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Home My WebLink AboutS-1589-A-1 Map• SET 1/2" REBAR W/ CAP O FOUND MONUMENT COMPUTED CORNER (NOT SET) -- - RIGHT-OF-WAY OVERHEAD UTILITIES —x—x— FENCE — — ROADWAY CENTERLINE LO) POWER/LIGHT POLE --------- ACCESS EASEMENT - - - - UTILITY/DRAINAGE EASEMENT — — BUILDING SETBACK LINE LAND BUFFER 0 15, 30, 60' SCALE: 1" = 30' RNy'L�jNjEP Oo�ES 51D,`LC I N=117 E=1,184 ------------ -�_ OTTER CREEK ROAD (R/W VARIES) J (OBTAINED BY QUIET TITLE) 0.05 ACRES N88033'08"W - 27.81' (M)_ SOUTH R/W LINE OF OTTER CREEK ROAD PER �EX, SWK AHTD JOB #060446 EC 5 T-1-S R-13- ---- N89033'40"W - 131.66' (M) 0 1 NORTH LINE FOUND/z" 23551' ------ -- - --. _ v�-__ - NEX4, NWX4 (PLS #12) LI SEC. 8,T1S,R13W I °off I I — . — . — e I I 25' BUILDING SETBACK —'�'—' _— I II I i 25' BUILDING SETBACK — - — - — — . — . _— . II� I5.0' SEWER EASEMENT PARCEC4A5lo�0.,nE�1dC a 0 LY fI i COURT ORDER 481,2790) IDEPR 1 I , 2.37' (M) N88059'38"W - 102.71 2011017456 Received: 3123/2011 10:34:09 AN WE515 "` J Recorded: 03123l2011 10:43:31 AM Fifed R I e;• .W�.. I 10.O'SWBELI ' e Recorded in Official Records of tarry Crane. I (INSTR. #7S SEMENi EXISTING PROPERTY LINE v� PULASKI COUNTY CIRCUITICOUNTY CLERK 3 0 0 ' I I �247) ' NW�' BETWEEN TRACTS 1 AND 2 Fees 515.00 CERTIFICATE OF OWNER EC. 8, T-1-$ R-13- WE, THE UNDERSIGNED, OWNERS OF T iE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND I I ^ o DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH a o I z I= THIS PLAT. / Y EAST R/W LINE OF I I I I i I / ¢ ARK. HWY #5 PER m I 0 AHTD JOB #060446 I Iy IGNE y- r✓ 'e;. Cr o I I I M 1_l 71 4<1 Arle- i','x Q I I ORIGINALTRACT2 u i DATE OF EXECUTION NAME n I 2.00 ACRES /s// / • .Yers�� Ko�r� I I 87,056.40SQFT �) 93 483�`8 ADDRESS }, ,c 72,5zz I 9r - 4Za SOURCE OF LE I I CERTIFICATE OF RECORDING I I THIS, OCM N UT, NUMBER FILED FOR RECORD FOUND 'n 3 20 / 1 IN PLAT BOOK PAGE a I `++ I I I z 1" PIPE LOT 2A. � 2.09 ACRES PROPOSED LOT LINE BETWEEN LOTS I & 2 N88°33'08"W - 309.96' (M) --- — 338.30 ---- - --- - -- ORIGINAL TRACT 1 1.36 ACRES 59,106.28 SQ FT SIG ED a0I/0I / YSS `y C j I I m I I I 91,155.22 SQ FT N73°31'lf'W-24.00' (M X\X �9°zq ,? 13• uu7� 3 i s Go �= I I wI I MIN. FINISHED FLOOR ELEV=297.00' '� \X .98iAl AG c? g I I (SEE SUBDIVISION NOTES BELOW) / OS°35'34"E - 28.11' (M) NAME CLERK �� I I .n I CERTIFICATE OF ENGINEERING ACCURACY Oq�7 ��n m(lx%0N% I I 3 I Ok \X� I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT o I I I I= x\ MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 0 I I I x o FOUND F I h DATE OF EXECUTION RAY I ND HICKEY, / / /2" REBAR rn _8tzl j!r PROF SSIONALENGINEER I f: . \ , 0 I E sjtt s1 n T F of it f Na. 7730 A�IIISAs / ' y�t1 ARKAN REG/S 7j'�.,� \ \ /o°�� • \ \ _ _ / REGI .. 9i \ o /45105500 ti _ CENTRAL •,. Z °pti \ \ ,� DRAINAGE DITCH PNaCE�' EDGE ARKANSAS = / ^z� �\ • • \ CENTERLINE EN* INFER 4ti1� ENGINEERING I / \ \ \ ` • ` \ No.7730 �i� :y'., #zss \``� O f+ �jiittl= t1 AlS11E11"`�0`� FOUND \ \� / . • �' e REBAR h \ CERTIFICATE OF SURVEYING ACCURACY F N \ 4 h N I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A I� k4 9 °� BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS W / OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. / .: »aS,.0550001'a0PE0.