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HomeMy WebLinkAboutZ-5773-B Map 3100.00' (m S 81'20'17• ) 100.00• (d)E U FMND S 80'2,3'19- 2o.00. E S Oh^ 80.0d m c442 W• ON. 6, U? 1 W (D U-) z ��V•QNO 2 �p POB Asphalt (m1 al 4 Vu ADDITION iPACFG OF AUTho� CERTIFICATION: 1, JAMES S. AUNSPAUGH, PLS x`1374, HEREBY CERTIFY THAT THIS GLOBAL SURVEYING _ - = BOUNDARY SURVEY CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY UJ i CONSULTANTS, INC. c p NO. 1457 z ' DIRECT SUPERVISION AND THAT THE IMPROVEMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN. NO INDEPENDENT VEY�gNSA S-SOR�� o`` OTHER RESTRICTIONS OF RCH WAS MADE BY THE RECORD THAT AN ACCURATERDING ETITLETSSEARCHT MIGHT S OFWAY OR ..,•„ DISCLOSE. DRIVE Asphalt � CHENA`VA�LEY -_�-�- �- Asphalt (CHORD) N 88'08'33" E 416.00 (d) - - 65.84' (►n�- N 6'55'40 E - - - 67.31' (d� N 89.08'46 E A418. 87' Heavily Wooded NV N 480, 1 p) '4vN /h0) 00 i 1.06'( N h O :! Heavily Wooded I - <rr i 411- 09 C�WW N ^ 3 . m S 81'135g" Q� v - SUBJECT PROPERTY AREA IHeavily Wooded 468,112 SQ. FT. z z 10.746 ACRES +/- Heavily Wooded Memorial Fountain © Heavily Wooded Lower LevKl -alive Wood Post(typ) FFE=640.5 ® Higher Level FFE=641.2' Heavily Wooded Heavily Wooded F sok. wase 9 2_StWY-stweo L- SS � rap Heavily Wooded .. RM -857.e', 0 Asphalt I--- Asphalt Asphalt i` Asphalt E (d&p) A; Asphalt Asphalt CHENAL VALLEY ADDITION BLOCK 36 LOT 69 FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO315G. DATED JULY 6. 2015. COMMUNITY LITTLE ROCK CITY OF; NUMBER 0501181; PANE 0315; SUFFIX G INDICATES THAT THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 'FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING. Asphalt WY d S,,N, Asphalt Heavily Wooded Heavily Wooded Heavily Wooded ollill p' 4 a Heavily WoodedIt T' u a c a° a° Heavily Wooded ^ Asphalt ^ Asphalt � __._.......-. A1pp9 480, 1 p) NOTE 1.06'( :.' oiataawExr�-� OF SUBDIVISION UNES N 8 m CJ µl (SEE xolE ga) CHENAL VALLEY 411- 09 ADDITION BLOCK 36 LOT 68 m S 81'135g" (PLAT BOOK "G" E 480.14' (tl1 S PAGE 40) 81'22'26"/) E (d&p) A; Asphalt Asphalt CHENAL VALLEY ADDITION BLOCK 36 LOT 69 FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO315G. DATED JULY 6. 2015. COMMUNITY LITTLE ROCK CITY OF; NUMBER 0501181; PANE 0315; SUFFIX G INDICATES THAT THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 'FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING. Asphalt WY d S,,N, Asphalt Heavily Wooded Heavily Wooded Heavily Wooded ollill p' 4 a Heavily WoodedIt T' u a c a° a° Heavily Wooded ^ Asphalt ^ Asphalt � __._.......-. A1pp9 UTILITY CONTACTS: 'g3 D6 .27 30„ D 49 os 01 �, ELECTRIC: o Go PROPERTY LINE © WATER: CENTRAL ARKANSAS WATER ENTERGY BERNARD NEUMEIR SEWER: OHU- OHU OVERHEAD UTILTIIES DANIEL TULL #9 ENTERGY COURT LITTLE ROCK WASTEWATER 221 E. CAPITOL AVE. LITTLE ROCK, AR 72203 LITTLE ROCK, AR 72212 VINCE HOTHO ON �Np a `.. N n •UP (.r: ' S Cry pp S1 p� 9' 0a', \ 6 �_ 501-377-1245 501-620-5754 11 CLEARWATER DRIVE GAS LINE LITTLE ROCK, AR 72204 .• -W 501-223-1509 0 TELEPHONE: CENTERPOINT ENERGY ?. -SS ATT BRANDON ZINXER GUY ANCHOR LYNDA PALMER 401 W. CAPITOL SUITE 600 _...._._- TREE/HEAVY VEGETATION LINE ® CLEAN OUT 1111 W CAPITOL, RM 941 UTTLE ROCK, AR 72201 (m) MEASURED IN THE FIELD LITTLE ROCK, AR 72201 '501-377-4930 % �. 0 N <Ta lila S 501-373-5255 E (d&p) A; Asphalt Asphalt CHENAL VALLEY ADDITION BLOCK 36 LOT 69 FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO315G. DATED JULY 6. 2015. COMMUNITY LITTLE ROCK CITY OF; NUMBER 0501181; PANE 0315; SUFFIX G INDICATES THAT THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 'FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING. Asphalt WY d S,,N, Asphalt Heavily Wooded Heavily Wooded Heavily Wooded ollill p' 4 a Heavily WoodedIt T' u a c a° a° Heavily Wooded ^ Asphalt ^ Asphalt � __._.......