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Home My WebLink AboutS-1265 Map 4LEGEND l/ 4Vb c SOUTHWEST CORNER SOUTHEAST 1/4, NORTHEAST 1/4 SECTION 25 1 POWER POLE, 1 GAS VALVE, I U 1 WATER VALVE = z 2 WATER METER o 04. 5' CHAIN LINK FENCE - ALL WEST OF LINE AS SHOWN Nr I O p TO (NOOti8' CN (NDO'OB'OO W� FO' NO2'28'5 " o R-13-W W� H W a LJ N m U I �� w O a CURVE of T.B.M. P.A.G.I.S. ELEV. = 303.86' RECORD ELEV. = 304.34' NAIL IN WEST SIDE OF POWER POLE- NN6 ,�01� �5,5 c� "1" V 1 W 1 FIRE HYDRANT, 1 WATER METER, 3 WATER VALVE, 1 POWER POLE ;TATE PLA COORDINAr SCHEMATI -10. �c� \ � \ \ GRAPHIC SCALE 30 0 15 30 80 F \ \ \ ERO� ( IN FEET ) \ \ �. I inch = 30 ft. G g (523.0' OVERALL) \ 120 �GElEOEEZN �D —oHE— P \�� _—OE--TPE&G�-- T PP 30' R.O.W. LINE 9 E ,N 5, 1e�—� _ _ .�-------------- T 2� O_ 'tk0 08' AFeq\ FO G0� NN (FNIw) 321.38 s — 87412'41" ° -° °,6� NO2'33'55"E 183.42'(To f�Ns� N87'15 41 W 7�c%z, 6' BOARD PRIVACY FENCE \J,�P�S Y 36.76' s7 Ac RFQ -T ° ° (36.76) >S RFr qR T------- ®a-CURVE2 . N1 4 C� Rt� #�_ _ i 183 42 I 7 A ---- ----- ?� - __ ___ADDITIONAL RIGHT OF WAY S / ELV` "LE PIKE " - _ k"4 — P D _ _ _ (CHORD) j DEDICATED TO CITY '— — • wv (60' RIGHT OF WAY) w Fwt-m<, '0425' REAR SETBACK LINE - - cN --- - _ 9'56 .�¢'(�ORD NSTRUMENT #95-38467 to (Has 1s'a6'w) ccR '21'48"E 78.. to��86'49'38"W ICO .ay� �— -- 30' R.O.W. LINE I 26'S2' I N v> 15' DRAINAGE EASEMENT TO t0 841' Io ASPHALT DRIVE P / WY I (2 ) lP �. TO BANK kI/ ti^/K� -----------CITYOP --- 613- Ties g e "- - a5.0y9 IN USE AS PULASKI BANK AND TRUST XI �I / 50232'12"W -- 25' REAR SETBACK LINE d _ _ 6420 SOUTH UNIVERSITY AVENUE -30.00,o wHORD) - - I LS77'34'22"W 4g' ' FRONT SET BACKLINE �I CY Im L0 00 NA � I F- (l�l Y a0 f� nUI oa 3 y1b. �I •- (S0734'W) - - g 1 Ln m O6 VACANT 6400 SOUTH UNIVERSITY AVENUE U) of CERTIFICATE OF OWNER N 0Lb tJ �1�1 ..c1'I�_AYa6 ---- - -- CURB LINE -'---OHL -- --OIE— OVERHEAD ELECTRIC LINE ---G----- — —C--- GAS LINE. _-_W_.--------W--._-- WATERLINE .___-__.T----------------- r-------- BURIED TELEPHONE LINE —X ----n`-- FENCE _ _ = _ = STORM WATER LINE ---------------- SANITARY SEWER LINE PROPERTY UNE — RIGHT OF WAY LINE - - — - - BUILDING SETBACK LINE - — — — — — — — — — - EASEMENT LINE Q SURVEY CONTROL MONUMENT EPED13 ELECTRIC PEDESTAL. TPEOQ TELEPHONE PEDESTAL ELEVATION BENCHMARK OR LOCATION OF BUILDING FLOOR ELEVATION M I/V GAS VALVE ®FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) GM GAS METER O SET 1/2• X 24- REBAR WV WATER VALVE (UNLESS OTHERWISE NOTED) I&WM WATER METER X CALCULATED PROPERTY CORNER STORM DRAIN GRATE ICI FFH FIRE HYDRANT I CA POLE STORM WATER MANHOLE P(TTYPE AS NOTED) O SANITARY SEWN MANHOLE DIRECTION OF DRAINAGE FLOW 1(i LIGHT POLE S rB.T POWER POLE F GUY LINE S1077,09" r\ NI F W EPEDp w ONES _ (V _45' FRO n SETBACK - w We, the undersigned owners of the real estate shown and described herein, do hereby certify that have -NT cU we laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real (350,4' to R CO -" , 0 o in estate in accordance with this plat. O.W. morurn Z ?Q3`�__ i rn W �aHE_. _=29.75' ent) WO _ I .