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Home My WebLink AboutZ-8937 Map 1s A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 HALL JOINT ` c Q ' WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: REVOCABLE `"° COMMENCING AT A FOUND ) INCH REBAR BEING USED AS THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 1 NORTH, RANGE 14 WEST; THENCE SOUTH 89 DEGREES 57 MINUTES 26 SECONDS WEST 359.33 FEET TO A POINT; THENCE CERTIFICATE OF OWNER TRUST the undersigned, owners of the real estate SOUTH 00 DEGREES 48 MINUTES 14 SECONDS WEST 170.11 FEET TO A FOUND % INCH REBAR FOR THE POINT OF BEGINNING; THENCE CONTINUE SOUTH sh shown and described herein, do hereby certify ZONED R2I And0 00 DEGREES 48 MINUTES 14 SECONDS WEST 71.74 FEET TO FOUND % INCH REBAR; THENCE SOUTH 01 DEGREES 19 MINUTES 23 SECONDS WEST 221.08 that we have laid off, platted and subdivided, OWENER/DEVELOPER: 1 _ FEET TO A FOUND Yz INCH REBAR; THENCE SOUTH 01 DEGREES 32 MINUTES 24 SECONDS WEST 395,76 FEET TO A FOUND % INCH REBAR; THENCE , said real estate in accordance with this plat.. Russell Rainey NORTH 50 DEGREES 40 MINUTES 29 SECONDS WEST 84.34 TO A POINT; THENCE NORTH 81 DEGREES 45 MINUTES 50 SECONDS WEST 51.49 FEET TO A 1501 RAHLING ROAD #1704 ; POINT; SOUTH 80 DEGREES 35 MINUTES 10 SECONDS WEST 39.85 FEET TO A FOUND Y2 REBAR; THENCE NORTH 79 DEGREES 28 MINUTES 54 SECONDS LITTLE ROCK, ARKANSAS 72223 SURVEY AREA WEST 322.39 FEET TO A POINT; THENCE SOUTH 42 DEGREES 11 MINUTES 18 SECONDS WEST 212.01 FEET TO A POINT ON THE CENTERLINE OF THE "" Y EXISTING 50 FOOT ROAD EASEMENT; THENCE ALONG SAID SAID EASEMENT THE FOLLOWING SIX BEARINGS AND DISTANCES: NORTH 36 DEGREES 5 MINUTES 49 SECONDS WEST 36.39 FEET; NORTH 41 DEGREES 12 MINUTES 49 SECONDS WEST 194.83 FEET; NORTH 20 DEGREES 55 MINUTES 02 The Russell D. Rainey and Cheryl C. Rainey Joint Revocable Trust 129 04 FEET' NORTH 11 DEGREES 43 MINUTES 26 SECONDS WEST 12379 FEET NORTH 20 DEGREES 25 MINUTES 39 SECONDS WEST o. SECONDS WEST 92.71 ; THENCE ALONG THE ARC OF A 236.54 FOOT RADIUS TO CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF ; NORTH 3 DEGREES 43 MINUTES 42 SECONDS WEST 141.89 FEET; THENCE SOUTH 89 DEGREES 46 MINUTES 14 SECONDS EAST LEAVING THE SAID CENTERLINE DEGREES 654.79 FEET TO A FOUND Yz REBAR; THENCE NORTH 00 DEGREES16 MINUTES 21 SECONDS EAST 93.22 FEET TO A FOUND % REBAR, THENCE SOUTH 1501 RAHLING ROAD #1704 LITTLE ROCK, ARKANSAS 72223KRA Date of Execution: 1/3/2013 DPARKEROTHY ZONED R2 AA - 89 DEGREES 43 MINUTES 50 SECONDS EAST 251.54, RETURNING TO THE POINT OF BEGINNING, CONTAINING 10.91 ACRES MORE OR LESS. THIS _� -_-� J = QN-GELTI 440 STATEP PROPERTY IS SUBJECT TO THE RIGHT-OF-WAY OF 50 FOOT EASEMENT ALONG THE WESTERLY SIDE. Instrument Number: 2013000779 =-=f= �i- -----= -�----- -- _-� ---- -- 4Cj DEREK R. AND JILL FRANKLIN MALSTROM FAMILY LTD. COMPANY ZONED II 420 A�° N3° 43' 42.00"W 141. CALCULA N20° 25' 42.67"W 92.7' \\'' I X 1 \\\\\ 2 CA Ii �\\\ Z N17° 43' 26.00"W 123.8 DOROTHYAHRING ZONED R2 00, I N20' 55' 02.00"W 129. 1't , TYPICAL SECTIONS (1) 4.5' X 3' GABION (1) 3' X 3' GABION ZONED R2--_-- �� - ifs - - ---- - 4$D = u INSTALL GABIO -EXIST. EDGE NO' 16 21.00"E 93.2 BASKET WALL OF PAVEMENT \\\\' EXIST .