-. A1pp9 A3>� �J tp R25 . N 0 v 'g3 D6 .27 30„ D 49 os 01 �, o Go PROPERTY LINE © METER POLE ~� 'r • twits i>••d OHU- OHU OVERHEAD UTILTIIES \ � J TELEPHONE PEDESTAL 0 -)3 o. C3 N. ,6 \ Heavily Wooded ON �Np a `.. N n •UP (.r: ' S Cry pp S1 p� 9' 0a', \ 6 �_ SEWER MANHOLE N� r Op OJ 00A, J Z-�f Heavily Wooded Heavily Wooded Heavily Wooded 0- Asphalt ASPHALT HATCH LEGEND Chenal Valley r 'Project, Location VICINITY\ MAP - N. T. S. 1. THE UNDERGROUND UnUTIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UnUTIES 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 AVAILABLE AND A THOROUGH SEARCH OF THE PREMISES. DEPTH AND HEIGHT OF LINES 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. A �. J LEGEND i PROPERTY LINE © METER POLE ~� 'r � OHU- OHU OVERHEAD UTILTIIES a TELEPHONE PEDESTAL Q C3 OHE OHE OVERHEAD ELECTRIC ® SEWER MANHOLE 00A, --rrs-�-�- GAS LINE FIRE HYDRANT 1 .• -W W w - WATER LINE 0 SIGN/SIGN POST to ?. -SS -ss S5 - SANITARY SEWER UNE E- GUY ANCHOR `,. ........ _................_......._............._.._. _...._._- TREE/HEAVY VEGETATION LINE ® CLEAN OUT m'Q Ln N (m) MEASURED IN THE FIELD MQ POWER POLE w/TRANSFORMER % �. 0 N <Ta lila S (d) INST. 90-64821 'G-, -0- POWER POLE O� 6th L (p) INST. 2001021966 (PLAT BK BK 40) EOM END OF MARKINGS O Y pQr��� S ° L ELECTRIC PANEL MAT. MATERIAL �' '• t` J (,t OR SHOWN FOR DIRECTION ONLY CPS COTTON PICKER SPINDLE r--61= s0, (UNE CONTINUES) C.I. CURB INLET - �• 7 � & CALCULATED POINT nts NOT TO SCALE 1 - I SET 1/2" REBAR w/CAP (UNLESS NOTED) D.I. DUCTILE IRON !9 _ Q FND 1/2' REBAR (UNLESS NOTED) E.M. REF. ELECTRIC METER REFERENCE ® WATER METER LIGE UNDERGROUND ELECTRIC - WV OHE OVERHEAD ELECTRIC " WATER VALVE (UNLESS NOTED) tYP TMPD L PLA ❑o PLASTIC GAS METER IP W INTERMEDIATE PRESSURE WELDED `�, i [I -LIGHT ON POLE (s) PER ZONING( LIGHT POLE NT Symbols May Not Appear On Drawing. Use As Applicable. - ya ZO�F U .... uNTs �'-Heavily Wooded ve+ )SUBJECTPROPERTYDESCRIPTION (AS SURVEYED) V+A tract of land located in Section 23 and 26, Township 2 North, Range 14 West, Pulaski County, Arkansas, being more particularly described as follows: AsphaltAsphalt Commencingatthe centerofSection 36, Township2North, Range 14 West; THENCE along North-South center -line ofsaidSection 36 SOUTH 00DEGREES 47MINUTES 43 SECONDS WEST a distance of 1021.6 feettoa point in the center -line ofChena! Parkway; THENCE Northwesterly along said center -line being the arc Heavily Woodedofa 2864.79 feet radius curve to the Lefthaving a chord bearing and distance of NORTH 22 DEGREES 53 MINUTES 45SECONDS WESTa distance of 873.62feet to apoint,THENCE along said center -line NORTH31 DEGREES 39 MINUTES 56 SECONDS WEST a distance of2164.01 feet to a point, THENCE Northwesterly ��and continuing along said center -line being the arc of 5729.58 feet radius curve to the Right having a chord / yob, o� 6�•• bearing and distance ofNORTH 26 DEGREES 50 MINUTES 25 SECONDS WEST a distance of 964.00 feet to a 5 6� '� point, THENCE along said center -line NORTH 22 DEGREES 00 MINUTES 51 SECONDS WEST a distance of 1424.40 feet to a point. THENCENorthwesterly and continuing along said center -line being the arc of 2864.79 Heavily Wooded C feet radius curve to the Left having a chord bearing and distance ofNORTH 46 DEGREES 26MINUTES 56 CHEM VALLEY ADDITION SECONDS WEST a distance of,370.08 feet to a point; THENCE along said center -line NORTH 70 DEGREES BLL VALLEY 36 LOT 73 53 MINUTES 03 SECONDS WEST a distance of 595.81 feet to a point, THENCE Westerly and Northerly along LQ11D R� NPND AP said center -line being the arc ofa 1432.39 feet radius curve to the Right having a chord beating and distance of '� "��° NORTH 31 DEGREES 06 MINUTES 40 SECONDS WEST a distance of 1832.74 feet to a point; THENCE �O:�0,15 lit --- h . �. / along said center -line NORTH Of DEGREES 39 MINUTES 43 SECONDS EAST a distance of580.23 