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HomeMy WebLinkAboutZ-5773-B Map 1Asphalt 2�4p 0 100.00' (m S 81 *20' 17IF 100.00' 81.22'2(3" ra L), Y a Z W U S 80-23'19- 20.00s p.23'1g- E 7POB 28(r.44 FOUND N NY I C,V 3 GO O N^�. =Li C-) C v M O (V^. NB an �O r I .= N Z2r1 Asphalt OF AUTyO,Q :4� GLOBAL SURVEYING : - W ;CONSULTANTS, INC.; p 9 NO. 1457 `; S-SURJ��p 65.84' (m) 67.31 (d) N 89.08'46' E Heavily Wooded CERTIFICATION: 1, JAMES S. AUNSPAUGH, PLS x`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 468,112 SQ. FT. +/- 10.746 ACRES +/- E Heavily Wooded M. ep.- Id0.1F' r- SS -� e' Asphalt � do°o o��ol 5 e J\\ ytio� ego LHis Asphalt Asphalt I CNS -- Asphalt (CHORD) N 88'08 33 E 416.00 (d)Is Heavily Wooded I Memorial Fountain © Heavily Wooded Lower Levql >mtive Wood Post(typ) FFE=640.5 ® Higher Level FFE=641.2' .. Heavily WoodedAt ypn of I ���qFe,, 45.2' o0d $qe 2-S O,-SWem 900 CMnd Par we, FFE-sa3.Y FFr-�852•e., Heavily Wooded a1ENAL VALLEY ADOnTON 448 NOTE: -�__ TRN�G :n 24' FNIRMLNN UN GF SU90MSION LING (�) �_ 1 G • M J _LU PROPERTY LINE © ADDITION 480.09 Mi 2 v^ 48 0.14' M S 81, (d) 22'26„ N 60 221 E. CAPITOL AVE. M p VINCE HOTHO z 501-620-5754 FOUND N NY I C,V 3 GO O N^�. =Li C-) C v M O (V^. NB an �O r I .= N Z2r1 Asphalt OF AUTyO,Q :4� GLOBAL SURVEYING : - W ;CONSULTANTS, INC.; p 9 NO. 1457 `; S-SURJ��p 65.84' (m) 67.31 (d) N 89.08'46' E Heavily Wooded CERTIFICATION: 1, JAMES S. AUNSPAUGH, PLS x`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 468,112 SQ. FT. +/- 10.746 ACRES +/- E Heavily Wooded M. ep.- Id0.1F' r- SS -� e' Asphalt � do°o o��ol 5 e J\\ ytio� ego LHis Asphalt Asphalt I CNS -- Asphalt (CHORD) N 88'08 33 E 416.00 (d)Is Heavily Wooded I Memorial Fountain © Heavily Wooded Lower Levql >mtive Wood Post(typ) FFE=640.5 ® Higher Level FFE=641.2' .. Heavily WoodedAt ypn of I ���qFe,, 45.2' o0d $qe 2-S O,-SWem 900 CMnd Par we, FFE-sa3.Y FFr-�852•e., Heavily Wooded a1ENAL VALLEY ADOnTON 448 NOTE: -�__ TRN�G r 06 24' FNIRMLNN UN GF SU90MSION LING (�) �_ 1 G • M J (SEE �� N) CHENAL VALLEY PROPERTY LINE © ADDITION 480.09 68 BLLOa( 36 OTG T11 7' 13'56 (PLAT BOOK 48 0.14' PAGE 40) S 81, (d) 22'26„ r - of 102.57 feet, with a radius of 909.93 feet, with a chord bearing ofNORTH 79 DEGREES 35 MINUTES Ol SECONDS EAST, with a chord length of z LEGEND UTILITY CONTACTS: with a radius of25.00 feet, with a chord bearing of SOUTH 55 DEGREES 28 MINUTES 33 SECONDS EAST, with a chord length of34.04 feet to a point, THENCE Southeasterly along said future right-of-way SOUTH IS DEGREES 07MINUTES 43 SECONDS EAST a distance of 20.66 feet to a E_ECTRIC: PROPERTY LINE © WATER: E'JTERGY ° CENTRAL ARKANSAS WATER BERNARD NEUMEIR SEWER: DANIEL TULL #9 ENTERGY COURT LITTLE WASTEWATER 221 E. CAPITOL AVE. LITTLE ROCK, AR 72212 VINCE HOTHO LITTLE ROCK, AR 72203 501-620-5754 11 CLEARWATER DRIVE 501-377-1245 �� LITTLE ROCK, AR 72204 GAS LINE G_4S: 501-223-1509 TELEPHONE: CENTERPOINT ENERGY ATT BRANDON ZINY,ER n LYNDA PALMER 4J1 W. CAPITOL SUITE 600 t 1111 W. CAPITOL, RM 941 LITTLE ROCK, AR 72201 - SS SS - SANITARY SEWER LINE LITTLE ROCK, AR 72201 5;)1-377-49 0 z 501-373-5255 (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. 05119C0315G. DATED JULY 6. 