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HomeMy WebLinkAboutZ-8890 Map 2FOUND 1/2" REBAR ..... NW COR. COT 6 DEAN EQUIPMENT a SUBDIVISION. 41. �..20'' SET 5/88,. REBAR NE CO LOT 6 �.RA GG� a DEAN EQUIPMENT VV � -�"-- SUBDIVISION E 4 4 R 46, #30 F 13042 99 a STAT1`OUND 1/2" REBAR LU NW COR. ER LOT 5 _FOUND 1/2" R. DEAN EQUIPMENT BASIS OF BEARING: '' 1�16 NYJ�26♦�. LOT 4 SUBDIVISION ��; �w '` \NGDE N EQUIPMENT LU I. NAD-83 GRID NORTH ARSP NORTH ZONE. � "�.�.�Y \NG Alf F¢PGSQ LOT 5 o •." 0 L G S\ \NG 0 40 8r7 ' 23g' ..... 0. / SCALE: 1"= 40" 1o5q'4t4 30 2 o e O V7 44 LOT 4 ♦ : m co FOUND 1/2" REBAR _ 0.55 AC. NW COR. DEAN EQUIPMENT SUBDIVISION LOT 3 �o g e a 0.77 AC.ON pEAN Y SUBp GE 958 F' S pAN „ pp G ORp 0 �, i 26 O 56 �, p �3 3 CJoM BK 13 FIE FOUND U DCO/2R. LOT BAR LOT 2 P� COV DEAN EQUIPMENT 0 0.56 AC. +/ pUl-ASK SUBDIVISION bo LOT 1 - FOUND 1/2" REBAR I i 2,55' EAS/EQUI !:.. 0.76 AC, +/- -- - ._ - --.. -- -00, 69' 01 °15'36"E SW COR. DEAN ENT ; --.. i N. - -- 9' t , c {\ I ', 5.",»""_.� 0' » a�9 ...„Mm\:i; 228 05 119 l._.. ..... »»...................»�,».,..121.35 »__.. _ » 75.00 75. S SUBDIVISIO �/23.90 I N89020'38'E 658.28' o ,. N01 15 36 W 0 P.O.B. TRACT "B•' SW COR. SEC. 8 T-1-S, R-13-W PULASKI COUNTY, AR N89021 '54 "E 665.90' 0 O O N V N Ul . FOUND 5/8" REBAR SET BY. HOPE ENGINEERS N00030127''W 854.861, PART OF SW1/4,SEC 8 3.77 ACRES MORE OR LESS PREVIOUS SURVEYS BY HOPE ENGINEERS DATED 9-22-98 AND RANDY RICHARDSON DATED 10-10-07 INCLUDE THIS PORTION---__..57.10' OF LOT 6 IN SURVEYS. �- S42°04'32"W 72.82' S52026'19"W 139.73' S49012'56"W 65.11'� O S51047'56"W OQ 73.82' 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. L�L r j O r O 1 o Z CA -.► Cal � � ■ I O ° +a I +' Q W j w co r w i I . SW COR. LOT 6 DEAN EQUIPMENT SUBDIVISION LEGEND POWER POLE LIGHT POLE SIGN WATER VALVE/METER �-� SANITARY SEWER MAN —HOLE — TELEPHONE PEDESTAL FIRE HYDRANT GAS METER SATELLITE DISH DROP INLET GRATE H HANDICAP PARKING BASELINE POINTS IL CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING —P.O.B. ELEVATION E LEV. S50032'55"W 44.75' PROPERTY DESCRIPTION FURNISHED: TRACT "A" LOTS 1,2,3,4,5, AND 6, DEAN EQUIPMENT COMPANY SUBDIVISION, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. TRACT "B" PART OF THE SW1/4 SECTION 8, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SW CORNER SECTION 8, TOWNSHIP 1 SOUTH, RANGE 13 WEST; THENCE NORTH 89 DEGREES 21 MINUTES 54 SECONDS EAST 665.9 FEET; THENCE NORTH 00 DEGREES 03 MINUTES 27 SECONDS WEST 854.86 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 03 MINUTES 27 SECONDS EAST 382.55 FEET TO THE SW CORNER OF DEAN EQUIPMENT COMPANY SUBDIVISION; THENCE NORTH 89 DEGREES 20 MINUTES 38 SECONDS EAST 658.28 FEET; THENCE SOUTH 00 DEGREES 30 MINUTES OO SECONDS EAST 24.15 FEET TO THE CENTERLINE OF CROOKED CREEK;. THENCE ALONG SAID CENTERLINE SOUTH 50 DEGREES 3.2 MINUTES 55 SECONDS WEST 44.34 FEET; THENCE CONTINUING ALONG SAID CENTERLINE THE FOLLOWING BEARING AND DISTANCES: SOUTH 42 DEGREES 04 MINUTES 32 SECONDS WEST 72.82 FEET; 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. TOGVHER WITH A NON—EXCLUSIVE INGRESS —EGRESS EASEMENT ;VIER LOT 6, DEAN EQUIPMENT COMPANY SUBDIVISION, IN THE ,, 'CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. SE COR. LOT 6 SITE LOCATION MAP (NO SCALE NO TES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE 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, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OR RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. © COPYRIGHT 2010 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. MAY 1 3 I'll BY: �1GP�E OF AUTxa� Cs I S T e -, , STATE OF d ' ARKANSAS o ARKANSAS DEAN EQUIPMENT v SURVEYING AND 2 ti NO. 1487 a SUBDIVISION CONSULTING A-j) INC. rs1 G ATURE NO. 1462 04 r�NAL AS—SU4t` L y� yy 77 _.............. __.... DATE_:...-_off-2s-2oio_ . . yu�ao�wuw�.� �ca��sum��sa�ms�gca����mawaa�ww�o��������������awu����oc� ARKANSAS SURVEYING & CONSULTING HANS BUILDING MATERIAL SCALE: 1 "= 40' - _--::--....� _::-_:::::--:::--...-...-........ .. _......................... ..............................._..._..... .:..—. -—� !'TECHNOLOGY CO., INC. DRAWNBY: CDH & BEN-FC>N, /N14%.AN AS e 2t 19V s.............. ...._ ......................... ........................................................................ CHECKED BY: MSF S ' 12825 I-30 LITTLE ROCK AR ...- ................ _...........-......_.......... :: ^� _ (3::1. ) � ,,...._ � � :1 _..-...._........... -__...... ............ ................ ......... .............. ...... .............._................... PH NAVE: BANS BUILDING VATERW ® li`111I,'_,i t AI 0 ` `;C5` 8£f3-.... l: NiP!'i...:stsrvr r_.trrx r jrteT,t�t trr < ii.rt?<<: 500-01 S-13W-0-08-300-60-1467 ,C wg : uu