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Home My WebLink AboutS-0613-A ApplicationiKITY OF LITTLE ROCK No if OFFICE OF COMPREHENSIVE PLANNING FILING FEES Little Rock, Ark. - Rezoning Application. ' ... . . . . • • • • $ - Board of AdjustmenC.AP.Plllfcl�- on. . . . . . . . . $ - -- - Preliminary Plat . . . . .. . . . . • • . • $ -- - Final Plat X"'V�a5 « ' �1' $ Street Name Signs: No. Signs At Ea. $ — TOTAL By: ` File No.: Address: Applicant; all ALLAN L. LILLEY, AIA architecture interior design graphics 17 Patricia Lane Little Rock, AR 72205 224-9106 Henderson properties, Inc. 3800 N. Mav Avenue, Suite 5W QKLAHOIAA CITY. 0KL.'"01'SA 731t2 TF.LPP1ioNE: (405) 949-4100 EDWARD LYNN Dvveioj mend Manager 0 BILL OF ASSURANCE KNOW ALL MEN BY THESE PRESENTS: THAT, WHEREAS, Los Cuartos Little Rock Joint Venture, an Oklahoma General Partnership, is the sole owner of the following described lands lying in the County of Pulaski, State of Arkansas, to wit: Part of Blocks 4 and 5, College Park, an Addition to the City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Beginning at -.the Southwest corner of Block 5, College Park Addition; run thence NO1°49'0"E along the West line of Block 5 and said line extended a distance of 284.35 feet to a point on the South right-of-way line of Interstate Highway No. 440; run thence S87°56'0"E along said South right-of-way line a distance of 204.45 feet to a right-of-way fence corner; run S50°53'0"E along the Southwesterly right-of-way of Annie M. Bankhead Drive a distance of 354.45 feet; run thence S37°59'25"W a distance of 79.0 feet to a point on the North right-of-way line of East 33rd Street; run thence N88°48'0"W along said North line of East 33rd Street and the South line of Block 4 and 5, College Park Addition a distance of 440.00 feet to the Point of Beginning, and containing 104,933 square feet or 2.409 acres, more or less. The above description includes portions of Sanders Avenue and East 32nd Street and the alleys in Blocks 4 and 5. AND, WHEREAS, it is desirable that all of the above described property be subdivided into lots, blocks, tracts and streets; NOW THEREFORE WITNESSETH: THAT WE, the said Los Cuartos Little Rock Joint Venture, hereinafter termed grantor, have caused said tract of land to be surveyed by Forrest C. Marlar, a Registered Professional Engineer, or Registered Land Surveyor, and a plat thereof made which is identified by the title Los Cuartos Airport Addition and the date J, 198 , and by the signature of the Circuit Clerk and ex-officio Recorder of Pulaski County, Arkansas, in Plat Book page and the grantor does herebv make this Bill of Assurance. -1- AND, the grantor hereby certifies that it has laid off, platted and subdivided, and does hereby lay off, plat and subdivide said real estate in accordance with said plat. The lands embraced in said plat shall be forever known as Los Cuartos Airport Addition. The grantor hereby dedicates to the public forever an easement of way on and over the streets as shown by said plat, to be used as public streets. There are strips of ground shown and dimensioned on said plat marked "Utility Easement" and "Drainage Easement" reserved for the use of public utilities, and for drainage purposes respectively, subject at all times to the proper authorities and to delivery and dedication of the streets and easements shown on the said plat. Hereafter, conveyance and description of any of said lands by lot number as shown on said plat, shall be a proper and sufficient description thereof. The lots in said subdivision shall be sold by the grantor and shall be purchased by the buyers thereof, subject to the following covenants, to wit: 1. No lot shall be re -subdivided into nor shall any dwelling be erected or placed on any lot or building site having a width of less than 100 feet at the building line or an area of less than 14,000 square feet. 2. No building or fence is to be constructed on any lot nearer than the building line noted on said plat. 3. No buildings, fences, incinerators, paved driveways, or any other permanent structure or improvement of any kind, whether herein specifically enumeratled or not, shall be built or maintained within the area of any of the easements shown on the plat, and in the event any such obstruction is placed thereon in violation of this restriction and reservation; no utility and/or public agent will be liable for destruction of same in constructing and maintaining its facilities located within the area of said easement. 