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Home My WebLink AboutZ-8629-C Map 7PROPi1t1Y DIESCRIP11110N (FIRST' AYERICAN 711LE INEIIIIIIIIIIANIM c01rYUMr NO_ JRP-'182151-01-h. Part of the North } of the SW } NE J of Section 2, Township 1 North, Range 13 West, in the City of Little Rock, Pulaski County, Arkansas, more particularly described as folkwm: Beginning at a 5/8 inch iron pipe at the Southeast comer of Lot 1, Skaggs-Albertsons Subdivision and being 200 feet East of the Southwest comer of the said North } SW } NE t thence South 87 degrees 51 minutes 08 seconds East for 200.00 feet; thence North 02 degrees 57 minutes 12 seconds East for 150.00 feet to a 5/8 inch iron pipe; thence South 87 degrees 54 minutes 48 seconds East for 58.00 feet to the beginning of a curve and a 5/8 inch iron pipe; thence along said curve turning to the left through an angel of 12 degrees 48 minutes 03 seconds.having a radius of 188.38 feet, and whose long chord bears North 87 degrees 02 minutes 27 seconds East for 42-00 feet to a 5/8 inch iron pipe; thence North 09 degrees 21 minutes 34 seconds West for 50.00 feet to the beginning of a curve and 5/8 inch iron pipe; thence along said curve turning to the right through an angle of 10 degrees 46 minutes 52 seconds, having a radius of 138.38 feet and whose long chord bears South 86 degrees 01 minutes 52 seconds West for 26.00 feet to the beginning of a curve and a 5/8 inch iron pipe; thence along said curve turning to the right through an angle of 02 degrees 01 minutes 11 seconds, having a radius of 138.38 feet, and whose long chord bears North 87 degrees 34 minutes 07 seconds West 4.88 feet to an 5/8 inch iron pipe. thence North 87 degrees 54 minutes 48 seconds West for 95.10 feet to a 5/8 inch iron pipe; thence North 01 degrees 23 minutes 36 seconds East for 96.37 feet to a 5/8 inch iron pipe; thence north 26 degrees 02 minutes 15 seconds East for 106.70 feet to a 5/8 inch iron pipe on the Southerly right of way line of Rodney Parham Road; thence North 61 degrees 26 minutes 33 seconds West along said Southerly right of way line for 125.80 feet to a 5/8 inch iron pipe and the Easterly line of said Lot 1; thence South 39 degrees 06 minutes 27 seconds West for 156.39 feet along said Easterly line to a 5/8 inch rebar, then continue along said Easterly line South 02 degrees 23 minutes 27 seconds West for 324.84 feet to the point of beginning. County assessor records indicate that the subject property consists of part or all of Lots 2, 3, 7, 8, 13 & 14 of Satterfield Subdivision. The Exclusive Right of Way and Easement Deed to the City of Little Rock filed at Instrument No. 80-21656 states that the Satterfield Subdivision is unrecorded. Prior 2009 survey of subject property (PS 1215) indicates that there is 'No Plat of Record". The only known record of said subdivision is from the County Surveyors Plat Book at Page 12-B, which depicts the layout of the lots and streets, however does not contain dedication statement, acceptance by any city or county authority, and no certifications or signatures. No other documents or information have been provided to the surveyor regarding the Satterfield Subdivision. It is unknown as to whether this subdivision legally exists or how it may or may not affect the subject property. • FOUND MONUMENT FIRE HYDRANT 1X4 WATER VALVE ® WATER METER m SANITARY MANHOLE LIGHT POLE POWER POLE W/UGHT .O POWER POLE M TELEPHONE PEDESTAL -wA- WATER LINE - ss - SANITARY SEWER LINE -OHE- OVERHEAD UTILITY LINE -ucT- UNDERGROUND TELEPHONE -uGFo- UNDERGROUND FIBER ZONING:3 -- CGeneral Commercial District Height and Area Regulations: Building Height. 