 Arkansas Valley Drive Suite 306 Little Rock, Arkansas 72212-4142 Telephone501-221-7880 COPYRIGHT: SEPT. .1990 DEVELOPMENT CONSULTANTS, INC. SCALE I'' = 401 DRAWN BY : GTS a RMB CHECKED BY GTS APPROVED BY M LW UAIL 9-30-90 Q a Y rr Q W } F Z H Z FnOO C)- X 0] � Cn �I) W =a N Z JOIM Z , 0 =WX > I-F-Z 6 ILL 1 M CO~ ^X N U) N a: Q Q O U) - LL Q SOW O In Q Sao 0 N �_U) Q Q � �_ aZ"a W J LL0]Z �i � J H v ~ w d N PROJECT NO, 90 - 150 SHEET N0.