2015, COMMUNITY LITTLE ROCK CITY OF; NUMBER 0501181; PANEL 0315; SUFFIX G INDICATES THAT THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE Z( (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. *FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING. Asphalt stoA, It 5104 Heavily Wooded Heavily Heavily Wooded Asphalt 01 C) M^" ESiOEWPLK N CHORD •� i 3 AS; 8g, 07 R�283�,J A1p2'..g3..... R25 u to o (P, o................ R '30 (ASDEWPtµ •G, 1r e d 06• 2-7' Off• 4� °S+ O* � N N 1 1 E w N7608 1,.. �3 Wap U) ! \ -Y ON` �6 Heavily WoodedoN toQ':, O, r N Heavily Wooded C) O N W4.0''.to O 0� O O� v sGo Heavily Wooded , Heavily Wooded AsphalA Heavily Wooded Heavily Wooded Asphalt Asphalt 1 Heavily Wooded 5rD /ja �NI,J Heavily Wooded N w �tiyo" NOTE. $ 3 I CRO ENCROACNNENI O J F CHLINES I (SEE NOTE /4) Asphalt �G G Z� 0 IN r' s s F] ASPHALT HATCH LEGEND v s /, n Deauville Cir 11''Projeet 'Location, a o v <. 9 ' a 0 VICINIT AP - N. T. S. GENERAL NOTES: 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES 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 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 UNITED 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. �� ✓ of 102.57 feet, with a radius of 909.93 feet, with a chord bearing ofNORTH 79 DEGREES 35 MINUTES Ol SECONDS EAST, with a chord length of z LEGEND \ with a radius of25.00 feet, with a chord bearing of SOUTH 55 DEGREES 28 MINUTES 33 SECONDS EAST, with a chord length of34.04 feet to a point, THENCE Southeasterly along said future right-of-way SOUTH IS DEGREES 07MINUTES 43 SECONDS EAST a distance of 20.66 feet to a �U PROPERTY LINE © METER POLE with a chord bearing of SOUTH 20 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 SOUTH25 DEGREES 31 MINUTES S4 SECONDS EAST a distance of 112.47 feet to a point; THENCE Southeasterly OHU OHU- OVERHEAD UTILITIES along said future right-of-way with a curve turning to the right with an are length of 5644 feet; with a radius of542.96feet, with a chord bearing of TELEPHONE PEDESTAL SOUTH22 DEGREES 48 MINUTES 33 SECONDS EAST, with a chord length of 56.41 feet to a point; THENCE leaving said future right -ow -way P� SOUTH SO DEGREES 30 MINUTES 43 SECONDS WEST a distance of 123.09 feet to a point on the Northeasterly line of Lot 36, Block 73, Chenal C OHE OHE- OVERHEAD ELECTRIC m SEWER MANHOLE 40 0 40 80 120 •518.70 feet to a point being an angle point ofBlock 73, THENCE continue along said Northerly line NORTH 81 DEGREES 25 MINUTES 25 SECONDS �� -w-w-w-res- GAS LINE FIRE HYDRANT Scale 1 " = 401 r -W -W -W - WATER LINE n SIGN/SIGN POST = t o - S5 - SS SS - SANITARY SEWER LINE E-- GUY ANCHOR z '. SHEET NO. ..................................................................... TREE/HEAVY VEGETATION LINE ® CLEAN OUT O w o WEL (m) MEASURED IN THE FIELD C-0� POWER POLE w/TRANSFORMER (>n � o,% -3 C -)Z ova (d) INST. 90-64821 'G', O POWER POLE �} *�' ,��� (p) INST. 2001021966 (PLAT SK SK 40) EOM END OF MARKINGS W O A Y �• •! L, fiTfl ELECTRIC PANEL MAT. CPS MATERIAL COTTON PICKER SPINDLE Of Q O X07,-"'� } OR r) SHOWN FOR DIRECTION ONLY t, tPN • SLA% (UNE CONTINUES) C.I. CURB INLET Cr( J� CALCULATED POINT pts NOT TO SCALE '•. jY)Y�' SET 1/2* REBAR w/CAP (UNLESS NOTED) D.I. DUCTILE IRON w Q FND 1/2' REBAR (UNLESS NOTED) E.M. ELECTRIC METER REF. REFERENCE 0 ® WATER METER LIGE UNDERGROUND ELECTRIC ' WV