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Home My WebLink AboutSDP200700056 Review Comments Major Amendment, Final Site Plan 2007-06-13Application #: SDP200700056 ,« Short Review Comv- ,,its Project Name: North Woods Four Seasons Community Bldg - Major Minor Amendment Date Completed: 06/13/2007 Reviewer: Andrew Slack E911 Review Status: No Objection Reviews Comments: THIS PLAN SHOWS AN AREA THAT SHOULD HAVE AN INTERNAL ROAD NETWORK. THIS PROCESS MAY BECOME A SEPARATE ISSUE AND SHOULD NOT HOLD UP THE PLAN AT THIS STAGE. Date Completed: 06/18/2007 Reviewer: James Barber Fire Rescue Review Status: No Objection Reviews Comments: Indicate the location of fire hydrants. Hydrants mus be within 400 feet of the building by way of a prepared travel way. Date Completed Reviewer: Verify adequate fire flow is available. Date Completed:06/04/2007 Reviewer:Julie Mahon Historic Preservation Review Status:No Objection Reviews Comments:Previously developed area. No historic resources identified. No additional comments. Date Completed:06/05/2007 Reviewer:Jay Schlothauer Inspections Review Status:No Objection Reviews Comments:Based on plans dated May 29, 2007. Reviews Comments: No comments or conditions. Date Completed:06/15/2007 Reviewer:Judith Wiegand Planning Review Status:No Objection Reviews Comments:No comments. Date Completed Reviewer:Max Greene Engineer Z &CD Review Status:Pending Reviews Comments:The plan appears to show proposed grading in excess of 10,000 square feet, requiring an E &SC plan and possibly a SWIM plan prior to approval. Please submit Water Protection plans and fees in accordance with County Code (Chapter 17) and the County Design Manual. Project perimeter and limits of disturbance will be increased to include all proposed work as shown on the submittal. Date Completed:06/15/2007 Reviewer:Max Greene Engineer Z &CD Review Status:Requested Changes Reviews Comments:Please update the topography and supply a benchmark on the plan sheet. This submittal appears to be from the pool site plan County File # 2064 dated 7/17/2000 (note in file states contractor did not build as shown), please update existing conditions. Page: 1.00 County of Albemarle Printed On: Monday, July 16, 2007 Application #: SDP200700056 Short Review Comi _.ants Project Name: North Woods Four Seasons Community Bldg - Major Minor Amendment Date Completed: 06/13/2007 Reviewer: Andrew Slack E911 Review Status: No Objection Reviews Comments: THIS PLAN SHOWS AN AREA THAT SHOULD HAVE AN INTERNAL ROAD NETWORK. THIS PROCESS MAY BECOME A SEPARATE ISSUE AND SHOULD NOT HOLD UP THE PLAN AT THIS STAGE. Date Completed: 06/04/2007 Reviewer: Julie Mahon Historic Preservation Review Status: No Objection Reviews Comments: Previously developed area. No historic resources identified. No additional comments. Date Completed:06/05/2007 Reviewer:Jay Schlothauer Inspections Review Status:No Objection Reviews Comments:Based on plans dated May 29, 2007. No comments or conditions. Date Completed:06/15/2007 Reviewer:Judith Wiegand Planning Review Status:No Objection Reviews Comments:No comments. Date Completed Reviewer: Max Greene Engineer Z &CD Review Status: Requested Changes Reviews Comments: Please update the topography and supply a benchmark on the plan sheet. This submittal appears to be from the pool site plan County File # 2064 dated 7/17/2000 (note in file states contractor did not build as shown), please update existing conditions. Page: 1.00 County of Albemarle Printed On Friday, June 15, 2007 Thomas Jefferson Soil and Water Conservation District June 19, 2007 2134 Berkmar Dr Charlottesville, VA 22901 975 -0224 TO: David Pennock Planning Department RE: Soils Report and Comments for: North Woods Four Seasons A4D - 7' N r r 41,i c 6C7" 4 ^cz I5c 4B 34,c 94C21434, 94C 34D IX 5 4C 7 S 27B Berkley, 39D 27R 4C/ c H T"D 34f) 27B kc77 U 34D ie c 27B 2 B 27C Cj 0 e 1 D Q er c es. BU5,e USA United States Natural Department of Resources Agriculture Conservation Service Prepared by: Thomas Jefferson Soil & Water Conservation District 434 - 975 -0224 Soils Report SOILS REPORT FOR: North Woods Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Unit. IB Abell silt loam, 2 to 7 percent slopes Description Category: Virginia FOTG Abell is a gently sloping to moderately sloping, very deep, moderately well drained soil. Typically the surface layer is silt loam about 12 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is impermeable. It has a moderate available water capacity and a moderate shrink swell potential. This soil is not flooded and is not ponded. The top of the seasonal high water table is at 33 inches. The land capability classification is 2e. The Virginia soil management group is G. This soil is not hydric. Map Unit: 27B Elioak loam, 2 to 7 percent slopes Description Category: Virginia FOTG Elioak is a gently sloping to moderately sloping, very deep, well drained soil. Typicallymcallythesurface layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The slowest pereability is moderately slow. