HomeMy WebLinkAboutSUB201500057 Review Comments 2016-05-23Short Review Comments Report for:
SUB201500057
SubApplication Type:
Hydraulic Road Sidewalk TMP 61-41A1 - BLA
Boundary Line Adjustment
Date Completed:04/15/2015
Reviewer:Ellie Ray Planning
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:04/22/2015
Reviewer:Alexander Morrison ACSA
Review Status:Requested Changes
Reviews Comments:I have reviewed the above referenced plat. Please instruct the applicant to submit a copy of the plans
directly to my attention. The ACSA has water and sewer utilities along this corridor and my review is
required prior to commenting on the plats.
Division:
Date Completed:04/13/2015
Reviewer:Troy Austin VDOT
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:04/22/2015
Reviewer:John Anderson Engineering
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:04/23/2015
Reviewer:Alexander Morrison ACSA
Review Status:Requested Changes
Reviews Comments:o Verify the location of ACSA Fire Hydrant # 10247. The ACSA GIS shows the fire hydrant
near the northwest corner of TMP 61-41A1. The plans show the fire hydrant on TMP 61-41A. If the
fire hydrant is located on TMP 61-41A1, provide an ACSA easement around the fire hydrant. If the
fire hydrant is located on TMP 61-41A then no additional easement is required on this plat.
Division:
Date Completed:07/14/2015
Reviewer:John Anderson Engineering
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:07/24/2015
Reviewer:Ellie Ray Planning
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:08/07/2015
Reviewer:Troy Austin VDOT
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:08/13/2015
Reviewer:Alexander Morrison ACSADivision:
Page: 1 of 2 County of Albemarle Printed On: May 24, 2016
Review Status:No Objection
Reviews Comments:
Date Completed:01/25/2016
Reviewer:Ellie Ray Planning
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:05/23/2016
Reviewer:Ellie Ray Planning
Review Status:Approved
Reviews Comments:
Division:
Page: 2 of 2 County of Albemarle Printed On: May 24, 2016
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Ellie Ray
From: Alex Morrison [amorrison@serviceauthority.org]
Sent: Thursday, April 23, 2015 10:16 AM
To: Ellie Ray
Cc: Brian McPeters; jlynn@serviceauthority.org
Subject: BLA Plat Comments: Hydraulic Road Sidewalk Project(SUB201500049 -SUB201500062)
Dear Ellie,
I have reviewed the above referenced plats in conjunction with the utility review being performed by Jeremy Lynn (JML).
My comments are as follows:
• SUB201500049 (TMP 61-41H)
o Provide an ACSA water meter easement on the southwest corner of the property, adjacent to the
proposed right of way.
o Provide an ACSA waterline easement along the frontage of the property, offset 10'from the existing
water main location.
• SUB201500050(TMP 61-411)
o Provide an ACSA water meter easement on the northwest corner of the property, adjacent to the
proposed right of way.
o Provide an ACSA waterline easement along the frontage of the property,offset 10'from the existing
water main location.
• SUB201500051 (TMP 61-41)
o Provide an ACSA water meter easement around the water meter along the frontage of the property,
adjacent to the proposed right of way.
o Provide an ACSA waterline easement along the frontage of the property, offset 10' from the existing
water main location.
o Correct your"Plat Showing" callout on sheet 2 so it references TMP 61-41 instead of TMP 61-411.
• SUB201500052 (TMP 61-41F)
o Provide an ACSA waterline easement along the frontage of the property, offset 10'from the existing
water main location.The easement will begin on the northern side of the property and will taper back to
the proposed right of way. It appears that the easement will be 1-2' in width and may not have to
extend across the entire frontage of the parcel.
o If the water meter(per comments by JML)can be located between the sidewalk and curb, no additional
water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA
water meter easement around the water meter, adjacent to the proposed right of way.
• SUB201500053 (TMP 61-41E)
o If the water meter(per comments by JML) can be located between the sidewalk and curb, no additional
water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA
water meter easement around the water meter, adjacent to the proposed right of way.
