HomeMy WebLinkAboutSUB201400181 Review Comments 2016-12-17Short Review Comments Report for:
SUB201400181
SubApplication Type:
Glenmore Section K2C - Final
Final Plat
Date Completed:12/11/2014
Reviewer:Megan Yaniglos CDD Planning
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:12/05/2014
Reviewer:Max Greene CDD Engineering
Review Status:See Recommendations
Reviews Comments:*Roads will be built and accepted into County System or bonded prior to final plat approval.
*VSMP plans will need to be approved prior to final plat approval.
Division:
Date Completed:12/01/2014
Reviewer:Andrew Slack CDD E911
Review Status:Approved
Reviews Comments:Approved.
Division:
Date Completed:12/09/2014
Reviewer:Robbie Gilmer Fire Rescue
Review Status:Requested Changes
Reviews Comments:Based on plat dated 11/7/14
1.Cul-de-sac's shall be a minimum of a 48' radius EP/EP.
2. After talking with Jeremy Lynn with ACSA we agreed on hydrants at the following locations. If you
have any questions please contact Fire Rescue.
1.Remove the Hydrant between Lots 2 and 3.
2.Hydrant between Lots 4 and 5.
3.Hydrant between Lots 13 and 14.
4.Hydrant between Lots 16 and 17.
5.Hydrant between Lots 6 and 7.
Division:
Date Completed:10/05/2015
Reviewer:Megan Yaniglos CDD Planning
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:10/22/2015
Reviewer:John Anderson CDD Engineering
Review Status:Requested Changes
Reviews Comments:Ref. 22-Oct-2015 plan review comments, RMS document
Division:
Date Completed:10/02/2015
Reviewer:Shelly Plaster VDOT
Review Status:No Objection
Reviews Comments:
Division:
Page:1 of 2 County of Albemarle Printed On:December 30, 2016
Date Completed:10/02/2015
Reviewer:Alexander Morrison ACSA
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:10/02/2015
Reviewer:Robbie Gilmer Fire Rescue
Review Status:No Objection
Reviews Comments:Based on plat dated 9/2/15.
No objection or comments
Division:
Date Completed:10/22/2015
Reviewer:John Anderson CDD Engineering
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:11/04/2015
Reviewer:Megan Yaniglos CDD Planning
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:11/05/2015
Reviewer:Alexander Morrison ACSA
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:11/20/2015
Reviewer:Megan Yaniglos CDD Planning
Review Status:No Objection
Reviews Comments:
Division:
Date Completed:12/17/2015
Reviewer:John Anderson CDD Engineering
Review Status:No Objection
Reviews Comments:Engineering comments addressed with this or prior revisions - janderson2 12/17/2015 12:44 PM
Division:
Page:2 of 2 County of Albemarle Printed On:December 30, 2016
� pF��{A{--����i
k7n
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:
Glenmore Section K2C —Final Plat
Project File Number:
SUB201400181
Plat preparer:
David A. Jordan, Roudabush, Gale & Assoc, Inc [914 Monticello Road,
Charlottesville, VA 22902 [DJordan(a)roudabush.com ]
Owner or rep.:
Glenmore Associates Limited Partnership, P.O. Box 7623
Charlottesville, VA 22906
Plan received date:
11 Sep 2015 / 19 Oct 2015
(Rev. 1)
20 Nov 2015
Date of comments:
22 Oct 2015 (ref. 19 Oct 15)
(Rev. 1)
17 Dec 2015
Reviewer:
John Anderson
Project Coordinator: Megan Yaniglos
Note: Engineering review comments were not issued for 11 Sept 2015 submittal. Engineering review comments apply
to the most recent 19 -Oct Final Plat submittal. Comment #8 is particularly significant.
F i n a l P l a t (SUB201400181)
1) A cross (print target ?) symbol appears in the very center of each plat sheet. Please delete.
(Rev. 1) Withdrawn /review error.
