HomeMy WebLinkAboutSUB202300063 Correspondence 2023-08-02 Final Plat (4)SHIMP ENGINEERING, P.C.
Design Focused Engineering
August 2, 2023
John Anderson
County of Albemarle
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902
RE: Response Letter #1 for SUB202300063 664 West Rio
Dear John,
Thank you for your review of the plat application for 664 West Rio. This letter contains responses to
County comments dated July 13, 2023.Our responses are as follows:
Sheet 1, Note 3: Provide date of current field run survey, and LS who performed surve\
Date of current field run survey and responsible land surveyor have been added to note
#3.
2. Sheet 3, Detail 2: It appears curves CI, C2, require an endpoint to fully define these two
curves. 3.09' appears to be a tie that does not include C1; pls. check /provide additional curve
endpoint, as needed.
Curves C1 and C2 have been merged into one curve element as C1 and C2 previously
represented two subordinate curves on either side of an interior boundary fine being
vacated. An additional distance fie of 79.90' has been added for the new ACSA water
easement shown on Inset 2, Sheet 3. This 79.90' tie is to accompany the 3.09' distance
tie, together equaling the S 45°08'20" E 82.99' right-of-way call.
3. Provide graphic endpoints for all curve -line segments; for example: C6, C5, 41.06', 41.04';
57.89', 40.20', C8, L5, C7; L39, C16, L38; L40, C17, L41. Each segment or curve should
have discrete endpoints, unless clearly obvious. See sheet 4, for examples: large bullet
endpoints (•).
All end points of easement lines not terminating at a property boundary corner
monument have been annotated with a graphic symbol.
4. Sheet 4: It is unclear why C9 and C 18 are not the same length, ref curve table sheet 1,
especially since C18, which is longer (and is portion of temporary turnaround) would extend
(as C18 does, as it continues) outside the new variable width access easement. Reviewer
assumes C9 is tangent to 218.70' (variable width access easement) line segment.
Previous values in curve table for C9 were to in computed crossing of another easement
line and was missing a length of arc. Temporary Turnaround C18 is shorter than, and
contained within C9, the latter which is indeed tangent to call S 45111'06" E 218.70'.
5. Sheet 3: Provide inset detail for Ll 1, L12; scale: 1" =10'.
On Sheet 3, a 1"=10' scale detail has been added labelled "Detail A". This detail
provides a closer view of the area shown on now Inset 3 (previously Detail 1)
surrounding calls LI1 and L12.
SHIMP ENGINEERING, P.C.
Design Focused Engineering
6. Please ensure L31 label displays on the plat (perhaps label is overlooked)
Call L31 is located on now Inset 3 (previously Detail 1) as well as on Detail A, both
shown on Sheet 3.
Note: Once plat review comments are addressed, Engineering will format SWM and public
drainage easement deeds to be recorded with the BLA plat. A SWM Maintenance Agreement
must be recorded prior to BLA plat recordation, since the Agreement is referenced by the
SWM deed recorded with the BLA plat.
Comment noted.
8. Recommend revise box text (`SUB202300029') on each sheet to read SUB202300063,
instead.
All labels indicating County project ID have been removed from plat as comments from
Mariah Gleason (Planning) indicate that this label is not a requirement for final plat
approval.
If you have any questions or concerns about these revisions, please feel free to contact me at
Stephaniekshimp-en ing eering com or by phone at 434-227-5140.
Regards,
Stephanie Paul
Shimp Engineering, P.C.