4. No fence, wall, hedge or shrub planting or other obstacle which obstructs sight lines at elevations of more than 30 inches above the roadways shall be placed or permitted to remain on any corner lot within the triangular area formed by the street lines and a line connecting them at points 50 feet from the intersection of the street lines; or in the case of a rounded property corner, within the triangle formed by tangents to the curve at its beginning and end, and a line connecting them at points 50 feet from their intersection. No tree shall be permitted to remain within such distances of such intersections unless the foliage line is maintained at a height of 8 feet to prevent obstruction of such sight lines. _Z_ 5. No obstruction shall be placed in the street or gutter. Curbs shall be broken at driveways, and driveway aprons shall not extend past the face of the curb. 6. These covenants and restrictions are to run with the land and shall be binding on all parties and all persons claiming under them for a period of 30 days from the date these covenants and restrictions are recorded, after which time said covenants and restrictions shall be automatically extended for successive periods of 10 years, unless an instrument signed by a majority of the then owners of the lots has been recorded, agreeing to change said covenants and restrictions in whole or in part. 7. These covenants and restrictions shall not be amended, canceled or supplemented unless an instrument signed by at least eighty (80) percent of the owners of the aforesaid lots is placed on record agreeing to change the covenants and restrictions in whole or in part, and any change must be approved by the Little Rock Planning Commission. 8. In the event of any attempt to violate any of the covenants or restrictions herein, before the expiration date hereof, it shall be lawful for any person or persons owning a lot or lots in said addition to prosecute any proceedings at law or in equity against the person or persons violating or attempting to violate any such covenant or restriction, and either to prevent him or them from so doing or to recover damages or other dues for such violation. 9. The invalidation of any one of these covenants or restrictions by judgment or court order shall in no wise affect any of the other provisions, which shall remain in full force and effect. The considerations set forth in items one through nine are hereby approved by the City of Little Rock Planning Commission. Any additional requirements, restrictions or statements are entered without review or action by the Planning Commission, and shall not be considered part of the Little Rock Planning Commission's requirements for plat approval. LOS CUARTOS LITTLE ROCK JOINT VENTURE, an Oklahoma General Partnership Date 19 j(o By: C.A. Henderson, General Partner By: H.P.L.C.-Little Rock-85, General Partner By: —Nkvis Hende on, Managing General Partner -3- I ,WY r STATE OF OKLAHOMA ) ) ss. COUNTY OF OKLAHOMA ) On this z'C day of 198 before me, the undersigned, a Notary Public in and for the County and State aforesaid, personally appeared C.A. Henderson, to me know to be the identical person who signed the name of the maker thereof to the within and foregoing instrument as General Partner and acknowledged to me that he executed the same as his free and voluntary act and deed as th free and voluntary act and deed of said partnership for the us and purposes therein set forth. My Commission Expires: Z9 [S A L) STATE OF OKLAHOMA j ) ss. COUNTY OF OKLAHOMA otary Public On this ti5-r' day of z . 