2) Sheet 5 —Arc tie for WL19 (A = 0.98'); it appears this should be line as opposed to arc tie.
(Rev. 1) Addressed.
3) Sheet 5 — Provide WL8, WL9 ties. (Rev. 1) Addressed.
4) Sheet 6 — Provide WL18 tie. (Rev. 1) Addressed.
5) Sheet 6 — Provide close -up inset for WL16 (0.36' tie is ambiguous). (Rev. 1) Addressed.
6) Sheet 9 —Show 12' wide SWM (BMP) Access. CL PDE12 is shown. Need full -width
easement. Ref. other BMP Access easements. (Rev. 1) Withdrawn /review error. Compare
images: SWM VAR, sheet 10, appears to provide sufficient Access to bioretention basin D.
(Approved WP0201400095 Glenmore K2C —WPO Plan (Available in CV; yellow indicates RW)
LOT S]'
IXX
1 � �
1 l�
�l
0' g �1 +`
Qa 1
0
1j X� 1
O `rcY
lad �
/ 1
OPEN SPR`GE 1,
5 zoov
xY Omi�ry
0, 2
oa m
0A
$~
rc o APPROXIMATE
LOCATION OF
DAM BREAK
INUNDATION ZONE
(STATE)
Engineering Review Comments
Page 2 of 2
37
18 9
0,•
Oci
L65 D164 L6 �� DL5 50
7) Sheet 10 - Provide close -up inset for DL29 (1
Addressed.
L �
r 'DiA`a
p6 _
)�� l�
` � � CL
PDE
O_
77' orientation is unclear). (Rev. 1)
8) Provide deeded Easement for 14.70 Ac. prohibited from future development/to remain
undisturbed. See WP0201400095 plan approved 3 -Jun 2015. We recommend an attorney
prepare a deed (to establish with this Final Plat) to preserve 14.70 Ac. No template exists.
County Attorneys will review proposed deed (not engineering). VSMP approval rests upon:
definition of forest/open space and DEQ guidance regarding document type required to ensure
land preservation. WP0201400095 relied upon one available water quality compliance
option (ref. 9VAC25- 870 -65). Option selected requires specific binding assurance that an
Area =14.70 Ac. remains forest or open space (stormwater definition, not planning definition
of open space) after development. Without deeded Easement, VSMP Approval is invalid, and
plan is void. Please see Virginia Runoff Reduction Method spreadsheet (VRRM .xls) used
during review process to acquire approval. This .xls lists 14.70 Ac. as forest/open space.
DEQ Guidance: [pg. 8 of 47 / VA DEQ Plan Review Course Material, Module 4]:
• All areas that will be considered forest/open space for stormwater purposes must have documentation
that prescribes that the area will remain in a natural, vegetated state. Appropriate documentation
includes: subdivision covenants and restrictions, deeded operation and maintenance agreements and
plans, parcel of common ownership with maintenance plan, third -party protective easement, within
public right -of -way or easement with maintenance plan, or other documentation approved by the local
program authority
Also. sheet 8/WP0201400095
THIS DEVELOPMENT ALSO UrILIZES ENVIRONMENTAL SITE DESIGN (ESD) TECHNIQUES AND PRACTICES IN ACCORDANCE WITH THE JULY 2013 DRAFT VSMH.
THE STORMWATER MANAGEMENT DESIGN CONCEPT WAS INTEGRATED EARLY IN THE SITE PLANNING AND DESIGN OF THIS DEVELOPMENT UPON THE
CONSULTANTS INVOLVEMENT WITH THE PROJECT. THIS 15 EVIDENT IN THE SHIFTING OF THE ROADS TO REDUCE GRADING IMPACTS B. THE COMPLETE
REDESIGN OF THE SWM FACILITIES. EXAMPLES OF OTHER ESD TECHNIQUES AND PRACTICES PROPOSED ARE AS FOLLOWS:
