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Home My WebLink AboutZ-8937 Map 2A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 SOUTH 00 DEGREES 48 MINUTES 14 SECONDS WEST 170.11 FEET TO A FOUND % INCH REBAR FOR THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 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 FEET TO A FOUND )� INCH REBAR; THENCE SOUTH 01 DEGREES 32 MINUTES 24 SECONDS WEST 395.76 FEET TO A FOUND §INCH REBAR; THENCE 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 POINT; SOUTH 80 DEGREES 35 MINUTES 10 SECONDS WEST 39.85 FEET TO A FOUND Xz REBAR; THENCE NORTH 79 DEGREES 28 MINUTES 54 SECONDS 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 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 SECONDS WEST 129.04 FEET; NORTH 17 DEGREES 43 MINUTES 26 SECONDS WEST 123.79 FEET, NORTH 20 DEGREES 25 MINUTES 39 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 654.79 FEET TO A FOUND h REBAR; THENCE NORTH 00 DEGREES16 MINUTES 21 SECONDS EAST 93.22 FEET TO A FOUND % REBAR; THENCE SOUTH 89 DEGREES 43 MINUTES 50 SECONDS EAST 251.54, RETURNING TO THE POINT OF BEGINNING, CONTAINING 10.91 ACRES MORE OR LESS. THIS PROPERTY IS SUBJECT TO THE RIGHT-OF-WAY OF 50 FOOT EASEMENT ALONG THE WESTERLY SIDE. qA/ / DEREK R. AND JILL FRANKLIN MALSTROM FAMILY LTD. COMPANY ZONED R2 4 20 ADO I N3' 43' 42.00"W 141. CALCULA N20' 25' 42.6711W 92.71'� I N17' 43' 26.00"W 123. DOROTHY AHRING ZONED R2 N20' 55' 02.00"W 129.0 -EXIST. EDGE OF PAVEMENT � EXIST.\EDGE�e OF PAVEMENT o AIAll ' 19' AQ 00"W 10A R,n TYPICAL SECTIONS (1) 4.5' X 3' GABION (1) 3' X 3' GABION 4'-6" 1'-6" r3'-_ I I ZONED R2 INSTALL GABIO BASKET WALL HALL JOINT CERTIFICATE OF OWNER REVOCABLE We, the undersigned, owners of the real estate TRUST shown and described herein, do hereby certify ZONED R2 that we have laid off, platted , and subdivided, OWENER/DEVELOPER: said real estate in accordance with this plat.. Russell Rainey 1501 RAHLING ROAD #1704 LITTLE ROCK, ARKANSAS 72223 The Russell D. ...le Trust72223 PARKER 1 'riles _..'9 ' ��..• `..'� . Date of Execution: 1/3/2013 ZONED R2 M Instrument Number: 2013000779 - (L� NO' 16' 21.00"E 93.2' le _ vc r I� u1i (C PROPOSE DETENTION ' �\ BASIN \ \\ \ I EXIST. GATE*? V,1;�JAMES M RAY\\ FAMILY TRUST ZONED R2 1 0 N36' 05' 49.00"W 36.4 ROBERT T. CROFT & JO ELLEN CROFT ZONED R2 &LA7ED O,A rimieses-mil al --- - --_ 410` = �D SCALE: N.T.S. t/ICINITY MAP '==°o FRANCES ROBIN LINDSEY ZONED R2 ---- 390 - Notes: 1. Builder must ensure that proposed structure clears building lines, setback requirements, easements, and restrictions, including those stated in the Bill of Assurance, before construction be gins• 2. This does NOT plot plan guarantee approval. 3. Builder shall consult house plans when laying out foundation. 4. Builder is responsible for acquisition of waivers or variances if _370 ��\ ��`-�\ -_-----_-----_ ---_ -_-� required. 5. The benefit �� use and of this surveyis not transferrable and does not extend to any other party. 6• This preliminary survey or plot plan should not be considered as a 360 - 7• final, or "as built" survey. No improvements exist on this lot at this _ __ ----- --_ _ --= time. _--_- �� ----=360 8• Drawing file:13-28 .dwg This is to certify that the above described land has been surveyed in JAN 2014. Comers are marked as shown and are in accordance with existing monuments in the -�� - _ _ _ _ _- _ area. This certification is for and limited to the parties -��------_ _� shown hereon and is not transferable or extended to any other party. FOR: RUSSELLRAINEY hfr�"�-------� �- --�/ NOTE: - - 340 - -- �� - 1. Construction materials will be frame with stone and stucco siding l'- 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 home defined in will allow occupations as �_ 330 section 36-253(b)(6). - 5. No retaining walls are planned for this site. 6. Purpose of the out -buildings are for storage of personal property. 7. Buffer improved areas will be through select cutting to remove dead or dying trees. Trees will be replanted as needed 8 Sewers stem will be lant t 'th h ' tr tin t y p type sys em wt c emrc 9. Garbage collection will be street -side pick-up. 3 10. All lighting will be low level and directional, directed -�, �?0 downward and into the site. 11. A fire hydrant will be placed on the property at owners expense. 12. Paving areas are estimate only; use of permeable surface expected. 13. POA is responsible for maintenance of all common areas. �- REA TO REMAI 14. Units will be individually owned to include the individual lot. 2. NATURAL FOREST _� ��;�------- ,tom 60' 30' o' 60' 120' COVER BUFFER ,-___,-----� \ . ___i`IVt31� '- �J_1 5 ___\ 131 SCALE: 1"= 60' 9. LEGEND: JENNY LEA EASTHAM REVOCABLE TRUST ZONED R2 FOUND IRON PIN 0 LA RICKYL. AND SET IRON PIN POINT CHARLOTTE CALCULATED POINT --- \ FINKBEINER P ✓ ZONED R2 BUILDING xxx.xx' ROAD EASEMENT - _ _ _ - 300 BOUNDARY LINE CENTER LINE Flood Statement: \ I \' --- j< 4i RIGHT-OF-WAY According to the FEMA Flood Insurance Rate Map (FIRM) �� FIP� FENCE LINE community panel no.: 0501790235E dated, JUL. 16, 1996, the above described property is located in ZONE-C and DOES NOT ANDREA KWASNY `\ \ \ \ ' � � 2 14 WATER LINE W - - - CHRISTOPHER DARRAGTI\ 0 4 lie partly within the 100 year flood lain. P Y Y P ZONEDR2 \\\\\ \ Y.-- STREAM-------- ,,�4�OISTER ''',. STATE Or j � a�a.•�o O': O ��fhc8�aa P. ♦"♦`2 MARLAR ENGINEERING CO., INC. 5318 John F. Kennedy Boulevard North Little Rock, Arkansas 72116 INCORPORATED Phone: (501) 753-1987 J North Little Rock, Arkansas 7211E 4, W INNSHIH 7 NOH IH, HANGL 74 WLS I u11��.��:.r �v„ � � / �"Ne."e \rL'= I �'.�.. ,,,____. ,�,,,\ 7cz_,asz7 11 -1n.o00 BLOCK OF OLD ARKANSAS DRIVE-