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Home My WebLink AboutS-1265 Map 3O SOUTHWEST CORNER SOUTHEAST 1/4, NORTHEAST 1/4 SECTION 25 T 1 N R 13-W �s a ,•So j906 N O F, \ \ -10, _ — ti \ \ \ 0 <1f P. A. G I. S. 'o• \ GRAPHIC SCALE �/y \ 30 0 15 JO 60 120 UO LU U \ a \ \ ERO� ( IN FEET) -- - - \ ` 53 1 inch = 30 ft. ti P N 5' CHAIN LINK FENCE - ALL WEST OF LINE AS SHOWN (523.0' OVERALL G �00 .� PR �O�' O F0. o o °o (N00 08'W) oI o ) P R P - Fb �- — T aNe-x.- T 30 R.O. W. LINE ONEQ TPE7a7 GP - - - _ NO2'28'59"E i F° 6�.9� \ 781/2~R \ I�G�( I —i �- ? UR--^"O7`-'-----T —ONE BONE_ 1 POWER POLE, 1 GAS VALVE, 1 WATER VALVE 2 WATER METER (66.79) (N8952'40'W) Fp ° ~— o f -- o ° �. 321.3�� x os• FegR E c 3� ° n (No )" S —110— _ a N87'15'41 "W o co 2„ 6' BOARD PRIVACY FENCE ° ®°-0�— �- a ° �`6 NO2'33'55 E 183.42' (TO PINS) --1 a y: 36.76' Y- /(,c RF ----- ------------- -T - \ CUR �_ t83.42 -'- �N I --- T------ 7 4 ' � P w . J (36.76') �SRF�egR -cuRVE 2 - "� 4 . -- I - I BELVALE PIKE o < N " - --*-- .. Z4R 16`3 -:- ADDITIONAL RIGHT OF WAY _ _ _ _ £' DEDICATED TO CITY ' W (60' RIGHT OF WAY (CHORD) 4' 1 ` ` 74 (CH INSTRUMENT p95-38467 0 -M - - — ) Y _ W Q a �0(y — - - — - - 25' REAR SETBACK LINE - - — - - — N — _ _ 19.56 oRo) - — w v (N89-15'46"W) m COR - T N TPED NO2'21'48"E 78.37' c4 �`" t o r86'49'38"W V G�S�Sa� ' / 30' R.O.W. LINE 1 " 26.52' I z 1 Go v PG W` / 15' DRAINAGE _0 Io ASPHALT DRIVE I P` `/� - _ EASEMENT TO CITY m 1 V 1 L I (26.41') .�S(''�'�• �L. TO BANK Of / •/ h - - as 6 0( U > FL�ePR v ►5Oy0 IN USE AS �I / 25' REAR SETBACK LINE �„) 3 w I (S7457'36"W) - - , PULASKI BANK AND TRUST m1 S02'32'12'W i 0 - - 6420 SOUTH UNIVERSITY AVENUE w E S77'34'22"W (CHORD) - _ 30.00' # 50.93' - W I 1 0 CURVE 1 (50.95') _ q5. FRONT °� I a '0 T.B.M. FLE�PEL - ON TRACK LINE I CD w Y-� 1 l;- Y I 00 I � n P.A G.LS- ELEV. = 303.86' _ fI I �.• �. <I .= RECORD ELEV. = 304.34' �� - _ _ INo <� Q 1 Ln NAIL IN WEST SIDE FID _ _ _ - I 3 1 0 `` .b'N °a �I OF POWER POLE y �� _ ` o VACANT LEGEND (`o -' CURB UNE ---ONE — —011E— DWRHEAD ELECTRIC LINE .. -- -G— __ .- _ _G- -" - GAS UNE _--Ly_-_-_----0---_._ WATER UNE -------- T------------------ T-----_ BUftlED TELEPHONE LINE X - i( FENCE STORM WATER LINE _ - - - - - - - - - - - - - - - SANITARY SEWER LINE PROPERTY LINE RIGHT OF WAY LINE — - - BUILDING SETBACK LINE - — — — — — — — — — - EASEMENT LINE Q SURVEY CONTROL MONUMENT EPEDO ELECTRIC PEDESTAL TPEDO TELEPHONE PEDESTAL ELEVATION BENCHMARK OR GV LOCATION OF BUILDING FLOOR ELEVATION GAS VALVE ®FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) .b, GM GAS METER WV O SET 1/2- X 24- REBAR WATER VALVE (UNLESS OTHERWISE NOTED) �,� �•� CALCULATED PROPERTY CORNER Y®YWM WATER METER STORM DRAIN GRATE -v TH FIRE HYDRANT STORM WATER MANHOLE `� (TYPE OUAPOLE o D) O SANITARY SEWER MANHOLE DIRECTION OF DRNNAGE FLOW 7y LIGHT POLE COo POWER POLE E GUY LINE _ I oD I ,n w CERTIFICATE OF OWNER (S073q,W,) �1 ' 6400 SOUTH UNIVERSITY AVENUE N; U 1 EPEOO ` 17'09'iN cV _ _45' FRO to e'I We, the undersigned owners of the real estate shown and described herein, aof hereby certify W 1 i ONE-, � _NT SETBAC Z = I w a0 that we have laid off, platted and subdivided, and do hereby Loy off, plat and subdivide said real 1 FIRE HYDRANT, (350.4' to R,O.