A. ESD PRACTICE OS: THE PROPOSED PRESERVATION OF UNDISTURBED NATURAL AREAS.
(THIS 15 ACCOMPL75HED THROUGH AN EASEMENT DEDICA 77ON OF THE STREAM BUFFER. THLS fS ALSO ACHTEVEO THROUGH THE 9WIFICANT
PRESERVED OPEN SPACES PROPOSED TO REMAIN UNDISTURBED OUTSIDE THE LIMITS OF DISTURBANCE, AND THAT ARE PROHIBITED FROM
FUTURE DEVELOPMENT. PLEASE NOTE THE HOME OWNER`s ASSOCIATION COVENANTS WILL PROWSIT FUTURE OEVELOPMENT OF LOTS W NIN
7HF OPEN SPACES SHOWN TO BE PRESERVED. FURTHERMORE, 7HE COUNTY CAN FA57LY MONITOR THE FULL BUILDOUr OF 7HE CLENMORE
DEVELOPMENT W ICH HAS A MAXIMUM ALLOTMENT OF LOTS IN ACCORDANCE WITH ZONING REQUIREMENTS}
A is sheet 90aro0203 400095 (Rev. 1/ Image deleted)
(Rev. 1) Addressed. —ref. County Attorney Office email to Chip Royer/ Royer Caramanis &
McDonough PLC: 12/14/2015 12:05 PM. Also, Developer email: 12/17/2015 11:58 AM.
Thank you
File: File: SUB201400181- Glenmore —Sect K2C —FPT -121 /i--)revl No_objec
PHONE(434)977-0205
Kik ., r FAX(434)296-5220
INFOoROUDABUSH.COM
ROUDABUSH,GALE&ASSOCIATES,INC.
A PROFESSIONAL CORPORATION
LAND SURVEYING Servinglirgolia Since 1956
ENGINEERING
LAND PLANNING 914 MON'110E1.L0 ROAD
CHARLOTTESVILLE,VIRGINIA
22902
WILLIAM J.LEDBETTER.LS. J.CLINT HARMON,L.S.
CHRISTOPHER C.MULLIGAN,P.E. DAVID A.JORDAN,L.S.
AMMY M.GEORGE„LA. BRIAN D.JAMISON,L.S.
November 18, 2015
Mr. John Anderson
County of Albemarle
Department of Community Development
401 McIntire Road, Room 227
Charlottesville,Virginia 22902-4596
Re: Glenmore K2C Subdivision Final Plat(SUB2o14-181)
Dear Ms.Yaniglos and Mr.Anderson,
Regarding the comments provided by you on the instance of October 5, 2015, I
offer the following responses:
County Project Coordinator Comments:
1. Consent to Division. A statement should be provided on the sheet with the owner's
signatures and notary that reads: "The platting or dedication of the following
described land(insert description here, i.e. TMP) is with the free consent and in
accordance with the desire of the undersigned owners,proprietors and trustees, if
any.
• The tax map and parcel reference has been added to the Owner's
Approval and shown as "...DESCRIBED LAND, TMP 09400-00-00-
i 016000, SECTION K2C..."
2. Instrument evidencing the maintenance of certain improvements. Either provide
the recorded HOA documents for the maintenance of the open space and the
proposed private streets, or provide an instrument for review and approval by the
County Attorney for the maintenance of these improvements.
• The recorded Declaration of Covenants and Restrictions and the
Amended Declaration of Covenants and Restrictions have been listed
in the Title References.
3. Zoning Classification. Provide the zoning information including the proffers. Also
state the ZMA number on the cover sheet (ZMA 2006-016)
• Reference to the proffers and ZMA 2006-016 have been added to the
setback notes.
4. As part of the rezoning, asphalt paths along Carroll Creek Road and into Road A,
along with equestrian trails in the open space were shown/required. Show the
asphalt path either on the road plans or the plat. Show the equestrian trails on the
open space.
• The trails were shown in the plan.
