HomeMy WebLinkAboutSUB201400108 Review Comments Final Plat 2014-12-22Short Review Comments Report for:
SUB201400108
SubApplication Type:
Parcel 1 - Out of Bounds - Final
Final Plat
Date Completed:08/13/2014
Reviewer:Megan Yaniglos CDD Planning
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:08/12/2014
Reviewer:John Anderson CDD Engineering
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:07/17/2014
Reviewer:Robbie Gilmer Fire Rescue Admin
Review Status:No Objection
Reviews Comments:Based on plans dated 6/10/14
No Comments or objections
Division:
Date Completed:08/04/2014
Reviewer:Troy Austin VDOT
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:07/28/2014
Reviewer:Alexander Morrison ACSA
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:11/10/2014
Reviewer:Megan Yaniglos CDD Planning
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:12/10/2014
Reviewer:John Anderson CDD Engineering
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:11/26/2014
Reviewer:Troy Austin VDOT
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:12/02/2014
Reviewer:Alexander Morrison ACSA
Review Status:No Objection
Reviews Comments:
Division:
Page:1 of 2 County of Albemarle Printed On:December 30, 2016
Date Completed:12/12/2014
Reviewer:John Anderson CDD Engineering
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:12/22/2014
Reviewer:John Anderson CDD Engineering
Review Status:See Recommendations
Reviews Comments:Plat not for recordation -copy showing control points to submeter accuracy -copy given to Andrew
Slack, ACCD/GIS, (janderson2 12/22/2014 4:22 PM)
Division:
Page:2 of 2 County of Albemarle Printed On:December 30, 2016
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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:
Plan preparer
Owner or rep.:
Plan received date:
(Rev. 1)
(Rev. 2)
Date of comments:
(Rev. 1)
(Rev. 2)
Reviewer:
Plan Coordinator:
Phase 1 — Out of Bounds
Roger W. Ray & Assoc. Inc, 1717 -1B Allied St, Charlottesville, VA 22903,
rwrinc(a-)earthlink.net; Justin Shimp / Shimp Engineering PC, 201 E. Main St.,
Suite M, Charlottesville, VA 22902 — justingshimp -en ing eering corn
Barracks Heights LLC, 195 Riverbend Drive, Charlottesville, VA 22911
10 July 2014
5 November 2014
12 December 2014/ at Meeting
12 August 2014
10 December 2014
12 December 2014 —No objection
John Anderson
Megan Yaniglos
Final Plat (SUB201400108)
(A plat is a record ofproperty division or reservation. Code Chapter 14)
Sheet 1 of 4 —
1. Furnish line table data for M17, M18, M19, M20, and M21. (Rev. 1) Comment addressed.
2. Title: confirm platting is for Block 4B, Lots 13 -26. Revise title to include Lots 27 -38, if necessary. (Rev.
1) Comment addressed.
Sheet 2 of 4 —
3. Add BLOCK 2 label, Lot 52. (Rev. 1) Comment addressed.
4. Sidewalk facing Barracks Road must be included within public RW, or provide sidewalk maintenance
agreement. [Ref area between curves C1 and C13] (Rev. 1) Comment not addressed withdrawn (Rev.
2/Review error).
5. Show endpoint Line L1 west of C12, at intersection of Line L 1 and L2, not on or along Curve C12. (Rev.
1) Comment addressed.
6. For 20' sanitary sewer easement adjacent to stormwater easement: eliminate line segment depicting sanitary
easement that extends inside eastern (outside) boundary of 20' easement, just above Line L7 label. (Rev. 1)
Comment addressed.
7. Furnish CL bearing and distance for this 20' sanitary sewer easement ( #6, above). (Rev. 1) Comment
addressed.
8. At east end Open Space B, furnish inset at adjusted scale to show that 0.40' length is included with 8.00'
boundary that bears S37 °14'54 ". Although intuitively clear, magnified scale is required to clearly delineate
this boundary of Open Space B, to show why the 8.00' line segment is split into 7.60' and 0.40' segments
(likely because C2 intersects boundary at this point). (Rev. 1) Comment addressed.
