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HomeMy WebLinkAboutSUB198100091 Review Comments Final Plat 1981-08-27COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION ----------------- ----------- P.O. Box 910 Charlottesville, VA. 22902-0110 August 27, 1981 Mr. J. Ashley Williams County of Albemarle 414 E. Market Street Charlottesville, VA. 22901 Dear Mr. Williams: Jessup Property, Route 654 Albemarle County Attached is a xerox copy of the entrance grades to the Jessup RPN Property. A recent review by our Traffic and Safety Office indicates we will not require a left turn lane to be constructed along Barracks Road to this property. However, due to the super elevation and the steep projected grades from the property a maximum of a plus 3% grade will be required and an appropriate entrance landing. I am by copy of this letter and drawing to Mr. Tucker and Mr. Evans making them aware of our review. If you should have any further questions, please advise. Very truly yours, D.S. Roosevelt Resident Engineer By; W.R. Coburn, Jr. Ass't. Resident Fngineer WBCjr/aml CC: Mr. R.W. Tucker, Jr.'/ Mr. Max Evans OF �..CP Vie►. � �JJdG ��P Office of County Engineer 414 EAST MARKET STREET CHARLOTTESVILLE, VIRGINIA 22901 J. HARVEY BAILEY J. ASNLEY WILLIAMS COUNTY ENGINEER August 18, 1981 ASSISTANT COUNTY ENGINEER Mr. Max Evans 2200 Old Ivy Road Charlottesville, VA 22901 Re: Twin Group/Jessup Property RPN Dear Mr. Evans: Reference is made to your letter of January 25, 1980, which I received on August 13, 1981. I have reviewed your calculations and offer you the,following method which I use to determine the runoff control requirements. 16.0 Acres - Total land x 50 0.80 Acres - Maximum impervious area allowed without a runoff control permit -0.25 Acres - Area for new road 0.55 Acres - Area left for 10 lots without runoff control permit This amounts to an average of 2,396 square feet per lot without a runoff control permit. I hope this will help in your design of the lots. ,Respbctfully, J. Ashley Williams Acting County Engineer JAW/pm Oc: Kat Imhoff v i Office of County Engineer 414 EAST MARKET STREET J. ASHLEY WILLIAMS ASSISTANT COUNTY ENGINEER MEMO TO: Robert W. Tucker, Jr., Director of Planning FROM: J. Ashley Williams, Assistant County Engineer=� RE: Twin Group/Jessup Property RPN - Private Road DATE: August 10, 1981 I received a plan and profile from Max Evans showing the referenced private road. He showed two profiles for the road - one with an 18% grade (maximum allowed by the private road ordinance) and one with a 24% grade. The 18% grade had cuts up to 15 feet in some locations for as much as 100 feet along the road. This grade would make it very difficult to get acceptable entrances into lots 1 & 2, not to mention the amount of clearing and grading to get the necessary 2:1 slopes on the cuts and fills. The alternate plan showing a 24% grade for 175 feet has less destructive consequences than the 18% grade. At the lot entrances there is only a 3-4 foot cut. I would recommend that the 24% grade be allowed in this project with the require- ment of the new pavement standards that were adopted in June of this year. I feel that there will be no difference in maintenance of this road with this steeper grade. ROBERT W. TUCKER. JR. DIRECTOR OF PLANNING DATE: July 2, 1981 MEMORANDUM TO: Max Evans OF AL13,E74f pF ALR s CP O p yf�G1NNA Department of Planning . 804/206-5823 414 EAST MARKET STREET CHARLOTTESVILLE. VIRGINIA 22901 RONALD S. KEELER ASSISTANT DIRECTOR OF PLANNING R. KEITH MAKE PRINCIPAL PLANNER NANCY MASON CAPERTON SENIOR PLANNER KATHERINE L. IMHOFF PLANNER FROM: N. Mason Caperton, Senior Planner Q1T_ RE: Plat Review Comments - 'Twin Group/Jessup Property, Lot 6, Final Plat Please revise your plat to include the following comments. Five copies of the revised plat must be submitted by noon, July 15, 1981 in order for the Planning Commission to review it on July 21, 1981 , 7:30 p.m. Board Room, County Office Building, Court Square, Charlottesville, Virginia. other- wise it will be deferred to a later date. Please note that these comments should not be considered final. THE APPLICANT OR A REPRESENTATIVE MUST BE PRESENT FOR THE PLANNING COMMISSION MEETING. No subdivision plat will be taken to the Planning Commission without all applicable technical information as required by the Land Subdivision and Development Ordinance. To assist the applicant and the Staff in this, please submit the appropriate checklist along with the revised copies of the plat. Also, please read any enclosed comments from other agencies and contact me if you have any questions. Thank you. 1. Please have the following technical