Loading...
HomeMy WebLinkAboutSDP200900007 Review Comments 2009-03-03AL I I III y' 1111110' County of Albemarle Department of Community Development Memorandum To:Justin Shimp (jshimp @ddrva.com) From:Megan Yaniglos- Senior Planner Division: Zoning & Current Development Date:March 3, 2009 Subject: SDP -2009 -007- Lewis & Clark- Final Site Plan 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 tinge. 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. 32.7.9.5 (b)] Wheel stops need to be provided to prevent damage to landscaping by vehicles in all areas where there is landscaping adjacent to the parking area. Show the wheel stops in all parking spaces that are adjacent to proposed landscaping. 2. 32.7.9.8 (a)] Show the detail for the screening fence around the dumpster. If the screening fence is less than 6 feet in height, the vegetation around the dumpster must meet the vegetative screening requirements. The vegetative screening strip shall be 20 feet in depth and consist of a double staggered row of evergreen trees or evergreen shrubs. 3. 32.7.9] There is a tree shown in the proposed trail. Move the tree outside of the trail. 4. 32.7.9] Label the proposed building on the landscape plan. 5. 32.7.9] The following trees and shrubs are not on the County's recommended plant list, revise to show plants that are in the recommended plant list: Madura pomifera, Ilex Patriot', and Sambucus nigra `Gerda'. 6. 32.7.9] There is no quantity listed for St. John's Wart. Remove from plant schedule if none are proposed. 7. 32.7.9] Autumn Brilliance Serviceberry's botanical name is Amelanchier x grandiflora NOT Amelanchier canadensis. Correct this in the plant schedule. 8. 32.7.9.7 (b)] The amount of trees required for the parking is 1 per 10 parking spaces, which equals 3.1 for the proposed 31 spaces. Therefore, 4 trees are required, you can not round down. Revise this note to state that 4 trees are required. 9. 32.5.6 (b)] On sheet C2 it states that an amendment will be needed for Phase II, however a final site plan will be required. Change all notes referring to an amendment for Phase II to a final site plan. 10. [32.5.6 (b)] Revise the special use permit conditions on sheet C2 to the correct conditions for SP2007 -024, as stated in the attached Board of Supervisors meeting minutes. 11. [32.5.6 (b)] In the Land Schedule on sheet C2 it states in the post development that there will be 19,653 sf of building, however in the Phasing schedule on the same sheet and on other sheets, it state 15,000 sf, clarify the square footage for the entire building. 1 Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext. 3004 for further information. 2 46€TwC"`»,..W. F ,i.._._ 4 ,r I yam .... 16I, "lkGl. '"s v L. '.i a County of Albemarle 3 '' 1 Department of Community Developme h- - ' Al Memorandum To:Justin Shimp (jshimp @ddrva.com) From:Megan I'aniglos- Senior Planner 7 I i - i ( ='`- -° Division: Zoning & Current Development i r Date:March 3, 2009 x 't7t' Subject: SDP -2009 -007- Lewis & Clark- Final Site Plan i- . y 1 ,ii -i 1/ ii 1 The Planner for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approve the plan referred to above when l , /( /I'' 1, the following items have been satisfactorily addressed. (The following comments are those that w have been identified at this time. Additional comments or conditions may be added or eliminated ry (a.c A n ': f ' 0.s based on further review.) [Each comment is preceded by the applicable reference to the Mi „,Albemarle County Code.]l itAl W k''"[32.7.9.5 (b)] Wheel stops need to be provided to prevent damage to landscaping by v --vehicles in all areas where there is landscaping adjacent to the parking area. Show the R 1 v , -Y : ci `` wheel stops in all parking spaces that are adjacent to proposed landscaping. 1 t 32.7.9.8 (a)] Show the detail for the screening fence around the dumpster. If thei. ,). r , A T screening fence is less than 6 feet in height, the vegetation around the dumpster mustilk. i -' -' r ' E . t _r y / 4-4Ci ..,meet the vegetative screening requirements. The vegetative screening strip shall be 20 rd `' n - - i i r' feet in depth and consist of a double staggered row of evergreen trees or evergreen tu ' 1 shrubs. c i k ,.L 32.7.9] There is a tree shownin the proposed trail. Move the tree outside of the trail. te k ,4` [32.7.9] Label the proposed building on the landscape plan.r, 1,; y---), r5. 32.7.9] The following trees and shrubs are not on the County's recommended plant list, Ok t J . tt`revise to show plants that are in the recommended plant list: Maclura pomifera, Ilex? 1=-r Patriot', and Sambucus nigra `Gerda'.1 k.