9. Along boundary north of Georgetown Road, label one of the two unlabeled segments of the 142.14' line
bearing N37 °00'28 "E. L12 and L13 define 2 of 4 segments of this line, leaving two segments unlabeled.
(Rev. 1) Comment addressed.
10. West of C14, label reads "L = 8.64." Furnish bearing if this is a line, or curve data if curve (define). (Rev.
1) Comment not addressed withdrawn (Rev. 2/Review error).
Engineering Review Comments
Page 2 of 3
11. C6: this is a portion of D14 (sheet 3). 95'f of D14, a 185.69' curve, is visible on sheet 2 (labeled C6). It is
not possible to show both endpoints of C6. Re -label C6 as D 14 to establish they are one and the same.
(Rev. 1) Comment addressed.
12. Need bearing- distance tie for garage, Lot 52. (Rev. 1) Comment addressed.
13. Need tie for 2 -story brick dwelling, Lot 52. 51.1' perpendicular distance to curve is an indefinite tie. (Rev.
1) Comment not addressed withdrawn (Rev. 2/Review error).
14. Boundary bearing N45 °56' 19 "W, SW corner Lot 52, appears to be 141.41' not 119.93' - please revise as
necessary. (Rev. 1) Comment addressed.
15. The waterline easement CL curve C17 includes are labeled L= 11.54'; please revise label to read C =
11.54', or appropriate nomenclature for curves rather than L= 11.54' which suggests a line segment. (Rev.
1) Comment not addFeSsed withdrawn (Rev. 2/Review error).
16. Three future lots allowed under ZMA201200003 are defined relative to garage and 2 -story dwelling. Given
this, break 137' line segment (N47 °39'00 "E) which is north boundary of three future lots, into at least two
segments to establish a definite east boundary of three future lots. (Rev. 1) Comment not addressed
withdrawn (Rev. 2/Review error).
17. Furnish bearing and distance of east or west boundary, three future lots. West boundary is partially defined.
(Rev. 1) Comment not addressed withdrawn (Rev. 2/Review error).
18. On west edge of residue boundary, extend sanitary sewer 120.83' CL further east to match final site plan.
(Rev. 1) Comment addressed.
19. Although possible to locate sanitary sewer line easement (N47 °39'00 "E, 120.83') via sheet 3 tie, furnish tie
that defines this sanitary sewer easement CL location without reference to plat sheet 3. (Rev. 1) Comment
not addressed withdrawn (Rev. 2/Review error).
20. Furnish bearing /distance for unlabeled boundary at west corner of 2.07 Ac. residue (Tax Map 60 Parcel 65);
L appears to be 125.00'. (Rev. 1) Comment addressed.
21. Show water line easement that extends from west boundary of residue parcel to point approximately 23'
east of C17 of 20' waterline easement shown on sheet 2. (Rev. 1) Comment not addressed withdrawn
(Rev. 2 /reserved, to be shown on future plat).
Sheet 3 of 4 -
22. Dashed property line boundary shown intersecting 141.41' line bearing S45 °56' 19 "E has incorrect location;
please revise. (Rev. 1) Comment not addressed. (Rev. 2) Comment addressed.
23. The only tie to 20' sanitary sewer easement on sheet 3 (or 2) is 5.05' offset from east boundary of Lot 2,
which is insufficient. Furnish an additional tie for sanitary sewer easement, sheet 3. (Rev. 1) Comment
not addressed withdrawn (Rev. 2/Review error).
Sheet 4 of 4 -
24. Add BLOCK 5 label. (Rev. 1) Comment not addFessed withdrawn (Rev. 2/Review error).
25. S boundary, Lot 26, recommend list line length as 61.16', not 58.51', consistent with pattern elsewhere.
(Rev. 1) Recommendation not accepted.
26. Sanitary sewer easement bearing - distance furnished. Please furnish Waterline easement bearing- distance.
(Rev. 1) Comment addressed. [M -20]
27. Show Town Mews Lane access easement, north end, with radius that includes pavement shown on road
plans; include radius to west and thin sliver of pavement above waterline easement that includes M19.
(Rev. 1) Comment addressed.
28. Waterline easement that includes M19 shows end of waterline feature labeled BCA - unfamiliar with this
abbreviation, explain how proposed easement offers sufficient length/width to install and maintain BCA.
