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Home My WebLink AboutSUB201800158 Correspondence 2018-11-080 ROUDABUSH, GALE & ASSOCIATES, INC. $ A PROFESSIONAL CORPORATION S p LAND SURVEYING Serving Virginia Since 1956 ENGINEERING LAND PLANNING ENGIN'I F RING DEPARTMENT SURVEY DEPARTMENT 172 SOI: Ill PANTOPS DRIVE, STE. A 914 MONTICELLO ROAD JIM L. TAGGART, P.E. CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA22902 WILLIAM J. LEDBETTER, L.S. DON FRANCO, P.E. PHONE (434) 979-8121 PHONE (434) 977-0205 BRIAN D. JAMISON, L.S. DAVID M. ROBINSON, P.E. FAX (434) 979-1681 FAX (434) 296-5220 DAVID A. JORDAN, L.S. AMMY M. GEORGE, L.A. INFO@ROUDABUSH.COM KRISTOPHER C. WINTERS, L.S. Tori Kanellopoulos County of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 Dear Tori, Per your comments dated on the instance of October 9 2018, I offer the following responses: Planning 1. [14-302(A)(4)J Private easements. Provide the deed book and page number for all private easements. • The plat has been reviewed to ensure that all existing easements have instrument references included. Any easements shown on the plat without an instrument reference are being created with the plat. 2. [14-302(A)(9)J Building sites on proposed lots. Add a note to the first sheet: "Each proposed lot contains a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. " • Note 18 has added. 3. [14-302(B)(5)J Zoning classification. According to the County's GIS website, TMP 93A5-R is not in an Entrance Corridor, therefore that reference should be removed from Sheet 1. • References to the Entrance Corridor have been removed. 4. [14-302(B)(5)J Zoning classification. Side setbacks should be listed 10, not 15'. Please list the reference for this change. The original PRD rezoning has 15', however the approved preliminary subdivision plat has 10'. • Per the Code of Development/Proffers for Glenmore, the setbacks are to be 15'. I have confirmed this with Stewart, the previous Zoning Administrator. 5. [14-302(B)(5)J Zoning classification. Revise note: According to the County's GIS website, the steep slopes for TMP 93A5-R are preserved, not managed. • The note has been revised to state preserved. 6. [14-302(B)(5)J Zoning classification. Provide a table of dwelling units to show how many have been completed and how many will be completed for K2B, K2C and K2C-II (as these are all under the same ZMA200600016), and as the total for these Phases is I10 dwelling units. Q:\RGA\TMPROJ\387-GLENMORE K213 SMH\PLATS\K2C-H\Phase 2 Subdivision Plat\Correspondences\SUB201800158-387-K2C-H- Respl.docx • A table has been added listing the number of units built based on the Albemarle County GIS site. However, such information shown on the plat based on GIS information may not be current. See Sheet 17 for the tables. 7. [14-303(G)J Ownership of common areas. Include a note to indicate that `Glenmore Partners [or other name of the HOA]' will be the owner of all common/open areas and shall maintain them. Also include a table showing the amount of open space in Phases 1, 2, and 3. Note 19 has been added. 8. [14-317] Instrument evidencing maintenance of certain improvements. Before final approval, the roads for Phase 2 and the equestrian trail in Phase 2 will need to be bonded. Please provide a private street maintenance agreement for the roads. • Acknowledged. These details are a matter of design. 9. [ZMA2006-016 Application Plan and SUB201600061 Road Plans] As part of the rezoning, equestrian trails in the open space were shown/required. The equestrian trail is shown on SUB201600061 Road Plans for Phases 1-3 for KX-II. Engineering may have comments on the location of the trail in Phase 2, as it may overlap with the proposed stormwater management facility adjacent to lots 44 and 43. • Acknowledged. These details are a matter of design. Fire Rescue 1. Cul-de-sacs shall be 96' to allow for emergency apparatus access and turn around. This will be a requirement of any site or road plan submittal. • Acknowledged. The overall diameter of the right-of-way is 126'. 