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Home My WebLink AboutSDP200800175 Review Comments 2004-10-14O ALLR AiIIfifstaze IRGINIP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 - 4126 Project:SR200400015 Saint David's Anglican Church Plan preparer:Mr. Justin Shimp, Rivanna Engineering fax 984 -8863) Owner or rep.:Barracks Road Land Trust fax 296 -3510) Date received:25 September 2004 Date of Comment: 14 October 2004 Lead Engineer:Max Greene The final site plan for Saint David's Anglican Church received on 25 September 2004 has been reviewed. The engineering review for current development recommends approval of the final site plan. The following items will be addressed with the final submittal: A. Final site plan comments: Reviewed under SR200400015 1. The plan shall have a Professional seal, signed and dated. 2. If an easement exists for the overhead electric line please show it on the plan sheet. B. Stormwater management plan comments: Reviewed under RS200400015 3. It appears that all previous review comments have been addressed with this submittal. 4. The applicant needs to submit a completed stormwater management facilities maintenance agreement and fee. [17 -323] 5. The SWM bond amount is $9,000.00 and shall become a part of the whole Water Protection bond amount. Please contact Ms. Pam Shifflett at 434.296.5832 Ext. 3246 for more information concerning this bond. C. Erosion and sediment control plan comments: Reviewed under SR200400015 Placed in old E &SC # 2286 6. The Erosion and Sediment Control portion of the above mentioned plan is approved as submitted. The E &SC portion of the Water Protection Bond is $10,000.00 and shall become a part of the whole Water protection bond amount. Please submit two (2) additional copies of the approved plan and four (4) copies of the approved narrative to this office prior to the pre - construction meeting to be held in this office. Items B and C need to be completed before a grading permit can be issued for this project. Copy: file SR200400015 Francis MacCall 4_4 V 1, V 71)% irAt 1 11c41 VA-i1 y OC \.:-r t` Thomas Jefferson Soil and Water Conservation District December 5, 2008 706 Forest St, Ste G Charlottesville. VA 22903 975-0224 TO:Summer Frederick Planning Department RE:Soils Report and Comments for: St. David's Anglican Church 3 4D i .. P sue.y I R.. 'I f` w 0 4D 36B IB to 37C3 4 e I as " 20C3 4D 1 • 4E 77 66E 470 36C c," 37C3 11437D* 2a 37D 4 39E 3 AC 6EF 368 9D 36B t 8.3 55C 4E Jouett School 4D 4D Albermarle 40F 21G Hiah School91 . :373f r C. Ix ...r 45041'fpm 2C4 4D ,..`47D366 20 o5B 360 36C r 2iB 36C 2C 1 Aw' 4,4 s g 215 1 360 Mon vue 218 2C1 3 .2C 16 4 146 Ithursi, 6 210 47E 21C\rc 4D 21C 3oC 47C)- 7 3FC 27C 3D H ssian Hills Stillhouse IL 21B'y- Mou 'tam 1 270 7 ` 36B 368 -21 B iS,C 86C G 216 21C 276 7_14 1 C j/` 31 218 fi cr 111 36C 2C 3D n 36B 20 l Hi $ 6D I 21C 12 1B 2C 21B 21C A 27C 1ZD2DV„J 36D 21C Can " .ury ili, Au.3 21C368216 36_ D 47D r \\ losoirliP 21C B 36D 6 21C Sv_....,*36C 218 91 2C t 2D 2c 2.1B I r>,'121B z1c 9C 2iC 2D illcNi784111411111° i 218 INioy88J 2 4114C 8 8 l i .,: 21C 91 fr 66E Lewis Mountain G 4oD Jerpti,.. 40E 3D 2D aE36C)2C 1 8.1, USDA United States Mural Prepared by: Thomas Jefferson Soil & Water Department of Resources Conservation District Agriculture Conservation 434- 975 -0224 Service Soils Report SOILS REPORT FOR: St. David's Soil Survey Area: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Unit: 2C Albemarle fine sandy loam, 7 to 15 percent slopes Description Category: Virginia FOTG Albemarle is a strongly sloping to moderately steep, shallow, well drained soil. Typically the surface layer is fine sandy loam about 5 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. 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 3e. The Virginia soil management group is JJ. This soil is not hydric. Map Unit: 3D Albemarle very stony fine sandy loam, 15 to 25 percent slopes Description Category: Virginia FOTG Albemarle is a moderately steep to steep, shallow, well drained soil. Typically the surface layer is fine sandy loam about 5 inches thick. The surface layer has a moderately low content of organic matter. The slowest permeability is moderate. 