(Rev. 1) Comment not addressed withdrawn (Rev. 2 /Review error).
29. At south end waterline easement, review and revise if necessary easement length -width to accommodate
hydrant installation and maintenance: 5.5' dimension, in particular, appears insufficient. Defer to ACSA.
(Rev. 1) Comment not addressed withdrawn (Rev. 2/Review error).
30. 20' sanitary easement shown on Block 4B is comprised of two line segments. Furnish distance - bearing for
sanitary sewer easement CL or boundary segments. (Rev. 1) Comment addressed.
31. North end Town Mews Lane does not include access easement for fire truck turnaround. Furnish easement
for this purpose dedicated to public use, similar to sheet 3. [Code 14- 410.D.; § 14 -428] (Rev. 1) Comment
addressed. As follow -up, label private access easement. (Rev. 1) Comment not addressed withdrawn
(Rev. 2/Review error /was labeled).
Engineering Review Comments
Page 3 of 3
32. Town Mews Access easement should include sidewalks. Alternatively, furnish Sidewalk Maintenance
Agreements for Lots 13 -38. (Rev. 1) Comment not addFeSSed withdrawn (Rev. 2/Review error).
Plat, general —
33. Furnish control points: "At least four (4) control points, evenly distributed across the property and located
at survey property corners, and shown on each sheet depicting the property." (Rev. 1) Comment
addressed 3 irons set (2009), sheet 2; 2 pipes found (2009), sheet . (Rev. 2) Will furnish control
points to ACCD /GIS Division.
34. AC Code 14- 303.1. requires "A definite bearing and distance tie between not less than two (2) permanent
monuments on the exterior boundary of the property and further tie to existing street intersection where
possible and reasonably convenient." Furnish ties to permanent monuments. [Also, § 14- 421.A. -B.] (Rev.
1) Comment net addressed (Rev. 2 1was addressed: —3 irons set (2009), sheet 2; 2 pipes found (2009),
sheet 4).
35. Approved road plan must be bonded or built prior to final plat approval. (Rev. 1) Comment net
addFessed withdrawn (Rev. 2 /road plan bonded).
John Anderson
ACCD — 434.296 -5832 ext 3069
SUB201400108- OutofBounds- FPT- 121214 -rev2
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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:
Phase 1 — Out of Bounds
Plan preparer:
Roger W. Ray & Assoc. Inc, 1717 -1B Allied St, Charlottesville, VA 22903,
rwrinc(&earthlink.net; Justin Shimp / Shimp Engineering PC, 201 E. Main St.,
Suite M, Charlottesville, VA 22902 — justingshimp -en ing eering corn
Owner or rep.:
Barracks Heights LLC, 195 Riverbend Drive, Charlottesville, VA 22911
Plan received date:
10 July 2014
(Rev. 1)
5 November 2014
Date of comments:
12 August 2014
(Rev. 1)
10 December 2014
Reviewer:
John Anderson
Plan Coordinator: Megan Yaniglos
Final Plat (SUB201400108)
(A plat is a record ofproperty division or reservation. Code Chapter 14)
Sheet 1 of 4 —
1. Furnish line table data for M17, M18, M19, M20, and M21. (Rev. 1) Comment addressed.
2. Title: confirm platting is for Block 413, Lots 13 -26. Revise title to include Lots 27 -38, if necessary. (Rev.
1) Comment addressed.
Sheet 2 of 4 —
3. Add BLOCK 2 label, Lot 52. (Rev. 1) Comment addressed.
4. Sidewalk facing Barracks Road must be included within public RW, or provide sidewalk maintenance
agreement. [Ref area between curves C1 and C13] (Rev. 1) Comment not addressed.
5. Show endpoint Line L1 west of C12, at intersection of Line L1 and L2, not on or along Curve C12. (Rev.
1) Comment addressed.
6. For 20' sanitary sewer easement adjacent to stormwater easement: eliminate line segment depicting sanitary
easement that extends inside eastern (outside) boundary of 20' easement, just above Line L7 label. (Rev. 1)
Comment addressed.