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The landcapabilityclassificationis2e. The Virginia soil management group is X. This soil is not hydric. Map Unit. 27C Elioak loam, 7 to 15 percent slopes Description Category: Virginia FOTG Elioak is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderately slow. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 3e. The Virginia soil management group is X. This soil is not hydric. Map Unit: 39D Hazel loant, 15 to 25 percent slopes Description Category: Virginia FOTG Hazel is a moderately steep to steep, moderately deep, excessively drained soil. Typically the surface layerisloamabout10inchesthick. The surface layer has a moderately low content oforganic matter. The slowest permeability is moderately rapid. It has a low available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 4e. The Virginia soil management group is JJ. This soil is not hydric. Map Unit: 47D Louisburg sandy loam, 15 to 25 percent slopes Description Category: Virginia FOTG Louisburg is a moderately steep to steep, deep or very deep, well drained soil. Typically the surface layerissandyloamabout5inchesthick. The surface layer has a moderately low content of organic matter. The slowest permeability is rapid. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The landcapabilityclassificationis7e. The Virginia soil management group is FF. This soil is not hydric. rhomas Jefferson SWCD 1 6/19/07 Map Unit: 65B Pacolet sandy loam, 2 to 7 percent slopes Description Category: Virginia FOTG Pacolet is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is sandy loam about 6 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 2e. The Virginia soil management group is X. This soil is not hydric. Map Unit: 94B Wedowee sandy loam, 2 to 7 percent slopes Description Category: Virginia FOTG Wedowee is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is sandy loam about 7 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 2e. The Virginia soil management group is V. This soil is not hydric. Map Unit: 94C Wedowee sandy loan:, 7 to 15 percent slopes Description Category: Virginia FOTG Wedowee is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is sandy loam about 7 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. It has a moderate available water capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is 4e. The Virginia soil management group is V. This soil is not hydric. Small Commercial Buildings - Dominant Condition Map Symbol Soil Name Rating 1 B Abell silt loam, 2 to 7 Somewhat limited percent slopes 27B Elioak loam, 2 to 7 percent Somewhat limited slopes 27C Elioak loam, 7 to 15 Very limited percent slopes 39D Hazel loam, 15 to 25 Very limited percent slopes 47D Louisburg sandy loam, 15 Very limited to 25 percent slopes 65B Pacolet sandy loam, 2 to 7 Somewhat limited percent slopes 94B Wedowee sandy loam, 2 to Somewhat limited 7 percent slopes 94C Wedowee sandy loam, 7 to Very limited 15 percent slopes Mapunit Hydric Rating Map Symbol Soil Name Rating 113 Abell silt loam, 2 to 7 Partially hydric percent slopes 27B Elioak loam, 2 to 7 percent Not hydric slopes 27C Elioak loam, 7 to 15 Not hydric Thomas Jetterson SWCD 2 6/19/07 Thomas Jetterson SWCD 3 6/19/07 percent slopes 39D Hazel loam, 15 to 25 Not hydric percent slopes 47D Louisburg sandy loam, 15 Not hydric to 25 percent slopes 65B Pacolet sandy loam, 2 to 7 Not hydric percent slopes 94B Wedowee sandy loam, 2 to Not hydric 7 percent slopes 94C Wedowee sandy loam, 7 to Not hydric 15 percent slopes Soil Shrink -Swell - Dominant Soil Top Depth : 0 Bottom Depth : 0 Map Symbol Soil Name Rating 1 B Abell silt loam, 2 to 7 1.5 percent slopes 27B Elioak loam, 2 to 7 percent 1.5 slopes 27C Elioak loam, 7 to 15 1.5 percent slopes 39D Hazel loam, 15 to 25 1.5 percent slopes 47D Louisburg sandy loam, 15 1.5 to 25 percent slopes 65B Pacolet sandy loam, 2 to 7 1.5 percent slopes 94B Wedowee sandy loam, 2 to 1.5 7 percent slopes 94C Wedowee sandy loam, 7 to 1.5 15 percent slopes Corrosion Concrete - Dominant Condition Map Symbol Soil Name Rating 1 B Abell silt loam, 2 to 7 High percent slopes 27B Elioak loam, 2 to 7 percent Moderate slopes 27C Elioak loam, 7 to 15 Moderate percent slopes 39D Hazel loam, 15 to 25 High percent slopes 47D Louisburg sandy loam, 15 Moderate to 25 percent slopes 65B Pacolet sandy loam, 2 to 7 High percent slopes 94B Wedowee sandy loam, 2 to High 7 percent slopes 94C Wedowee sandy loam, 7 to High 15 percent slopes Thomas Jetterson SWCD 3 6/19/07 Corrosion Steel - Dominant Condition Map Symbol Soil Name Rating 1 B Abell silt loam, 2 to 7 