�`; IIDATE OF EXECUTION LOT . BY QUARTER -QUARTER LOT # LEVI, NW1/4, SEC. 8) (SE1/4, SWI/4, SEC. 5) 1.28 AC 0.03 AC 1 55,833.34 S.F. 1,488.73 S.F. 2.07 AC 0.02 AC 90,329.34 S.F. 825.88 S.F. O LOT 1 1.32 ACRES 57,322.07 SQ FT MIN. FINISHED FLOOR ELEV=297.00' (SEE SUBDIVISION NOTES BELOW) � x\ x�\ X\ T #2070-04 N=117,658. EAST LINE SEX, SWX SEC. 5, T-1-S, R-13-W `NO1006'32"E - 4.80' (M) P.O.B. FOUND FENCE CORNER POST NORTHEAST CORNER NEY4, NWV4, SEC, 8, T-1-S, R-13-W I k I 11-N16046'01"E - 241.13' (M) I I x / I `#45L05500081p0 / PPR�PNUTAEDGE I x I 8.0, EAST LINE NE4, NWY SEC. 8, T-1-S, R-13-W I LEGAL DESCRIPTIONS OF RECORD r^ U TRACT NO. 1: v / � PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 1 SOUTH, RANGE 13 WEST, Q 7 D_ IN PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER L OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8; THENCE SOUTH 89 DEGREES 15 MINUTES _ WEST 338.3 FEET; THENCE SOUTH 6 DEGREES WEST 134.95 FEET, THENCE SOUTH 72 DEGREES EAST 374 FEET TO THE EAST Z LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH ALONG THE EAST LINE OF SAID Q NORTHEAST QUARTER OF THE NORTHWEST QUARTER, 272 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT A PART 0 OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION 8, TOWNSHIP 13 WEST, MORE PARTICULARLY �Y�/ W w N co rn DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST LL QUARTER; THENCE SOUTH 272 FEET; THENCE NORTH 72 DEGREES WEST 68 FEET; THENCE NORTHEAST APPROXIMATELY 247 ~ Cl) N FEET TO THE POINT OF BEGINNING. n 0)) 1p TRACT NO, 2: Z Q Y UL k FOUND _ O \ PART OF THE NORTHEAST UAR E Q T R OF THE NORTHWEST UARTER OF SECTION 8, TOWNSHIP 1 SOUTH, RANGE 13 WEST, � Q � = OVERALL LEGAL DESCRIPTION FROM SURVEY Q � RAY ND HICKEY, 1" PIPE PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER Z PROFESSIONAL LAND SURVEYOR 1 9 tj F / OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8; THENCE NORTH 88 DEGREES 04 MINUTES 10 g U a E I A PART OF THE SOUTHEAST QUARTER (SEl/4) OF THE SOUTHWEST QUARTER (SWl/4) OF SECTION FIVE (5) AND A D O r No. 1401 ARKANSAS P L / � SECONDS WEST 338.3 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 04 MINUTES 10 SECONDS WEST F- N PART OF THE NORTHEAST QUARTER (NEl/4) OF THE NORTHWEST QUARTER (NWl/4) OF SECTION EIGHT (8) ALL IN Z 7 N ` ��11111rrrrr7,, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER 300.1 FEET TO THE CENTERLINE OF W , Ie r�� TOWNSHIP ONE (1) SOUTH, RANGE THIRTEEN (13) WEST; CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE S , OLD LITTLE ROCK -HOT SPRINGS HIGHWAY; THENCE SOUTH 08 DEGREES 45 MINUTES 45 SECONDS WEST ALONG THE W N T �, PARTICULARLY DESCRIBED AS FOLLOWS: IJ- o Qom; �. BY: &1 GENERAL NOTES CENTERLINE OF SAID HIGHWAY, 156.2 FEET; THENCE SOUTH 77 DEGREES 50 MINUTES 35 SECONDS EAST 31.0 FEET TO A O CENTRAL O SUBDIVISION NOTES POINT ON THE EAST RIGHT OF WAY LINE OF SAID HIGHWAY; THENCE SOUTH 11 DEGREES 