• SUB201500054 (TMP 61-41D)
o If the water meter(per comments by JML)can be located between the sidewalk and curb, no additional
water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA
water meter easement around the water meter, adjacent to the proposed right of way.
• SUB201500055 (TMP 61-41C)
o If the water meter(per comments by JML) can be located between the sidewalk and curb, no additional
water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA
water meter easement around the water meter, adjacent to the proposed right of way.
• SUB201500056 (TMP 61-41B)
1
o If the water meter(pbo. omments by JML) can be located between,.de sidewalk and curb, no additional
water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA
water meter easement around the water meter, adjacent to the proposed right of way.
o Show the existing ACSA sanitary sewer easement along the southern property line which runs from the
right of way, along the property line, for approximately 110 feet.
• SUB201500057 (TMP 61-41A1)
o Verify the location of ACSA Fire Hydrant# 10247.The ACSA GIS shows the fire hydrant near the
northwest corner of TMP 61-41A1.The plans show the fire hydrant on TMP 61-41A. If the fire hydrant is
located on TMP 61-41A1, provide an ACSA easement around the fire hydrant. If the fire hydrant is
located on TMP 61-41A then no additional easement is required on this plat.
• SUB201500058 (TMP 61-41A)
o Verify the location of ACSA Fire Hydrant#10247.The ACSA GIS shows the fire hydrant near the
northwest corner of TMP 61-41A1.The plans show the fire hydrant on TMP 61-41A. If the fire hydrant is
located on TMP 61-41A, provide an ACSA easement around the fire hydrant. If the fire hydrant is located
on TMP 61-41A1 then no additional easement is required on this plat.
• SUB201500059 (TMP 61-44B)
o No comments.
• SU B201500060(TMP 61-44A)
o No comments.
• SUB201500061 (TMP 61W1-10000)
o Show the existing sanitary sewer easement along the frontage near L7 and "B". If no easement existing,
provide an ACSA Sanitary Sewer easement around the existing gravity main and associated manhole.
• SUB201500062 (TMP 61W-03-21A)
o Provide an ACSA water meter easement around the relocated water meter vault (per JML comments).
The comments shown above are based on the submitted plans (as of 4/23/15) as well as the first round of utility review
comments by Jeremy Lynn, P.E.. Other changes to the plan may impact these comments or require additional
comments. If you have any questions feel free to contact me at 434-977-4511 ext. 116.Thank you.
Alexander J. Morrison, EIT
Civil Engineer
Albemarle County Service Authority
168 Spotnap Road
Charlottesville,Virginia 22911
(0)434-977-4511 Ext. 116
(F)434-979-0698
Like the ACSA on Facebook at www.facebook.com/acsaconnect
2
Ellie Ray
From: John Anderson
Sent: Wednesday, April 22, 2015 12:56 PM
To: Ellie Ray; Frank Pohl; lbyrnside@hbsurveying.com
Subject: Planning Application Review for SUB201500049 Hydraulic Road Sidewalk TMP 61-41 H - BLA.
Attachments: SUB201500049thru201500062_14_FPTHydraulic Rd Sidewalk_042215.pdf
The Review for the following application has been completed:
Application Number=SUB201500049
Reviewer=John Anderson
Review Status =See Recommendations
Completed Date =04/22/2015
Re: SUB201500049 thru SUB201500062 (14 boundary line adjustments / Final Plats)
Ellie,
Frank, Les,
Thanks for your patience.
Attached Engineering review comments in County CV database system.
Will send only 1 email since all comments Attached.
—please call if any questions.
Thank you.