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: 4D Ashe loam, 15 to 25 percent slopes Description Category: Virginia FOTG Ashe is a moderately steep to steep, moderately deep, somewhat excessively drained soil. Typically the surface layer is loam about 10 inches thick. The surface layer has a moderate content of organic 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 6e. The Virginia soil management group is JJ. This soil is not hydric. Map Unit: 14B Chester loam, 2 to 7 percent slopes Description Category: Virginia FOTG Chester is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is loam about 7 inches thick. The surface layer has a moderate 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 D. This soil is not hydric. Map Unit: 14C Chester loam, 7 to 15 percent slopes Description Category: Virginia FOTG Chester is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is loam about 7 inches thick. The surface layer has a moderate 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 Thomas Jefferson SWCD 1 12/5/08 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 D. This soil is not hydric. Map Unit: 36B Hayesville loam, 2 to 7 percent slopes Description Category: Virginia FOTG Hayesville is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. It has a high 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: 36C Hayesville loam, 7 to 15 percent slopes Description Category: Virginia FOTG Hayesville is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is moderate. It has a high 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 X. This soil is not hydric. Small Commercial Buildings - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 2C Albemarle fine sandy Very limited loam, 7 to 15 percent slopes 3D Albemarle very stony fine Very limited sandy loam, 15 to 25 percent slopes 4D Ashe loam, 15 to 25 Very limited percent slopes 14B Chester loam, 2 to 7 Somewhat limited percent slopes 14C Chester loam, 7 to 15 Very limited percent slopes 36B Hayesville loam, 2 to 7 Somewhat limited percent slopes 36C Hayesville loam, 7 to 15 Very limited percent slopes Thomas Jetterson SWCD 2 12/5/08 Septic Tank Absorption Fields - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 2C Albemarle fine sandy Very limited loam, 7 to 15 percent slopes 3D Albemarle very stony fine Very limited sandy loam, 15 to 25 percent slopes 4D Ashe loam, 15 to 25 Very limited percent slopes 14B Chester loam, 2 to 7 Somewhat limited percent slopes 14C Chester loam, 7 to 15 Somewhat limited percent slopes 36B Hayesville loam, 2 to 7 Somewhat limited percent slopes 36C Hayesville loam, 7 to 15 Somewhat limited percent slopes Mapunit Hydric Rating Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 2C Albemarle fine sandy Not hydric loam, 7 to 15 percent slopes 3D Albemarle very stony fine Not hydric sandy loam, 15 to 25 percent slopes 4D Ashe loam, 15 to 25 Not hydric percent slopes 14B Chester loam, 2 to 7 Not hydric percent slopes 14C Chester loam, 7 to 15 Not hydric percent slopes 36B Hayesville loam, 2 to 7 Not hydric percent slopes 36C Hayesville loam, 7 to 15 Not hydric percent slopes Thomas Jefferson SWCD 3 12/5/08 Soil Shrink - Swell - Dominant Soil Top Depth : 0 Bottom Depth : 0 Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 2C Albemarle fine sandy 1.5 loam, 7 to 15 percent slopes 3D Albemarle very stony fine 1.5 sandy loam, 15 to 25 percent slopes 4D Ashe loam, 15 to 25 1.5 percent slopes 14B Chester loam, 2 to 7 1.5 percent slopes 14C Chester loam, 7 to 15 1.5 percent slopes 36B Hayesville loam, 2 to 7 1.5 percent slopes 36C Hayesville loam, 7 to 15 1.5 percent slopes Corrosion Concrete - Dominant Condition Soil Survey: Albemarle County, Virginia Survey Status: Published Correlation Date: 12/01/1981 Distribution Date: 10/21/2002 Map Symbol Soil Name Rating 2C Albemarle fine sandy Moderate loam, 7 to 15 percent slopes 3D Albemarle very stony fine Moderate sandy loam, 15 to 25 percent slopes 4D Ashe loam, 15 to 25 High percent slopes 14B Chester loam, 2 to 7 High percent slopes 14C Chester loam, 7 to 15 High percent slopes 36B Hayesville loam, 2 to 7 Moderate percent slopes 36C Hayesville loam, 7 to 15 Moderate percent slopes Thomas Jetterson SWCD 4 12/5/08 oovAL IRGI^ COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 December 17, 2008 Justin Shimp Dominion Development Resources Via email: jshimp @ddrva.com RE: SDP2008 -175 St David's Anglican Church - Preliminary Dear Mr. Shimp: The Site Review Committee has reviewed the development proposal referenced above. Preliminary comments for the following divisions of the Department of Community