5. Dam Break Inundation zones. The designations for the Dam Inundations zone
change from Federal to State and therefore needs to be reviewed by DCR. The
plat has been forwarded to them for review and comment. State that the parcel is
ROUDABUSH,GALE&ASSOC.,INC. Page 2 of 3
within the zone on the cover sheet and show the Dam Break Inundation zone on the
plat.
• The note for the Dam inundation zone has been added to the plat and
the dam break inundation zones have been shown.
ACSA Comments:
6. A new sanitary sewer alignment is under design. The plat shall reflect the new
sewer alignment once it is approved.
• The revised sanitary sewer easement has replaced the original
alignment.
7. Show the Glenmore Sewer Agreement Boundary on the plat.
• The Glenmore Sewer Agreement Boundary Line has been added to
the plat.
8. Include a table that lists all the lots that are bisected by the Glenmore Sewer
Agreement Boundary. The table shall include (for each lot) total acreage within
the Glenmore Sewer Boundary Agreement and acreage outside of the Glenmore
Sewer Agreement Boundary.
A table has been added to the plat showing the lots bisected by the
agreement line with the total areas (within and outside the line).
9. A cross (print target?) symbol appears in the very center of each plat sheet. Please
delete.
• Per Section 4 (Format for Copies) of 17VAC15-60-10 of the Library
of Virginia Records Management Standards for Plats, states that
"Margins shall be at least 1/4 inch on all sides, and inscriptions are to
be made on only one side of the paper.All drawings shall have
centering marks on each side, adjacent and outside the margins. Match
lines or grid tics delineating 81/2 x 11 inch sections shall be inscribed
on all plats larger than 81/2 x 11 inches, to create the least number of
grid blocks possible and be located adjacent and inside the margins.
Continuation sheets of multi-sheet drawings shall be the same size as
the first sheet." Thus, the centering tic on all the plat sheets cannot be
removed as required by the Commonwealth of Virginia.
10. Sheet 5 Arc tie for WL19 (A =0.98); it appears this should be line as opposed to
arc tie.
• Staff is correct. A= 0.98' has been changed to 0.98' (TIE).
11. Sheet 5—Provide WL8, WL9 ties.
• Ties have been provided for WL8 and WL9.
12. Sheet 6—Provide WL18 tie.
• A tie has been provided for WL18.
13. Sheet 6—Provide close-up inset for WL16 (0.36'tie is ambiguous).
• A detail has been added for WL16.
14. Sheet 9—Show 12'wide SWM(BMP)Access. CL PDE12 is shown. Need full-width
easement. Ref. other BMP Access easements.
*Iwo *woe
ROUDABUSH,GALE&ASSOC.,INC. Page 3 of 3
• The PDE12 only appears on sheet 8 of the storm easement plats and
is not relevant to sheet 9. The CL PDE12 reference has been
removed from sheet 9.
15. Sheet 10 -Provide close-up inset for DL29 (1.77'orientation is unclear).
• A detail has been provided for DL29.
Provide deeded Easement for 14.70 Ac.prohibited from future development/to
remain undisturbed. See WP0201400095 plan approved 3-Jun 2015. We
recommend an attorney prepare a deed(to establish with this Final Plat) to
preserve 14.70 Ac. No template exists. County Attorneys will review proposed
deed(not engineering). VSMP approval rests upon: definition offorest/open
space and DEQ guidance regarding document type required to ensure land
preservation. WP0201400095 relied upon one available water quality
compliance option (ref. 9VAC25-870-65). Option selected requires specific
binding assurance that an Area =14.70 Ac. remains forest or open space
(stormwater definition, not planning definition of open space) after development.
Without deeded Easement, VSMP Approval is invalid, and plan is void. Please see
Virginia Runoff Reduction Method spreadsheet (VRRM.xis) used during review
process to acquire approval. This.xls lists 14.70 Ac. as forest/open space. DEQ
Guidance: [pg. 8 of 47/ VA DEQ Plan Review Course Material, Module 4J:
• Acknowledged. The deed is currently being addressed and under
review by the county attorney. The plat shows the open space parcels
as delineated between nonrestrictive and restrictive. Both Open
Space A and B are nonrestrictive whereas Open Space C and D are
restrictive as shown in WPO.