2. Street widths shall provide for a minimum of 20' of clear, unobstructed travel width. Acceptable widths can be discussed during site or road plan approval based on the designed on -street parking, if any. • Acknowledged. VDOT • VDOT approval letter attached. Engineering Sheet 3 1. C21, Add `(Total)'. • The plat has been revised with the annotation being revised as well. 2. North subdivision boundary line segment: Please revise 212.57' (Total) to read 243.80' (Total). • The annotation has been corrected with this revised plat. Sheet 4 3. Lot 46: Label SL3 • SW has been added. 4. SSES-X, E of Lots 45, 46: Label line segment distances (totaling 173.80) • Annotation of the segments has been added. QARGA\TMPR0J\387-GLENM0RE K2B SMH\PLATS\K2C-11\Phase 2 Subdivision Plat\Con•espondences\SUB201800158-387-K2C-II-Respl.docx Sheet 6 s. Provide Forest /Open Space easements. Engineering anticipates 23.60 Ac. ofForest /Open Space easement to be recorded with Glenmore Subdivision K2C-II, Phase I and 2. (Ref. Attached email to Shimp Engineering, P. C., 101812018 5: 01 PM. See also WP0201600008. • SWM Open Space/Forestal Easements have been added and shown on all Open Space Areas between all phases of the subdivision. 6. Recommend PDE between Lots 39 and 40. • The engineer has determined that a storm easement is unnecessary between Lots 39 and 40. 7. Confirm no preserved slopes lie on portion ofparcel to be subdivided. • A portion of Revised Open Space C is situated in a Steep Slope Overlay. 8. Provide and label SUM Facility Access easement to `Detention E, 'east of Lots 43, 44. Ref. Albemarle County Design Standards Manual (ACDSM), p. 12, Best Management Practices for SWM for access requirements (below). Best Management Practices for Stormwater Management: All practices must have adequate vehicle access; 10' width graded at less than 20%. Anything over 20% must be surfaced with gravel or pavement. Access must be to all structures and forebay cleanout areas. Easements must be provided over all access and facilities, to accompany deeds and agreements as available on the county website; http://www.albemarle.or /g/deptforms.asp?department=cdengwpo • An access easement between Lots 42 and 43 has been added to the plat. 9. Coordinate Deed with Engineering to accompany permanent drainage and SWMfacility easements (ref. ACDSM, link http://www.albemarle.orepartment.asp?department=cdd&relpage=4447; pg. IS) c. Drainage easements are to be labeled on plans and plats; "Drainage Easement" and "dedicated to public use". d. Drainage easement plats must be accompanied by a deed. Standard deeds are provided by the Count Attorney, along with administrative guidelines. These are also available in the documents forms center of the county website; hqp://www.atbemarte.orp-/deptforms.asp?department—cdenizwpo. • All of the storm drainage easements in this subdivision are private. ShPPt 7 10. Provide and label SWM Facility Access easement to `Detention B, 'west of Lots 1 S, 16. • An access easement between Lots 15 and 16 has been added. 11. Provide and label SUM Facility Access easement to `Detention A, 'east of Lot 13, since not provided with plat recorded at DB 4946 PG 11-44. Ref. Albemarle County Design Standards Manual (ACDSM), p. 12, Best Management Practices for SWMfor access requirements. Excerpt, DB 4946 PG 44K (No apparent platted SWMFacility `A' access easement via Lot 7-8 boundary): QARGA\TMPR0J\387-GLENM0RE K2B SMH\PLATS\K2C-11\Phase 2 Subdivision Plat\Con•espondences\SUB201800158-387-K2C-H-Respl.docx OPEN SPACE 9r SWN VAR mE � he \>t CL POE 20 LOT S TMP 093nsacz-OC-00000 OPEN SPACE C PIEDMONT NEIGHBORHOODS LP D6 4772 PG 0-27 nn ❑ 40 80 P OPEN SPACE \or 1 CL n POE / f ! 20 1 1 i 1 Y Y CL z Y POE V Y 20 Y Y LOT 7 LOT Y 1 l �I I nl 1 N1 1 i i Y i Y S\ M LOT 6 LOT 5 • An access easement between Lots 12 and 13 has been added. Inspections 1. No Objection • Acknowledged. ACSA 1. Sheet 4 — Call -out private lateral easement for Lot 46. • A lateral easement has been added. 2. Sheet 5 — Call -our private lateral easement near Lot 10 and 12. • A lateral easement has been added. Should you have any questions or comments regarding the revisions of the plat, please do not hesitate to contact me. Sincerely, David Jordan, LS Q:\RGA\TMPR0J\387-GLENM0RE K2B SMH\PLATS\K2C-H\Phase 2 Subdivision Plat\Con-espondences\SUB201800158-387-K2C-H-Respl.docx