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Home My WebLink AboutSUB201500150 Action Letter 2015-11-04�� ' •mow. r COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 November 4, 2015 Scott Collins Collins Engineering 200 Garrett Street, Suite K Charlottesville, VA 22902 RE: SUB - 2015 -150 Glenmore Section K2C- Phase II(Leake)- Preliminary Mr. Collins: The Agent for the Board of Supervisors hereby grants administrative approval to the above referenced preliminary subdivision plat. This approval shall be valid for a period of five (5) years from the date of this letter, provided that the developer submits a final plat for all or a portion of the site within one (1) year after the date of this letter as provided in the Section 14 -226 of the Code of the County of Albemarle, and thereafter diligently pursues approval of the final plat. The final plat will not be considered to have been officially submitted until the following items are received: A final plat that satisfies all of the requirements of section 14 -303 and sections 14 -304 through 14 -318 of the Code, and the conditions attached to this letter. Applicable fee outlined in the application. Please submit 8 copies of the final plat to the Community Development Department. The assigned Lead Reviewer will then distribute the plat to all reviewing agencies (for ACSA, please submit 3 copies of construction plans directly to them, as stated in their comments). Once you receive the first set of comments on the final plat, please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final plat for signature until tentative approvals for the attached conditions from the following agencies /reviewers have been obtained: SRC Members: Albemarle County Engineering Services (Engineer)- (John Anderson 434 - 296 -5832) Albemarle County Planning Services (Planner)- (Megan Yaniglos 434 - 296 -5832) Albemarle County Information Services (E911)- (Andrew Slack 434 - 296 -5832) Albemarle County Service Authority- (Alex Morrison) If you have any questions about these conditions or the submittal requirements please feel free to contact me at Extension 3004, myaniglos @albemarle.org. Sincerely, !Y "Y Megan Yaniglos Principal Planner pF AL13��r County of Albemarle Department of Community Development Memorandum To: Scott Collins From: Megan Yaniglos- Principal Planner Division: Planning Services Date: October 2, 2015 Subject: SUB - 2015 -150 Glenmore Section K2C- Phase II(Leake)- Preliminary Subdivision Plat The County of Albemarle Planning Division will grant or recommend approval of the Final Plat referenced above once the following comments have been addressed: [Each comment is preceded by the applicable reference, which is to the Subdivision /Zoning Ordinances unless otherwise specified.] 1. [ZMA2006 -016 Proffers] As part of the rezoning, the bridge over Carroll Creek was to be built. The zoning administrator and all parties agreed to a timeline for the construction of this bridge, however to date these milestones /timelines have not been met. See attached letter for further information. Final plats in accordance with this letter will not be approved until the bridge is built. 2. [14 -302 (A)(4)] Private easements. Provide the dimension for all private easements. All existing easements should be labeled with a deed book and page number. 3. [14- 302(A)(5)] Public easements. Label all public easements. It is not clear if the easements proposed are private or public, clarify. If public, state "dedicated to public use ". All existing easements should be labeled with a deed book and page number. 4. [14- 302(A)(13)] Land to be dedicated in fee or reserved. Show /label the open space on the plan with acreage information. 5. [14- 302(A)(16)] Dam break inundation zones. This is within a State Dam break inundation zone and information has been forwarded onto DCR. Comments may be forthcoming. 