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HomeMy WebLinkAboutZ-8100 Map 1N If 0 100' 200' SCALE 1" = 100' • Found Monument o Set No. 4 Rebar -AM Overhead Power Line © Power Pole C( Fire Hydrant 0 Water Meter CAN CATV Box TP Telephone Pedistal o Sanitary Sewer Manhole Found 1" Cap in Conc Mor N86°52.37 Found 1/2" Rebar N76°71o3a46J �1g196 R i @@ "" E: 3� O (�°19 �cB�FF��'"P� e :Pi eter planting strips 30' interstate 1556 U 0 N 3p �PNO:S aUEF'^' ��� i it io IqWscape 8% vehicle 15.96 e 1y w� tl�D°19 v n5/ ,!21 N 3i W m y9' / �' I M m °191 P Ilk IAI 4. ° Vii./ / „cg' c� G� �.0 �,`a0 X � i °�b�a �y�*A4q:G�xiQ�, Q a+•�J I NOTE: No abstract of title, nor title commitment, or results of a title search were furnished to `o ;� the surveyor. All documents of record reviewed are noted hereon. There may exist other `�\,�y PG c I documents of record that may effect this survey. NOTE: There is indication there may be underground utilities in this area. No attempt has been m made to obtain or show data concerning existence, size, depth, condition, capacity or location of roti I o o i any utility existing on the site, whether private, municipal or public owned. All of Cloverdale Drain is in the floodway Itound �Found Part of this area is in zone AE and IS IN the 100 year flood zone per Community -Panel ea d from LRWWU m s --- 5� 33-12' E-- _-_- __ _ ,BUFFER 6%Lot ANrago�31 W Depth 666 27 Yard1� _ _ "!Cap in r�� 1"Cap in No. 050181 0111 F effective date of October 19, 2001. - --- - one --_ rav�D"nve QOM � --- -- - - - ---- ------ --- one on. C Mon. 5 F46 9� S89°39'E 226.2' F 43.42' CLOVERDALE DRAIN Top Bank Cloverdale Drain -tary Seaver There are no Improvements _ _ _ _ __ o visible encroachments noted. �— — — - - 800° 30' „ Top nk�5o�dafe Drat SS � — 48.61' For use and Benefit of: J. A. Riggs Jr. Trust Address of Property: Interstate 30, Little Rock, AR est Corner Date of Survey: June 9, 2006 Southw SE1/4 NW1/4 SWtl4 NE1/4 Chain Link Fence on �Scale: 1" = 100' O� Section 36 Section 36, Concrete Retaining Wall hat the OP��yJ00\ tyPulaski tThis' certify described bsurveyed nf45PulaskiCoun, AR Cony, AR with located anaccepted monuments nhe area. Thscertifcat limited to the parties shown hereon. 50� 0O\ LEGAL DESCRIPTIONS: �Po 0-11 TRACT 1: Partof the SW1/4 NEIA Section 36, T -1-N, R -13-W, Pulaski County, �Y Arkansas lying South of Interstate 30 and North of the Cloverdale Drain more particularly described as: Commencing at the Southwest corner of said SW1/4 NE1/4 thence N00° 29'W along the West line of said SWIA NEI/4 43.42' to the Northwest comer of a tract conveyed to the City of Little Rock by Instrument 93-54235 for the Point of Beginning; thence continue N00°29'W along said West line 394.98' to the South right of way of Interstate 30; thence N70° WE along said right of way 150.03'to a found right of way marker; thence continue N70019'E along said Unless specifically stated or shown, survey does not locate or delineate: right of way 197.96' to a found right of way marker at the point of curvature of a Building setbacks 1450.4' radius curve to the right; thence along said curve on a chord bearing of N760 47'E with a chord length of 346.03'to a found 1/2" rebar; thence S00030'E Zoning Regulations or Restrictions, 595.15' to a concrete monument marking the Northeast corner of a tract conveyed or other items which may affect development, though they may exist. to the City of Little Rock by Instrument 93-54325; thence N890 43'W along the North No statement is made concerning subsurface conditions or the line of said tract 666.27' to the Point of Beginning. Containing 7.82 Acres, ±. existence of underground utiltiy lines or their appurtenances. Subject to an easement for a CAN along the Interstate 30 right of way and an Wh PROPOSED REZONING J A RIGGS, JR. TRUST INTERSTATE 30 LITTLE ROCK, ARKANSAS August 1, 2006 PART NW1/4 NE1/4 PART SE1/4 NW1/4 SECTION 36, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS June 9, 2006 easement for agravel drive and a sanitary sewer along the South line. TRACT2: Partof the SE1/4 NW114 Section 36, T -1-N, R -13-W, Pulaski County, Arkansas long South of Interstate 30 and East of the Railroad more particularly described as: Commencing at the Southeast corner of said SE1/4 NW1/4 thence N00° 29'W along the East line of said SE1/4 NW1/4 43.42' to the Northeast corner of a trad conveyed to the City of Little Rock by Instrument 93-54234 for the Point of Beginning, thence continue N00029'W along said East line 394.98' to the South rightof way of Interstate 30; thence along said right of way the following S700 19'17"W396.29` thence S570 07'28"W 66.42'; thence S34050'31"W 278.59` thence S50 057'12"W 116.03'; thence leaving said right of way East 60.17'; thence N8505455" E 346.92" thence N8903312" E 134.12' to the Point of Beginning. Containing 3.OAcres, ±. Subject to an easement for a CAN along the Interstate 30 right of way a drainage easement along the South and West line and an ``O iM I IA////// easement for a gravel drive and a sanitary sewer along the South line. y LAHA ENGINEERS INC. LANA = A 6602 Baseline Road Suite E ENGINCERS z P. 0. BOX 190251 Little Rock, Arkansas 72219 #727 501-565-7384 Fax 501-562-5467 500 01 N 13W 00 36 140 60 0284 n1 t1 "lo o\\ e-mail: ►ahaengrls@sbcglobal.net 50001N13W0036d20600284 CTI