Development and other agencies, as applicable, are attached: Albemarle County Division of Zoning & Current Development (Engineer) Albemarle County Division of Zoning & Current Development (Planner) Albemarle County Division of Planning (E911) Albemarle County Division of Planning (Architectural Review Board) Albemarle County Department of Fire Rescue Albemarle County Service Authority Virginia Department of Health Virginia Department of Transportation 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 that 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 eight (8) full size copies and one (1) 11" x 17" copy to the Department of Community Development including responses to each of the attached comments of the Site Review Committee by December 29, 2008. Failure to submit this information by this date will result in suspension of the review schedule. Review will resume when revisions are submitted along with a reinstatement fee of $65. Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, Summer Frederick Senior Planner Zoning & Current Development g IId IIN ArmA- County of Albemarle Department of Community Development To:Justin Shimp; Dominion Development Resources From: Summer Frederick, Senior Planner Division: Zoning & Current Development Date:December 17, 2008 Subject: SDP200 -175 Saint David's Anglican Church - Prelim The Planner for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approve the plan referred to above when the following items have been satisfactorily addressed. (The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review.) [Each comment is preceded by the applicable reference to the Albemarle County Code.] Sec. 18- 32.5.6(a)] Please provide owner, zoning, tax map and parcel number, and present use of adjacent parcels, including those on opposite sides of adjacent streets. Sec. 18- 32.5.6(a)] Please provide boundary dimensions for parcel. Sec. 18- 32.5.6(a), SP00 -57, Condition 7] Please show area reserved for public dedication along the Barracks Road frontage, and adjust the setbacks accordingly. Sec. 18- 32.5.6(1)] Please provide location of all existing utility easements. Sec. 18- 32.5.6(m)] Please show distance to the centerline of the nearest Sisting street intersection from proposed entrance. ec. 18- 32.5.6(n)] Location and /or dimension for all proposed improvements must be shown on plan — including; trash containers, parking Tots, outdoor lighting. Please contact Summer Frederick at the Department of Community Development 296- 5832 ext. 3565 for further information. 1 Application #:SDP200800175 Short Review Comr, nts Project Name: Saint David's Anglican Church - Prelim Preliminary - Non - residential Date Completed:12/16/2008 Reviewer:Amy Pflaum Engineer Z &CD Review Status:Requested Changes Reviews Comments: IPlease show easement location for existing overhead electrical line. Condition of SP -00 -57 is that a 10' strip of land along State Route 654 be reserved for future dedication to VDOT ROW. Please show strip and adjust setbacks accordingly. Please provide more depth to the "stub -out" at the rear of the parking lot to allow more room for vehicles reversing out of the rear spaces. Hard surface & curbing are required on all new parking lots (18- 4.12.15). A waiver of this requirement must be submitted and approved by the Zoning Administrator. Date Completed:12/09/2008 Reviewer:Andrew Slack E911 Review Status:No Objection Reviews Comments: NO OBJECTION. Date Completed:12/02/2008 Reviewer:Eryn Brennan ARB Review Status:Requested Changes Reviews Comments: This application will be reviewed by the ARB on January 5, 2009. Comments will be provided after the meeting. Date Completed:12/04/2008 Reviewer:Jay Schlothauer Inspections Review Status:Requested Changes Reviews Comments: Based on plans dated November 20, 2008. Provide concrete or asphalt paving for the barrier -free parking spaces' striped access aisle. Gravel does not provide a surface that is firm and stable enough for wheelchair travel. Page: 1.00 County of Albemarle Printed On: Tuesday, December 16, 2008 TO:Page 1 of 1 Summer Frederick From: Gary Whelan [gwhelan @serviceauthority.org] Sent: Monday, December 15, 2008 2:08 PM To:Summer Frederick Subject: Saint David's Anglican Church ACSA comments TO: Summer Frederick FROM: Gary Whelan, Civil Engineer DATE: December 10, 2008 Saint David's Anglican Church - Preliminary SDP200800175 RE: Site Plan Technical Review for: TM 60 -681 The below checked items apply to this site. X 1. This site plan is within the Authority's jurisdictional area for: A. Water and sewer X B. Water only C. Water only to existing structure D. Limited service X 2. A 12 inch water line is located approximately 160 distant. 