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HomeMy WebLinkAboutZ-5773-B Map 4100'00. (m S 81'20'17 100.00' (,a) E FA Asphalt ail _N a p4CV'� /nrnroVNO N p t.00 ^ ENMi U) /QNB h h �O I N I Z2 1 S �oO80m'2^' 19 2o.00. a�E�rn ^ ( d (mE W300,, 0'02•&w8µ�.�N ,ztO Z C-4 L) Z Ofp W Asphalt GENAL VALLEY Awmm TRACT G o: PAF OF 4UTjy0P,,: 4, i GLOBAL SURVEYING'= 41 CONSULTANTS, INC. ° p v N0. 1457 o 65.84' (m� N 86'55=w� 67.31 (d) N 89'08'46' E Heavily Wooded CERTIFICATION: I, JAMES S. AUNSPAUGH, PLS #1374, HEREBY CERTIFY THAT THIS BOUNDARY SURVEY CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT THE IMPROVEMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN. NO INDEPENDENT SEARCH WAS MADE BY THE SURVEYOR REGARDING EASEMENTS, RIGHTS OF WAY OR OTHER RESTRICTIONS OF RECORD THAT AN ACCURATE TITLE SEARCH MIGHT DISCLOSE. Heavily Wooded Heavily Wooded SUBJECT PROPERTY AREA 466,112 SQ. FT. +/- 10.746 ACRES +/- Heavily Wooded �- SS 0 w a..=eaas'o ;i Asphalt 1 jop �b /y`aGimco� JJ\\ r 09 ------.. Asphalt Asphalt Asphalt NaIE UTILITY CONTACTS: Y4' CROACHNENr-� EN OF SUBDNISKNI UNES N g1 • . ,)� (SBE NOTE ga) Jr CHENAL VALLEY ADDITION 480.p9 BLOCK3BooK LOTG s m S 8 )' 13'56" (PLAT PAGE 40) E S 8122 26" (d) E (d&P) CHENAIVAuvE DRIVE -- Asphalt (CHORD) N 88'08'33" E 416.00 (d) Heavily Wooded UTILITY CONTACTS: a Memorial Fountain ELECTRIC: Heavily Wooded JW--4P-d(VP) WATER: ENTERGY LevelFFE=641.2' 0- CENTRAL ARKANSAS WATER BERNARD NEUMEIRSEWER: T❑ TELEPHONE PEDESTAL DANIEL TULL #9 ENTERGY COURT LITTLE ROCK WASTEWATER 221 E. CAPITOL AVE. LITTLE ROCK, AR 72212 VINCE HOTHO SEWER MANHOLE LITTLE ROCK, AR 72203 501-620-5754 11 CLEARWATER DRIVE 501-377-1245 U LITTLE ROCK, AR 72204 _ O 501-223-1509 W W - WATER LINE TELEPHONE: CENTERPOINT ENERGY C3 C: 0- 1. ATT BRANDON ZINXER SS SS - SANITARY SEWER LINE E- LYNDLMER 401 W. CAPITOL SUITE 600 N U 0 CAPITOL, 1111 W CAPITOL, RM 1111 W. LITTLE ROCK, AR 72201 CLEAN OUT LITTLE ROCK, AR 722011 501-377-4930 (m) MEASURED IN THE FIELD 501-373-5255 E (d&P) CHENAIVAuvE DRIVE -- Asphalt (CHORD) N 88'08'33" E 416.00 (d) Heavily Wooded Heavily Woodedof yU' f` T, -645.2 SYaka Rwl Po sRa.z' FEST s. Heavily Wooded t P A Asphalt Asphalt Asphalt Heavily Woo)ed slob, AM 0Heavily Woodedcphalt (I div;) O [it CHENAL VALLEY ADDITION BLOCK 36 LOT 69 FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMFTION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO3159. DATED JULY 6. 2015- COMMUNITY LITTLE ROCK CITY OF; NUMBER 0501181; PANE 0315; SUFFIX G INDICATES THAI THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE X (OTHER AREAS) AREAS DETERAINED TO BE OUTSIDE THE 0.29, ANNUAL CHANCE FLOODPLAIN. *FLOOD STATEMENT DOES NOT GUARAWEE AGAINST LOCALIZED FLOODING. Asphalt Heavily Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded CHENAL VALLEY ADDITION BLOCK 36 LOT 72 (PLAT BOOK "G", PAGE 40) / c 0 CHENAL VALLEY v ADDITION m c BLOCK 36 LOT 71 NOTE: d Z 33' ENGiaSION U r p u te' f1NCR0ACNYENr OF SUBDM9aN LINES OF sumlvlsloN IVES (SEE NOTE µ) �'0 (SEE NOTE /4) a N CHENAL VALLEY ADDITION �• UTILITY WARNING W m a BLOCK 36 LOT 70 STATE SURVEYORS CODE: 500 -02N -14W-0-23/26-000-60-1374 w D¢rang ANDcm P 42" Asphalt A2 57 R23,\ �J NN RgQ.9...g34 0 ...-- 5° ' pis N o 0 DES 27 0 `9"0• � 0 3 01- ti Ws 6 rn \y�0. 