feet to a - - - 0Nyd point; THENCE along said center -line SOUTH 81 DEGREES 20 MINUTES 17 SECONDS EAST a distance of Heavily Wooded / 100.00 feet to a point on the Easterly Right-of-way line of Chenal Parkway and to the POINT OF BEGINNING of the tract of land herein describ d; THENCE Northeasterly along said right-of-way with a curve taming to the nght with an are length of 47.60 feet, with a radius of2764.79 feet, with a chord bearing ofNOR TH 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 astance of20.00 feet to a point; THENCE Northeasterly continue along said :RENAL VALLEY ADDITION right-of-way with a curve turning to the right with an arc length of221.27 fet4 with a radius of2744.79 feet, with a chord bearing ofNORTH 12 - / BLOCK 36 LOT 72 PLAT BOOK "G", PAGE 40) DEGREES 15 MINUTES 50 SECONDS EAST, with a chord length of221.11 feet to a point at the Southerlyright-of-way of Chenal Valley Drvie; Heavily Wooded / THENCE along said right-of-way NORTH 86 DEGREES 55 MINUTES 40 )ECONDS EAST a distance of 65.84 feet to a point, THENCE Northeasterly along said right-of-way with a curve tuming to the left with an arc length of 18.87 feet, with a radius of999.93 feet, with a chord bearing of NORTH 88 DEGREES 21 MINUTES 51 SECONDS EAST, with a chord length of 415.o2 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, THEME 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 of NOR T7179 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 arc length of37.45 feet, with a radius of25.00 feet, with a chord bearing of SOUTH 55 DEGREES 23 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 point, THENCE Southeasterly along said future right-of-way with a curve tuning to the left with an are length of 110.08 feet; with a radius of 602.96 feet; / with a chord bearing ofSOUTH2O DEGREES 19 MINUTES 00 SECONDS EAST, with a chord length of 109.93 feet to a point, THENCE Southeasterly ° along said future right-of-way SOUTH 25 DEGREES 31 MINUTES 54 SECONDS EAST a distance of 112.47 feet to a point, THENCE Southeasterly CHEADDDDALLEY ITION o o along said future right-of-way with a curve turning to the right with an arc length of 56.44 feet, with a radius of542.96 feet, with a chord bearing of BLOCK 36 LOT 71 a ; SOUTH22 DEGREES 48 MINUTES 33 SECONDS EAST, with a chord length of56.41 feet to a point, THENCE leaving said future right -ow -way NOTE: m Z NOTE Y OCR a n SOUTH 50 DEGREES 30 MINUTES 43 SECONDS WEST a distance of 123.09 feet to a point on the Northeasterly line ofLot 36, Block 73, Chenal • 6 (sTa NOTE µ) COF SUIVISION LMS g Valley Subdivision; THENCE along said Northeasterly line NORTH 21 DESREES 00 MINUTES 07 SECONDS WEST a distance of3.07 feet to a point, ISM NOM H) • OO CHENAL VALLEY ADDITION BLOCK 36 LOT 70 C 0 THENCE along the Northerly line of Block 73 said Chenal Valley Subdivision SOUTH 50 DEGREES 28 MINUTES 13 SECONDS WEST a distance of 40 0 40 80 120 518.70 feet to a point being an angle point of Block 73; 771E VCE 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 ofClenal Parkway and being Northwest corner of Tract G; THENCE along said Easterly right-of-way NORTH 08 DEGREES 38 MINUTES 57 SECONDS EAST a distance of 308.79 feet to the POINT OF BEGINNING. Scale 1" = 40' Said tract being 10.746 acres (468,112 square feet) more or less and being sabject to any easements, rights-of-way, restriction ofrecords, and restriction of records. STATE SURVEYORS CODE: 500 -02N -14W-0-23/26-000-60-1374 A �r. us• s.♦ .nsprr i F •fYu��:: N i 0 � �- a � C3 Q C3 • 06 00A, 'OO 1 .• O L Qs U U • L- � to Os 0 ES 2:- }U a) 0 N O m'Q O m -OL U U N % Q1 1 � J O� ti- L- _0 U 4�GI STER��'', STATE OF ARKANSAS NO. 1374 =a SIGN,rusx AQ �O'sl��ys AUS LOMdo. �r. us• s.♦ .nsprr i F •fYu��:: • 1 .• 1 r • • 1 • • • �I L 4�GI STER��'', STATE OF ARKANSAS NO. 1374 =a SIGN,rusx AQ �O'sl��ys AUS LOMdo.