3. Fire flow from, nearest public hydrant, located distant from this site plan, is Gpm + at 20 psi residual. 4. An inch sewer line is located approximately distant. 5. An Industrial Waste Ordinance survey form must be completed. 6. No improvements or obstructions shall be placed within existing or future easements. 7.and plans are currently under review. 8.and plans have been received and approved. X 9. No plans are required. 10. Final and plans are required for our review and approval prior to granting tentative approval. 11.Final site plan may /may not be signed. X 12.RWSA approval for water and /or sewer connections. 13. City of Charlottesville approval for sewer. Comments: Notify RWSA of any activity within or near RWSA pipes or easements. 12/16/2008 COMMONWEALT H of VIRQ NIA DEPARTMENT OF TRANSPORTATION CHARLOTTESVILLE RESIDENCY OFFICE 701 VDOT WAY CHARLOTTESVILLE, VA 22911 DAVID S. EKERN, P.E. COMMISSIONER December 16 2008 Mr. Glenn Brooks Department of Engineering and Development 401 McIntire Rd. Charlottesville, VA 22902 Subject: Site Review Meeting Comments December 18 2008 site review meeting Dear Mr. Brooks: Below are VDOT's comments on the Site Plans for the December 18 2008 Site Review Committee Meeting: SDP - 2008 -00174 Old Trail Village -Phase 8 -Block 2- Preliminary (Megan Yaniglos) Show entrance profiles for entrances to proposed public roads in accordance with the VDOT Standard CG -11. Street trees need to be pulled off all corners for a minimum of 30 feet to ensure safe access in accordance with the landscape requirements in the VDOT Road Design Manual. SDP - 2008 -00175 Saint David's Anglican Church - Preliminary (Summer Frederick) The entrance onto Route 1001 needs to show a profile in accordance with the VDOT Standard CG -11. The width of the entrance should be in accordance with the details shown in the Minimum Standards of Entrances to State Highways. SUB- 2008 -00283 Ashcroft - Section VI -phase II -Final (Gerald Gatobu) No comments SUB - 2008 -00287 Fontana -Phase C- Section 1- Preliminary (Summer Frederick) The final site plans will need to include road and drainage plans. SUB - 2008 -00290 Oakleigh Albemarle (1-9 lots) — Final (Elizabeth Marotta) WE KEEP VIRGINIA MOVING Page 1 of 1 Summer Frederick From: Ron Higgins Sent: Friday, March 20, 2009 11:40 AM To:Summer Frederick Cc:Justin Shimp Subject: RE: St. David's Church parking Sorry, I put the wrong Saint in the subject line and e-mail I sent before. I'm sure St. George's parking would be fine also. I have reviewed information from the applicant' engineer on the parking for St. David's Church and have concluded that 19 spaces will be appropriate for the 75 seat sanctuary as proposed. Ron H. 3/31/2009 of .ate HG1Na County of Albemarle Department of Community Development To:Justin Shimp; Dominion Development Resources via email: jshimp @ddrva.com From: Summer Frederick, Senior Planner Division: Current Development Date:March 6, 2009 Subject: SDP2008 -175 Saint David's Anglican Church - Prelim The Planner for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approve the plan referred to above when the following items have been satisfactorily addressed. (The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review.) [Each comment is preceded by the applicable reference to the Albemarle County Code.] 1. Sec. 18- 32.5.6(m)] Please show distance to the centerline of the nearest existing street intersection from proposed entrance. 2. Sec. 18- 4.12.6] The number of required parking spaces is to be determined by the zoning administrator. Please provide a parking study outlining the proposed parking space count and the calculations utilized to reach the proposed number. Please contact Summer Frederick at the Department of Community Development 296 -5832 ext. 3565 for further information. 