434.296-5832—x3069
1
County of Albemarle
Department of Community Development
Project: Hydraulic Road Sidewalk(14 Final Plats/Boundary Line Adjustments)
Plan preparer: Les R.Byrnside,LS,Vice President,H&B Surveying and Mapping,LLC
612 Hull St.,Richmond,VA 23224/lbyrnside(ii hbsurvcying.com
Owner or rep.: Frank Pohl,Office of Facilities Development,Albemarle County
401 McIntire Rd/Room 228,Charlottesville,VA 22902—fpohl(iOlbemarle.org
Plan received date: 31 Mar 2015
Date of comments: 22 Apr 2015
Reviewer: John Anderson
Project Coordinator: Ellie Ray
Engineering comments to address for Final Plats—Hydraulic Road Sidewalk Project:
SUB201506049 Hydraulic Road Sidewalk TMP 61-41H-BLA FPT
SU6201500050 • • Hydraulic Road Sidewalk TMP 61-411-BlA• FPT
•SUB201500051 Hydraulic Road Sidewalk TMP 61-41-BLA •FPT
SUB201500052 ;Hydraulic Road Sidewalk TMP61-41F-BLA •FPT
SU(32015001)53 Hydraulic Road Sidewalk TMP 61-41E-BLA FPT
SUB201566054 Hydraulic Road Sidewalk TMP 61-41D-BLA FPT
SUB201500055 ;Hydraulic Road Sidewalk TMP 61-41C-BLA FPT
SUB201500056 ,Hydraulic Road Sidewalk TMP 61-41B-BLA • •• • •• • F•PT•
SUB201500057 Hydraulic Road Sidewalk TMP 61-41A1-BLA FPT
SUB201500056 ,•Hydraulic Road Sidewalk TMP 61-41A-BLA FPT
SU6201500059 ,Hydraulic Road Sidewalk TMP 61-44B-BLA • •
FPT
SUB201506060 ;Hydraulic Road Sidewalk TMP 61-44A-BLA FPT
SUB201500061 Hydraulic Road Sidewalk TMP 6111-1-BLA FPT
•SUB201500062 Hydraulic Road Sidewalk TMP 61W3-21A-BLA FPT
Note: 28 comments—All relatively minor
SUB201500049—TMP 61-41H
1. Compare 3.74' line segment,south boundary(Near"D"),with same line segment,TMP 61-41I. Reconcile.
SUB201500050—TMP 61-411
2. Revise leader(N: 3,913,364.17/E:11,483,294.70)arrow to point to SE corner of temporary construction
easement.
SUB201500051—TMP 61-41
3. Recommend place L8 data in proposed right of way line table,for consistency.
SUB201500052—TMP 61-41F
4. Ensure image of parcel in vicinity map window identifies correct parcel.
SUB201500053—TMP 61-41E
5. Ensure image of parcel in vicinity map window identifies correct parcel.
SUB201500054—TMP 61-41D
6. Ensure image of parcel in vicinity map window identifies correct parcel.
7. C2(with smaller radius)would appear to have arc length greater than Cl. Please check,confirm accurate.
SUB201500055—TMP 61-41C
8. Recommend place L9 data in proposed right of way line table.
9. Cl (arc length)+L9 is 0.15'>C2(arc length)+L8. Confirm accurate.
`,r, Engineering Review Comments
Page 2 of 2
SUB201500056—TMP 61-41B
10. Recommend place L9 data in proposed right of way line table.
SUB201500057—TMP 61-41A1
Nil.
SUB201500058—TMP 61-41A
11. Ensure image of parcel in vicinity map window identifies correct parcel.
12. Compare"D",N and E coordinates with N and E coordinates,"A",TMP 61-44B. Reconcile.
SUB201500059—TMP 61-44B
13. Ensure image of parcel in vicinity map window identifies correct parcel.
14. Compare"D",N and E coordinates with N and E coordinates,"A",TMP 61-44A. Reconcile.
15. Recommend shade proposed right of way,as with other plats.
16. Show breakpoint between endpoints L6 and L7.
17. Recommend place L2 data in proposed right of way line table.
18. Recommend place L5 data in temp construction easement table.
19. Recommend combine curve tables as one. Alternatively,re-title Cl table `Proposed Right of Way&
Temporary Construction Easement Curve Table' [see TMP 61-41C Plat,for example].