Moderate percent slopes 27B Elioak loam, 2 to 7 percent High slopes 27C Elioak loam, 7 to 15 High percent slopes 39D Hazel loam, 15 to 25 Low percent slopes 47D Louisburg sandy loam, 15 Low to 25 percent slopes 65B Pacolet sandy loam, 2 to 7 High percent slopes 94B Wedowee sandy loam, 2 to Moderate 7 percent slopes 94C Wedowee sandy loam, 7 to Moderate 15 percent slopes Thomas Jetterson SWCD 4 6/19/07 Douglas W. Dobbins From: David E. Pennock [dpennock @albemarle.org) Sent: Friday, August 03, 2007 1:43 PM To: Douglas W. Dobbins Subject: North Woods Major Amendment - SDP 07 -056 Attachments: cdp2_ mdp_ dep_northwoods_Four_Seasons.doc Mr. Dobbins- I received your voicemail and wanted to pass on the information I have received to date regarding your site plan amendment submittal. Previously, you have received approvals or "no objection" from: Virginia Department of Transportation (Joel Denunzio) Albemarle County Service Authority (Gary Whelan) Albemarle County Building Official (Jay Schlothauer) Each of these individuals will sign the site plan once it is finalized, so their approvals have been noted. Our engineer for this project, Max Greene has provided the following comment: The plan appears to show proposed grading in excess of 10,000 square feet, requiring an E &SC plan and possibly a SWM plan prior to approval. Please submit Water Protection plans and fees in accordance with County Code (Chapter 17) and the County Design Manual. Project perimeter and limits of disturbance will be increased to include all proposed work as shown on the submittal." However, as I mentioned in my last conversation with you, this is based on the topography shown on the site plan as submitted, which doesn't factor in the completion of the previous project for construction of the pool. In other words, if the plan were changed to reflect the pool as an existing feature, with elimination of the associated proposed grade lines, his comment will likely change to something less. I have also included my own comments, which are attached as a Word format document. Thanks, David David Pennock, AICP Principal Planner LEED ` Accredited Professional Albemarle County Community Development Department Division of Zoning and Current Development 401 McIntire Road Charlottesville VA 22902 -4596 Tel: 434.296.5832 x.3432 Fax: 434.972.4035 ALa 7 IRG1Nt COUNTY OF AL BEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 To: Douglas Dobbins From.: David Pennock, Principal Planner Division: Zoning and Current Development Project: SDP 07 -056 — Northwoods/Four Seasons Major Site Plan Amendment Date: August 1, 2007 The County of Albemarle Division of Zoning and Current Development has reviewed the above referenced site plan. [Each comment is preceded by the applicable reference, which is to the Zoning Ordinance, (Chapter 18 of the Albemarle County Code) unless otherwise specified (Previous comments are shown in italics with updated comments irnnrediatelp following): 1) [4.12. 0] Parking notes on the site plan indicate that 605 spaces are required throughout 117c ,site. based o77 the member of residential units. 620 spaces are indicated as provided, based on a recent survev. Do the plan .sheets provided in this set reflect the restripcd configuration' If so, the restriping call be reviewed as part of this site plan amendment. a) As a further clarification. does the total number of spaces provided (620) anticipate the 10 or 12 spaces that will he removed for this construction? i) Notes on Sheet E -4 indicate that this information will be incorporated in to a future revision of the plan. (Conversation with applicant indicates that this will be based on a field survey, but not an A.LTA /ASCM survey. As that type of survey is not required, the change is acceptable) 2) [4.12.6 and 4.12.71 As a follow up to comment 9.1, please provide data to determine parking that may he required for the community center. Some clarification regarding the usage of the building may he necessary. For example, parking requirements,f r recreational facilities within residential subdivisions are based on an initial calculation of one space per 125 feet of usahle area. However, if this use is an assembly area with fixed seating, requirements are based o77 the nun7her of fixed seats. Office uses are based on one space per 200,feet net building area. T17CSe uses 172a1 he broken d014117 into the component pieces within this structur•e purposes ofdetermining the r7cce.ssar.lu parking. If this use is not defined ( "unscheduled " in the Zoning Ordinance), the number ofparking spaces required will be determined by the Zoning Administrator in consultation with the applicant. a) Fractional parking space requirements must be rounded up. Thus, the spaces required for the leasing center should be 4, instead of 3. Otherwise, the parking required for the recreational area has been calculated correctly. 