35' Front Yard: 25' Side Yard: 0' Side Yard 0 Residential: 15' Rear Yard: 25' _._n__340" 3`r , Q� � � •may lik; , Q f ^ry � �Qy QX Gj O= F SiC� FOUNO SET ,B" R AR PLS ' 144 / v-1 \ � L / AS \ IT X. 2 )n .. , TO l I �4F 1 } i{ -t _ e e ` F SU 9JECfROL PPEfi[ 102 SINE0, VICINITY MAP LITrI ROC". AIR a NOTES, Rights of way and Easements are shown hereon as per plat of record and/or documents provided to the surveyor. Additional Rights of way and Easements recorded or not a part of the public record, may or may not exist that effect the subject property. The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of underground utilities may vary significantly from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. Based on scaled map location and graphic plotting only, the property shown hereon is in Flood Zone X (areas determined to be outside the 0.2% annual chance floodplain), according to Flood Insurance Rate Map, Pulaski County, Arkansas and Incorporated Areas, Map Number 05119C0338G. Effective Date: July 6, 2015. Contour interval - 1'. Elevations are based on NAVD88, per GPS Observation. Bearings are Grid based, Arkansas State Plane North Zone, per GPS Observation. S� ASPHALT l u� . /i 1 r" I , (l { j ASPHALT WALL, PAVEMENT & I PARKING EASEMENT BK t359, PAGE 179 BK 362, PAGE 363 J11, FOUND " PIPE " PIPES SANITARY SEWER MANHOLE ELF/ TOP = 329.92 ELEV FL W = 327.09 ELEV FL N&E = 326.48 0 0) k= 7A.S,IAi 'N 013EE 96.36 FCLJND 8" PIPE s I FOUL " PIPE 1 KING CHOW & JASMIN LIN (BK 2010, PAGE 012420) PNRCEL #44L-023.00-003.00 ZONED C3, GENERAL COMMERCIAL t1.867 ACRES s 1% X/ SANITARY SEWER MANHOLE ELEV TOP = 330.22 ELEV FL W - 325.65 25, m 6 Z a v 0 ENN325.46S7MEV FL S- 46 NNYMEADE DR NORTH 20 10 0 20 40 SCALE 500-01N-13 W-0-02-130-60-1441 This survey references First American Title insurance, File No. JRP-162051-01, effective date: June 10, 2016 at 71)Oam. 7�0 _3zQ.60 Q = 327.80 x a To: Ran Valk Assured Realty ..� SET" REBAR w 50. PLS 1441 This is to certify that this map or plat and the survey on which it is based were made in accordance with Arkansas minimum standards for boundary surveys. The fieldwork was performed by a field crew under my direct supervision. IILDIN Aran J. Your Date SACK r nsos Re FOUND" REBAR Art° o 0.78' EAST OF Prafessiorial Land Surveyor No. 1441 PROPERTY CORNER `iipibieiuibrirg `.t�`'�G11STkE 4ll SET I" REBAR ,.•\\�t�-°F (/jyO,/ ,`,.w��,.0,060 ,,,i�lj ��,,. PLS 1441 cP .��'� p• STATE OF Q i DEVELOPMENT I` ; ARKANSAS : 0� =W' CUN�9 ANTs144coo p _ No. c� a _z /' '.•� tN G . J ml ' r''rrnannuri``\ rgLNL1A+NO`�`�� v ORM DRAIN z INLET o "V TOP - 3311 EVV :`: = 32S Ill NI -Q ASPHALT SANQRY SEWER MANHOLE ELEV TOP =`3303 ELEV FL = 329. 1 i '; FOUND �" PIPE 12*RCI CONCRETE a� N DING SETBACK ri °'" CONCRETE f > ASPHALT f CONCRETE' t� FO D�----=---_ " RE 3 ! ASPHALT SKAGGS-ALBERTSONS SUBDIVISION LOT NUMBER DELTA ANGLE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH C1 1748*030 188.38 42.09 N 8705'22" E 42.00 C2 I (Y39'20' 138.38 25.74 S 861011120 12' W 25.70 C3 0709.11. 138.38 5.20 N 8725'33" W 5.20 A � 1 I FOUND PIPE i° I WITNESS CORNERI i ON PROPERTY LINE I 2.00' NORTH OF ~ PROPERTY CORNER 0- II !!! 3 CONCRETE,E � a. S7 I ORAJ :v. RATE. iNLFT " LEE r"'P 328.2, � ®I ,r al 02'24'37" W 324.84"� J u ss -� ----ais--.__ L 25' DRAINAGE & UTILITY EASEMENT (PLAT 5-2201A) ASPHALT - ASPHALT NLi, -:Y ELEV ;Op - 2 1V FL = 324,?u w ZLa ZJ Z _ a rv�y�A o ¢ z O J V/ w CL �o Z p U •- � V I g � W I 0 Z s ,� I in O ,n N H H J Z 1 I W / � � 00 I �n 1 CNN z Z Z irb O < of 00 to iO� I- �O-z Q I to11 Q F al o W CONCRETE Z in i W Z QI Z IO46 I -I � O J m 0I 0 f SET I" REBAR �c Z PLS1441 U 0 N W Q rn � W wP0 1 z� W � Z p p. ,w CA 0 N O V)W J Imo V) U) m ucl DEVELOPMENT CONSULTANTS INCORPORATED ZINNx RDNEY PAw Napo su ill umENomAN7Z172 sb+aiasso OPYPogiT: 2016 ryF 1'=2W RAVI N Or Al AJY T 0741-2016 I Z W � l W oc O� w� > �, _ CL 0 LL 0 UJ ca Z Z IL m 16-169