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HomeMy WebLinkAboutZ-8890 Map 1BASIS OF BEARING: NAD-83 GRID NORTH ARSP NORTH ZONE. 0 40 80 SCALE. 1"= 40' FOUND 1 /2" RE NW COR. DEAN EQ MENTIN SUBDIVISI / G 0\Y N. \\�G c . 7 LOT 3 0.77. AC.. tjjpE M AN E. 01vo DE NY�B pGE 9�S S t'c �3 . COM - Q✓. B EG® FOUND 1/2" REBAR 26, s , No �61 T 15 5, 5.. ,.`. i ,` i 3 //� pLA OK t�ITY SE COR. LOT 5 . Q S .x 5: s •� i .. , ji,. 51 - 5..t} , S t 5' S ti LOT �,.t..;5 LAgKLG. - .� DEANEQUIPMENT .� 4 5 1 4 icy . 4 , 49 F } \ - \ .p� 0 56 AC O .FOUND 1/2" REBAR. �+ 2.55. EAST OF �% . - . 76 AV . '�'/-. `. SW COR. DEAN EQUIPMENT y: '. 05' - 10. EASEMENT. 119.10' . 121.35 10' EASE ENT 75.00' 75.00 9.6: 501 1536 E SUBDIVISION -i p G� 23.90r . N89°20'38'rE 658.28' PREVIOUS SURVEYS BY HOPE ENGINEERS N010.15r36"W DATED 9-22-98 AND RANDY RICHARDSON DATED 10-10-07 INCLUDE THIS PORTION 5Z 10r OF LOT 6 IN SURVEYS.. y, FrW, 72.82r \ P.O.B. TRACT "B" SW COR. SEC. 8 T-1—S, R-13—W PULASKI COUNTY, AR N89021 r54"E 665.90 IF 2' FOUND 5/8"r.w.313.REBAR SET BY ,6. HOPE ENGINEERS. 9 12 049018 . . . N0003027#11rW 854.86r. PART OF SWI/4,SEC 3.77 ACRES Certificate of Flood Note: By graphic plotting only, parts of this property are in Zone "AE" of the flood insurance rate Map, Community Panel No. 050181 0093 F which bears an effective date of October 17, 2001 and IS in a Special Flood Hazard Area. No field surveying was performed to determine this zone and an elevation certificate may. be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency. S52026119"W 139.73r V 4; SW COR. LOT 6 DEAN-€QUIPMENT- - SUBDIVISION OVO LEGEND POWER POLE 0 LIGHT POLE + SIGN 4 WATER VALVE/METER =� SANITARY SEWER MAN -HOLE — TELEPHONE PEDESTAL FIRE HYDRANT GAS METER SATELLITE DISH DROP INLET GRATE-99 HANDICAP PARKING BASELINE POINTS —A CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING ---P.O.B. ELEVATION ELEV. SITE LOCATION MAP NO SCALE NOTES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS 50032r55#rW THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE 44 75r TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE - ANGLES .AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, PROPERTY DESCRIPTION FURNISHED: SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING TRACT "A" REGULATIONS OR RECORD, IF ANY, AND IS SUBJECT TO SUCH LOTS 1,2,3,4,5, AND 6, DEAN EQUIPMENT COMPANY FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. SUBDIVISION, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. TRACT "B" NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. PART OF THE SW1 /4 SECTION 8, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. DESCRIBED AS:.SURVEY COMMENCING AT. THE. SW CORNER SECTION.8, TOWNSHIP 1 VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. SOUTH, RANGE.13. WEST;_ THENCE NORTH _89 DEGREES 21 MINUTES 54 SECONDS EAST 665.9 FEET, THENCE NORTH 00 UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE DEGREES '03 MINUTES 27 SECONDS WEST 854.86 FEET TO THE AS TO UTILITY EXISTENCE OR LOCATION. POINT OF BEGINNING; THENCE NORTH 00 DEGREES 03 MINUTES I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN 27 SECONDS EAST 382:55 FEET TO THE SW CORNER OF DEAN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN EQUIPMENT COMPANY SUBDIVISION; THENCE NORTH 89 DEGREES ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND 20 MINUTES 38 SECONDS -EAST 658.28 FEET; THENCE SOUTH IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. 00 -DEGREES 30 MINUTES 00 SECONDS EAST 24.15 FEET TO DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE THE CENTERLINE. OF CROOKED THENCE ALONG SAID SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS .CREEK;. CENTERLINE SOUTH 50_ DEGREES. 32 MINUTES 55. SECONDS OR SUBSEQUENT OWNERS. WEST 44.34 FEET, THENCE CONTINUING ALONG SAID © COPYRIGHT 2010 ARKANSAS SURVEYING AND CONSULTING, CENTERLINE THE FOLLOWING BEARING ANDDISTANCES: SOUTH INC. ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE 42 DEGREES 04 MINUTES 32 SECONDS WEST 72.82 FEET; REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. THENCE SOUTH 52 DEGREES 26 MINUTES 19 SECONDS WEST 139.73 FEET; THENCE SOUTH 49 DEGREES 12 MINUTES 56 SECONDS WEST 65:11 FEET; THENCE SOUTH 51 DEGREES 47 MINUTES 56 SECONDS WEST 73.82 FEET; THENCE DEPARTING SAID. CENTERLINE; SOUTH .72 DEGREES 49 MINUTES 19 SECONDS WEST. 373.65 FEET TO. THE, POINT OF BEGINNING. TOGETHER WITH A NON—EXCLUSIVE INGRESS —EGRESS EASEMENT OVER LOT 6, DEAN EQUIPMENT COMPANY SUBDIVISION, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. SE COR. LOT 6 DEAN EQUIPMENT SUBDIVISION . DATE: 07-28-2010 SCALE: 1' 40' DRAWN BY: CDH CHECKED BY: MSF . 6 ONE: WINS BUHING 1ATE@IA6 1 0 OF AUT80 W ARKANSAS U SURVEYING AND CONSULTING INC. NO. 1462 \' SAS_Z . STE�4 STATE OF ARKANSAS 'U N . 1467 sj0NAL L A�9.� . ARKANSAS SURVEYING & CONSULTING HANS BUILDING MATERIAL ��z� ����� ��.�.®� TECHNOLOGY CO., INC. 17 BENTON, ARKANSAS 720190 C7TE=LE:_ (5013 12825 I-30 LITTLE ROCK AR ® 17F.4X_ CSO11-3 -7c�)41.--1-.s®1-17 IDAN AR OFFICE 683-0399 t7 Q E-MAIL:survey-man-jr@hotmail.comp 500-01S-13W-0-08-300-60-1467 � i ►TL: �ii�\ �1T11Lc I � i A :ill! !1 �i:��i �i1 � �� t'� c�� �