0 o �O�oNa, ��N Heavily Wooded /30 C)'� ' �01 c0 N-? \ tp Heavily Wooded Heavily Wooded Heavily Wooded NOTE 3' aRCROACM.IENTOF - Is Non: 14) uNEs (sEE NOTE /4) . Asphalt aVJ s ASPHALT HATCH LEGEND U 'Project VICINITY\AIAP - N. T.S. ERAL NOTES: 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND DUSTING DRAWINGS. THE SURVEYOR MACES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR HAS LOCATED VISIBLE UTILITIES AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAJ A13LE AND A THOROUGH SEARCH OF THE PREMISES. DEPTH AND HEIGHT OF ONES UNKNOWN, UNLESS OTHERWISE STATED. 2- ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON. 3. THIS PROPERTY IS WITHIN CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. 4. SURVEYOR YIELDED TO THE PLATTED LOT LINES FOR THIS SURVEY. CONSULT AN ATTORNEY IF ANY OTHER MATTER IS CONCERNED FOR THIS ENCROACHMENT. J a Memorial Fountain Heavily Wooded JW--4P-d(VP) Lower Level FFE=640.5Higher METER POLE LevelFFE=641.2' 0- /•. �� " Heavily Woodedof yU' f` T, -645.2 SYaka Rwl Po sRa.z' FEST s. Heavily Wooded t P A Asphalt Asphalt Asphalt Heavily Woo)ed slob, AM 0Heavily Woodedcphalt (I div;) O [it CHENAL VALLEY ADDITION BLOCK 36 LOT 69 FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMFTION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO3159. DATED JULY 6. 2015- COMMUNITY LITTLE ROCK CITY OF; NUMBER 0501181; PANE 0315; SUFFIX G INDICATES THAI THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE X (OTHER AREAS) AREAS DETERAINED TO BE OUTSIDE THE 0.29, ANNUAL CHANCE FLOODPLAIN. *FLOOD STATEMENT DOES NOT GUARAWEE AGAINST LOCALIZED FLOODING. Asphalt Heavily Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded Heavily Wooded CHENAL VALLEY ADDITION BLOCK 36 LOT 72 (PLAT BOOK "G", PAGE 40) / c 0 CHENAL VALLEY v ADDITION m c BLOCK 36 LOT 71 NOTE: d Z 33' ENGiaSION U r p u te' f1NCR0ACNYENr OF SUBDM9aN LINES OF sumlvlsloN IVES (SEE NOTE µ) �'0 (SEE NOTE /4) a N CHENAL VALLEY ADDITION �• UTILITY WARNING W m a BLOCK 36 LOT 70 STATE SURVEYORS CODE: 500 -02N -14W-0-23/26-000-60-1374 w D¢rang ANDcm P 42" Asphalt A2 57 R23,\ �J NN RgQ.9...g34 0 ...-- 5° ' pis N o 0 DES 27 0 `9"0• � 0 3 01- ti Ws 6 rn \y�0. 0 o �O�oNa, ��N Heavily Wooded /30 C)'� ' �01 c0 N-? \ tp Heavily Wooded Heavily Wooded Heavily Wooded NOTE 3' aRCROACM.IENTOF - Is Non: 14) uNEs (sEE NOTE /4) . Asphalt aVJ s ASPHALT HATCH LEGEND U 'Project VICINITY\AIAP - N. T.S. ERAL NOTES: 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND DUSTING DRAWINGS. THE SURVEYOR MACES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR HAS LOCATED VISIBLE UTILITIES AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAJ A13LE AND A THOROUGH SEARCH OF THE PREMISES. DEPTH AND HEIGHT OF ONES UNKNOWN, UNLESS OTHERWISE STATED. 2- ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON. 3. THIS PROPERTY IS WITHIN CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. 