�. t\ OD (Signed) FID 1/2- REBAR U) 00, S87'27'48"E 0.02' 0- Q x N-------------- �� ONE� FROM CORNER F I Date of Execution (514.8 O�AIL \ 20 FD. CONCRETE 00 RIGHT OF WAY MONUMENT 0 " _i__'-_ - - S10 f (S08 20'%9 Date of Exbcut _On _ 7 O9 "wry FH _ �r_. S08'48'3g"W 11a4.r) _ 164.61' p�� i 1 T co ----------- Date of Execution _ EDGE OF gSPHA T NOTES: BASIS FOR COORDINATES FOR ERROR OF CLOSURE: THIS SURVEY THIS SURVEY ARE P.A.G.I.S. CONTROL MEETS THE STATE OF ARKANSAS MINIMUM POINTS 2035 AND 2035 AZIMUTH MARK, STANDARDS FOR ERROR OF CLOSURE DIRECTIONS ARE .BASED ON THE PLANE IN URBAN SURVEYS OF 1 PART 1N 10,000. AZIMUTH. COORDS HAVE NOT BEEN REDUCED TO SEA LEVEL. SURVEYOR'S NOTES: DIMENSIONS SHOWN IN PARENTHESIS ON THE PLAT AND IN THE SUR&EY DESCRIPTIONS ARE FROM A RECORD SURVEY OF THIS SITE BY DONALD W. BROOKS, R.L.S. #5, WHICH IS DATED JANUARY 19, 1983. — _ EDGE —ASPHALT_ — EDGE PH T — _ _ UNI VERSIT_ y — 56��, (RIGHT G EN UE (U 92, 3' _F WAY VAIRfE' SE_ INS) H W y 6 7 �DG�F ASPHALT O _ ) CURVE DATA CURVE #1 CURVE #2 _ A = 32'52'08" 0 = 03*46*27" _ 0" N R = 90.00' R = 297.06' - 09 ON,o T = 26.55' T = 9,79' L - 51.63' L = 19.57' CURVE #3 0 = 20'41 59" R = 297.06' 6 T = 54.25' 1. L = 107.32' `: of / NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. 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 HAZARD AREA AS SHOWN ON PANEL 16 OF 24 OF A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR THE GITY OF LITTLE ROCK, ARKANSAS: COMMUNITY PANEL NUMBER 050181 0016 E, DATED NOVEMBER 3, 1993. SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT I _ UPON IT. 4, THIS SURVEY IS FOR THE USE AND BENEFIT OF JIMMY D. McCLANAHAN AND ELIZABETH W. McCLANAHAN AND MAXINE McCLANAHAN. t SURVEY DESCRIPTION FOR TOTAL TRACT: A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 25 (SET/4 NE1/4 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 NEI/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' (NGO'08'00"W REC.) TO A SET 1/2" REBAR ON THE EASTERLY RIGHT OF WAY LINE OF MABELVALE 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 N07'29'07"E 53.04' TO A SET 1/2" REBAR; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE ND2'21'48"E 78.37' TO A SET 1/2" REBAR; THENCE LEAVING SAID RIGHT OF WAY LINE S87'28'OB"E 151.84"E 151.84' (N89-55'E 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 S08'48'38"W 164.61' (SG6'20'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 REARING AND DISTANCE OF S77'34'22"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' (N89'52'40"W 36,76' REC.) TO THE POINT OF BEGINNING. CONTAINING 71.872 SQUARE FEET, OR 1.650 ACRES, MORE OR LESS. VICINITY MAP SCALE 1'-2000'3 wvr a "5 WIN Wane ------------ v Jirn D. McClanahan ElizalOth W. McClanahan Maxine McClanahan Address 6701 W. 65th St. Little Rock, AR 72209 Source of Title: D.(t:"-�''"`_'`""""4'w`• ------'----- Page _----------- - Instrument No. 88-1580 CERTIFICATE OF SURVEYING ACCURACY I,�`_��C7��i _YY_"t_=_-_1hereby 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 are correctly shown. (Signed) ------------ Date of Execution Now Registered Land Surveyor No. _._'`-•1? __-_____—_, Arkansas CERTIFICATE 1OF ENGINEERINpG� ACCURACY 1, �i�+ 11J.[$"'�1� hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock subdivision rules and regulations have been complied with. (Signed) g=Z- L2---------------------'---------= --- Date of Execution ame qq Registered Engineer No. ---- ___— _—_, Arkansas CERTIFICATE OF RECORDING This document, mber-------- f I r record in Plat Book -- ------- Page" MCI" FINAL PLAT --- Aj,_ - - As iped — ------------------------------- -- ;7I e)Clerk L,LK 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) Date of Execution Li� I�tock Planning Commision S—/-ZIK S \95- 5917\5917-S1. DWG