WATER VALVE (UNLESS NOTED) OHE OVERHEAD ELECTRIC n LSI fyp TYPICAL Ill PLA PLASTIC IP INTERMEDIATE PRESSURE �t o� GAS METER W WELDED Ilk ❑- LIGHT ON POLE (s) PER ZONING ( LIGHT POLE o NI Symbols May Not Appear On Drawing. Use As Applicable. c SUBJECT PROPERTY DESCRIPTION (AS SUR VEYED) oc� l oa A tract ofland located in Section 23 and 26, Township 2 North, Range 14 West, Pulaski County, Arkansas, being ss more particularly described as follows: (L t 7J \ 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 ' ? Heavily Wooded 4, feet to a point in the center -line of Chenal Parkway THENCE Northwesterly along said center -line being the arc .,;ir �-' � of 2864.79 feet radius curve to the Left having a chord bearing and distance ofNORTH22 DEGREES 53 1 MINUTES 45 SECONDS WEST a distance of 873.62 feet to a point; THENCE along said center -line NOR TH 31 L� Q1 DEGREES 39 MINUTES 56 SECONDS WEST a distance of2164.01 feet to a point; THENCE Northwesterly G.L °, 5 Lal `ate and continuing along said center -line being the arc ofa 5729.58 feet radius curve to the Right having a chord CJIOVe° k'INed a -y � / 6 �O 0 .. bearing and distance ofNORTH26DEGREES SO MINUTES 25 SECONDS WEST a distance of964.00 feet to a G eRN +e W R I k wA L( i `w /g r0tK � point, THENCE along said center -line NORTH 22 DEGREES 00 MINUTES Sl SECONDS WEST a distance of �lig gyp` 1424.40 feet to a point; THENCE Northwesterly and continuing along said center -line being the arc of 2864.79 Heavily Wooded 5 feet radius curve to the Left having a chord bearing and distance ofNOR TH 46 DEGREES 26 MINUTES 56 CHENAL VALLEY ADDITION SECONDS WEST a distance of2370.08 feet to a point- THENCE alongsaid center -line NORTH 70 DEGREES .. BLOCK 36 LOT 73 P ' 53 MINUTES 03 SECONDS WEST a distance of 595.81 feet to a point; THENCE Westerly and Northerly along .o LQ said centerline being the arc of 1432.39 feet radius curve to the Right having a chord bearing and distance of P(DNESAR� ouF �. o 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-Gne 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 a of the tract of land herein described, 0�k:) `g_ THENCE Northeasterly along said right-of-way with a curve turning to the right 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 of 47, 60 feet to a point; THENCE continue along said C` right-of-way SOUTH 80 DEGREES 02 MINUTES 44 SECONDS EAST a distance of 20.00 feet to a point; THENCE Northeasterly continue along said CHENAL VALLEY ADDITION ri ht-of-waywith a curve turnip to the right with an are len of221.27 feet, with a radius of2744.79 feet, with a chord bearing ofNORTH 12 BLOCK 36 LOT 72 g Y g g / (PLAT BOOK ••G••, PAGE 40) DEGREES 15 MINUTES SO SECONDS EAST, with a chord length of221.21 feet to a point at the Southerly right-of-way ofChenal Valley Drvie; THENCE along said right-of-way NOR TN > 86 DEGREES 55 MINUTES 40 SECONDS EAST a distance of 65.84 feet to a point; THENCE Northeasterly Heavily Wooded p along said right-of-way with a curve tummg to the left with an arc length of418.87 feet, with a radius of 999.93 feet, with a chord bearing of NORTH 88 ` DEGREES 21 MINUTES SI SECONDS EAST, with a chord length of 415..82 feet to a point; THENCE along said ri t of-wa NORTH 76 DEGREES 21 g P g �- Y RMND RE ANDCAP MINUTES 23 