The URL can be used to link to this page

Home My WebLink AboutSUB202100005 Review Comments Final Plat 2021-04-20V 401 McIntire Road, North Wing County of Albemarle Charlottesville, VA 22902-4579 COMMUNITY DEVELOPMENT DEPARTMENT Telephone:434-296-5832 WWW.ALBEMARLE.ORG Final Subdivision Plat review Project: Timberwood Square —Subdivision Plat Project file number: SUB2021-00005 Plan preparer: Nick Hutchinson/LS—Roudabush, Gale & Assoc [nhutchinsonAroudabush.coml Physical: 999 Second Street, Suite 200, Charlottesville, VA 22902 Mailing: 435 Merchant Square, Suite 300-159, Charlottesville, VA 22902 Owner or rep.: Highlife Townhomes Inc, 307 West Rio Road, Charlottesville, VA 22901 Plan received date: (Rev. 1) (Rev. 2) Date of comments: (Rev. 1) (Rev. 2) Plan Coordinator: Reviewer: [rhausera.stonehaus.net] 14 Jan 2021 26 Feb 2021 29 Mar 2021 3 Feb 2021 20 Mar 2021 20 Apr 2021 Kevin McCollum John Anderson SUB2021-00005 Engineering review V2 1. For sections of private access easement along Landon Lane (that include perpendicular parking) and along Lois Lane (that include perpendicular parking) where width is non -variable, label access easement width (60' private access easement, for example). Final plat must provide easement widths, if fixed, wherever possible. Remaining sections of variable -width private access easements may remain labeled as is. (Rev. 1) Withdrawn. See item 7, below. 2. 30' existing access (DB 2775 PG 734, image, below) is sufficient access for fire /rescue vehicles to transit commercial parking lot (via 30' Ex. easement) to reach bollard -blocked emergency access to Landon Lane. [Image removed with Rev. 2 comments.] Eliminate all proposed private access easement in commercial parking lot (TMP# 46B4-7B) unless specifically required by final site plan, but do not vacate existing 30' access easement at bk.-pg. 2775-734. While eliminating extraneous areas, please see review item 7. that requests new private access easement over the full length of Lois Lane, from its intersection with Landon Lane (private access easement) to intersection with public right-of-way at Timberwood Boulevard. [ eliminate blue diagonal access easement shading on IMP #46B4-7B ] (Rev. 1) Persists. Comment revised. 2/25/21, Engineering and RGA discussed access that may appear to exist for private vehicles to transit directly between TMP 46B4-7B and Landon Lane. This comment clarifies possible misunderstanding: Plat must make explicitly clear that no private access exists via emergency access. Only public emergency fire/rescue vehicles may transit directly between TMP 46B4-7B and Landon Lane. At this point, emergency access is controlled via bollards /keyed access. This access point is closed to residents and all others. No linework or Notes on subdivision plat clarify this limiting circumstance. Engineering revises comment to request Applicant place Note on plat (label insufficient) that reads: `Direct private access via bollard -controlled emergency access between IMP 46B4-7B and Landon Lane does not exist. Access is discontinuous for private use at bollards. Right of access is reserved to public (County or Commonwealth of Virginia) emergency or fire -rescue vehicles. Entry to others via emergency access is prohibited.' Applicant is welcome to propose alternative language 911 Engineering Review Comments Page 2 of 4 that effects this meaning, i.e.: Right of private access thru bollard section designed as emergency access to Timberwood Square between TMP 46B4-7B and TMP 46B4-7 (at Landon Lane) is not established by deed or prior -recorded plat. Access at this point is closed to all but local /state emergency vehicles. Private or commercial vehicular access to Landon Lane is by way of Lois Lane, a private street providing connection between Landon Lane, a private street, and Timberwood Boulevard, a public street. (Rev. 2) Addressed via plat sheet VI Note 24. I FOUND SETBACK LINE Vnri L TMP 404-70 0.731 AC 31,829 SF TMP 46B4-7A 0.174 AC 11,954 SF TMP 46B4-BI N/F FOREST UMS CONMUNTTT 9Q SF / 7 20' SANITARY 1--� SEWER EASEMEN DB 1098 PC 21 DB 1071 PC 49 EMSTINO VANA( STORMWATFA MA FACIUTY ACCESS (SHADED A DB 52M F AND NEW VARIA PRIVATE ACCESS (SEE NOTE ASSOC➢M7 ON INC ;I �1 10' PRIM no _ , ` ! RAINAPA F) Revise shading to eliminate new private access easement shown to overlap existing 30' access easement on TMP # 46B4-7, which is duplicative and may suggest owners of units at Timberwood Square may use an emergency access as alternate means of accessing the subdivision, they may not. Private (property owner) access via emergency access is not established with this plat, while existing 30' access easement provides sufficient right of entry for emergency secondary access to subdivision. Please see blue diagonal hatching, below, and remove new access wherever shading overlaps existing 30' access easement at bk.-pg 2775-734, (Rev. 1) Revised at item 2, above: request for V 1 Note (Note 24) to clarify Emergency Access Point. (Rev. 2) Addressed via Note 24. _ Q ;1 SEWERJEASEME I/ DB 10PG 2 20' PARKING DB 107171 PG 4 SETBACK & i LANDSCAPE , EASEMENT �— DB 4980 PG 395� ; Ly 1i/ N29'27'19'W_ 2AV5 / � I N07'12'33'W $ 6.12' r; l /TMP 46B4-7B ^ EXISTING VARII 1.226 AC m STORMWATER M ^' FACILITY ACCES' 53,392 SF (SHADED I no cwT I V3 Engineering Review Comments Page 3 of 4 4. Recommend C3 label (graphic portion of plat) include parenthetical total: CYT) so that readers may more readily understand C3 is a series of arcs, and more readily identify where C3 ends and line segments begin. (Rev. 1) Addressed. 