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Home My WebLink AboutS-0921 Map 4FLOOD PLAIN CERTIFICATION O IN . rn 2 a Ji I.PS 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 MANAGETfENT AGENCY DATED AUGUST 5, 1985. DATE: /go / 1,II14�i*+•� GREGOIRYY T. SULLIVAN P.L.S./ 1096 845.30' ARKANSAS LOUISIANA GAS CO. R/W AS RECORDED IN BOOK 281, PAGE - - i POINT OF BEGINNING LPSET 43, PULASKI COUNTY, ARKANSAS, AND 1 LYING 25' ON EITHER SIDE OF THE COMMON ACCESS EASEMENT DESCRIPTION PIPE AS CONSTRUCTED. 15 DRAINAGE 8 COMMONUTILITY ESMT. IPart of the Southeast 1/4 of the Northeast 1/4 of Section \ I 25, T-1-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: \ CU Commencing at the Northeast corner of the Southeast 1/4 of 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 04 I - distance of 36.17 feet to a point on the Westerly right-of- 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, and arc distance of 170.16 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 SE 1/4, NE 1/4; thence 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 I 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; C0 thence North 87` 33' 55" West 583.11 feet to a point on the I East right-of-way line of University Avenue; thence along C41 said right-of-way line North OB' 30' 00" East 455.00 feet to M the POINT OF BEGINNING; thence continuing along said right- of-way line North 08' 30' 00" East 60.00 feet; thence South 81` 30' DO" East 315 65 feet; thence on a curve to the left ! LU W co 0 I }a � z I O LL I N () c� I 41) I I Ihaving a radius of 420.00 feet, an are distance of 125.93 feet, and a chord which bears North 89' 54' 36" East for a \ EASMEMENT distance of 125.46 feet; thence South 08' 40' 47" East 60.00 t115'UTILITY BE DEDICATED THIS PLAT feet; thence on a curve to the right, having a radius of / 60' COMMON ACCESS EASEMENT 480.00 feet, an arc distance of 143.93 feet, and a chord / TO BE DEDICATED THIS PLAT which bears South 89` 54' 36" West for a distance of 143.39 West 315.65 feet to the POINT I / feet; thence North 81' 30' 00" L O T OF BEGINNING, containing 27,035 square feet or 0.621 acres, / more or less. PO.B.-COMMON / ACCESS EASEMENT -- - COMMON ACC _ ESS EASEMENT I I 9O000100 u MI C_ I 15' UTILITY EASEMENT TO BE DEDICATED THIS PLAT 0 O MM I W IO Z � TO BE DEDICATED THIS PLAT / 1 / 10' R/W DEDICATIOt1 - INST NO. 90-24\9041 / 25'FRONT YARD 15' UTILITY EASEMENT SETBACK TO BE DEDICATED THIS PLAT PROPERTY LINE CURVE DATA \ =14° T T = 85.52' R=681.19' L= 170.16 N 89°54'36° E 143 391 -END OF 60' COMMON 3Ig.65, I I ( CHORD) - I ACCESS EASEMENT Il 1/ I.P. SET I.P SET UTILITY EASEMENT DESCRIPTION 18803512411 - 81024136" 7 Part of the Southeast 1/4 of the Northeast 1/4 of Section PROPERTY LINE I 25, T-1-N, R-13-W, Pulaski County, Arkansas, being more CURVE DATA particularly described as follows: 250,77' a , Commencing at the Northeast corner of the Southeast 1/4 of p = 17 10 47 T = 72:51' 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 R = 480,0 G distance of 36.17 feet to a point on the Westerly right-of- L = 143.9 3' 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 I South 05` 12' 48" East for a distance of 36.89 feet to the POINT OF BEGINNING; thence continuing along said right-of- way line on a curve to the left, having a radius of 681.19 Cfeet, an arc distance of 15.01 feet, and a chord which bears 'V r0 South 07' 23' 47" East for a -distance of 15.01 feet; thence NE Ry 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 B UIL DING a BRICrYV 69" 55' 04" West for a distance of 168.17 feet; thence South 250.69 L 0 T 15' DRAINAGE a UTILITY ESMT. TO BE DEDICATED PLAT c r Vs cy co 0 .F 59 30' 00" West 149.75 feet; thence on a curve to the right 0) having a radius of 435.00 feet, an arc distance of 278.11 PROPERTY LINE a feet and a chord which bears South 77` 48' 56" West for a O distance of 273.40 feet; thence South 04` 05' 49" East 55.26 CURVE DATA � feet; thence South 85' 54' 11" West 15.00 feet; thence North I 04' 05' 49" West 58.24 feet; thence on a curve to the right ' 'I, ' having a radius of 435.00 feet, an arc distance of 2.69 feet 0 = 10007 03 and a chord which bears North 81` 40' 43" West for a I 1 / distance of 2.69 feet; thence North 81` 30' 00" West 300.65 T = 262.47 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 I R = 2965.0 0 right-of-way line of University Avenue; thence along