µ Z K'`� W O o I Ar� estate in accordance with this plat. tom- 1 WATER METER, ��_ ntanu z Q - I as (V 3 WATER VALVE, �o E 329.7g' ment) f o o _ _ _ I v ^ (Signed) 1 POWER POLE ®WIM ED. 1/2" REBAR 0 -' ( _ - �-1 �L S8T2T48"E 0.02 I a a x U7 ---- -=-------- --- -- -------------- I Date of Execution - Jim D. McClanahan _ (514Q• O °ate FROM CORNER\ 0� CURB TALI') � wry \ 20.0(), FD. CONCRETE I aQ a I I ---- �1—�-�- '------ )souT RIGHT OF WAY MONUMENT _L---_. (SOB,20•W) I Date of Execution Eliza th W. McClanahan S107T09"WPM — � 8 48'38"W \ 164.61' Date of Execution Maxine McClanahan Address 6701 W. 65th St. _ 92.3' _ Little Rock, AR 72209 EDGE OF gSPHA T — �OHE__ ---_ — -_QGE___qF ASPHALT EDGEF ASPH LALA T UNI VERS�T-% _ gOCy$ A 'V qo ' t 1 1 tq V F �,00 HT OF WAY VARI S \ U. S. — TATE PLANE " \•�� — IDGEOF CHAT — — sEy •H_r.o. PLANS) I , 1 67,70) _ COORDINATE — MAID. — — — / 0) SCHEMATIC CURVE DATA — CURVE #1 CURW #2 — — — � A = 32'52 OS' A = 03'46'27" — — 99,k R=90.00' R=297.06' — o9k 0k �0 T = 26.55' T = 9, 79' _ NOTES: BASIS FOR COORDINATES FOR THIS SURVEY ARE P.A.G.I.S. CONTROL POINTS 2035 AND 2035 AZIMUTH MARK, DIRECTIONS ARE BASED ON THE PLANE AZIMUTH. COORDS HAVE NOT BEEN REDUCED TO SEA LEVEL. g 113 �9 L = 51.63 L = 19.57 CURVE #3 - _ vx �1,00�9e5 k� c` o = 20 41 59" R = 297.06' ERROR OF CLOSURE: THIS SURVEY T = 54.25' MEETS THE STATE OF ARKANSAS MINIMUM L = 107.32' STANDARDS FOR ERROR OF CLOS�!PF IN URBAN SURVEYS OF 1 PART IN 10,000 SURVEYOR'S NOTES: DIMENSIONS SHOWN IN PARENTHESIS ON THE PLAT AND IN THE SURVEY DESCRIPTIONS ARE FROM A RECORD SURVEY OF THIS SITE BY DONALD W. BROOKS, R.L.S #5, WHICH IS DATED JANUARY 19, 1983. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN. OF ANY PROPERTY CORNER MONUMENT. It TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THIS IS A BOUNDARY SURVEY ONLY. UTILITIES WERE LOCATED ONLY AS VISIBLE ON THE SURFACE. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. PROPERTY IS CURRENTLY ZONED C-4. SETBACKS AS SHOWN ON PLAT. FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN A SPECIAL FLOOD HAZAID AREA AS SHOWN ON PANEL 16 OF 24 OF A FEDERAL EMERGENCY MANAGEMENT AGENCY IFEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR THE CITY OF LITTLE ROCK, ARKANSAS COMMUNTY PANEL NUMBER 050151 0016 E, DATED NOVEMBER 3, 1993. (� SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. (l THIS SURVEY IS FOR THE USE AND BENEFIT OF JIMMY D. McCLANAHAN AND ELIZABETH W. McCLANAHAN AND MAXINE MCCLANAHAN, SURVEY DESCRIPTION FOR TOTAL TRACT: A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 25 (SE1/4 NEI/4 SEC.25), TOWNSHIP 1 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SE1/4 NE1/4 SEC.25, THENCE (N00'08.00-W 66.79') (RECORD) ALONG