-- i t t : l.(t, 6 ( 0- '-' r 32.7.9] There is no quantity listed for St. John's Wart. Remove from plant schedule if none are proposed. 42 : - r- [ 32.7.9] Autumn Brilliance Serviceberry's botanical name is Amelanchier x grandiflora NOT Anzelanchier canadensis. Correct this in the plant schedule. 8-[32.7.9.7 (b)] The amount of trees required for the parking is 1 per 10 parking spaces, which equals 3.1 for the proposed 31 spaces. Therefore, 4 trees are required, you can not round down. Revise this note to state that 4 trees are required. 32.5.6 (b)] On sheet C2 it states that an amendment will be needed for Phase II, however a final site plan will be required. Change all notes, referring to an amendment for Phase II t_o final site plan. 32.5.6 (b)] Revise the special use permit conditions on sheet C2 to the correct conditions for SP2007 -024, as stated in the attached Board of Supervisors meeting minutes. 132.5.6 (b)] In the Land Schedule on sheet C2 it states in the post development that there will be 19,653 sf of building, however in the Phasing schedule on the same sheet and on other sheets, it state 15,000 sf, clarify the square footagefor the entire building.y t.4 7 i-7 t Z, tivt ,t+ i': 1 LC,,1 . /,: r' l:cif " L ? i 2, it 1 1 E1'<'t°.'C i . 0 . 10.00 a u 7 / t ",I ,845 V c . t(t I L:0 € t C L kii t-ND°*\ \Alto° t7, L x)7' x , , . 3.) 7/k: F y•,tta. ti v p\1 1 0, 4- g ._ ill. r, pC .11,6 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:Lewis & Clark Exploratory Center [SDP200900007 & WP0200900006] Plan preparer:Timothy Miller, PE; Dominion Development Resources email: unknown] Owner /Applicant: City of Charlottesville & County of Albemarle Plan received date: 27 January 2009 Date of comments: 13 March 2009 Reviewer:John P. Diez — Engineering Technician A. Final Site Plan 1. Please provide date of topography. [18- 32.6.6, 14 -302, Policy for date] 2. Please specify that all proposed slopes steeper than 3:1 have low maintenance (not grass) ground cover on the plans. 3. We are unable to locate details or specifications on the dumpster pad. 4. All existing and proposed grades must be labeled at each 50' station point. 5. Culvert pipe sizes on the profiles do not match those of the plans. 6. Please provide Albemarle County general construction notes for streets. Please refer to the Design Standards 7. Between stations 20 +50 and 21 +00 on the travelway profile, there is a change in grade with no label or vertical curve. 8. Horizontal stationing and vertical stationing do not appear to align. Please see location of culvert A B. Stormwater Management Plan 9. SCC channel designations on sheet S4 do not correspond with sheet S9 and the calculations. 10. Water Quality Swale #1 should be designed as two swales, with one portion receiving the flow from SCC #4 and the other from SCC #5, #6, and #7. Please submit the required Water Quality Volume versus the volume provided in each swale. 11. The hatching types to designate the channel lining are not being used consistently. 12. Please address MS -19 issues in the outlet for Culvert "C ". 13. Impervious calculations for Water Quality Swale #2 do not include the drainage area for SCC #1. Water Quality Volume appears inadequate. 14. Please provide Albemarle County general stormwater notes. 15. A completed copy of the Standard Stormwater Management Maintenance Agreement and fee for recordation for the stormwater facilities required prior to final approval. [17 -304E] The forms and instructions can be found on the Community Development Department website on www. albemarle.org. Albemarle County Community Development Engineering Review Comments Page 2 of 2 C. Erosion and Sediment Control Plan 16. Please provide the correct detail for drop inlet protection 17. Construction entrance must drain to a sediment trap or sediment basin. 18. Please provide temporary and permanent seeding symbols (TS, PS) Once these comments have been addressed, please submit two (2) copies of the revised plans, calculations, and narratives to Current Development Engineering. Current Development Engineering is available from 2:30pm — 4:OOpm on Thursdays to discuss these review comments. Please contact Amy Pflaum at 434 -296 -5832 or apflaum(albemarle.org to schedule an appointment. I..I 4 1 W COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 To:Megan Yaniglos, Senior Planner From:Amy Pflaum, Engineering Review Subject:SDP - 2007 - 00065, Lewis & Clark Exploratory Center, Waiver Request Date received:04 February 2008 Date of Comment: 05 May 2008 The applicant has requested a waiver for