7. Furnish CL bearing and distance for this 20' sanitary sewer easement ( #6, above). (Rev. 1) Comment
addressed.
8. At east end Open Space B, furnish inset at adjusted scale to show that 0.40' length is included with 8.00'
boundary that bears S37 °14'54 ". Although intuitively clear, magnified scale is required to clearly delineate
this boundary of Open Space B, to show why the 8.00' line segment is split into 7.60' and 0.40' segments
(likely because C2 intersects boundary at this point). (Rev. 1) Comment addressed.
9. Along boundary north of Georgetown Road, label one of the two unlabeled segments of the 142.14' line
bearing N37 °00'28 "E. L12 and L13 define 2 of 4 segments of this line, leaving two segments unlabeled.
(Rev. 1) Comment addressed.
10. West of C14, label reads "L = 8.64." Furnish bearing if this is a line, or curve data if curve (define). (Rev.
1) Comment not addressed.
11. C6: this is a portion of D14 (sheet 3). 95'f of D14, a 185.69' curve, is visible on sheet 2 (labeled C6). It is
not possible to show both endpoints of C6. Re -label C6 as D 14 to establish they are one and the same.
(Rev. 1) Comment addressed.
Engineering Review Comments
Page 2 of 3
12. Need bearing- distance tie for garage, Lot 52. (Rev. 1) Comment addressed.
13. Need tie for 2 -story brick dwelling, Lot 52. 51.1' perpendicular distance to curve is an indefinite tie. (Rev.
1) Comment not addressed.
14. Boundary bearing N45 °56' 19 "W, SW corner Lot 52, appears to be 141.41' not 119.93' - please revise as
necessary. (Rev. 1) Comment addressed.
15. The waterline easement CL curve C17 includes arc labeled L= 11.54'; please revise label to read C =
11.54', or appropriate nomenclature for curves rather than L= 11.54' which suggests a line segment. (Rev.
1) Comment not addressed.
16. Three future lots allowed under ZMA201200003 are defined relative to garage and 2 -story dwelling. Given
this, break 137' line segment (N47 °39'00 "E) which is north boundary of three future lots, into at least two
segments to establish a definite east boundary of three future lots. (Rev. 1) Comment not addressed.
17. Furnish bearing and distance of east or west boundary, three future lots. West boundary is partially defined.
(Rev. 1) Comment not addressed.
18. On west edge of residue boundary, extend sanitary sewer 120.83' CL further east to match final site plan.
(Rev. 1) Comment addressed.
19. Although possible to locate sanitary sewer line easement (N47 °39'00 "E, 120.83') via sheet 3 tie, furnish tie
that defines this sanitary sewer easement CL location without reference to plat sheet 3. (Rev. 1) Comment
not addressed.
20. Furnish bearing /distance for unlabeled boundary at west corner of 2.07 Ac. residue (Tax Map 60 Parcel 65);
L appears to be 125.00'. (Rev. 1) Comment addressed.
21. Show water line easement that extends from west boundary of residue parcel to point approximately 23'
east of C17 of 20' waterline easement shown on sheet 2. (Rev. 1) Comment not addressed.
Sheet 3 of 4 -
22. Dashed property line boundary shown intersecting 141.41' line bearing S45 °56' 19 "E has incorrect location;
please revise. (Rev. 1) Comment not addressed.
23. The only tie to 20' sanitary sewer easement on sheet 3 (or 2) is 5.05' offset from east boundary of Lot 2,
which is insufficient. Furnish an additional tie for sanitary sewer easement, sheet 3. (Rev. 1) Comment
not addressed.
Sheet 4 of 4 -
24. Add BLOCK 5 label. (Rev. 1) Comment not addressed.
25. S boundary, Lot 26, recommend list line length as 61.16', not 58.51', consistent with pattern elsewhere.
(Rev. 1) Recommendation not accepted.
26. Sanitary sewer easement bearing - distance furnished. Please furnish Waterline easement bearing- distance.
(Rev. 1) Comment addressed. [M -20]
27. Show Town Mews Lane access easement, north end, with radius that includes pavement shown on road
plans; include radius to west and thin sliver of pavement above waterline easement that includes M 19.
