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Home My WebLink AboutS-1051 Application,. 0 AVIK WAr9&® MET& LITTLE ROCK IVMCIPAL WATER WORKS 17 February 1995 Mr. Pete Ardoin, President Capitol City Packaging, Inc. 7400 Enmar Drive Little Rock, AR 72209 RE: ACCESS BYWAY OF CLEARWATER DRIVE At their regular meeting on 10 February 1995, the Board of Commissioners, Little Rock Municipal Water Works, approved the request from Capitol City Packaging, Inc., for access to your property off Clearwater Drive. We are in the process of drafting an agreement for signatures. The basic terms will be our approval of your request to use Clearwater Drive and your agreement to share in the maintenance cost based on proportional use. LITTLE ROCK MUNICIPAL WATER WORKS C'�'� r ?T� C' Don C. Morrow Manager DCM:aw ')')I CAQ'r IAD"I"IT r,1rri.T/Tr --- - ---------- Area Zoning 1%: Ll ty Map S-1051 ARDION INDUSTRIAL SUBDIVISIO1 TR$ TIN ROW 22 1'.4w PD 12 CT 24.05 _ Item No. 2A H LOT 2 .. •e-.yn IL .ee-S• ` WATERWQRICS ' PRIVATE STREET- � ACCE`.`..... i. Preliminary Plat LOT 1 . 1 I 00JE5, i F- -,q4 TRS S-1051 ITEM NO. PD ARDION -N- cT INDUSTRIAL SUBDIVISION 2A BILL OF ASSURANCE KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, Peter Ardoin (herein referred to as "Grantor") is the owner of the following described property in Little Rock, Pulaski County, Arkansas: Part of the NW 1/4, SW 1/4 of Section 22, T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas, more particularly described as: Beginning at the NE corner of the said NW 1/4, SW 1/4 of said Section 22; thence S 00'02'44" W along the East line of said NW 1/4, SW 1/4 396.00'; thence S 89'14'34" W 486.12'; , thence N 00'01'10" W 396.00' to a point on the North line of said NW 1/4, SW 1/4; thence N 89'14'36" E along 'the North line of said NW 1/4, SW 1/4 486.57' to the Point of Beginning, containing 4.421 acres, more of less, together with a 60' easement for ingress and egress lying South of the subject property. AND WHEREAS, the Grantor desires to plat the above described property. NOW, THEREFORE, the Grantor has caused the said prop- erty to be surveyed by McGetrick Engineering, Inc., Engi- neers and Surveyors, and a plat made thereof, identified by the title "Ardoin Industrial Subdivision of part of the NW1/4, SW1/4 of Section 22, T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas." The plat bears the seals and signatures of Robert C. Lowe, Jr., Registered Professional Land Surveyor, and Patrick M. McGetrick, Registered Profes- sional Engineer, the signature of the Grantor, a Certificate of Approval by the Little Rock Planning Commission, and is filed for record in the office of the Circuit County Clerk of Pulaski County, Arkansas, as Plat # 1 The Lands embraced in the said plat shall be forever known as Ardoin Industrial Subdivision, and all conveyances of the said lots shall bear this description. The filing of the plat for record in the office of the Circuit County Clerk of Pulaski County shall constitute a complete and valid delivery of any easements and/or rights -of-way shown on the Plat. The Lots shown on this plat shall be used only for pur- poses allowed in an I-1 Industrial Zone according to the Zoning Ordinance of the City of Little Rock, Arkansas and all building codes of the City of Little Rock, Arkansas shall be applicable. IN WITNESS WHEREOF, the Grantor has affixed his/her signature this day of , 1995. PETER ARDOIN By Approved: Little Rock Planning Commission By: _ Date: 2 ACKNOWLEDGMENT STATE OF ARKANSAS) COUNTY OF PULASKI) BE IT REMEMBERED, that on this date came before me, a Notary Public, duly commissioned and acting for the State and County, aforesaid Peter Ardoin, and stated that as the Grantor in the foregoing Billof Assurance, had executed the same for the purposes set forth therein. My Commission Expires Notary Public 3 CITY OF LITTLE ROCK PUBLIC WORKS DEPART`IE\T - ENGL\EERD G CHECK LIST FOR PRELIIIr�ARY PLATS Name Type Plat Date Z BOUNDARY SURVEY REVIEW RE UIRED I 10N N/A (Not applicable for this application) OK (Shown information appears to comply with requirements) REQUIRED (Provide the required information, or the furnished information is not acceptable) N/A OK REQUIRED f Vicinity Map (1/2 mile Rad.) or larger if needed to properly locate site Name & address of owner of records & subdivider ✓ Name of subdivision Proposed type of subdivision Source of title deed book & page number ✓ Linear feet in streets ✓ Average size of lots & minimum lot size Number of lots ✓ Legal description giving acreage to nearest one -tenth of an acre Requests for variances & or waivers r✓ Scale 1"=50' for plats up to & including 10 acres 1"=100' for plats larger than 10 acres ✓" Easements - Existing (Note Type) Street names & width of R.O.W. Set back building lines Alleys (Show existing ROW width and pavement) �� Lot lines - All with approximate dimensions Date of survey North arro«• Adjacent subdivisions & names «ith plat book = & page Adjacent unplatted land, owners' names —•� Boundary line with dimensions & bearings �/' Sufficient curve data Checklist - Preliminary Plat Page 3 ✓ Record bearinia & distances on common boundary lines Location & description of monuments - show size & type of material Location of all P AGIS monuments Certificate of preliminary surveying & engineering accuracy 1� Zoning classification within & abutting plat Municipal boundaries that pass through or abut the subdivision CONI1I-E TS: Checklist - Preliminary Plat Paoe 3 CIVIL E'�GII EERING N/A OK REQUIRED �� ' Right -of -Way dedication required per the "MSP" i� � Right-of-Wav dedication for allev Za r�a�rv� L/ Easements shown for proposed storm drainage Easements for proposed stormwater detention facilities Proposed design of streets conforming to "MSP" Proposed widening of alley Street cross sections of proposed streets at 100' stations G� Street profiles showing existing and proposed centerline C Sidewalks shall be show,m conforming to Sec. 31-175 and the "MSP" Driveways shall conform to Sec. 31-210 or Ordinance 16,577 Stormwater Detention per Ordinance 14,7870 and the "Drainage Manual" Direction of flow for water courses leaving the property Drainage area size and runoff coefficient for watercourses entering the tract x Proposed ditch sections Description of existing surface features including soil type and vegetation Utility excavation within proposed rights -of -way shall be per Article V of Sec.30 Prepare letter for street lights as required by Sec. 31-403 Plans of all work in right-of-way shall be submitted for approval prior to start of work Contact the AHTD for work within the State Highway right-of-way CONIDLO% /07 INIEI�iTS• R,� � Quess Ccm� M 7 'Azn 10 zo I � Zl' SURVEY 4-940701-4-1010 02-08-1995 7:45 •AM Page 1 Reg. to: City of Little Rock File Name: C:\SURVEY4\SURVEYS\ARDOIN.DAT Job: ARDOIN INDUSTRIAL SUB PRELIMINARY PLAT By: DIXON Point Direction Distance Northing Easting Elevation ------------------------------------------------------------------------------ Start 1 10000.00000 10000.00000 TR S 0 02'44.0" W 396.000 2 9604.00013 9999.68514 TR S 89 14'34.0" W 486.120 3 9597.57574 9513.60760 TR N 0 01' 10.0" W 396.000 4 9993.57572 9513.47321 TC N 89 14'36.0" E 486.570 Calculated Closing Point 10000.00133 10000.00078 TC S 30 12' 15.2" W 0.002 1 10000.00000 10000.00000 Angle right at 1 from 4 to 1 = Unknown Precision Ratio = 1: 1145065 Length Traversed = 1764.690 Length To Close = 0.002 Error in Latitude = 0.001 Error in Departure = 0.001 Area = 192575.3655 Sy. Feet or 4.4209 Acres Total Angular Error = 0 00'00.6" Error per Station = 0 00,00.1" Start 2 9604.00013 9999.68514 TR S 89 14'34.0" W 211.100 5 9601.21030 9788.60358 TR N 0 01' 10.0" W 396.000 6 9997.21028 9788.46919 TC N 89 14'36.0" E 211.550 Calculated Closing Point 10000.00400 10000.00074 TC S 10 29' 12.0" W 0.004 1 10000.00000 10000.00000 Enter the Closing Foresight Pt. = Unknown Angle right at 1 from 6 to fixed foresight = Unknown Precision Ratio - 1: 201327 Length Traversed = 818,650 Length To Close = 0.004 Error in Latitude = 0.004 Error in Departure = 0.001