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Home My WebLink AboutZ-9607 SurveyEXIST. STS INLET /�� PROPERTY DESCRIPTION TOP RIM=274.52 FL=271.82 (18" HDP NE) /(/\ TRACT H (UNRECORDED) THE RANCH: FL=271.72 (18" HDP SW) r', < PART OF THE EL/2 OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 14 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRI9ED AS FOLLOWS. (--,EXIST. STS INLET / I EXIST. SS MH 2�9 1 / \ ��✓ % BEGINNING AT THE SW CORNER OF TRACT 1, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK; THENCE TOP RIM=274.70 TO[' RIM= 275.64 / \\ I�� LF= 1.80 (18' HDP NE) N P / ` Fl_-271.34 (8" PVC :�E-.) I S 57016'10" E A DISTANCE OF 386.78 FEET; THENCE S 52°15'54" W A DISTANCE OF 127.05 FEET; THENCE S _ � 1 38044'39" W A DISTANCE OF 273.53 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF RANCH DRIVE; 1.75 (18" HDP SW) / L , FL�271.24 (8" E`Ji: '�Wi THENCE ALONG SAID RIGHT OF WAY, N 42020'13" W A DISTANCE OF 6.87 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 602.96 FEET AND A CHORD BEARING AND DISTANCE OF N 53°26'53" W, 232.69 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET AND A CHORD BEARING AND DISTANCE OF N 23012'18" A 33.04 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF RANCH BL.VD;THENCE ALONG SAID RIGHT OF WAY N 18°08'57" E A DISTANCE OF 50.71 FEET; THENCE ALONG A CURVE COMMON ACCESS AND UT I IL.T.- x ry E:ASME�, T " TO THE RIGHT, HAVING A RADIUS OF 522,96 FEET AND A CHORD BEARING AND DISTANCE OF N 25 2411 E, 133.25 FEET; THENCE N 57016'30" W A DISTANCE OF 20,00 FEET; THENCE N 32043'52" E A DISTANCE OF 174.76 FEET TO THE POINT OF BEGINNING, CONTAINING 2.793 ACRES MORE OR LESS. A'v°EN N IvlM 0R) 0' ARE @ Qj� ��'` } ' �✓ L117LC ROC"K, LP EXIST. STS INLET ' f TOP RIM=275.28 L 272.08 (15" RCP SE) 15' SANITARY SEWER EASEMENT INST. # 2014012050 'a ma SET 1/2". REBAR 8 S N 570 16 30" W 20.00' —� ., r,f 1=275.39 �; r PVC SE) (IV 1 PVC NW) /r EXIST. SS MH #317 f. � TOP RIM=276.1 G FL=,270.00 \ (8 PVC NE) Fk=269.90 (4 PVC NW),`- lla-� TRACT H /WNRECORDEN' / THE RANCH00 .10e�. 2.//793 ACRES± --N- 18a 08' 57" E 50.71' r/° N %CD WATER LINE EASEMENT ' + INST. # 91-38897 SET 1/2" \ 8»W ill REBAR SET 1 /2" , REBAR - I( N 2620' EASEMENT # 2014036519 N � rV t , \�� EXIST. STS INLET TOP RIM=282.94 FL=278.84 (18" RCP SW) Ie SET REBAR N 420 20' 13" W 6.87' b Z -GF ^^ l F 4ND 1 /2" REBAR \ \ EXIST. S7S INLET � -- 40P RIM ==289.74 FL=285.94 (18" RCP NE:) FL=285.79 (18" RCP SW)d TRACT L1—R _ITTLE. ROCK SCHOOL DISTRICT SET 1/2- REBAR CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIRECI7ON CHORD LENGTH 233.85' 602.96' 22013'18" N530 26' 53"W 232.39' 36.09' 25.00' 82043'19" N230 12' 18"W 33.04' C3 133.61' 522.96' 14038'20" N250 24' WE 133.25' FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119CO312C„ PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015. Co.:LEG:E:N:D(EX1ST1NG SYMBOLS) SYMBOLS LN W F o FOUND IRON PIN LIGHT POLE POWER POLE m TELEPHONE PEDESTAL E TV PEDESTAL O MANHOLE o SANITARY SEWER CLEANOUT GAS METER [>4 GAS VALVE C-----__� STORM SEWER PIPE c DOWN GUY Da WATER VALVE \ FIRE HYDRANT ASSEMBLY x AIR RELEASE VALVE .L. FIRE DEPARTMENT CONNECTION o WATER METER ® SPRINKLER HEAD ® ELECTRIC PEDESTAL r---1 I I I ('RATFr) INLET F,==�� I I DROP INLET ' TREE } TREE TO BE REMOVED EASEMENT CURB INTERMEDIATE CONTOUR INDEX CONTOUR SS - SS SANITARY' SEWER LINE GAS LINE W WATER LANE (SPECIFY SIZE & TYPE) UGT- UNDERGROUND TELEPHONE -- U GE "yy UNDERGROUND ELECTRIC OH OVERHEAD ELECTRIC — UGTV UGTV UNDERGROUND TELEVISION --_ .