54 MINUTES 10 SECONDS WEST -' O -, z : DATE: 3 BEGINNING AT THE NORTHEAST CORNER OF SAID NEl/4, NWl/4 OF SECTION 8, SAID POINT BEING A FENCE POST ALONG THE EAST RIGHT OF WAY LINE OF SAID HIGHWAY 61.85 FEET; THENCE SOUTH 74 DEGREES Ol MINUTES 10 SECONDS ARKANSAS = 1, BASIS OF BEARINGS FOR THIS SURVEY: GPS NORTH USING GPS CORRECTIONS - CORNER; THENCE N01006321 ALONG THE EAST LINE OF SAID SE1/4, SW1/4 OF SECTION 5 A DISTANCE OF 4.80' TO C, ENGINEERING COMPUTED FROM PLATS OF RECEIVED FROM C.AE1 CORS BASE STATION. THE SOUTHERLY RIGHT-OF-WAY LINE OF OTTER CREEK ROAD AS SHOWN ON ARKANSAS STATE HIGHWAY & EAST 279.0 EFT, THENCE NORTH 19 DEGREES 23 MINUTES 55 SECONDS EAST 92.0 FEET; THENCE NORTH 16 DEGREES 59 I. PROPERTY IS CURRENTLY ZONED: C-3 7, OWNER OF RECORD MINUTES 30 SECONDS EAST 68.5 FEET; THENCE NORTH 06 DEGREES 15 MINUTES 05 SECONDS EAST 27.9 FEET TO A POINT #269 OTTER CREEK _ _ se6�33ro8'E_I,295.73' FMD FENCE 2, SURVEY REFERENCES: TRANSPORTATION DEPARTMENT (AHTD) RIGHT-OF-WAY PLANS (JOB #060446), SAID POINT BEING A'/2" REBAR & .` VILLAGE COM1 SUB. AND — — CORNER POST 2• AVERAGE LOT SIZE: 1.70 AC (74,238.645 SF) R J PROPERTIES INC ON THE SOUTH LINE OF A TRACT OF 1.70 ACRES CONVEYED TO SHERMAN D. VINES AND WIFE IN DEED BOOK 657 PAGE 21; • ' �� A. SEE BOUNDARY SURVEY OF PROPERTY AS FILED WITH THE STATE OF CAP (PS #1401); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY THE FOLLOWING FOUR COURSES AND DISTANCES: N3A311E` '.`p LOCK &LOAD ADD. I ARKANSAS LAND SURVEYOR'S OFFICE, FILED NOVEMBER 2010 BY THIS 4, BUILDIN3. NUMBERG SETBACKS UNLESS OTHERWISE NOTED 1275 2F LOTS: 2 5 CAM RIDGE RESIDENT N88°33'08"W A DISTANCE OF 337.7T TO A Yz" REBAR & CAP (PS #1401); N89°33'40"W A DISTANCE OF 131.66' TO A SECS DN00� 79.3 FEET TO THE P047 � 30 SECONDS BEGINNING. NGEST 24.0 FEET; THENCE NORTH 08 DEGREES 16 MINUTES 29 SURVEYOR FOR ALL BOUNDARY NOTES. FRONT: 25' BENTON, ARKANSAS 72015 '/z REBAR & CAP (PS #1401); N88 5938 W A DISTANCE OF 102.71 TO A Yz REBAR & CAP (PS #1401); S46107'08'W �I o A DISTANCE OF 2.37' TO A POINT ON THE SOUTH LINE OF SAID SEl/4, SWl/4 OF SECTION 5, SAID POINT BEING A REAR: NONE 8. DEVELOPER LESS AND EXCEPT THAT PART OF SUBJECT PROPERLY CONVEYED TO THE CITY OF LITTLE ROCK ARKANSAS, BY WARRANTY M h Yz" REBAR &CAP (PS #1401); THENCE ALONG THE EASTERLY RIGHT-OF-WAY OF STAGECOACH ROAD (ARKANSAS NEB, NW /a FLOOD STATEMENT INTERIOR SIDES: NONE R J PROPERTIES, INC DEED FILED APRIL 10,1992, OF RECORD AS INSTRUMENT NO. 92.22979, RECORDS OF PULASKI COUNTY, ARKANSAS. DRAWN BY CERTIFICATE OF FINAL APPROVAL I EXTERIOR SIDES: NONE DOUG HENDRIX PRESIDENT STATE HIGHWAY #51 AS SHOWN ON SAID AHTD RIGHT-OF-WAY PLANS (JOB #060446) THE FOLLOWING FOUR N I sernoN 8, r-1-5, R-13Tv I_ COURSES AND DISTANCES: S46 07'08"W A DISTANCE OF 38.14' TO A Yz" REBAR & CAP PS #1401); S07051'02"W A �G NO3: N (NIS) e ACCORDING TO FEMA FIRM #0501810093F, DATED OCTOBER 19, 2001, THIS 5, ENGINEER OF RECORD 1275 CAMBRIDGE ( )' ° o PROPERTY LIES IN ZONE "X" AND ZONE "AE" WHICH HAS BEEN DETERMINED TO BE RAYMOND HICKEY PE #7730 DISTANCE OF 106.87' TO A'/z" REBAR &CAP (PS #1401); SOS°17'00"E A DISTANCE OF 130.75' TO A Yz" REBAR; CHECKED BY PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF z Ig BENTON, ARKANSAS 72015 ° ° PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 1 SOUTH, RANGE 13 WITHIN THE 100-YEAR FLOODPLAIN. CENTRAL ARKANSAS ENGINEERING, PLLC 9. SOURCE OF WATER: CENTRAL ARKANSAS WATER S37 42'11"W A DISTANCE OF 49.83' TO A /z" REBAR; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY S74 4429"E A THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY N DISTANCE OF 253.82' TO A 1" PIPE; THENCE N18°44'24"E A DISTANCE OF 92.69' TO A Y2" REBAR & CAP PS #1401 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE DATE ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 1012 AUTUMN ROAD, SUITE #2 10. SOURCE OF SANITARY SEWER: LITTLE ROCK WASTEWATER UTILITY ( )' SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5; THENCE NORTH LITTLE ROCK, ARKANSAS 72211 THENCE N16°19'S9"E A DISTANCE OF 69.0l' TO A 1/2" REBAR & CAP (PS #1401); THENCE N05035'34"E A DISTANCE OF RULES AND REGULATIONS. DISCLAIMER 11. MINIMUM STRUCTURE FINISHED FLOOR ELEVATIONS: 28.11' TO A 1" PIPE; THENCE N73°31'14"W A DISTANCE OF 24.00' TO A r/z" REBAR & CAP PS #1401 ; THENCE 88°35'06" WEST, ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SCALE wuNo _ _ 6. SURVEYOR OF RECORD LOT 1: 297.00' ( ) 1" PIPE N88°36'S7"W - 1,325.09' — — STONE RAYMOND HICKEY PS #1401 N07016'14"E A DISTANCE OF 44.1T TO A'h" REBAR & CAP (PS #1401); THENCE S69124'22"E A DISTANCE OF 304.98' SECTION 5, FOR 573.81 FEET; THENCE NORTH TO THE SOUTH RIGHT OF WAY LINE OF OTTER CREEK ROAD; THENCE PROJECT NO, SIGNED, UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY. UNDERGROUND LOT 2: 297.00' ' UTILITIES ARE TAKEN FROM UTILITY MAPS. EXACT LOCATION OF UNDERGROUND CENTRAL ARKANSAS ENGINEERING, PLLC LOT 3: 2S7.00' TO A Yz" REBAR & CAP (PS #1401); THENCE N16046'01"E A DISTANCE OF 241AT TO THE POINT OF BEGINNING; EASTERLY ALONG THE SOUTH RIGHT OF WAY OF OTTER CREEK ROAD TO THE EAST LINE OF SAID SOUTHEAST TER ARE APPROXIMATE, NO EXCAVATION HAS TAKEN PLACE AS OF THIS DATE 1012 AUTUMN ROAD, SUITE #2 NOTE: BASE FLOOD ELEVATION ADJACENT TO PROPERTY IS 296.00' CONTAINING 3.41 ACRES, OR 148,501.14 SQUARE FEET, MORE OR LESS. QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5; THENCE SOUTH ALONG SAID EAST LINE TO THE POINT OF TO DETERMINE E TO DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN ON LITTLE ROCK, ARKANSAS 72211 BEGINNING. SHEET DATE OF EXECUTION L.R. PLANN G COMMISSION THIS SURVEY. PAGE POINT (NAD63 NORTHING POINT COORDINATES ARONS4S STATE PLAN- EASTING NORTH, SURVEY POINT FEET) NORTHING FASTING a 117,658.55 1,184,698.02 1 117,297.56 1,181,308.37 b 117,667.09 1,184,360.36 j 117,385.33 1,184,338.15 C 117,668.09 1,184,228.70 k 117,451.55 1,184,357.56 d 117,669.90 1,184,126.00 1 117,479.53 1,184,360.30 e 117,641.81 1,184,096.80 m 117,486.34 1,184,337.28 ' 117,533.97 1,184,081.93 n 117,530.15 1,184,342.87 117,403.78 1,184,093.97 0 117,422.88 1,184,628.37 h 117,364.36 1,184,063.50 p 117,653.76 1,184,697.93 REVISIONS J J a 1 of 1