the new construction proposed on TMP 62 -23. The waiver request was received on 04 February 2008. The engineering analysis of the requests is as follows: Waiver of the requirement for curb and gutter: The applicant has requested a waiver for the construction of curb and gutter for several portions of the parking area and travelway as required per County Code Section 18.4.12.15g. The proposed waiver request is for relief of curb and gutter requirement for the travelway which provides access from Elk Drive to the building and parking area. The proposed travelway to the site connects to an existing z. gravel travelway. This J travelway was built before the y County Code required curbProposedtie and gutter street design. Theinlocation gravel driveway ties into Elk Drive at the entrance to the park. Proposed In accordance with County Existing parking lot Code section 18-4.12.15g, the ravel road County Engineer may waive or modify this requirement if deemed necessary to accommodate SWM /BMP facility design or the existing use is located in the Rural Areas (RA) zoning district. Elk Drive The site plan is located entirely within a development area. Many of the existing Albemarle CoumyCommunity Development SDP - 2007 -00065 Waiver Requests Sheet 2 of 2 travelways and parking areas in the park have curb and gutter. The use of curb and gutter will assist with the containment of the travelway drainage. County Code section 18- 4.12.15g requires curb to be established in all parking areas of institutional developments. Gutters shall be required where necessary to control or direct stormwater runoff. Engineering has already waived the curb and gutter requirements for this project in the areas of the proposed parking lot that drain directly to proposed biofilter (SWM /BMP) facilities. The proposed grading is such that runoff will sheet flow and gutter is not necessary on any portion of the parking lot to direct the flow to the proposed biofilters. The installation of curb will neither facilitate nor hinder stormwater flow in the remaining areas of the lot. Engineering concludes that waiving the curb requirement within the entire parking lot will equally serve the public health, safety or welfare [County Code section 18- 4.12.2.c.21. The applicant has newly proposed a stormwater swale in lieu of curb and gutter to treat flow from the new portion of the access road. The applicant anticipates that the swale is a better alternative to curb and gutter as it will encourage infiltration and decrease the velocity of stormwater runoff. For Engineering to administratively waive the requirement of curb and gutter, all new portions of the access road must drain to and subsequently be treated by a water quality swale or another BMP. The conceptual stormwater management plan submitted by the applicant does not provide for the swale along all portions of the road, therefore, Engineering can not administratively waive the requirement for stormwater purposes. Engineering basis for not being able to recommend approval ofthe waiver to the Zoning Administrator is in the Ordinance, Section 17- 312.C: Stornnvater management, facilities shall he sited to rapture, to the maximum Extent practical, the rzn off from the entire land development area. Curb & gutter on both sides of the road will capture stormwater and direct it to whatever BMP is necessary to achieve the required removal rate. Allowing water to sheet flow off the road to no BMP does not satisfy Section 17- 312.0, and does not equally serve the public welfare. Therefore, Engineering does not recommend approval to this waiver request. Engineering recommends the use of curb and gutter to direct runoff to a proposed BMP, or a water quality swale on each side of the access travelway for the entire length of the new portion. Waiver of the requirement of surface materials for parking areas and access aisles design: The applicant anticipates that the new development will generate 200 trips per day on the access road, Engineering is in general accord with this prediction. Per VDOT's Pavement Design Manual, 6 -inch prime and doubleseal aggregate is an acceptable design for up to 250 vehicle trips per day. Since the proposed surface for the parking lot and travelway meet VDOT standards, no waiver is required for installation. File: \ \Cob- dts01 \cityviewlnk \Docs \2007 Applications \2007 SDPs \SDP200700065 Lewis & Clark Exploratory Center \E2 wvr ADP__07 -65 Lewis Clark Exploratory Center.doc y r; 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:Lewis & Clark Exploratory Center [SDP200900007 & WP0200900006] Plan preparer:Timothy Miller, PE; Dominion Development Resources email: unknown] Owner /Applicant: City of Charlottesville & County of Albemarle Plan received date: 27 January 2009 Rev. 1: 14 May 2009 Date of comments: 13 March 2009 Rev. 1: 4 June 2009 Reviewer:John P. Diez — Engineering Technician A. Final Site Plan B. Stormwater Management Plan Alben"1'rle County Community Development Engineering Review Comments Page 2 of 2 12. Please address MS -19 issues in the outlet for Culvert "C' ". Rev. 1) Comment has not been addressed Provide calculations_ for Culvert "C" to show that no erosion will occur on a 2-year storm. 