3) [4.12.6] Ifportions of this center are_for recreational use, please provided the percentage of the units within this development that are located with 0.25 miles of the proposed comnunitl! center. This percentage will serve as a reduction of spaces otherwise required. a) This comment has been addressed. 4) [32.6.6(f)] Please provide a signature panel on the site plan (,staff can provide this in electronic form upon request). a) This comment has been addressed. 5) f 1.17. =lJ Will lighting be provided for this building? If so, please provide a photomctric j ?tan acrd e cut - sheets for each light type. a) Applicant indicates no new lights are proposed. 6) Approval of additional review agencies is required prior to final site plan: a) Albemarle County enginecring review — comments provided Junc 12, 2007 (separate corer) i) Comments issued 7/20/07 -- separate cover. h) Virginia Department of Transportation — comrnerrts' provided ,Tune 11, 2001 (separate col r) i) Approval granted 6/20/07 c) Architectural Review Board — Certificate ofAppropriateness granted June 13, 2007 i) No change — approval stands. d) Albemarle County Service Authority — Utility plan review pending according to applicant i) Approval granted 7/12/07 Please contact David Pennock at 296 -5832, x. 3432 for further information, fi COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 June 21, 2007 Douglas Dobbins dBF Associates Architects PO Box 78 Charlottesville, VA 22902 RE: SDP 07 -056 — Northwoods /Four Seasons Major Site Plan Amendment Dear Mr. Dobbins: The Site Review Committee has reviewed the development proposal referenced above. Preliminary Comments for the following agencies, as applicable, are attached: Albemarle County Department of Community Development — Current Development Planning Albemarle County Department of Community Development — Current Development Engineer Albemarle County Department of Community Development — Inspections Albemarle County Service Authority (comments not yet received) Albemarle County Geographic Data Services — E -911 Albemarle County Department of Fire and Rescue Virginia Department of Transportation Albemarle County Department of Community Development (Architectural Review Board) — N/A Albemarle County Division of Planning (Historic Preservation) Albemarle County Division of Planning (Water Protection) — N/A Virginia Department of Health — N/A Comments reflect information available at the time the development proposal was reviewed, and should not be considered final. However, the Site Review Committee has attempted to identify all issues which could affect approval of the proposed project. Please make the revisions that have been identified as necessary for preliminary approval by the Site Review Committee. If you choose not to make the requested revisions, please submit in writing justification for not incorporating such revisions. Submit seven full size copies and one 11" x 17" copy to the Department of Planning and Community Development. Responses to the attached comments of the Site Review Committee must be submitted by July 2, 2007. Failure to submit this information by this date will result in suspension of the review schedule. Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, David Pennock, AICP Principal Planner AI.R,, A'1; -' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 To: Douglas Dobbins From.: David Pennock, Principal Planner Division: Zoning and Current Development Project: SDP 07 -056 — Northwoods /Four Seasons Major Site Plan Amendment Date: June 19, 2007 The County of Albemarle Division of Zoning and Current Development has reviewed the above referenced site plan. [Each comment is preceded by the applicable reference, which is to the Zoning Ordinance, (Chapter 18 of the Albemarle County Code) unless otherwise specified]: I ) [4.12.6] Parking notes on the site plan indicate that 605 spaces are required throughout the site, based on the number of residential units. 620 spaces are indicated as provided, based on a recent survey. Do the plan sheets provided in this set reflect the restriped configuration? If so, the restriping can be reviewed as part of this site plan amendment. a) As a further clarification, does the total number of spaces provided (620) anticipate the 10 or 12 spaces that will be removed for this construction? 