—OHTV OHTV OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE BARBED WIRE T-ENCE FIBER OPTIC FO RIGHT OF WAY ROAD CENTERLINE SCHEDULE B, PART II — EXCEPTIONS TITLE COMMITMENT FILE NO. 20213005, COMMITMENT DATE DULY 01, 2021 BEACH ABSTRACT & GUARANTY COMPANY, AS AGENT FOR CHICAGO TITLE INSURANCE COMPANY ITEM NO. DESCRIPTION RESULT 1 & 8 EXCEPTIONS 1 & 8 ARE NOT MATTERS RELATED TO A LANE) BOUNDARY No plottoble items. SURVEY AND CONTAIN NO PLOTTABLE ITEMS 2 AGREEMENT BY AND BETWEEN JOHNSON RANCH PARTNERSHIP, AN Affects subject property, ARKANSAS GENERAL PARTNERSHIP, AND CITY OF LITTLE ROCK, non plottoble. ARKANSAS, FILED FOR RECORD JUNE 4, 1985, OF RECORD AS INSTRUMENT NO. 85-29771, RECORDS OF PULASKI COUNTY, ARKANSAS. 3 RIGHT OF WAY EASEMENT EXECUTED BY RANCH PROPERTIES, INC. TO Approximate location CITY OF LITTLE ROCK FOR THE USE AND BENEFIT OF THE LITTLE shown on survey. ROCK MUNICIPAL WATER WORKS, FILED FOR RECORD ,iULY 3, 1991 AND RECORDED AS INSTRUMENT NO. 91-38897, RECORDS OF PULASKI COUNTY, ARKANSAS. 4 AMENDMENT TO DECLARATION, PLAT AND RESTRICTIVE COVENANTS Affects subject property, TO INCLUDE A 'COMM ON MAINTENANCE PROPERTY ZONE', FILED non plottable. FOR RECORD DECEMBER 17, 2003 OF RECORD AS INSTRUMENT NO. 2003126639, AND AS FURTHER AMENDED BY INSTRUMENT NO. 2004005314, RECORDS OF PULASKI COUNTY, ARKANSAS. 5 ORDINANCE NO. 20,697 BY THE CITY OF LITTLE ROCK, ARKANSAS, Affects subject property, FILED FOR RECORD FEBRUARY 22, 3013, OF RECORD AS INSTRUMENT non plottable. NO. 2013014072, RECORDS OF PULASKI COUNTY, ARKANSAS, 6 RIGHT OF WAY EASEMENT EXECUTED BY RANCH PROPERTIES, INC. TO As shown on survey. CITY OF LITTLE ROCK, ARKANSAS FOR THE USE AND BENEFIT OF THE LITTLE ROCK SANITARY SEWER COMMITTEE, FILED FOR RECORD MARCH 5, 2014 AND RECORDED AS INSTRUMENT NO. 2014012050, RECORDS OF PULASKI COUNTY, ARKANSAS. 7 RIGHT OF WAY EASEMENT EXECUTED BY RANCH PROPERTIES, INC. TO As shown on survey. ENTERGY ARKANSAS, INC., FILED FOR RECORD JUNE 25, 2014 AND RECORDED AS INSTRUMENT NO. 2014036519, RECORDS OF PULASKI COUNTY, ARKANSAS. CERTIFICATE OF SURVEY To: Dyne Development, LLC, an Araksas limited liability company, their successors and assigns, Beach Abstract & Guaranty Company and Chicago Title Insurance Company and their successors and assigr:s: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jo!ntly established and adapted by ALTA and NSPS, and includ items 1, 2, 3, 4, 5, 6a, 6b, 8, 11, 13, 16, and 19 of Table A thereo . e e�sd owork wes compl April 14, 2021. --�' 7A Date: Joso Groyh AR PLS No. 1667 GENERAL NOTES: 1. 1 /2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. THERE ARE NO KNOWN PROPOSED CHANGES IN STREET RIGHTS —OF —WAY. 3. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 4. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELINEATED WETLANDS LOCATED ON THIS SITE. 5. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. 6. THERE WAS NO OBSERVED EVIDENCE OF CEMETERIES ON THE SUBJECT PROPERTY. 7. SUBJECT PROPERTY HAS ACCESS TO RANCH BOULEVARD AND RANCH DRIVE. ,• SST TE OF '•, ' A SAS = 67 RE l GRA GRAPHIC SCALE IN FEET 30' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS, -00 16' 11.71335". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED ADJUSTMENT FACTOR = 1.000026607. 500-02N-14W-0-14-200--60-1667 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engir-reering I surveying 501.664.3245 t 501.664.6704 f ,Aww.craftontull.com CERTIFICATE. OF AUTI-IORIZA'rioN. , ,a """"`O. , O 0 `1yC �KAnlsAS I ALTA/NSPS SURVEY OF PART OF OF THE E 1 /2 OF SECTION 14, T-2-N, R-14-W PULASKI COUNTY RANCH BLVD RD LITTLE ROCK, ARKANSAS Key Plor Nc, Descrip ion Date I bis document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other proiect, without the written auth0ri7ation of Crafton, Tull & Associates, Inc. EW PROJECT rao:21802600 ISSUEDATE: 06/30/21 CONTACT: J GRAYHAM CHECXED 3Y. , 2021 crof'on, Tull & Associo?es, Inc:.