information noted on the plat: Owners notarized signatures; Dedication of open space in proportion to lot being divided (one tenth); -\c� Easement for driveway and note that the use of the existing driveway `% will be temporary and will be abandoned prior to any further County signatures on plat(s); Provisions for public water connection; 2. Staff recommends that Health Department approval of two septic fields locations on the lot be obtained prior to Planning Commission review of the plat; 3. See the attached comments. NMC/jcw Cc: R. 0. Snow RO*XRT E. VAUGHN DIRECTOR OF INSPECTION* SOMNI¢ ADMINISTRATOR DATE Inspections Department BUILDING. ZONING. SOIL EROSION FIRE PREVENTION 414 9"T MARKET STREET CHARI.OTTESVILLE. VIRGINIA 22001 {�Ot) 406•5632 TO:� .CL�,� _4 KaMk`L Planner FROM: Fire Prevention Officer RE: Site Plan, Technical Review For I -INk (---% H. P. CLARKE SYILDING OFFICIAL .I[SBE HURT OR►YTY )CONING ADMINISTRATOR I IRA 0. CORTEZ DIRK PREVENTION OFFICER The below checked items apply to this site and are hereby recommended to the Commission: 1. Hydrants are required an must meet the following requirements A. 211" C&O threads B. Located on highway right-of-way (when possible) C.. No closer than 50' or more than 400' to each major structure D. Every 800' along the roadway E. Every 500' around the perimeter of the building F. The fire flow requirement is gallons per minute @ 20 PSI(residual 2. A dry hydrant with adequate water from a pond is required. The surface to the dry hydrant shall be accessable by use of an all weather compacted surface with a grade of not more than ZO% and a turn -around space with a radius of 90 feet the standpipe, shall have a 4k" national standard male fitting (see NFPA 1231) 3. Dumpster location shall not be closer than 30' to any structure 4. Handicapped provisions are required (see code of Virginia 35-124 & BOCA Basic Building Code Article 316) 5. Other comments and recommendations HARO / COMMISSIONER LEONARD R. HALL, BRISTOL, BRI.STOL DISTRICT HORACE O. FRALIN, ROANOKE..SALEM DISTRICT WILLIAM E. ANDERSON. DANVILLE, LYNCHOURG DISTRICT WILLIAM F. MOHR. RICHMOND, RICHMOND DISTRICT WILLIAM T. ROOS. YORKTOWN, SUFFOLK DISTRICT IPILLIAM T. ROBINSON. WEST POINT. FREDERICKSBURG DISTRICT ''ALLIAM B. WRENCH, SPRINGFIELD. CULPEPER DISTRICT 41OBE RT S. LANDES. STAUNTON, .STA UNTON DISTRICT RAY HASSELL, III• CHESAPEAKE, AT LARGSURBAN NARLES S. HOOPER, JR., CREWE. AT LARGE -RURAL 3 w,1 1 LhRf� COMMONWEALTH of VIRTNIA DEPARTMENT O4qFHIGHWAYS p.&pTRRAANSPCRTATION /1L/l R � A' lY Yl :i YC ltJ" NfiA P.O. Box #910 Charlottesville, Virginia 22902 June 30, 1981 County of Albemarle 414 E. Market Street Charlottesville, Virginia 22901 Attention: Ms. Mason Caperton & Ms. Katherine Imhoff Dear Ms. Caperton and Ms. Imhoff: The following is our comments. LEO E. BUSSER, III DEPUTY COMMISSIONER L CHIEF ENGINEER J. T. WARREN DIRECTOR OF ADMINISTRATION J. M. WRAY, JR. DIRECTOR OF OPERATIONS H. R. PERKINSON, JR, DIRECTOR OF PROGRAM MANAGEMENT W. L. BRITTLE, JR. DIRECTOR OF ENGINEERING OSCAR K. MABRY DIRECTOR OF PLANNING Site Plan Review Meeting July 2, 1981 Items 1-7 - � R��EIVC D Ty OF <ti ALBEMARLE 1. Twin Group PRD Final Plat, Route 654: A private entrance permit will be required for any new entrance onto Route 654. 2. Bickers Gasoline Purps Addition Site Plan, Route 250 W.: We would recommend a slight shift in the alignment of the pump island, as well as the existing island separating Route 250 from the property. In addition, the placement of raised curb on the east and west property lines in order to reduce width of entrance and to create a protected parking zone for users of this property. I have discussed this recommendation with Mr. Foster. A commercial permit will be required for this alteration. 3. Reed Rubin Final Plat, off Route 680: A private street commercial entrance should be constructed at this location. 4. Carrie Lou Lamb Final Plat, end of Route 769: A private street commercial entrance should be constructed at the end of Route 769. S. Ednam Village, Section II Preliminary Plat, Route 250 W.: Ade- quate entrances exists to Route 250. This'is a private subdivision and we have no comment. 6. Lewis Estate Final Plat, Route 795: A private entrance permit will be required. fy, COMMONWEALTH of VIRC-jINIA IN COOPERATION WITH THE Thomas Jefferson Health District ALBEMARLE - CHARLOTTESVILLE LATE DEPARTMENT OF HEALTH 1138 Rose Hill Driee FLUVANNA COUNTY (PALMYRA) GREENE COUNTY (STANARDSVILLE) P.O. Box 754 6 LOUISA COUNTY (LOUISA) NELSON COUNTY (LOVINGSTON) Cltarlotteszille, Virginia 22906 MBURANDUNI (804) 295-0161 TO: Mason Caperton, Senior Planner and Katherine Imhoff, Planner NZ/ �J RECEIVED FPal: Jack Collins (S DATE: June 30, 1981 o COUuTY OF Sw SUB=: Site Review Committee Meeting, July 2, 1981, 10:00 A.M. ALBEMARLE 1. 