1 of A c to County of Albemarle Department of Community Development Memorandum To:Summer Frederick, Planner From:Amy Pflaum, Engineering Review Division: Current Development Date:February 5, 2009 REV 1: March 6, 2009 Subject: SDP200800175, St. David's Anglican Church - Preliminary & Waiver Requests The preliminary site plan and accompanying waivers for St. David's Anglican Church, resubmitted on March 6, 2009, has been reviewed. Current Development Engineering's Preliminary Site Plan SRC comments have been addressed. Engineering has the following comments on the waiver requests: Surface waiver comments REV 1: Surface waiver has been granted by the Zoning Administrator. REV 1: Surface waiver has been granted by the Zoning Administrator. Curb waiver comments REV 1: Comment has been addressed. Engineering recommends approval of the waiver of curbing. REV 1: Comment has not been addressed. Zoning Administrator requires bumper blocks on all parking spaces that receive the waiver of curbing. Stormwater Management Comments (for information purposes only) 111 y8 If;GN r ? ' County of Albemarle Department of Community Development Memorandum To:Summer Frederick, Planner From:Amy Pflaum, Engineering Review Division: Current Development Date:February 5, 2009 Subject: SDP200800175, St. David's Anglican Church - Preliminary & Waiver Requests The preliminary site plan for St. David's Anglican Church, resubmitted on January 22, 2009, has been reviewed. Current Development Engineering's Preliminary Site Plan SRC comments have been addressed. However, action can not be taken on this plan until the waiver requests for parking lot surfacing and curb gutter have been resolved. Engineering has the following comments on the waiver requests: Surface waiver comments 1. Please revise the waiver request to reflect the revised number of proposed parking spaces (has increased from 13 to 20 on latest plan). 2. Please calculate and submit the design ADT for the entrance and parking lot, and the required pavement section based on that ADT, using VDOT pavement design guidelines. [18- 4.12.15.a] Curb waiver comments 3. The grading of the proposed grass -lined swale does not appear to allow for a 1 -foot depth as the cross section shows. Please provide spot elevations along the centerline and edges of the channel to demonstrate the actual depth provided. Also, the swale's drainage area and flow calculation have not been revised to reflect the increase in the size of the parking lot. If the swale can not properly convey the flow from the parking lot to the bio- filter, curb and gutter will better serve this purpose. 4. Should the waiver of curb and gutter be approved, bumper blocks will be required on all parking spaces. [18- 4.12.16.e] Stormwater Management Comments (for information purposes only) 5. Although not reviewed at this time, the sizing calculation for the bio -filter has not been revised to reflect the increase in the size of the parking lot. [All stormwater management calculations and design will be reviewed once a WPO application has been submitted. Engineering approval of the Preliminary Site Plan does not include approval of the proposed stormwater management plan.] Application #:SDP2008001 i0 Short Review Con.,nents Project Name:1Saint David's Anglican Church - Prelim j 'Preliminary - Non - residential Date Completed:12/16/2008 Reviewer:Amy Pflaum Engineer Z &CD Review Status:Requested Changes Reviews Comments: Please show easement location for existing overhead electrical line. Condition of SP -00 -57 is that a 10' strip of land along State Route 654 be reserved for future dedication to VDOT ROW. Please show strip and adjust setbacks accordingly. I Please provide more depth to the "stub -out" at the rear of the parking lot to allow more room for vehicles reversing out of the rear spaces. Hard surface & curbing are required on all new parking lots (18- 4.12.15). A waiver of this requirement ' must be submitted and approved by the Zoning Administrator. Date Completed:12/09/2008 Reviewer:Andrew Slack E911 Review Status:No Objection Reviews Comments: NO OBJECTION. Date Completed:12/02/2008 Reviewer:Eryn Brennan ARB Review Status:Requested Changes Reviews Comments: This application will be reviewed by the ARB on January 5, 2009. Comments will be provided after the Imeeting. Date Completed:12/04/2008 Reviewer:Jay Schlothauer Inspections Review Status:Requested Changes Reviews Comments: Based on plans dated November 20, 2008. Provide concrete or asphalt paving for the barrier -free parking spaces' striped access aisle. Gravel does not provide a surface that is firm and stable enough for wheelchair travel. Page: 1.00 County of Albemarle Printed On: Thursday, December 18, 2008