(Rev. 1) Comment addressed.
28. Waterline easement that includes M19 shows end of waterline feature labeled BCA - unfamiliar with this
abbreviation, explain how proposed easement offers sufficient length/width to install and maintain BCA.
(Rev. 1) Comment not addressed.
29. At south end waterline easement, review and revise if necessary easement length -width to accommodate
hydrant installation and maintenance: 5.5' dimension, in particular, appears insufficient. Defer to ACSA.
(Rev. 1) Comment not addressed.
30. 20' sanitary easement shown on Block 4B is comprised of two line segments. Furnish distance - bearing for
sanitary sewer easement CL or boundary segments. (Rev. 1) Comment addressed.
31. North end Town Mews Lane does not include access easement for fire truck turnaround. Furnish easement
for this purpose dedicated to public use, similar to sheet 3. [Code 14- 410.D.; § 14 -428] (Rev. 1) Comment
addressed. As follow -up, label private access easement.
32. Town Mews Access easement should include sidewalks. Alternatively, furnish Sidewalk Maintenance
Agreements for Lots 13 -38. (Rev. 1) Comment not addressed.
Plat, general -
33. Furnish control points: "At least four (4) control points, evenly distributed across the property and located
at survey property corners, and shown on each sheet depicting the property." (Rev. 1) Comment
addressed - 3 irons set (2009), sheet 2; 2 pipes found (2009), sheet 4.
Engineering Review Comments
Page 3 of 3
34. AC Code 14- 303.I. requires "A definite bearing and distance tie between not less than two (2) permanent
monuments on the exterior boundary of the property and further tie to existing street intersection where
possible and reasonably convenient." Furnish ties to permanent monuments. [Also, § 14- 421.A. -B.] (Rev.
1) Comment not addressed.
35. Approved road plan must be bonded or built prior to final plat approval. (Rev. 1) Comment restated.
Sincerely,
John Anderson
ACCD — 434.296 -5832 ext 3069
SUB201400108- OutofBounds- FPT- 121014 -rev 1
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County of Albemarle
Department of Community Development
Memorandum
To: Roger Ray (rwrinc @earthlink.net)
From: Megan Yaniglos- Senior Planner
Division: Planning Services
Date: agust ls, ZU14
Rev1: November 17, 2014
Subject: SUB - 2014 -108- Out of Bounds- Phase I- Final 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. [14- 303(E)] The turnaround for Town Mews Lane is not shown on the plat.
Provide the easement for this turnaround.
Rev1: Comment addressed.
2. [14- 303(G)] State the ownership for all the proposed Open Space.
Rev1: Comment addressed.
3. [14- 303(L)] If any site distance easements will be outside of the right of way,
show them on the plat.
Rev1: Comment not addressed.
4. [14- 303(N)] Providc Ll VV iu,iowing statement on the plat for Town Mews Lane:
"The private streets in this subdivision may not meet the standards for
acceptance into the secondary system of state highways and will not be
maintained by the Virginia Department of Transportation or the County of
Albemarle."
Rev1: Comment addressed.
5. [14 -306] Provide a private street maintenance agreement for Town Mews Lane.
Rnv1 - re- --nnn4 nrlrlrnccnrl
6. [14 -317] Provide deeds for the maintenance of the open space or provide the
HOA document that states who will maintain these areas. Also, provide deeds for
the private access easements on the lots.
Rev1: Revise per Greg Kamptner's comments.
Please contact Megan Yaniglos at the Department of Community Development 296-
5832 ext. 3004 for further information.
Megan Yaniglos
From: Anita Ray Dunnivan [anitaray2@earthlink.net]
Sent: Friday, October 17, 2014 2:35 PM
To: Megan Yaniglos
Cc: 'Roger W. Ray &Assoc., Inc.'; 'Justin Shimp, P.E.'
Subject: FW: "Out of Bounds" revisions
Attachments: 13803N plat- Out of Bounds-Phase I-revised 8282014-SHEET 4.pdf; 13803N plat- Out of
Bounds-Phase I-revised 8282014-SHEET 3.pdf; 13803N plat- Out of Bounds-Phase I-SHEET
1.pdf; 13803N plat- Out of Bounds-Phase I-revised 10102014-SHEET 2.pdf
Megan,
I've attached a revised copy of the plat for"Out of Bounds".