THE WEST LINE OF SAID SE1/4 NE1/4 TO THE POINT OF BEGINNING, A FOUND 1/2" REBAR ON THE NORTH RIGHT OF WAY LINE OF 65th STREET; THENCE CONTINUING ALONG SAID WEST LINE NO2'28'59"E 321.38' (NOO-08'00"W REC.) TO A SET 1/2'• REBAR ON THE EASTERLY RIGHT OF WAY LINE OF MABEI_VALE PIKE; THENCE ALONG SAID RIGHT OF WAY LINE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT WITH RADIUS 297.06' AND INCLUDED ANGLE 14'13"49" FOR A CHORD BEARING AND DISTANCE OF N19'43'20"E 73 59' TO A SET 1/2" REBAR; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH RADIUS 297.06' AND INCLUDED ANGLE 10'14'37" FOR A CHORD BEARING AND DISTANCE OF N0729'07"E 53.04' TO A SET 1/2" REBAR; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NO2.21'48"E 78.37' TO A SET 1/2' REBAR; THENCE LEAVING SAID RIGHT OF WAY LINE S87'28'08"E 151 84' (N89'55'F REC.) TO A FOUND 1" STEEL PIN ON THE WESTERLY RIGHT OF WAY LINE OF UNIVERSITY AVENUE (U.S. HIGHWAY 67-70); THENCE ALONG SAID RIGHT OF WAY LINE SOS'48'38"W 164 61' (S06*20'W 164.2' REC.) TO A FOUND CONCRETE RIGHT OF WAY MARKER; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE S10'17'09"W 349,75• (S07'34'W 350.4' REC.) TO A FOUND 1/2" REBAR AT THE NORTHERLY RIGHT OF WAY LINE OF 65th STREET (RECORDED AS DOCUMENT #81-32536 WITH THE PULASKI COUNTY CIRCUIT CLERK); THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE OF 65th STREET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT WITH RADIUS 90.00' (REC.) AND INCLUDED ANGLE 32.52'08" FOR A CHORD BEARING AND DISTANCE OF 57734'22"W 50.93' (S74-57'36"W 50.95' REC.) TO A FOUND 1/2" REBAR; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE S86'49'38"W 26,52' (N89-15'46"W 26.41' REC.) TO A POINT; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE N87'15'41"W 36,76' (NH9'52'40"W 36.76' REC.) TO THE POINT OF BEGINNING, CONTAINING 71,872 SOUARE FEET, OR 1.650 ACRES, MORE OR LESS. VIGNITY MAP SCALE 1'-2000'f CWY IF 7.5 M". U/IDM Source of Title: D.R. Instrument No. 88-1580 CERTIFICATE OF SURVEYING ACCURACY - Page -----------._._. _ _-------_. _...--- . -- I. hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material ore correctly shown. (Signed) a Date of Execution -'" ZN'01 Registered Land Surveyor No. __'0`_`�_____________., Arkansas CERTIFICATE OF ENGINEERING ACCURACY hereby certify that this plat correctly represents a plot made by me, and that engineering requirements of the Little Rock subdivision rules and regulations have been complied with. Date of Execution 4�e G -- Registered Engineer No. ( Arkansas CERTIFICATE OF RECORDING 9 q G This document, p-mber _ f' �1Y �i�.�yf9r�,record __ - 19 ! in Plat Book=t- ---- - Page FINAL PLAT (Stgne-- AS I tied -------------------------------- BY; (Name) Clerk pppp�� 2 / CER TIFI�"4TI- 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 certicate is hereby executed under the authority of said rules and regulations. (Signed) .�� / J 5� Dote of Execution tit le�kock PlanningCommision ,S- /12-ZS \95-5917\5917-S1.DWG