Loading...
HomeMy WebLinkAboutS-1042-C Staff AnalysisOctober 31, 1995 ITEM NO.: 2 FILE NO.: S-1042-C DAME: WELLINGTON VILLAGE -- PRELIMINARY PLAT LOCATION: Approximately 0.2 mile north of Chenal Parkway on Wellington Village Rd., approximately 0.75 mile west of Loyola Dr. DEVELOPER: Ron Tyne WINROCR DEVELOPMENT CO. 2222 Cottondale Ln. Little Rock, AR 72202 663-5340 AREA: 40.1 ACRES NUMBER OF LOTS: 4 ZONING: C-1, MF-18, PROPOSED USES: 0-1, 0-2 & R-2 PLANNING DISTRICT: 19 CENSUS TRACT: 42.06 VARIANCES REQURE ED : None STATEMENT OF PROPQ AL: ENGINEER: Don Chambers THE MEHLBURGER FIRM P. 0. Box 3837 Little Rock, AR 72203 375-5331 FT. NEW STREET: 2000 Commercial, Multi -Family, and Single -Family The applicant proposes a preliminary plat for the subdivision of a 40.1 acre tract, located at the southern limits of the Villages of Wellington development and which will be the primary access to the development. The minor arterial, by which access will be gained, will enter the development and bisect the property. The neighborhood commercial "node" will be sited on the tract, and a rezoning proposal accompanies the preliminary plat proposal thorough the Planning Commission hearing. A pre -preliminary plat, presented to the Planning Commission in October, 1994, routed the minor arterial northward through the development. The current proposal re -routs the roadway to the west, around proposed residential "villages". The developer explains that the originally proposed alignment for the minor arterial promoted neither safe nor efficient traffic flow; whereas, the new alignment avoids an existing drainage area, promoting environmentally sensitive detention storage design, and fits the terrain better, reducing the need for extensive cuts and fills. The revised alignment conforms better with the efforts of the developer to conserve natural resources and to be sensitive to the environment in the development of the land. October 31, 1995 SUBDIVISION ITEM NQ.: 2 (Cont.) FILE NO.: 5-1042-C The Wellington Village preliminary plat proposes four lots, one lot for office development, one for neighborhood commercial use, one for multi -family development, and one for single-family development. A church site, which abuts the area, is already being developed, -and is the first phase of Wellington Village. Wellington Commons Rd., the collector street which abuts the church site, is under construction. Its extension to and intersection with Wellington Village Rd. is included within the boundary of the subject plat. The completion of the construction of Wellington Commons Rd. from the church site southward to and construction of the intersection with Wellington Village Rd., as well as construction of Wellington Village Rd. southward to the subdivision boundary are scheduled to be completed within the next eighteen months. Further site development will be contingent upon market demand for commercial, office, and multi- family areas. A. PROPOSAW REQUEST: Planning Commission review and approval of a preliminary plat is requested. B, EXISTING CONDITIONS: The site is undeveloped. It consists of land that was formerly used for pasture, as well as wooded areas. The topography is rolling, rising from a "draw" which lies at the center of the tract, upwards towards the east and west, approximately 100 feet in elevation. The site currently includes C-1, MF-18, 0-1, 0-2, and R-2 zoned land. A re -allotment of the land area of the various zoning districts, and elimination of the 0-2 area is being requested as Item No. 28 on the agenda. C. ENGINEERING/UTILITY COMMENTS: Public Works comments: The Preliminary Plat needs to show: front building setback lines; easements; boundary line distances and bearings; curve data; location of proposed PAGIS monuments; etc. If open ditches for stormwater and drainage purposes are planned, they must be shown on the Preliminary Plat, and must be approved by the City Engineer prior to Planning Commission approval of the preliminary plat. (Ref. Sec. 31-89.9) Show water courses entering the tract and their planned exit points. 