SUB201500060—TMP 61-44A
20. Ensure image of parcel in vicinity map window identifies correct parcel.
21. Revise label: 620.5±to the West R/W Line of Commonwealth Drive Ext'd.
22. Recommend re-title C2 table: `Proposed Right of Way&Temporary Construction Easement Curve Table.'
SUB201500061—TMP 61W1-1
23. Recommend shade proposed right of way(Areas A,B,C),as with other plats.
24. Show breakpoint between endpoints L23 and L24.
25. Show breakpoint between endpoints C3 and L26,in inset Detail"A".
26. Show coordinate"G"in inset Detail"A".
27. Revise Area"B"leader line arrow to point to area bound by L20,L21,L22,L30. (Detail "A").
SUB201500062—TMP 61W3-21A
28. Recommend re-title to: `Proposed Right of Way&Temporary Construction Easement Curve Table'.
Contact John Anderson,Engineering Dept,if any questions. janderson2Lvalbemarlc.oro/434-296-5832 x3069
Thank you.
Ellie Ray
From: Alex Morrison [amorrison@serviceauthority.org]
Sent: Wednesday, April 22, 2015 10:00 AM
To: Ellie Ray
Subject: SUB201500049 thru SUB201500062
Ellie,
I have reviewed the above referenced plat. Please instruct the applicant to submit a copy of the plans directly to my
attention.The ACSA has water and sewer utilities along this corridor and my review is required prior to commenting on
the plats.
Alexander J. Morrison, EIT
Civil Engineer
Albemarle County Service Authority
168 Spotnap Road
Charlottesville,Virginia 22911
(0)434-977-4511 Ext. 116
(F) 434-979-0698
Like the ACSA on Facebook at www.facebook.com/acsaconnect
1
No.v ..✓
KimIey >Horn
January 7, 2016
Ellie Ray
Senior Planner •
Albemarle County Community Development
401 McIntire Road
Charlottesville, VA 22902-4596
RE: SUB 2015-00055, 56, 57, 58, 59& 60 Hydraulic Road Sidewalk—BLA & Easement(6
applications and TMPs)
This letter encompasses Kimley-Horn's and H&B Survey& Mapping, LLC's responses to the
remaining outstanding comments provided by Community Development on the application referenced
above.
• [14-302(A)(9)] Building sites on proposed lots. Add a note stating that the subject parcel
contains a building site that complies with section 4.2.1 of the Albemarle County Zoning
Ordinance. Rev1: Comment not addressed.Comment still valid.
RESPONSE: The buildings (if one exists on the parcel)are now shown using GIS
(with a note to that effect on the cover sheet) including the requested note
referencing the Zoning Ordinance.
• [14-303(C)] Boundary lines. Provide the dimensions of any exterior boundary lines that are
shown. Rev1: Comment not addressed.
RESPONSE: The dimensions of any exterior boundary lines that is shown on the plat
is now labeled. Please see the descriptive notes on each plat describing whether the
dimension is a deed bearing and distance or computed/best fit bearing and distance.
• [14-303(H)] Monuments. Provide the location and material of all permanent reference
monuments. Monuments found or installed prior to plat recordation may be referred to if they
are permanent and undisturbed. If any monument required by this chapter will be installed
after recordation of the final plat, the certification of the professional engineer or land
surveyor shall so note. Rev1: Comment not addressed. Comment still valid.
RESPONSE: The location and material of permanent reference monuments are now
shown for each plat consistent with the requirements of the appropriate Albemarle
County checklist. Note on many parcels, existing monumentation is non-existent
based on field investigation by the surveyor of record. In these cases, adjacent
parcel's monumentation was utilized to provide appropriate reference monuments.
Further, a note was added to each plat referencing that the surveyor of record will
add the identified proposed monumentation within six months of being notified that
construction is complete.
• [14-303(I)] Bearing and distance ties. Provide a definite bearing and distance tie between not
less than two (2) permanent monuments on the exterior boundary of the property and further
kimley-hom.com 1700 Willow Lawn Drive. Suite 200.. Richmond. VA 23230 804 673 3882
t
Kim ey>>>Horn Page 2
tie to existing street intersection where possible and reasonably convenient. Rev1:
Comment not addressed. Comment still valid.