Please see below for the items we're revised etc.
We also added a sign easement to sheet 2 and a construction & maintenance easement.
For comments that state Shimp Engineering to address-Justin Shimp would like for you to call him once you review the
revised plat, so that he may schedule an appointment to meet with you.
Planning Dept,comments-
1. We added- see sheet 4
2. We added a note- see 6 on sheet 1
3. Shimp Engineering to verify
4. We added note- see F on sheet 1
5. Shimp Engineering to address
6. Shimp Engineering to address
VDOT comments-
1. Shimp Engineering to address
2. Shimp Engineering to address
3. Shimp Engineering to address
A.Cs/\cp rr m=€nt=...
1. Added note-see note 5 on sheet 1
2. We added New ACSA
3. We added
4. Part of Phase 2 (to be platted with Phase 2)
5. We added
6. We added
Engineering comments,.
1. We added
2. We revised
3. We revised
4. The sidewalk is shown on the Site Plan as being in right-of-way
5. We showed
6. We removed
7. We added
1
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County of Albemarle
Department of Community Development
Memorandum
To: Roger Ray (rwrinc @earthlink.net)
From: Megan Yaniglos- Senior Planner
Division: Planning Services
Date: August 13, 2014
Subject: SUB - 2014 -108- Out of Bounds- Phase I- Final 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. [14- 303(E)] The turnaround for Town Mews Lane is not shown on the plat.
Provide the easement for this turnaround.
2. [14- 303(G)] State the ownership for all the proposed Open Space.
3. [14- 303(L)] If any site distance easements will be outside of the right of way,
show them on the plat.
4. [14- 303(N)] Provide the following statement on the plat for Town Mews Lane:
"The private streets in this subdivision may not meet the standards for
acceptance into the secondary system of state highways and will not be
maintained by the Virginia Department of Transportation or the County of
Albemarle."
5. [14 -306] Provide a private street maintenance agreement for Town Mews Lane.
6. [14 -317] Provide deeds for the maintenance of the open space or provide the
HOA document that states who will maintain these areas. Also, provide deeds for
the private access easements on the lots.
Please contact Megan Yaniglos at the Department of Community Development 296-
5832 ext. 3004 for further information.
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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: Phase 1 — Out of Bounds
Plan preparer: Roger W. Ray & Assoc. Inc, 1717 -1B Allied St, Charlottesville, VA 22903,
rwrinc(&earthlink.net; Justin Shimp / Shimp Engineering PC, 201 E. Main St.,
Suite M, Charlottesville, VA 22902 — justingshimp -en ing eering corn
Owner or rep.: Barracks Heights LLC, 195 Riverbend Drive, Charlottesville, VA 22911
Plan received date: 10 July 2014
Date of comments: 12 August 2014
Reviewer: John Anderson
Plan Coordinator: Megan Yaniglos
Final Plat (SUB201400108)
(A plat is a record ofproperty division or reservation. Code Chapter 14)
Sheet 1 of 4 —
1. Furnish line table data for M17, M18, M19, M20, and M21.
2. Title: confirm platting is for Block 413, Lots 13 -26. Revise title to include Lots 27 -38, if necessary.
Sheet 2 of 4 —
3. Add BLOCK 2label, Lot 52.
4. Sidewalk facing Barracks Road must be included within public RW, or provide sidewalk maintenance
agreement. [Ref area between curves C1 and C13]
5. Show endpoint Line L1 west of C12, at intersection of Line L1 and L2, not on or along Curve C12.
6. For 20' sanitary sewer easement adjacent to stormwater easement: eliminate line segment depicting sanitary
easement that extends inside eastern (outside) boundary of 20' easement, just above Line L7 label.
7. Furnish CL bearing and distance for this 20' sanitary sewer easement ( #6, above).
8. At east end Open Space B, furnish inset at adjusted scale to show that 0.40' length is included with 8.00'
boundary that bears S37 °14'54 ". Although intuitively clear, magnified scale is required to clearly delineate
this boundary of Open Space B, to show why the 8.00' line segment is split into 7.60' and 0.40' segments
(likely because C2 intersects boundary at this point).