4. SURVEYOR YIELDED TO THE PLATTED LOT LINES FOR THIS SURVEY. CONSULT AN ATTORNEY IF ANY OTHER MATTER IS CONCERNED FOR THIS ENCROACHMENT. J a LEGEND PROPERTY LINE © METER POLE LO C 0- V OHU OHU OVERHEAD UTILITIES T❑ TELEPHONE PEDESTAL ms W(z) OHE OHE- OVERHEAD ELECTRIC C: SEWER MANHOLE 00�, _T �.NO --as--aAs- GAS LINE U FIRE HYDRANT N _ O -W W W - WATER LINE rl SIGN/SIGN POST C3 C: 0- 1. C:0 N 0 -SS SS SS - SANITARY SEWER LINE E- GUY ANCHOR N U 0 ............._ - _... .. TREE/HEAVY VEGETATION LINE ® CLEAN OUT (t1 N (m) MEASURED IN THE FIELD CQo POWER POLE w/TRANSFORMER H f- +- cr) (d) (p) INST. 90-64821 INST. 2001021966 (PLAT BK "G", BK 40) -0- POWER POLE END OF MARKINGS -y �� , 0 LA EOM -.0 -)3 S°L� L1, L1 'A P FoM7 ELECTRIC PANEL MAT. MATERIAL _ 0) ! TJ ✓ W /--61. } OR SHOWN FOR DIRECTION ONLY CPS COTTON PICKER SPINDLE .._ �N'� /'"t�e� (LINE CONTINUES) C.I. CURB INLET L Cn 0 CALCULATED POINT tits NOT TO SCALE 0 SET 1/2' REBAR w/CAP (UNLESS NOTED) E.lA. TILE EIECTRICIRON i9 0 END 1/2- REBAR (UNLESS NOTED) REF. METER REFERENCE ® WATER METER LIGE UNDERGROUND ELECTRIC WV WATER VALVE (UNLESS NOTED) OHE typ OVERHEAD ELECTRIC TYPICAL PLA PLASTIC IP INTERMEDIATE PRESSURE GAS METER W WELDED D LIGHT ON POLE (a) PER ZONING LIGHT POLE All Symbols May Not Appear On Drawing. Use As Applicable. j SUBJECT PROPER TY DESCRIPTION (AS SUR VEYED) A tract ofland located in Section 23 and 26, Township 2 North; Range 14 West, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the center of Section 36, Township 2 North, Range 14 West, THENCE along North-South center -line ofsaid Section 36 SOUTH 00 DEGREES 47 MINUTES 43 SECONDS WEST a distance of 1021.6 feet to a point in the center -line of Chenal Parkway, THENCE Northwesterly along said center -line being the arc of a 2864.79 feet radius curve to the Left having a chord bearing and distance of NOR TH 22 DEGREES 53 4MINUTES 45 SECONDS WEST a distance of 873.62 feet to a point; THENCE along said center -line NORTH 31 `avl `a�Q� MINUTESGREES 39 ��beS WESTa distance erNorthwesterly to a point, THENCE and continuing along d centeining the arc of 5729.58 feetadiuscurve to the Righthaving a chord 5 0�,• bearing and distance ofNORTH26 DEGREES 50 MINUTES 25 SECONDS WEST a distance of 964.00 feet to a 5 rot point, THENCE along said center -line NORTH 22 DEGREES DO MINUTES Sl SECONDS WEST a distance of ,gyp`)' 1424.40 feet to a point, THENCE Northwesterly and continuing along said center -line being the arc of 2864.79 g feet radius curve to the Left ha ving a chord bearing and distance ofNORTH 46 DEGREES 26 MINUTES 56 CHENAL VALLEY ADDITION SECONDS WEST a distance of2370.08 feet to a point; THENCE along said center -line NORTH 70 DEGREES BLOCK 36 LOT 73 53 MINUTES 03 SECONDS WEST a distance of595.81 feet to a point, THENCE Westerly and Northerly along said center -line being the are of 1432.39 feet radius curve to the Right ha ving a chord hearing and distance of NORTH 31 DEGREES 06 MINUTES 40 SECONDS WEST a distance of 1832.74 feet to a point, THENCE along said center -line NORTH 08 DEGREES 39 MINUTES 43 SECONDS EAST a distance of580.23 feet to a point, THENCE along said center -line SOUTH 81 DEGREES 20 MINUTES 17 SECONDS EAST a distance of 100.00 feet to a point on the Easterly Right-of-way line of Chenal Parkway and to the POINT OFBEGINNING of the tract ofland herein described; THENCE Northeasterly along said right-of-way with a curve turning to the tight with an arc length of47.60 feet, with a radius of2764.79 feet, with a chord bearing ofNORTH 09 DEGREES 27 MINUTES 41 SECONDS EAST, with a chord length of47.60 feet to a point, THENCE continue along said right-of-way SOUTH 80 DEGREES 02 MINUTES 44 SECONDS EAST a dstance of20.00 feet to a point, THENCE Northeasterly continue along said right-of-way with a curve turning to the right