198 6 , before me, the undersigned, a Notary Public in and for the County and State aforesaid, personally appeared Travis Henderson, to me know to be the identical person who signed the name of the maker thereof to the 'within and foregoing instrument as Managing General Partner and acknowledged to me that he executed the same as his free and voluntary act and deed as the free and voluntary act and deed of said General Partner f�r the uses and purposes therein set forth. My Commission Expires:) 98 Notary Public (S EA L) OFfSMITH/ ROBERTS/JOH NSON, INC. ENGINEERS • SURVEYORS • PLANNERS 3140 W. BRRTON ROAD SURE 4C OKLAHOMA CRY, OKLAHOMA 73120 TELEPHONE 405 755-7094 March 5, 1986 City of Little Rock Mr. Mike Batey Engineering Department 701 West Markham Little Rock, Arkansas 72201 RE: Engineer's Estimate for Public.Utilities to Serve Los Cuartos Addition Attached please find a detailed breakdown of the estimated construction costs to serve the above referenced project. These costs are summarized as follows: These figures are based on the engineering plans which have been submitted tq".fulfill 'the Plat- •'and - Building 'Permit requirements : `This* is 'the' 'amount' which will be used by the Developer to submit on the Performance Bond for _ ' .... '�Ppnbva'l•..o f.:.••the;;Fiiial•=Plat:. - - -. - . _ .. - - :��_ _. •. .- .. - - - - -•--- ._. - .- ._.�•::..:••. ,.::._; .If•yau-have:••any•questians•please•'•conyaCt•.this"office:.;..,._°.•"'----.".....- ... -•.' ry •-+ ncerely, 4 T' y ohn J7son, P E. '--4 �� : eb enclosures cc: Mr. Ed Lynn, Henderson Properties GG � 1%w� �Hc-Cier�g�� G`f� ild►u1�� -}2eH; PAVING ESTIMATES Los Cuartos, Little Rock Unit Item Unit Quantity Price Total lie' Type "M" Asphalt SY 938 3.25 3,048.50 3" Type "A" Asphalt SY 824 5.50 4,532.00 6" Hot Sand (2 3" Coarses) SY 1836 10.00 18,360.00 6" Compacted Subgrade SY 1074 2.00 2,148.00 6" X 2'0" Curb and Gutter LF 360 4.50 1,620.00 6" Thick P.C. Concrete Driveway SY 62 18.00 1,116.00 2" Type "M"-Asphalt Filet ► ' SY 40 6.00 240.00 Tack Coat GAL 50 2.50 125.00 TOTAL 31,189.50 - .. .- - ` d. ,. ., �A•.. ,-,i' �. -v. _. _ _ _ .. _ •- ._. .ram:;', 3 .. aT: s:':: -._ •-1 �.'s, - - i _ . ter' -_" •_! Y•.. .�:f ,.. 'dry..:', . Z,._�4.�y%r.• •. - . r'� T-w- _ - .-.,"i; •.. - .. � �' _ .. s.. - f ,'t•' .-,S•' ..-._._ -. • a. ... � er. a .. .1 ,. _.•x:' '",f� .. .... .":�.f G-•t ,.-.. �'i -; .-. ., ... is"•.: t- ..+ 4°. .s.'W,:.a.i; :••aC: .,. STORM SEWER ESTIMATES Los Cuartos, Little Rock Unit Item Unit Quantity Price Total 30" RCP IF 412 38-00 15,656.00 18"- RCP LF 42 30.00 1,260.00 Std. Storm Sewer Manhole EA 3 1000.00 3,000.00 Single Grate Inlet Des. No. 5 EA 2 1500.00 3,000.00 Std. Curb Inlet Des. No. 2-0 EA 1 2000.00 2,000.00 Rip -Rap SY 3 125-00 375.00 ►4 TOTAL 25,291.00 �.y .r.L ,.. 3.- -� _ c .?�.• .. 4 / .. .. ��•..� =: r. .. .ter .� .•. f. r. •_y�- ,r'_. .� ..• _ �•1 •. ._. •r. �f''.• r .. >- �~.. _ .ua .... a _ _ .. a .Y•kn •l• •i•'•.. -i. , -•f, �: _ .. •- .. - • _. .-. _ . . � ,. -�•rl �• .`L-., r - •cca• ..ate--r:TJ•^ •... •'... a .. •:-t• ._z?r.•,•....A. .a !4` ._• r-: q•.+..--..ida- :.r..>. z;, .. ..� SANITARY SEWER ESTIMATES Los Cuartos, Little Rock Unit Item Unit Quantity Price Total 8" Sanitary Sewer IF 286.3 7.80 2,233.14 Std. Manhole (0'-6') EA 3 900.00 2,700.00 Extra Depth Manhole VF 7.8 85r00 663.00 Drop Manhole Connection VF 6.3 150.00 945.00 Trenching (0'-6') LF 110 2.00 220.00 Trenching (6'-8') LF 135 2.50 337.50 Trenching (8'-10') LF 31.3 3.00 93.90 Trenching (10'-12') LF 10 3.75 37.50 8" X 6" Wye EA 4 60.00 240.00 6" X 1/8° Bend EA 4 15.00 . 60.00 6" Riser Pipe VF 5.5 25r00 137.50 Crushed:. Ro. k . TON 18 18.00 324.00' ' Pipe Leakage Test L8 1 600.00 600.00 . :.. Deflection- Test _ .. ,.. •. ',� .. LS. �`:.. .660:00 :. 6.O6.O6 . ••: TOTAL 9,191.54f WATER LINE ESTIMATES Los Cuartos, Little Rock Unit Item Unit Quantity Price Total 8" Water Line IF 1185 14:00 16,590.00 6" Water Line LF 20 12.00 240.00 8" Gate Valve & Box EA 2 575.00 1,150.00 6" Gate Valve & Box EA 3 500.00 1,500.00 8" X 22k° Bend EA 2 200.00 400.00 8" X 8" Tee. EA 1 350.00 350.00 , 8" X 6" Tee EA 4 300.00 1,200.00 Fire Hydrant EA 2 775.00 1,550.00 8" Plug EA 1 85.00 85.00 8" X 6" Reducer EA 1 125.00 125.00 8" Solid Sleeve EA 1 120.00 120.00 - 6'-: -Solid -Sleeve ' EA 1 105.00 105.00 Remove & `Repair: Pavement SY 77 28.00 2,•156.00 - •' 6" Plug W/2". Blowoff EA 1 325.00 325.00 TOTAL 25,896.00