9. Along boundary north of Georgetown Road, label one of the two unlabeled segments of the 142.14' line
bearing N37 °00'28 "E. L12 and L13 define 2 of 4 segments of this line, leaving two segments unlabeled.
10. West of C14, label reads "L = 8.64." Furnish bearing if this is a line, or curve data if curve (define).
11. C6: this is a portion of D14 (sheet 3). 95'f of D14, a 185.69' curve, is visible on sheet 2 (labeled C6). It is
not possible to show both endpoints of C6. Re -label C6 as D 14 to establish they are one and the same.
12. Need bearing- distance tie for garage, Lot 52.
13. Need tie for 2 -story brick dwelling, Lot 52. 51.1' perpendicular distance to curve is an indefinite tie.
14. Boundary bearing N45 °56' 19 "W, SW corner Lot 52, appears to be 141.41' not 119.93' — please revise as
necessary.
15. The waterline easement CL curve C17 includes arc labeled L= 11.54'; please revise label to read C =
11.54', or appropriate nomenclature for curves rather than L= 11.54' which suggests a line segment.
16. Three future lots allowed under ZMA201200003 are defined relative to garage and 2 -story dwelling. Given
this, break 137' line segment (N47 °39'00 "E) which is north boundary of three future lots, into at least two
segments to establish a definite east boundary of three future lots.
Engineering Review Comments
Page 2 of 2
17. Furnish bearing and distance of east or west boundary, three future lots. West boundary is partially defined.
18. On west edge of residue boundary, extend sanitary sewer 120.83' CL further east to match final site plan.
19. Although possible to locate sanitary sewer line easement (N47 °39'00 "E, 120.83') via sheet 3 tie, furnish tie
that defines this sanitary sewer easement CL location without reference to plat sheet 3.
20. Furnish bearing/distance for unlabeled boundary at west corner of 2.07 Ac. residue (Tax Map 60 Parcel 65);
L appears to be 125.00'.
21. Show water line easement that extends from west boundary of residue parcel to point approximately 23'
east of C 17 of 20' waterline easement shown on sheet 2.
Sheet 3 of 4 —
22. Dashed property line boundary shown intersecting 141.41' line bearing S45 °56' 19 "E has incorrect location;
please revise.
23. The only tie to 20' sanitary sewer easement on sheet 3 (or 2) is 5.05' offset from east boundary of Lot 2,
which is insufficient. Furnish an additional tie for sanitary sewer easement, sheet 3.
Sheet 4 of 4 —
24. Add BLOCK 5 label.
25. S boundary, Lot 26, recommend list line length as 61.16', not 58.51', consistent with pattern elsewhere.
26. Sanitary sewer easement bearing - distance furnished. Please furnish Waterline easement bearing- distance.
27. Show Town Mews Lane access easement, north end, with radius that includes pavement shown on road
plans; include radius to west and thin sliver of pavement above waterline easement that includes M 19.
28. Waterline easement that includes M19 shows end of waterline feature labeled BCA — unfamiliar with this
abbreviation, explain how proposed easement offers sufficient length/width to install and maintain BCA.
29. At south end waterline easement, review and revise if necessary easement length -width to accommodate
hydrant installation and maintenance: 5.5' dimension, in particular, appears insufficient. Defer to ACSA.
30. 20' sanitary easement shown on Block 4B is comprised of two line segments. Furnish distance - bearing for
sanitary sewer easement CL or boundary segments.
31. North end Town Mews Lane does not include access easement for fire truck turnaround. Furnish easement
for this purpose dedicated to public use, similar to sheet 3. [Code 14- 410.D.; § 14 -428]
32. Town Mews Access easement should include sidewalks. Alternatively, furnish Sidewalk Maintenance
Agreements for Lots 13 -38.
Plat, general —
33. Furnish control points: "At least four (4) control points, evenly distributed across the property and located
at survey property corners, and shown on each sheet depicting the property."
34. AC Code 14- 303.I. requires "A definite bearing and distance tie between not less than two (2) permanent
monuments on the exterior boundary of the property and further tie to existing street intersection where
possible and reasonably convenient." Furnish ties to permanent monuments. [Also, § 14- 421.A. -B.]