with an arc length of221.27 feet with a radius of2744.79 feet, with a chord bearing ofNORTH 12 DEGREES 15 MINUTES SO SECONDS EAST, with a chord length o17221.21 feet to a point at the Southerly right-of-way of Chenal Valley Drvie, THENCE along said right-of-way NORTH 86 DEGREES SS MINUTES 40 SECONDS EAST a distance of 65.84 feet to a point, THENCE Northeasterly along said right-of-way with a curve turning to the left with an arc length of 218.87 feet, with a radius of 999.93 feet, with a chord bearing ofNORTH 88 DEGREES 21 MINUTES Sl SECONDS EAST, with a chord length of 41512 feet to a point, THENCE along said right-of-way NORTH 76 DEGREES 21 MINUTES 23 SECONDS EAST a distance of 130.41 feet to a point, THENCE along said right-of-way with a curve turning to the right with an arc length of 102.57 feet, with a radius of 909.93 feet with a chord bearing ofNORTH79 DEGREES 35 MINUTES 01 SECONDS EAST, with a chord length of 102.51 feet to a point, • THENCE Southeasterly along the future right-of-waywith a compound curve turning to the right with an are length of 37.45 feet, with a radius o1725 00 feet, with a chord bearing of SOUTH SS DEGREES 21 MINUTES 33 SECONDS EAST, with a chord length of 34.04 feet to a point; THENCE Southeasterly along said future right-of-way SOUTH 15 DEGREES 07 MINUTES 43 SECONDS EAST a distance of20.66 feet to a pout; THENCE Southeasterly along said future right-of-way with a curve tLming to the left with an are length of 110.08 feet, with a radius of 602.96 feet with a chord bearing of SOUTH20 DEGREES 19 MINUTES 00 SECONDS EAST eet to a out THENCE Southeasterlywith a chord length of 109.93 f along said future right-of-way SOUTH 25 DEGREES 31 MINUTES 54 SECONDS EAST a distance of 112.47 feet to a pout; THENCE Southeasterly along said future right-of-way with a curve turning to the right with an arc length of 56.44 feet, with a radius of 542.96 feet, with a chord bearing of SOUTH22 DEGREES 48 MINUTES 33 SECONDS EAST, with a chord lergth of56.41 feet to a point, THENCE leaving said future right -ow -way SOUTH 50 DEGREES 30 MINUTES 43 SECONDS WEST a distance of 123.09 feet to a pout on the Northeasterly line ofLot 36, Block 73, Chenal Valley Subdivision; THENCE along said Northeasterly line NORTH 21 DEGREES 00 MINUTES 07 SECONDS WEST a distance of3.07 feet to a point; THENCE along the Northerly line ofBlock 73 said Chenal Valley Subdivision SOUTH 50 DEGREES 28 MINUTES 13 SECONDS WEST a distance of 120 518.70 feet to a point being an angle pout ofBlock 73, THENCE continue along said Northerly line NORTH 81 DEGREES 25 MINUTES 25 SECONDS WEST a distance of 481.06 feet to a point on the Easterly right-of-way of Chenal Parkway and being Northwest corner of Tract G, THENCE along said Easterly fight -of -way NORTH 08 DEGREES 38 MINUTES 57 SECONDS EAST a distance of308.79 feet to the POINT OF BEGINNING. Said tract being 10.746 acres (468,112 square feet) more or less and being subject to any easements, rights-of-way, restriction of records, and restriction of records. T a N i� LO C 0- V Q 0(D ms W(z) C: 00�, _T �.NO O Qs U .. L �IF• D N 0s O }U 7,1 CL C3 C: 0- C:0 N 0 m._ CO vLJJ N U 0 0 L 0 J 0 0 O H f- +- cr) V 4�OI5TER��'' STATE OF ARKANSAS ,?M. 137 smnAross ' 9 �Jd fss; Acct r, �0 i • , • I • �l L 4�OI5TER��'' STATE OF ARKANSAS ,?M. 137 smnAross ' 9 �Jd fss; Acct