7lvin Group PRD Final Plat - health dept. has not been contacted. Will our approval. 2. Bickers Gasoline Pumps Addition Site Plan - health dept. has not been contacted, but we Know a septic system exists for this property which will probably be satisfactory for the intended use. 3. Reed Rubin Final Plat - health dept. has not been contacted but will need our approval. 4. Carrie Lou Lamb Final Plat - health dept. has not been contacted. Will need our approval. 5. Ednwn Village Section II Preliminary Plat'-- public water and sewer. 6. Lewis Estate Final Plat - health dept. has not been contacted but will need our approval. 7. Henry Javor Site Plan - health dept. has not been contacted. We would recamnend public sewer for a project of this size with the limited area shown on plat. It looks questionable to us that there is enough room for original septic fields with the required alternate sites for septic fields to serve 44 units, particularly when we don't know what these units will be used for. JC:as PAGE I. Twin Groun PRD Final Plat - Soils in this area consist of Hayesville silt loam. This is a deep well drained clay soil with bedrock at 60 inches. There are some very stony soils :nearby. 2. Bickers Gasoline Pumps Addition Site Plan- No comment. 3. Reed_ Rubin F4.nal Plat- Soils in this area consist of Hayesville silt loam on the ridge;, and Ashe loam on the steep slopes. Hayesville is a deep well drained clad soil. Ashe is a shallow, excessively drained soil found on steeper slopes. ro location map. 4. Carrie Lou Lamb Final Plat- Soils in this area consist of Starr silt loam, Rabun clay loam and Myersville very stony silt loam. Starr is found along streams and is subject to seasonal flooding. Rabun is a heavy clay soil with hard rock at 40 to 60 inches. Myersville is a stony soil with rock outcrop frequently. �. Ednat Village Section II preliminary plat- No comment. 6. Lewis Estate Final Plat- Soils in this area are Mayodan loam and -Bucks silt loam. These are both deep well drained soils. 7- Hen_Javor Site Plan - Soils in this area consist of Hayesville silt loam. This is a deep well drained clay soil. COUNTY. SERVICE AU • v$�� A - - T t10 err - MEbIOItAND UAI 1' ^, N. Mason Caperton, Senior Planner - ' 1 Katherine Imhoff, Planner From: Brian P. Smith, Senior Engineer �. j"' Dote: June 23, 1981 Re: Site Review Committee Meeting July 2, 1981 _ Here are my comments, with regard to the availability of public water and sewer, for this month's meeting. If you or any of the developers have any questions, please call me at your earliest convenience. (1) Twin Group PRD Final Plat: Public water is available from a 12" water line along Route 654. Public sewer is not avail- able. t(2) Bickers Gasoline Pumps Addition Site Plan: Public water is available from a 6" water line near the intersection of Routes 240 and 250. Fire flows are presently near 875 gpm at 20 psi residual with static pressures in the 90's. Public sewer is not available. (3) Reed Rubin Final Plat: No public facilities are available. (4) Carrie Lou Lamb Fin.? Plat: No public facilities are available. *(5) Ednam Village Secti; I Preliminary Plat: Public water is available. A 10" c.,:c. r main will need to be relocated. Public sewer will be available once the new AWm p.V 1: is ready for operation and the first section of the Cron <nterceptor is constructed. Construction plans for both a ities will be required for approval. (6) Lewis Estate Final Plat: No public facilities are available. *(7) Henry Javor Site Plan: Public water is available from an 8" line in the F.dnam Forest property near the southern edge of Route 250 West. This is -approximately 1400 feet from Folly Road. Construction plans will be required for approval. Public sewer is not available. 13 c --TITLE OF PROJECT: � (tJ I` ( �Jl(n� � j11Q��1) (�� 7 f 10P4�:j) Jll nac' f (l��t_ C1 CQ1 FACT ON SCHOOIZ SERVING THE AREA OF DEVELOPMENT # OF LOTS/UNITS: / Nane of r Ki.sting or School Projected Planned School Estimated rapacity Enrollment Improvements Enrollment Within the (� Next 5 Years Lentary Greer 509 664 itermediate Jouett 651 734 * �+ ndary Albemarle 2029 1803 )mpletion Date or Estimated Phasing: Additional Callments: This projected enrollment will have a slight impact on the schools serving the area, but note the requirement for mobile -class -rooms to house the programs offered and the fact that Albemarle High School is over capacity. John W. Massie, Jr. 7-16-81 * Including 2 small mobile classrooms. ** Including 5 large mobile classrooms.