35. Approved road plan must be bonded or built prior to final plat approval.
Sincerely,
John Anderson
ACCD — 434.296 -5832 ext 3069
SUB201400108- OutofBounds -FPT- 081214
COMMONWEALTH o f VIRGINIA
DEPARTMENT OF TRANSPORTATION
1604 Orange Road
Culpeper, Virginia 22701
Charles A. Kilpatrick, P.E.
Commissioner
August 4, 2014
Ms. Megan Yaniglos
Senior Planner
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Re: SUB -2014 -00108 Out of Bounds, Phase I Final Plat
Dear Ms. Yaniglos:
We have reviewed the final plat Out of Bounds, Phase I dated June 10, 2014 as submitted by
Roger Ray & Associates, Inc. and offer the following comments:
1. The final plat appears to be in general agreement with the most recent submittal for the
site plan of Out of Bounds. This site plan has not been approved by VDOT to date.
2. It does not appear that road plans have been submitted for Out of Bounds even though the
road design has been included in the site plan for Out of Bounds.
3. Prior to the final plat being approved, the road plans would need to be approved for the
Out of Bounds project.
If you need additional information concerning this project, please do not hesitate to contact me at
(434) 422 -9782.
Sincerely,
Troy Austin, P.E.
Area Land Use Engineer
Culpeper District
WE KEEP VIRGINIA MOVING
Albemarle County
Service Authority
TO: Megan Yaniglos
FROM: Alexander J. Morrison, E.I.T., Civil Engineer
DATE: July 23, 2014
RE: Site Plan Technical Review for: SUB2014108: Phase 1 - Out Of Bounds - Final
The below checked items apply to this site.
✓ 1. This site plan is within the Authority's jurisdictional area for:
✓ A. Water and sewer
B. Water only
C. Water only to existing structure
D. Limited service
✓ 2. A 12 inch water line is located approximately 35' distant.
3. Fire flow from, nearest public hydrant, located distant from this site plan, is
Gpm + at 20 psi residual.
✓ 4. An 8 inch sewer line is located approximately 70' distant.
5. An Industrial Waste Ordinance survey form must be completed.
✓ 6. No improvements or obstructions shall be placed within existing or future
easements.
7. and plans are currently under review.
8. and plans have been received and approved.
9. No plans are required.
10. Final and plans are required for our review and approval prior to
granting tentative approval.
11. Final site plan may /may not be signed.
12. RWSA approval for water and /or sewer connections.
13. City of Charlottesville approval for sewer.
✓ Comments:
Sheet 1: Add note that "Water /Sewer Easements are to be centered on the as -built
location of the utility ".
Sheet 2: Call out easements as "New ACSA 20' Water Easement or New ACSA 20'
Sewer Easement."
Sheet 2: Call out sewer easement near NW corner of property.
Sheet 2: Show waterline easement near NE corner of property (tie in to end of easement
is shown on sheet 3).
168 Spotnap Road • Charlottesville • VA 22911 • Tel (434) 977 -4511 • Fax (434) 979 -0698
www.serviceauthority.org
Albemarle County
Service Authority
Sheet 3: Call out easements as "New ACSA 20' Water Easement or New ACSA 20'
Sewer Easement."
Sheet 4: Call out easements as "New ACSA 20' Water Easement or New ACSA 20'
Sewer Easement."
The Albemarle County Service Authority (ACSA) has no technical comments on the SUB
being reviewed. Engineering comments are usually reserved for the site plan review stage.
Subdivision plats should correctly show ownership of properties and existing easements. Recordation
of new easements should occur before dedication to and acceptance by the ACSA.
The ACSA can review the proposed subdivision plat and determine if it is included in the
jurisdictional area for water and /or sewer service. Water and /or sewer connections to the ACSA
system are allotted on a first come, first served basis at the time connection fees are paid. The ACSA
does not reserve capacity in its system for a specific project.
168 Spotnap Road • Charlottesville • VA 22911 • Tel (434) 977 -4511 • Fax (434) 979 -0698
www.serviceauthority.org