6. [14- 302(B)(5)] Zoning information. On sheet 2, Existing Conditions, remove the notation for Lots 9 -16. These lots are under review and are not existing conditions. The lots should also be removed from the plat. 7. [14- 302(B)(5)] Zoning information. On sheet 1- Lot Summary- Lots 9 -16 and K2C 26 lots are not approved. Revise notation to state "under review" or reference their application numbers (SUB2015 -156 and SUB2014 -181) 8. [ZMA2006 -016 Application Plan] As part of the rezoning, equestrian trails in the open space were shown /required. Show the equestrian trails in the open space and provide a detailed section. Please contact Megan Yaniglos at the Department of Community Development 296- 5832 ext. 3004 for further information. Review Comments SUB201600160 Project Name: denmore K2C Phase 2 - Preliminary Date Completed: -ridgy. October 09. 2015 Preliminary Plat Reviewer: John Andersen F1 DepartmenVDivi9ioNAgency: Engineering LJ Reviews Comments: Correction: Cul -de -sac Max. grade = 6 %_ — revised in CV_ janderson2 10!9!2015 2.25 PM 1- Final Plat requires= Approved Road Plan= Approved VSMP: and DCR concurrence of Planning recommendation of preliminary plat approval relative to state dam break inundation zone. 2_ Plat (Note) states= `The finished floors of the proposed development will be located higher than the inundation zone elevation_` With proposed grades_ it appears that first floor elevations will be above contour 304'_ Proposed grading indicates that buildable space exists on each lot_ Plans show the state dam break inundation zone Elev_ contour =304' without variation_ but County GIS indicates dam break inundation zone varies_ <304' —308'_ GIS may not reflect state dam break inundation zone with exact precision. DCR review may }yield more precise determination of dam break inundation zone for TMP# 093A5- 00 -00- 00100_ but Final Plat_ plans_ proposed grading_ and design should accurately reflect County GIS state dam break inundation zone elevations_ (Attached Engineering will not object to PPT provided- VBMP_ Road_ and Final Plat show lots above the state dam break inundation zone for this parcel. for lots being platted_ as shown on County GIS or at elevations specified by DCR_ VBMP_ Road_ and Engineering recommendation of Final Plat Approval requires conformance with any DCR request for development plan revision (design shown on preliminary plat) or recommendation required to avoid state dam break inundation zone elevations_ DCR may retain discretionary authority to determine state dam break inundation zones with precision_ DCR authority may supersede accuracy of GIS data_ (Attached) 3_ E -mail (10!8!2015 12:50 PM) states= -Design impacts preserved steep slopes at biofllter :B'_` This is incorrect. Design /sheet 4_ avoids and does not impact critical slopes_ 4_ Recommend Final Plat for Phase I/subsequent phases extend or limit street design to points just beyond intersection radius returns so there is no question of temporary turnaround design_ For example_ keeping Lots 18 and 38 with Phase II_ but drawing phase 111111 line at ROAD A Sta. 14 +25t_ 5_ ROAD PLAN. Cul -de -sac Max. grade = 6% Max_ (Road Plan review checklist. +Road Plan Application, check box item #3.. +p_7 —link- http- lfwww- abemarle _orgluploadlimageslforms_ center.( departments.+ Communit }y_Developmentlformslappl ications/ Road — Plan _ Review_ Application_pdf } 6_ ROAD PLAN- Design must ensure K sag =15_ K crest =5. 7_ ROAD PLAN. Include ditch calculations (see Collins Engineering ROAD PLAN_ Olenmore K2 C }. Review status: Bee Recommendations F1 I Page: Count( of Albemarle Printed On: '1'6'04; 20'15 precision_ DCR review may yield more precise determination of dam break inundation zone for TMP# 093A5- 00- 00- 00100, but Final Plat, plans, proposed grading, and design should accurately reflect County GIS state dam break inundation zone elevations_ (Attached) Engineering will not objiect to PPT provided= V MP, Road, and Final Plat show lots above the state dam break inundation zone for this parcel, for lots being platted, as shown on County GIS or at elevations specified by DCR_ V MP, Road, and Engineering recommendation of Final