2 October 31, 1995 SUBDIVISION ITEM NO.: 2 nt. FILE NO.:-1042-C Additional right-of-way must be dedicated for the required right turn lane off Wellington Village Rd. onto Wellington Commons Rd. A right turn lane and additional right-of-way may be required for the tact to the west and"south of'the minor arterial roadway. The Traffic Engineer notes that, with super -elevation of the minor arterial, the Master Street Plan permits horizontal curvatures of 500 feet minimum radius. The proposed 650 foot radius is permissible, then, with super -elevation of the curve. The Traffic Engineer cautions that, due to the limited sight distances created by being on the inside of a super -elevated curve, as well as the topography, the west leg of the intersection of Wellington Village Rd. and Wellington Commons Rd. must be relocated away from the curve. NPDES and grading permits will be required. Water Works notes that, in addition to the normal connection charges, there will be an acreage charge of $300 per acre. Wastewater notes that a sewer main extension, with easements, will be required for the un-sewered portion of the site. Arkansas Power and Light Co. commented that easements will be required. Arkansas Louisiana Gas Co. approved the submittal. Southwestern Bell Telephone Co. approved the submittal. The Fire Department approved the submittal. D. ISSUES/LEGAL/TECHNI_C_AL DES: Sec. 31-87 requires that, in addition to the information furnished: a) the proposed type of subdivision is to be indicated; b) the name and address of the owner of record, giving the source of title, is to be shown; and, c) the location of the tract by legal description, giving the acreage to the nearest one -tenth acre, is to be furnished. Sec. 31-89 requires that: a) the proposed design location of streets and sidewalks be shown on the plat; b) the minimum building front yard setback lines be shown on the lots; c) the names of recorded subdivisions, with plat book and page number or instrument number, and the names of owners of all abutting land be shown; d) adjusted bearings October 31, 1995 SUBDIVISION ITEM NO.: 2 (Cent-) FILE NO.: 5-1042-C and distances be shown on all boundary lines, with ties to all corners of record; e) accurate locations and adequate physical descriptions of all monuments be shown, indicating the size and type of material of the monuments; f) the zoning classifications of abutting areas be shown; g) the certificate of Prdliminary Surveying Accuracy contain the certification that the plat has been surveyed and duly filed for record in the offices of the state surveyor and the county circuit clerk/recorder within the last 7 years (Sec. 31-91 provides the verbiage for this certification.); and, h) proposed PAGIS monuments be located. E. ANALYSIS• There are a number of deficiencies in the submitted drawings and information. These are, for the most part, fairly minor in nature and can be easily remedied. The primary concern being addressed in the application is the alignment of the minor arterial, which is different from the alignment previously proposed and approved. This alignment, if the curve is constructed in compliance with Traffic Engineering requirements, is satisfactory. There are, however, some concerns about the four-way intersection being located in the curve, and this problem must be addressed with the Traffic Engineering staff. F. STAFF RECOMMENDATIONS: Staff recommends approval of the preliminary plat, subject to remedying the deficiencies noted. SUBDIVISION COMMITTEE COMMENT: (OCTOBER 12, 1995) Mr. Ron Tyne, the applicant, and Mr. Don Chambers, with The Mehlburger Firm, were present. Staff reviewed with the Committee members the scope of the request. Staff and the Committee reviewed with the applicant and engineer the comments contained in the discussion outline. The re -alignment of the minor arterial and its construction were discussed. Mr. Bill Henry, the Traffic Engineer, explained that the horizontal curve, with its proposed 650 foot radius, meets design standards, as long as the roadway is super -elevated. Mr. Chambers confirmed that the roadway will be super -elevated. Mr. Henry expressed his objection to the four-way intersection being located in the curve, and suggested that the entrance to the commercial tract be relocated further west. There was agreement to meet further with Traffic Engineering in the resolution of this problem. The Committee forwarded the item to the full Commission for approval of the preliminary plat. 4 October 31, 1995 SUBDIVISION ITEM NO.: 2 Cant. FILE NO.:-1042-C PLANNING COMMISSION _AgTION: (OCTOBER 31, 1995) staff reported that all issues had been resolved, and recommended approval of the preliminary plat, subject to the understanding that the Traffic Engineer must approve the location of access points to the C-1 and 0-2 areas. The item was included on the Consent Agenda for approval, and was approved in the approval of the Consent Agenda with the vote of 9 ayes, 0 nays, 2 absent, and 0 abstentions. 5