\EDGE OF PAVEMENT o NA1° 1,)' dQ nn"W 1Qd R"M� \ EXIST. GA VV JAMES M RAY\\ \ FAMILY TRUST \ F ZONED R2 N36' 05' 49.00"W 36.4 ROBERT T. CROFT & JO ELLEN CROFT ZONED R2 1\ TED SCALE: N. T.S. WC/NITY MAP AA 400 FRANCES ROBIN LINDSEY Notes: I. Builder must ensure that proposed structure clears building lines, setback requirements, easements, and restrictions, including those stated in the Bill of Assurance, before construction begins. plan plot This 2. l P P guarantee approval. 380 3. Builder shall consult house plans when laying out foundation. 4• Builder is responsible for acquisition of waivers or variances if required. 0 5. The use and benefit of this survey is not transferrable and does not _ _ _ _ _ _ \ - - �� extend to any other party. -10 6. This preliminary survey or plot plan should not be considered as a 36®'spy _- ---- �_ 7. final, or "as built" survey. No improvements exist on this lot at this time. i------_ _ _---=360 8- Drawing file:13-28 Al � � --- - _ �// 0 This is to certify that the above described land has been /� �� 350 b \� surveyed in JAN 2014. Corners are marked as shown sy and are in accordance with existing monuments in the • area. This certification is for and limited to the parties 4•! _ -��-- - _ - shown hereon and is not transferable or extended to any �_---- // other parry. FOR: RUSSELLRAINEY _ARlt-_ _----_=� 1. Construction materials will be frame with stone and stucco siding and roofing material will be metal or stone covered metal. 2. No fencing is planned for this site. 3. All structures will be one story with maximum height of 25'. 4. This development will allow home occupations as defined in �_ 30 section 36-253(b)(6). 3 5. No retaining walls are planned for this site. 6. Purpose of the out -buildings are for storage of personal property. -� -� 7. Buffer areas will be improved through select cutting to remove dead or dying trees. Trees will be replanted as needed 8. Sewer system will be plant type system with chemical treatment. I 330 9. Garbage collection will be street -side pick-up. 10. All lighting will be low level and directional, directed downward and into the site. f� 0 11. A fire hydrant will be placed on the property at owners expense. N � 12. Paving areas are estimate only; use of permeable surface expected. 13. POA is responsible for maintenance of all common areas. 20 '%�! -- `� M 14. Units will be individually owned to include the individual lot. REA TO REMAI -� ,_- -----� ✓32° NATURAL FOREST 60, 30, 0' 60' 120' COVER BUFFER�3 ,,��+-�-�,- \ _--_ �- �v --� SCALE: 1"- 60' --` � UU LEGEND: FOUND IRON PIN Q II ULA7EQ \ RICKYL. AND SET IRON PIN �� ' 1 POINT CHARLOTTE CALCULATED POINT P FINKBEINER �� ZONED R2 BUILDING xxx.xx' -1 1 T �-_-� ✓ \\` / l \ ROAD EASEMENT JENNY LEA EASTHAM 1 \� ,�°p REVOCABLE TRUST BOUNDARY LINE ZONED R2 �i Y : CENTER LINE --------- Flood Statement: \� i According to the FEMA Flood Insurance Rate Map (FIRM)community FIRM) RIGHT-OF-WAY - - - - - - commumtypanelno.: 0501790235E dated, JUL. 16, 1996, the ANDREAKWASNY ` ` \ ��_ APR 30 2 1a-ENCE LINE above described property is located in ZONE C and DOES NOT CHRISTOPHER DARRAGh\ 4 ' �9��' 84.3' WATER LINE - 7 lie partly within the 100 year flood plain. ZONED R2 - STREAM ----------- 4� ISTER�;'' STATE or erzsexsea NO. rein O O -®mom �j = 7II�A MARLAR ENGINEERING CO., INC. 5318 John F. Kennedy -ioal,:vwd North Little Rock, Arkansas 72116 N; DPPCPATED Phone: (501) 753-1987 4 :,tll�f �c�BBy P YsO 4 , Oo -..1 -:ITT ". 2,