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HomeMy WebLinkAboutZ-4159-C Site Plan - Survey 020924/ I LL I 1\L I Vf\IV11V 1 i IL r V11V I VI L.JLVIIVIVIIVV t.VIV I/"�11V11VV .J.-rV n f\L 1"1 f\L fX VJV V , V V , \.. J, V V s. I LES S. GRASS GRASS 0 A N c' THIS PROPERTY IS SUBJECT TO AN EASEMENT LOCATED IN THE SOUTHWEST CORNER F THE -.•-...,,. w: , T . SU OC SOU 0 •" ��-'� ��'' �� �'. _ ABOVE DESCRIBED PROPERTY AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ...t .. 'v'. .:... •. •. COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE Y ........... a.. �,:. . . . . . . . . . ` i� . O NORTHEAST QUARTER OF SECTION 35 T-1-N R-13 W THENCE SOUTH 02 DEGREES 20 s: MINUTES 37 SECONDS WEST ALONG THE WEST LINE OF THE SAID SOUTHEAST QUARTER OF . . _ ......... ........ 11 THE NORTHEAST QUARTER A DISTANCE OF 1 .97 FEET TO A FOUND 5 8 REBAR FOR THE Q U 668 OU O :. :. . . ::.. .:_ . . . . . . . . POINT OF BEGINNING; THENCE SOUTH 87 DEGREES 50 MINUTES 30 SECONDS EAST A . . . . . . . . . . . ' 4 DISTANCE OF 99.70 FEET TO A FOUND 5i REBAR; THENCE SOUTH 02 DEGREES 12 MINUTES 50 :::: is:::''.:''•,: ;.' ".-'::.' "-': 8 .. GRASS SECONDS WEST A DISTANCE OF 71.90 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY ::': -:4L�.: , `. ......... {. ' . 4 1 4 LINE OF U.S. INTERSTATE #30; THENCE ALONG SAID RIGHT OF WAY LINE SOUTH 62 � �::�°.��.:.`�,.:'��•�..�:�•�..:�:��:.:•��:�:.��`��'::��'�'•.: � � �� � �� � ��' �; � • • • • • • • • • • • • • • • • • • • • • y .. �• 4 y DEGREES 51 MINUTES 43 SECONDS WEST A DISTANCE OF 114.72 FEET TO A FOUND ° '.x.'.:,.::.:: ��' y. 4y 4' y. �� T . . . . . . . . ... . . . 4. 4 5 S0� 12 �u 5 . y y4 . 4 CONCRETE RIGHT OF WAY MARKER; THENCE NORTH 02 DEGREES 20 MINUTES 32 SECONDS �+�p� • • • y 4 ' EAST A DISTANCE OF 128.03 FEET, RETURNING TO THE POINT OF BEGINNING, CONTAINING 99.70 r' .90' . y . ' 4'4 4 4 . y. 4 . 4 0.23 ACRES, MORE OR LESS.,,, y .:.4 :.:.'..:..:'. g FOUND 5/8 0.23 AC. +/— y 4_ .. .. � GRASS :}{':1 *,• � y �.. _ .:.. y4.'.�. �. .4_ . 4 y 4 REBAR EASEMENT {sy i3 , y. 4 :. C''J :. �. y• .00- O BILLBOARD SIGN �. �'�',-`.. 4 •. • .• • y y LOCATED WITHIN � �. � � . :`..{.:�.:' .. 7 .. .i.• . � � , �:.'; �"'; �y. � .. . , .../�'...... x :. _ . y EASEMENT V • ; •', .., .:• ;,.. �. FOUND 4x4 CONC J 1 4 R/W MARKER �:... 4 y a :.:.......:. : ay..:........�!...... . F ND 4 y. IRON PIPE.. ti . y 4 4 ti . 4.4 .. :4: :'. ' 4; y. ...:4..........'.�i.. 0.62 S. Q' 4 4 y y 4 / 4 ~. y/ :4y ......................... °`I`� �g� y..ti4' ' y / O Certificate of Flood Note: By graphic plotting only, parts of this property 4�ig 44 y 4 y :. ......................... . '.. 4 4. �!' . . . . . . . . . . . . . . . . . . . . . . . . . . are )3 in Zone X3) )3 and Zone AE3) of the flood insurance rate Ma / 4� ti y . . . . . . . . . . . Community Panel No. 050181 0111 F which bears an effective date of / October 19, 2001 and IS in a Special Flood Hazard Area. By telephone 4 call dated June 3, 1999 to the National Flood Insurance Program ° (800-638-6620) we have learned this community does currently participate in the program. 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. 4y y 4" 4 y s 4 1q..4 A. .. y 4 4 4/ .4' y 4 4 i. 4y/.. y y y � �• y' 4y :�'y g 4 4��• y • g ti,4. y / 4 4• •' 4? 4 y y y • � 4 :. gy .4. 4 :4 • .y 4 4� 4 4. .4 y REVISED 1-30-2024 DATE: 04-21-2011 SCALE: 1 "= 50' DRAWN BY: MSF CHECKED BY: MSF FILE NAME: SHOOTERS AB PL LEGEND POWER POLE LIGHT POLE � 4 SIGN WATER VALVE/METER SANITARY SEWER MAN —HOLE —� TELEPHONE PEDESTAL FIRE HYDRANT � GAS METER � SATELLITE DISH DROP INLET GRATE � HANDICAP PARKING BASELINE POINTS A CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING Q.O.B. ELEVATION ELEV. C ISLED SQUARE I EADWALL BM U ELEV FROM R = 266.44' .4ti � A y / 4 4 4- .4 y y 4 y y 4 ' y. y 4 4 / y 4 4 -4. 4 I 54 4' 14 4 y 4. "4 y g . 4 / 4 y 4 •y: g �. y 4 4 4 '4 y 4 VAfEA0,010 y 4 4 4 y4 y 4 SITE LOCATION MAP (NO SCALE)_ /VO TES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE AS DETERMINED FROM PAGIS 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 OF 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 VERIFYING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE). 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 2008 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED AND OR ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. OF AUT�� � I S T ARKANSAS 9 p ARKANSAS U SURVEYING AND NO. 1467 CONSULTING INC. SIGNATURE �W NO. 1462 �� 30-20 tPf 0* 13 0NA L L ARKANSAS SURVEYING & CONSULTING V > 9,2 a ,S'ALEM R OAD R ® BENTON, ARKANSAS 72019 T E7 TE'LE'. (-50 >�) 794-4500 E? © E7 CLAREND ON, ARKANSAS 72029 E7 V WEB SITE: ascsurveyors.com ff TELE. OFFICE (870) 747— > 76 > E? SHOOTERS BAR AND GRILL 9500 INTERSTATE #30 PART OF SECTION 35 500-01N-13W-0-35-102-60-1467 : \Land Projects snoorers\awg .awg :4L: