Loading...
HomeMy WebLinkAboutZ-9933 Survey 012224N M 887009'43"E 127.60' 1 -� —CALC. POIN~ � '`� TA7ENT CORNER FALLS 6, IN FENCE CORNER N C3 --- / 25.0' N / .r � / m F- EXISTING 04 LOT 38 BUILDING a N w ±0.21 ACRES EXISTING o v w 56' z 'n b .7' /I EXISTING \ e.o' DECK a � o EXISTING CARPORT CALC. POINT N7$903`17(p ft%w L CORNER FALLS IN FENCE 1T515'(M) 109.40-(p) CURVE TABLE CURVE I LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 15.99' 25.00' 36038'38" S210 09' 35"W 15.72' C2 13.91' 50.00' 15056'34" S31 a 30' 38"W 13.87' Ce FLOOD ZONE NOTE BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN ON THIS SURVEY IS WITHIN ZONE X, ZONE X BEING AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ,AS PER FEMA FIRM MAP COMMUNITY PANEL NUMBER 05119CO319H, DATED JUNE 07, 2019, BASED UPON SURVEYOR'S INTERPRETATION OF THE LOCATION OF THE FLOOD HAZARD BOUNDARY LIMITS IN RELATION TO THE PROPERTY LINES. FND PIPE 1" 37.27' ~ / EXISTING / CONC. DRIVE 32.55 FIP 1 /2" _ DRAWING LEGEND PROPERTY LINE ASPHALT OR CONCRETE ---------------- BUILDING SETBACK LINES EASEMENT LINES WOOD PRIVACY FENCE EXISTING BUILDINGS SET 5/8" REBAR WITH CAP, LS #1755 CALCULATED POINT O FOUND IRON PIN (AS NOTED) I t I 1 ! GRAPHIC SCALE IN FEET 1 120' 0 2o' c"II 1 1 I 40BASIS OF BEARING M 1r` I 3 1 STATE PLANE COORDINATE SYSTEM, Cn I 0 I ARKANSAS NORTH ZONE, NAD 83 �-- I Co U U.S. SURVEY FOOT BEARINGS: GRID f Z m I DISTANCES: GROUND tU ¢ a SCALE FACTOR: 1.000039451204 c\l ¢ o I CONVERGENCE ANGLE: -0' 13' 51.32450154" � I **VALUES TAKEN AT THE NEIC OF LOT** F I I JJ Co LEGAL DESCRIPTION LOT 38 OF BEVERLY HILLS ADDITION TO THE CITY OF LITTLE ROCK, AS RECORDED OF PULASKI COUNTY, ARKANSAS, AS SHOWN ON A PLAT OF RECORD, PLAT BOOK 17 AT PAGE 35, RECORDS OF THE CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS. COSURVEY CERTIFICATION FOR USE AND BENEFIT OF LARRY EVANS/DUMONT PROPERTIES LLC. AND WACO TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE MOST CURRENT ARKANSAS STATE MINIMUM STANDARDS FOR SURVEYS OF THIS TYPE. THE FIELD WORK WAS COMPLETED UNDER MY SUPERVISION ON 11/02/2021. a v0"I'utrlrtrr",. ZPL,AT OR MAP: 11/04/2021 TATE !Y i= 4: ARKAN =� N 5 ICHO S CKER, LS 91755 : W ••" 9 $�o Ot STATE PLAT CODE: PLATTED SUBDIVISION''41 /0�'1 D• 1 Q z Q c� J J Q z LL, � w O � 0- oO U p� Cl- Cn Cu Q , ~ J �p � = z Q r~ d O Z J w o U v m > z m > J w =D >— 0� ck�ckf Y J O J )ELTA DESCRIPTION DATE h=paoted hweh as on Fr bma t of profexiand MWAM is the property of Ofu tw, TO & Associates. [aa, and Is not to be used in whde or In pat. far any other oroiscL wlt oA the written aidwrbaUm of 1000 Ledgelawn Dr. Conway, Arkansas 12034 Craffon Tull 0 engineering I surveying 501.328.3316 t 501.328.3325 f www.craftontull.= L CRAFrON, TULL & r ASSOCIATES, INC. D =_ _oNo.109 Ca �c Associates. Inc. ,+,,,, PROJECT NOt 21293200 ISSUE DATE: 1110312021 DRAWN BY: &FERRELL APPROVE BY: N.TUCKER SHEET NO.: ���3 1 OF 1