RESPONSE: The distance an tie to two permanent reference monuments are now
shown for each plat consistent with the requirements of the appropriate Albemarle
County checklist. Note on many parcels, existing monumentation is non-existent
based on field investigation by the surveyor of record. In these cases, adjacent
parcel's monumentation was utilized to provide appropriate reference monuments.
• [14-303(L)] Public utility, drainage and sight distance easements. Verify that all public utility,
drainage and sight distance easements have been shown. Rev1: Comment not addressed.
Comment still valid.
RESPONSE: Based on the completion of title reports for all parcels, public utility,
drainage and sight distance easements are now shown on the plats(if they were
found to exist per the Title Report).
• [Comment] This plat cannot be approved until ACSA and Engineering complete their review;
comments will be forwarded upon receipt. VDOT Comments have been provided. Rev1:
Comment not fully addressed. Engineering has completed their review and has no
objection to all applications except SUB201500059; comments will be forwarded.
ACSA and VDOT review is pending; comment will be forwarded upon receipt.
RESPONSE: Engineering's comments were addressed, but note that the Line#'s
referenced in the original comment have changed. Per the attached e-mail from
VDOT, Community Development does not need to engage VDOT in the review of
plats for this project. This is a County administered VDOT project, which is subject to
review by VDOT separately. VDOT's issuance of the attached Right-of-Way Notice
to Proceed issued by VDOT Right-of-Way Division is sufficient evidence that the
right-of-way and easement are approved for acquisition by VDOT. In
correspondence with ACSA, the ACSA withdrew their comments as they didn't not
apply to this project. Note, the plats should be sent to Jeremy Lynn
(jlynn@serviceauthority) as he is reviewing the plans for this project.
• [14-302(A)(3)]Existing or platted streets. Clarify if a private street easement exists for Turtle
Creek Road. If so, provide the location and width on SUB201500060 (TMP61-44A)and
SUB201500061 (TMP61W1-10000). Rev1: Comment not addressed. Comment still
valid.
RESPONSE: The Title Report for Parcel 13 did not reveal a private street easement
for Turtle Creek Road, so no easement is shown on either plat.
• [14-302(A)(6)]Alleys and shared driveways. Provide the location and dimensions for any
shared driveway easements on SUB201500054 (TMP 61-41D), SUB201500055(TMP61-
41C), and SUB201500056(TMP61-41 B). Rev1: Comment not addressed. Comment still
valid.
RESPONSE: The Title Reports for these parcels did not reveal a shared driveway
easement, so no easement is shown on these plats.
kimley-horn.com 1700 Willow Lawn Drive, Suite 200. Richmond, VA 23230 804 673 3882
„me
Kim ey>>>Horn Page 3
With Kimley-Horn, you should expect more and will experience better. Please contact me at(804)
672-4721 or brian.mcDeters a kimley-horn.com should you have any questions.
Sincerely,
Brian A. McPeters
Associate
kimley-horn.com 1700 Willow Lawn Drive. Suite 200, Richmond. VA 23230 804 673 3882
Ellie Ray
From: Ellie Ray
Sent: Monday,January 25, 2016 4:51 PM
To: Frank Pohl
Subject: SUB 201500055-60 Hydraulic Road Sidewalk - BLAs
Frank,
I have reviewed the revised plats for the six applications listed above and all of my previous comments have been
addressed. I am awaiting Engineering review of SUB201500059 and will forward their comments, if any, upon receipt.
SUB201500055,56, 57, 58,and 60 are now ready for owner(s)signature and may then be submitted for County
signature.
Once Engineering has no objection,SUB201500059 will be as well.
Let me know if you have any questions.
Thanks,
Ellie Carter Ray, PLA, LEED GREEN ASSOCIATE
Senior Planner
Albemarle County Community Development
Planning Division
401 McIntire Road, North Wing
Charlottesville,Virginia 22902
ph: 434.296.5832 x. 3432
fax: 434.972.4126
1