2) [4.12.6 and 4.12.7] As a follow up to comment #1, please provide data to determine parking that may be required for the community center. Some clarification regarding the usage of the building may be necessary. For example, parking requirements for recreational facilities within residential subdivisions are based on an initial calculation of one space per 125 feet of usable area. However, if this use is an assembly area with fixed seating, requirements are based on the number of fixed seats. Office uses are based on one space per 200 feet net building area. These uses may be broken down into the component pieces within this structure for purposes of determining the necessary parking. If this use is not defined ( "unscheduled" in the Zoning Ordinance), the number of parking spaces required will be determined by the Zoning Administrator in consultation with the applicant. 3) [4.12.6] If portions of this center are for recreational use, please provided the percentage of the units within this development that are located with 0.25 miles of the proposed community center. This percentage will serve as a reduction of spaces otherwise required. 4) [32.6.6(1)] Please provide a signature panel on the site plan (staff can provide this in electronic form upon request). 5) [4.17.4] Will lighting be provided for this building? If so, please provide a photometric plan and e cut - sheets for each light type. 6) Approval of additional review agencies is required prior to final site plan: a) Albemarle County engineering review — comments provided June 12, 2007 (separate cover) b) Virginia Department of Transportation — comments provided June 11, 2007 (separate cover) Review- Beard - -CertTfieaatc=o-fAppfopn`a to s granted -Jt 3; 2007" d) Albemarle County Service Authority — Utility plan review pending according to applicant Please contact David Pennock at 296 -5832, x. 3432 for further information. Application #:SDP20070C . y, 3 ShOPt Review Cc menu Project Name: North Woods Four seasons Community Bldg - Major Minor - eAmendment Date Completed:06/13/2007 Reviewer:Andrew Slack E911 Review Status:No Objection Reviews Comments:THIS PLAN SHOWS AN AREA THAT SHOULD HAVE AN IN TERNAL ROAD NETWORK. THIS 06/15/2007 PROCESS MAY BECOME A SEPARATE ISSUE AND SHOULD NOT HOLD UP THE PLAN AT Judith Wiegand THIS STAGE. Date Completed:06/18/2007 Reviewer:James Barber Fire Rescue Review Status:No Objection Reviews Comments:indicate the location of fire hydrants. Hydrants mus be within 400 feet of the building by way of a prepared travel way. Verify adequate fire flow is available. Date Completed:06/04/2007 Reviewer:Julie Mahon Historic Preservation Review Status:No Objection Reviews Comments:Previously developed area. No historic resources identified. No additional comments. Date Completed:06/05/2007 Reviewer:Jay Schlothauer Review Status:No Objection Reviews Comments:Based on plans dated May 29, 2007. No comments or conditions. _ Date Completed:06/15/2007 Reviewer:Judith Wiegand Review Status:No Objection Reviews Comments:No comments. Inspections Planning I Date Completed: 06/15/2007 Reviewer: Max Greene Engineer Z &CD Review Status: Requested Changes Reviews Comments: Please update the topography and supply a benchmark on the plan sheet. This submittal appearstobefromthepoolsiteplanCountyFile # 2064 dated 7/17/2000 (note in file states contractor did not build as shown), please update existing conditions. Page: 1.00 County of Albemarle Printed On: Wednesday, June 20, 2007 OF ti iEltiT. DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper, Virginia 22701 VirginiaDOT org David S. Ekern, P.E. COMMISSIONER Tune 18th, 2007 Mr. Glenn Brooks Department of Engineering and Development 401 McIntire Rd. Charlottesville, VA 22902 Subject: Site Review Meeting Comments June 21 st, 2007 site review meeting Dear Mr. Brooks: Below are VDOT's comments on the Site Plans for the June 21 st, 2007 Site Review Committee Meeting: SDP - 2007 -00049 Riverbend — Preliminary (Gerald Gotabu) All proposed connections are to a private road The additional traffic the site will produce is minimal. SDP-2007-00056 North Woods Four Seasons Community Building — Maior (Da Pennock) The proposed plan has no impact on the existing entrance and does not appear to have any increase to traffic in and out of the site on a regular basis. SUBP 2007 -00186 Pounding Branch, Phase IV — Preliminary Plat (Megan Yaniglos) Route 689 needs to be improved to a rural local road standard and the plat should reflect the needed improvements. All proposed roads should have 3:1 sideslopes_ Sight Lines that fall outside of proposed RL'W need to show sight easements on the plat. Please request the applicants provide a written description of revisions with re- submissions. If you have any questions or comments, please contact me prior to sharing these comments with the applicants. fYEARS OF Tit ANSPCERTATlaN ERCEtIEHCE 1 9 0 h 2 0 0 6 Sincerely, Joel DeNunzio, P.E. Residency Program Manager VDOT Charlottesville Residency 434 - 293 -0011 cc Allan Schuck, Bill Fritz, David Benish, Juan Wade, Elaine Echols, Joan McDowell, Judith Wiegand, Margaret Maliszewski, David Pennock, Francis McCall, Jon Sharp, Summer Frederick, Patrick Lawrence, and John Giometti