said right-of-way line North 08` 30' 00" East 732.81 feet; thence L523.58 1 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 o curve to the left havin a radius of 420 00 / `�J 56'05'I----- ---- -- - -- ------ FOUND R.R. SPIKE FOUND, NE CORNER, N 87°3302' W SE 1/4,NE 1/4, SECTION 25, T-I-N, R-13-W. I.P FOUND, SW CORNER, LOT CAI HUTSELL'S SUBDIVISION. I' N 85059'47" E 34.05' I POINT OF BEGINNING -UTILITY ESMT. DESCRIPTION ro S 10049'04" E 169.71' (CHORD) GEYER SPRINGS ROAD I 70' R/W �I I feet, an n a dtace g bears North c791S 001 00o'f East forfa distance ofo 280.40 feet; / / O ///S /A T EI0 � Z � � • VC,LSTE thence North 59' 30' 00" East 149.75 feet; thence on a curve 00 Ait ANSAS �� 4 ••, to the right, having a radius of 480.00 feet, an arc n �� '+--f :•SIAff OF Cn distance of 175.15 feet and a chord which bears North 69°F�1� �p Ai2K.1N.il�S 57' 12" East for a distance of 174.18 feet to the POINT OF / (/�Iv 1 RF.G 0FRED �' �. `�'� N I BEGINNING, containing 25,545 square feet or 0.566 acres, / `l Il Ci Y 'j ;o c vi ,4 !'i L O , c•!- more or less. / / \ •-e��;R , - .T1: I I 15' DRAINAGE aUTILITY ESMT. TO BE DEDICATED THIS PLAT �.'Li No.G074 �lf� P�';. y �. • ,� , LITTLE ROCK MUNICIPAL WATER WORKS PLANS APPROVED I WA a G G EASEMENT APPROVED r/ OK) 0•Z• b O � Q EASEMENT REQUIRED � � DATE • J� BY ` f PROPERTY DESCRIPTION I / LFtiEo tmsk p( t 1 4 f Section 15' UTILITY EASEMENT / TO BE DEDICATED THIS PLAT j / Part of the Southeast 1/4 of the "ortheas / o C9 L3N0ADDIT11"NALEASEMr,BTSr^'GUIFED 25, T-1-N, R-13-W, Pulaski County, Arkansas, being more 460.00' 9600355�_- I 11 I N, 870 33' 55" W LP S T -- 123.n I FOUND 7CERT=IFICATE 583.11' P FOUND S 870 33' 55" E F612.95' OF OWNER CERTIFICATE OF OWNER CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF SURVEYING ACCURACY,dersigned, owners of the real es- We, the undersigned, owners of the real es- I MARK L. WRIGHT herebycertify y I, T SULLIVAN hereby certify I tate shown and described herein, do hereby cer- tify that we have laid off, platted and subdivid- tate shown and described herein, do hereby cer- tify that we have laid off, platted and subdivid- that this plat correctly represents a plan made that this lot correctly represents a boundary his plat p y P rY I ed, and do hereby lay off, plat and subdivide ed, and do hereby lay off, plat and subdivide b me, and that the engineering requirements y g Q survey made me and boundary markers shown CERTIFICATE OF RECORDING said real estate in accordance with this plat. said real. estate in accordance with this plat. la the Little Rock Subdivision Rules and Regu lotions have been complied with. ll hereon actually exist and their location, type This document, number filed for record I and material are correctly shown. (Signed) (Signed) (Signed) gn (Signed) , 19 ,in Plat Book Page 30 t Date of Execution JIM W. BRADKErTRUSTEE Date of Execution ROBERT J. SABOW, PRIES. TERRACOM DEVELOPMENT, _ Date of Execution N me, 'MARK L. WRIGHT Date of xe0lltion Name, GREGORY T. SULLVAN (SIGNED) 4701 HILLSBOURGHO AVE. TAM PA FLORIDA INCORPORATED Registered, Professional Registered Land , 237 FERNWOOD BLVD., STE. FERN PARK, FLORIDA 101 Engineer No. 6074 En g1 Surveyor No. 1096 , Instrument No. - 90-13478 Instrument No. 90-13478 Arkansas Arkansas (NAME ) CLERK r particularly described as follows. AATE: SEhSEN CE REQDI D 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; 11 thence along said right-of-way line on a curve to the left, having a radius of which be feet, an arc distance of 1for a CERTIFICATE OF FINAL APPROVAL feet and a chord which bears South 10° he 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 �a,lE 1/4, NE 1/4,; thence along said East line South 01' 29' t, having approvalhRegulations, all daradus of2965.00feet, and arc distance of conditions ,1h'l L 6��€y(� _ t`EP?i6t; thence on a curve to e523f vvingbeenmpleted,thisdocument 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 Telephone 501-221-7880 t COPYRIGHT: SEPT. .1990 DEVELOPMENT CONSULTANTS, INC. SCALE : I" = 401 DRAWN BY : GTS a RMB CHECKED BY : GTS APPROVED BY M LW - DATE - 9-30-90 I I � • ,I !, II III I • � zii 1 i 01 U) Q a W } Z�-z LD00 • O,tY CD 0U) J w=a g�3 Z J O M Z , 0 �=0_ H H Z OU i O m W ^�N N a °5a0 LLI Z �~ Q r O W U) � a Of ILL • ^ Jcan0 Z � Q�d� I J_� W C LLIJLij Q Q • CL QzIX F_ W LLJ J EmZ � J U ~ W 0 w a N PROJECT NO, 90 - 150 SHEET N0.