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HomeMy WebLinkAboutZ-9429 Map 2Northwest Corner, Tract '9', I Crystal Valley Glens o m zo 1 J I.-Rebar Found � A T O� I �CD I� (D �m o A ` . op-Rebar Found Iu, �o LEGEND: (F) - Found Set- #5 Rebar Set w/Cap P.O.B. - Point of Beginning Cap- E.S. 'Stan' Cunningham, Jr. PLS #1375 (x--x--x) - Fence Deed: East, 105' Measures: LO � S89°39'32"E, 108.14' T Rebar Set/Cap-,� -,, x Bld9- Irn Metal Q 1 Story x 82.3' ;I x I N Block Aw�1Rg ruing .8, Rebar Found It s SCALE A"-30' Q`" 0 30 so IGs'a�el x 0.87 Acres rn x Awning .J3 Conc. a' "cp7n ' 1 •?' 2 gjd9( � 2q. Frain 1� co N N a m X o not 1 Bldg' c Metal A gt°ry � LD 9 Gra\jel m 5, WaIK "� pk Na�1 halt Set Rebar Found LEGAL DESCRIPTION A part of Tract 9, Crystal Valley Glens Subdivision, Pulaski County, Arkansas, being more particularly described as follows: Beginning at the Southwest corner of Tract 9; thence run North 07 degrees 49 minutes West, 308 feet, more or less; thence run East 105 feet; thence run South 44 degrees 10 minutes East, 122 feet; thence run South 13 degrees 20 minutes East, 150.7 feet to a point on the North right of way of Highway # 5; thence run Southwesterly along said Highway # 5, 200 feet to the point of beginning. LESS AAND EXCEPT: Part of Tract 9, Crystal Valley Glens Subdivision to the City of Little Rock, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Starting at the Northeast corner of Lot 8, Turley's Replat of Tracts 5 and 6 of Crystal Valley Glens Subdivision to the City of Little Rock; thence South 03 degrees 47 minutes 18 seconds East along the East line thereof a distance of 288.44 feet to a point on the existing Northerly right of way line of State Highway 5; thence North 70 degrees 18 minutes 34 seconds East along said existing right of way line a distance of 380.00 feet to a point on the West line of Tract 9, Crystal Valley Glens Subdivision to the City of Little Rock for the Point of Beginning; thence North 06 degrees 29 minutes 11 seconds West along said. West line a distance of 79.08 feet to a point on the proposed Northerly right of way line of said State Highway 5; thence North 70 degrees 18 minutes 34 seconds East along said proposed right of way line a distance of 7.29 feet to a point; thence South 19 degrees 41 minutes 26 seconds East along said proposed right of way line a distance of 30.00 feet to a point, thence North 70 degrees 18 minutes 34 seconds East along said proposed right of way line a distance of 134.55 feet to a point; thence North 66 degrees 55 minutes 27 seconds East along said proposed right of way line a distance of 45.92 feet to a point; thence South 12 degrees 56 minutes 15 seconds East a distance of 48.96 feet to a point on the existing Northerly right of way line of said State Highway 5; thence in a Southwesterly direction along said existing right of way line on a curve to the right having a radius of 864.70 feet, a distance of 43.14 feet to a point; thence South 70 degrees 18 minutes 34 seconds West along said existing right of way line a distance of 156.86 feet to the point of beginning. w Notes: wa 1. This Survey was based on the following: 03 n an (a) Monuments found in the field mri (b) Deed provided m O to Previous survey by Brooks Surveying for Don Hurn dated 12/8/97 ro o (d) Plat of Crystal Valley Glens Subdivision .n m (e) AHTD ROW Maps Job Number 060446-AR State Highway 5 Right of Way � 2. Basis of Bearings - North American Datum of 1983, (NAD-83) Arkansas North Zone (0301) Grid North 3' 0 3. This property is subject to all roadways, easements and reservations that are of record or physically in place. o pSPhalt 4. This property is subject to any and all rules and Regulations City or Count that may apply. 1 Set S. No easements recorded or unrecorded were noted at this time except those mentioned. ro �ya1 6. This survey was completed without the use and benefits of a complete and accurate title search. P j 7. Declaration is made to original purchaser of the survey it is not transferable to additional institutions or subsequent owners. Deed: k5P 55 / .1 N70 ° Measures: 7.29' ` , Reb r Set/Cap gA"E' 1BA ( rC P �j t Oeeq S70 °40'03°W, 7.29' ��D°eaSUcea- A.55, e Rebar Set/Cap Deed Ap, GB"W' ,ga�Jf a. 1p 3� 3 6^ 5 Deed: -'- g10 alK a S19°41'26"E, 30.00' W A°a #j °Oro qe 96. N19 °19e57uW, 30e 0Or Set/,Cap Cl 55 ate H 9h�ay Oeed O�� O" C Oee 2p . PP t�° aye .-' a A�^t' ° W ,- a(Ii e tosoot o N �Pi9rtW'-156`a56.g6 (AS 'Heasof 86 9 She' y, 3 W 1' �, e t 1 ,SI 5th 2G �OWy peP tecly 2 ywY OQp S qs• 1q. 0?ea5�fes- Pec B°vthwe5 t•) u - ' ee6 Lo Lo Q 0 0 0 \ Southwest Corner, co m Tract '9', Prepared BV: Cunningham Surveying, LLC E.S. 'Stan' Cunningham, Jr. 2105 Lorance Drive Little Rock, AR 72206 501-888-2535 501-993-1589 crystal valley Glens This is to certify that the above described land has been surveyed. The corners are as marked as shown and are in accordance with existing monuments in the vicinity. This certification is for and limited to the parties shown hereon. aR\ty1f 1((t��ltaratr/'ejejes �1l\GUun1 n'ii lif �' o if' ' CU&MNGf9ANi a >( WANSAS ` S2�N,,"i r� iwu'w'C< LC Y+ SPiAACfP,F y a ,..No. 2432 � �li�j�'(y,�••�' "ryJ'�/'7/Ji�kA'�i,Slti+StUl\i �s..ra... UTIY \I•+'^ 'eiee/ A r }.[�(`{�{R%+��i PROPERTY SURVEY USE AND BENEFIT: Danny L. Harris Date: June 7, 2019 Scale: 1" =30' Address: 8122 Stagecoach Road, Little Rock, AR 72210 k e k