SECONDS EAST a distance of 130.41 feet to a point; THENCE along said right-of-way with a curve taming to the right with an arc length CHENAL VALLEY FourvD smem ADDITION ,n yE BLOCK 36 LOT 71 NOTE: NOTE: 33• UsNVS110 NEVI 35• ENCROACHMENT (S SU OTE 04) ONES OF SUBDMSION UNES (SEE NOTE /4) (SEE NOTE 14) CHENAL VALLEY ADDITION UTILITY BLOCK 36 LOT 70 STATE SURVEYORS CODE: GNU 48 HOURS BEFORE YOU DIG CALL: ARKANSAS ONE CALL (TOLL FREE) 1 -BOD -482-5998 PRIOR TO CONSTRUCTION FOR UNDERGROUND UTILITY LOCATION - -02N-14W- W Z of 102.57 feet, with a radius of 909.93 feet, with a chord bearing ofNORTH 79 DEGREES 35 MINUTES Ol SECONDS EAST, with a chord length of z 102.51 feet to a point; THENCE Southeasterly along the future right-of-way with a compound curve turning to the right with an are length of 37.45 feet; \ with a radius of25.00 feet, with a chord bearing of SOUTH 55 DEGREES 28 MINUTES 33 SECONDS EAST, with a chord length of34.04 feet to a point, THENCE Southeasterly along said future right-of-way SOUTH IS DEGREES 07MINUTES 43 SECONDS EAST a distance of 20.66 feet to a �U point, THENCE Southeasterly along said future right-of-way with a curve turning to the left with an arc length of 110.08 feet; with a radius of 602.96 feet; N with a chord bearing of SOUTH 20 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 SOUTH25 DEGREES 31 MINUTES S4 SECONDS EAST a distance of 112.47 feet to a point; THENCE Southeasterly ag along said future right-of-way with a curve turning to the right with an are length of 5644 feet; with a radius of542.96feet, with a chord bearing of e o SOUTH22 DEGREES 48 MINUTES 33 SECONDS EAST, with a chord length of 56.41 feet to a point; THENCE leaving said future right -ow -way P� SOUTH SO DEGREES 30 MINUTES 43 SECONDS WEST a distance of 123.09 feet to a point on the Northeasterly line of Lot 36, Block 73, Chenal C Valley Subdi vision; THENCE along said Northeasterly line NORTH 21 DEGREES 00 MINUTES 07 SECONDS WEST a distance of 3.07 feet to a point; m THENCE along the Northerly line of Block 73 said Chenal Valley Subdivision SOUTH50 DEGREES 28 MINUTES 13 SECONDS WEST a distance of 40 0 40 80 120 •518.70 feet to a point being an angle point 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 B. Easterly right-of-way NORTH O8 DEGREES 38 MINUTES 57 SECONDS EAST a distance of 308.79 feet to the POINT OF BEGINNING. Scale 1 " = 401 r 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 0 -0 C: Q records. /26-000-60-1374 = W Z w z W �U N � _ NO. 1374- O 00` _T c N_ z 0 3: C U w a- .. L L +- Z w �� RAC B. (n w r o 0 -0 C: Q 05/15U17 = PROJECT NO: o CO.Li o O z 3 SHEET NO. � O w o WEL OF 1 a (>n � C L_ 00 0---2: O o �} *�' o U o W Z U Of 0 0 w 0 a n Ill o �S w z W �U L � _ NO. 1374- O 00` _T c N_ z 0 3: C U w a- .. L L +- �S w z W �U N U �CD _ NO. 1374- O 00` _T c o z 0 3: VJ Qs U w a- .. L L +- N w �� RAC B. SURVEYED BY: DATE ISSUED: r o 0 -0 C: Q 05/15U17 CECKED BY: PROJECT NO: o CO.Li o m �W 1.6-3111.00 3 SHEET NO. � O w o WEL OF 1 a U- C L_ 00 0---2: O o �} *�' o U o o- 0 O U w W ' ' : STATE OF ARKANSAS '• _ NO. 1374- o p '7� elmTAauac 47' C ' x qv z '0 LAS 5 3: DRAWN BY: SCALE: RAC 1" = 40' SURVEYED BY: DATE ISSUED: RAC vi (See Cert.) 05/15U17 CECKED BY: PROJECT NO: o PRS JSA 1.6-3111.00 g SHEET NO. 1 OF 1 a