Plat Approval requires conformance with any DCR request for development plan revision (design shown on preliminary plat) or recommendation required to avoid state dam break inundation zone elevations_ DCR may retain discretionary authority to determine state dam break inundation zones with precision_ DCR authority may supersede accuracy of GIS data_ (Attached) 3_ E -mail (101812015 12:50 PM) states: 'Design impacts preserved steep slopes at biofllter 'B'_A This is incorrect_ Design /sheet 4, avoids and does not impact critical slopes_ 4_ Recommend Final Plat for Phase I/subsequent phases extend or limit street design to points just beyond intersection radius returns so there is no question of temporary turnaround design_ For example, keeping Lots 18 and 38 with Phase II, but drawing phase 111111 line at ROAD A ta_ 14 +25t_ 5_ ROAD PLAN: Cul -de -sac Max_ grade = 6% Max_ (Road Plan review checklist /Road Plan Application, check box item #31p_7 —link: http:llwww_aIbemarle_orgl upload! images! forms_ centerfdepartrnentslOommunity _D eve Iopmentlforms. appl ications! Road — Plan _ Review_, �.pplication_pdf ) 6_ ROAD PLAN: Design must ensure K sag =15, K crest =5_ 7_ ROAD PLAN: Include ditch calculations (see Collins Engineering ROAD PLAN, Glenmore K2C)_ 8_ VMP: SWIVI Facility design appears feasible_ Recommend obtain permit for all BMPs as DRAFT 2013 bioretention design specifications (if adopted) will affect V IVIP design and approval, and perhaps Lot design_ 9_ VMP: 9VAC25- 870- 66_B_3 Applies — Demonstrate channel protection, Energy balance_ 10_ V MP: Reference Proffer (Approved 14-Nov 2007, ZMA200600016) item #6 with ESC Plan design_ 11_ V MP: Provide WMlBMP Facility Access to each storm water management facility - 12_ VMP1Final Plat: Provide Private SWMIBMP Facility Easements that record with Plat_ janderson2 101912015 1:57 PM Review status: See Recommendations Page: County of Albemarle Printed On: 11 104120'15 Megan Yaniglos From: Alex Morrison < amorrison @serviceauthority.org> Sent: Monday, October 05, 2015 9:58 AM To: Megan Yaniglos Subject: SUB201500150: Glenmore K2C Phase 2 - Preliminary Megan, I have reviewed SUB201500150 and have the following comments: Show the Glenmore Sewer Agreement Boundary on the plat. Include a table that lists all lots that are bisected by the Glenmore Sewer Agreement Boundary. The table shall include (for each lot) total acreage, acreage within the Glenmore Sewer Agreement Boundary and acreage outside of the Glenmore Sewer Agreement Boundary. Alexander J. Morrison, P.E. Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (0) 434 - 977 -4511 Ext. 116 (C) 434 - 981 -5577 (F) 434 - 979 -0698 Review Comments UB201500150 Project Name: ;lenmore K2C Phase 2 - Preliminary Date Completed: = ridgy, August 28. 2015 Preliminary Plat Reviewer: Andrew Slack D e pa rtm e ntfD ivis i o nfAg e n cy: E911 Reviews Comments: Review status: I Requested Changes F-] I Page: County of Albemarle Printed On: '10106120'15 Review Comments UB201500150 Project Name: denmore K2C Phase 2 - Preliminary Date Completed: = riclay, October 02, 2015 Preliminary Plat Reviewer: Robbie Gilmer DepartmentfDivisionfAgency: Fire Rescue Reviews Comments: Review Status: Requested Changes Page: County of Albemarle Printed On: 101061 1515 <a COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper. Vrgmia 22701 Charles A. Kilpatrick, P.E. Commissioner October 1, 2015 Ms. Megan Yaniglos County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Re: SUB - 2015 -00156 Glenmore Section K2C Subdivision Plat Lots 9 -16 Dear Ms. Yaniglos, We have reviewed the Glenmore Section K2C plat for lots 9 -16, dated August 24, 2015, as submitted by Commonwealth Land Surveying. The proposed lots will access a private road system. Therefore, VDOT has no objection to the final plat as submitted. If you need additional information concerning this project, please do not hesitate to contact me at (434) 422 -9894. Sincerely, Shelly A. Plaster Land Development Engineer Culpeper District WE KEEP VIRGINIA MOVING