5. Boundary curve C11: Add text label `L=' at 7.58' arc. (Rev. 1) Addressed. 6. Revise labels for Landon and Lois Lane that reference private street R/W to reference private access easement. Right-of-way is typically reserved for use with public roads. (Rev. 1) Withdrawn, see item 7. 7. Provide private access easement centered on Lois Lane CL that extends from Lot 25, where proposed private street R/W is shown to terminate at line segment bearing 37°28'25" (24.08'), to Timberwood Blvd. [ approximate location of blue lines, image below ] (Rev. 1) Withdrawn. Ref private skeet access established by plat at deed bk.-pg. 5427-181, specifically, plat at bk.-pg. 5427-193. / 11,iJ4JF 4?' 1.226AC VA LVIJ"'VID -+ t % S7R44'47� TH 53,392 SF PRNA RUBL R6BT R// I� _ t u' 6.52' C4 1 -40.10C- - - _ - 50' BSL 537 W25'E w 1ta57pp, 55 1F F REST TAKES COMMUNITY I d "�y01-4�15 /S-�, 7P�' TMP 46B4-BI 8. Provide deed book -page ref, for Timberwood Boulevard. (Rev. 1) Addressed. 9. Where perpendicular on -street parking is provided, widen proposed private access easement on V3 to match easement shown on V2. Replicate V2 private access easement on V3 using dash or hatching, preferably line -type (hatching) that matches V2. Delete V3 variable width private street R/W labels. V2 establishes new variable width private access easement. Please ensure V2-V3 horizontal extents of private access easement match. V2 appears to show full extent of variable width private access easements, including perpendicular parking on Landon and Lois Lanes. (Rev. 1) Withdrawn. With easement plat at bk.-pg. 5427-181 (V6 at bk.-pg. 5427-193), response to subdivision plat review comment is not possible. V4 10. Compare V4 proposed new 20' ACSA water easement with Approved SDP201800087 deed bk-pg, reference to Ex. 20' ACSA water easement (DB 5427 PG 181). Avoid proposed (duplicate) creation of ACSA (or any) easement with this final subdivision plat, if a proposed easement already exists. Carefully review instrument at deed bk.-pg. 5427-181, and revise final plat accordingly. Review Approved final site plan, SDP201800087 with care, and revise final plat to match. (Rev. 1) Partially addressed. Engineering defers to ACSA, but dimensionless depth of New 10' ACSA Water Easement (Typ.) provides no clear guidance to future lot owners. Engineering recommends dimension depth of ACSA easement into lots. (Rev. 2) Withdrawn. Engineering recommendation not accepted. Applicant response (letter d. 3/29/21): `All shown existing easements are per DB 5427 PG 181 and approved site plan. New easements shown to the same standards as prior approved easement plat at DB 5427 PG 181.' 11. Similarly, compare V4 new 20' ACSA sewer easement with SDP201800087 sheet 5 ref to existing 20' ACSA sanitary sewer easement (DB 5427 PG 181). Only non -existing easements need be proposed with SUB202100005, Timberwood Square final plat. (Rev. 1) Addressed. 12. Final subdivision plat should identify all existing easements: sight line, access, landscape, ACSA, private /public drainage, SWM facility, etc. accurately, with care. Approved SDP201800087 is reliable reference, which itself makes reference to multiple existing easements recorded at multiple locations, for example: BK-PG 5427-181, 5230-298 (plat), 5230-291 (deed), and elsewhere. (Rev. 1) Addressed, 13. V5: Revise new 20' drainage easement labels to read new 20' rip vate drainage easements, consistent with SDP201800087, sheet 9, 10. (Rev. 1) NA. No new public /private drainage proposed with subdivision plat. Multiple drainage /SWM easements are recorded, no new drainage or SWM-related easements are proposed with this final subdivision plat. Engineering Review Comments Page 4 of 4 yl 14. Note 3: Please replace February 4, 2005 with May 16, 2016. (Rev. 1) Persists. Please replace date. (Rev. 2) Comment restated, see images, and request for revision at item 14.d. below: a. Image from plat d. 12/11/20 NOTES 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE ON NOVEMBER 4, 2013 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THE SURVEY. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X' AREA DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003C0145D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. b. Image from plat d. 2/10/21 NOTES 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. SITE PLAN SDP201800087 PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC HAS BEEN USED IN THE CREATION OF THIS THIS PLAT. 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE ON FEBRUARY 4, 2016 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THE SURVEY. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X' AREA DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003C0145D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. c. Image from plat d. 3/22/21 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE 044kf }6 -U MONUMENTS FOUND TO EXIST AT THE TIME OF THE SURVEY. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X' AREA DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 510D3C0145D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. d. As follow-up: Please revisit Notes 3. and 4. and ensure Now -Note 3 references date of actual field survey, and that Now -Note 4. lists May 16, 2016 as FIRM Eff. date, consistent with 18-30.3.2. 15. Note 16: Please include reference to Stormwater Management BMP Facilities Maintenance Agreement at DB 5215 PG 175 (for S WM facility on development property). (Rev. 1) Addressed. Please feel free to call if any questions. Thank you J. Anderson 434.296-5832 -x3O69 SUB202100005 Timberwood Sgjnal plat 042021 rev2