15. A completed copy of the Standard Stormwater Management Maintenance Agreement and fee for recordation for the stormwater facilities required prior to final approval. [17 -304E] The forms and instructions can be found on the Community Development Department website on www.albemarle.org. Rev. 1) Comment has not been addressed. 16. While conducting a recent site visit, it appears that the end sections for existing culverts "B'" and C" must be replaced. C. Erosion and Sediment Control Plan 18. Construction entrance must drain to a sediment trap or sediment basin. Rev. 1) Comment has not been addressed. 20. While conducting a recent site visit, it appears that the outlet protection for existing culvert "C'" needs to be repaired. Once these comments have been addressed, please submit two (2) copies of the revised plans, calculations, and narratives to Current Development Engineering. Current Development Engineering is available from 2:30pm — 4:OOpm on Thursdays to discuss these review comments. Please contact Amy Pflaum at 434-296-5832 or apflaum @albemarle.org to schedule an appointment. Page 1 of 1 Elizabeth Marotta From: Elizabeth Marotta Sent: Monday, June 08, 2009 9:23 AM To:jshimp @ddrva.com' Subject: Lewis and Clark Justin, I have gone over Lewis and Clark submitted 5/13/09 and have just one comment. We will accept the Osage Orange (Maclura pomifera) trees, but will you please specify that they are to be the male variety? As you know, this species is not on the County's recommended plant list, however we will accept it if it is male. No need to resubmit changes now. Just please make sure this change is on the set you submit for County signature. As you recall from our telephone conversation last week, we cannot sign the final site plan until the WPO has been approved and all fees are paid. Please let me know if you have any questions. 6/8/2009 SP 2009 -07 RAJ Serv Authr Serving Conserving December 23, 2009 Mr. Neil N. Wright, P.E. Dominion Engineering 172 South Pantops Drive Charlottesville, Virginia 22911 Re: Lewis & Clark Exploratory Center Dear Mr. Wright: The plan, entitled Lewis and Clark Exploratory Center dated January 20, 2009, last revised December 11, 2009, is hereby approved for construction. One set of the approved plan is enclosed for your records. Any previously approved plans are voided with this approval. This approval is for basic compliance with the General Water & Sewer Construction Specifications of the Albemarle County Service Authority (ACSA) and does not relieve the contractor from responsibility for his work as it relates to the plan and specifications. The ACSA requires that a copy of the approved construction plan be on the job site. The contractor is responsible for marking up a copy of the approved construction plan showing as -built information and provide this data to your client at the completion of utility installation. The final as -built plan shall be submitted in a format of one paper copy and one mylar copy. A preconstruction conference shall be scheduled with the project manager to ensure coordination and answer any questions. This will be a short meeting to review the project, materials, test methods and schedule, in order to expedite construction. Please have the proper party call me at 977 -4511 to schedule the meeting. This approval is valid for a period of 18 months from this date. If construction is not in progress at the end of this time period, the approval shall be void. The pressure for water may exceed 80 psi at some meter locations). If you have any questions or if we can be of assistance, please give us a call at (434) 977 -4511. Sincerely, GMW /anw Gary M. Whelan cc: Ms. Anne Hemenway Civil Engineer State Health Department f urrent Development, Bill Fritz Bldg Codes & Zoning Services Soil Erosion Inspector Mike Lynn, Operations Manager 050601 Lewis &ClarkEngLtr122309 168 Spotnap Road • Charlottesville, VA 22911 Tel (434) 977-4511 Fax (434) 979 -0698 www.serviceauthority.org