Should you have any questions please do not hesitate to contact me.
Best Regards,
David A. Jordan
PHONE(434)2934251
Now ',Awe (434)9770205
° FAX(434)296-5220
ROUDABUSH,GALE&ASSOC.,INC. INFO@ROUDABUSH.COM
ANL75URvcYtd^5G A PROFESSIONAL CORPORATION
EYtGIN� f CS 914 MONTICELLO ROAD
G NEE
G CHARLOTTESVILLE.VIRGINIA 22902
J.THOMAS GALE.L.S. WILLIAM S.ROUDABUSH.L.S.
MARILYNN R.GALE.L.S.
WILLIAM J.LEDBETTER.LS
EDWARD D.CAMPBELL III.L.S.
October 19, 2015
Mr.John Anderson
County of Albemarle
Department of Community Development
401 McIntire Road, Room 227
Charlottesville,Virginia 22902-4596
Re: Glenmore K2C Subdivision Final Plat (SUB2o14-181)
Dear Mr.Anderson,
Regarding the comments provided by you on the instance of October 5, 2015, I
offer the following responses:
County Comments:
1. Consent to Division. A statement should be provided on the sheet with the
owner's signatures and notary that reads: "The platting or dedication of the
following described land(insert description here, i.e. TMP) is with the free
consent and in accordance with the desire of the undersigned owners,proprietors
and trustees, if any. "
• The tax map and parcel reference is listed under the Owner's
Approval line and before the statement.
2. Instrument evidencing the maintenance of certain improvements. Either provide
the recorded HOA documents for the maintenance of the open space and the
proposed private streets, or provide an instrument for review and approval by the
County Attorney for the maintenance of these improvements.
• The recorded Declaration of Covenants and Restrictions and the
Amended Declaration of Covenants and Restrictions have been listed
in the Title References.
3. Zoning Classification. Provide the zoning information including the
proffers. Also state the ZMA number on the cover sheet (ZMA 2006-016)
• Reference to the proffers and ZMA 2006-016 have been added to the
setback notes.
4. As part of the rezoning, asphalt paths along Carroll Creek Road and into Road A,
along with equestrian trails in the open space were shown/required. Show the
asphalt path either on the road plans or the plat. Show the equestrian trails on
the open space.
• The trails were shown in the plan.
5. Dam Break Inundation zones. The designations for the Dam Inundations zone
change from Federal to State and therefore needs to be reviewed by DCR. The
ROUDABUSH,GALE&ASSOC.,INC. Page 2 of 2
plat has been forwarded to them for review and comment. State the that the
parcel is within the zone on the cover sheet and show the Dam Break Inundation
zone on the plat.
• The note for the Dam inundation zone has been added to the plat and
the dam break inundation zones have been shown.
ACSA Comments:
6. A new sanitary sewer alignment is under design. The plat shall reflect the new
sewer alignment once it is approved.
• The revised sanitary easement has replaced the original alignment.
7. Show the Glenmore Sewer Agreement Boundary on the plat.
• The Glenmore Sewer Agreement Boundary Line has been added to
the plat.
8. Include a table that lists all the lots that are bisected by the Glenmore Sewer
Agreement Boundary. The table shall include (for each lot) total acreage within
the Glenmore Sewer Boundary Agreement and acreage outside of the Glenmore
Sewer Agreement Boundary.
A table has been added to the plat showing the lots bisected by the
agreement line with the total areas (within and outside the line).
Should you have any questions please do not hesitate to contact me.
Best Regards,
David A. Jordan
� pF��{A{--����i
k7n
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: Glenmore Section K2C —Final Plat
Project File Number: SUB201400181
Plat preparer: David A. Jordan, Roudabush, Gale & Assoc, Inc [914 Monticello Road,
Charlottesville, VA 22902 [DJordan(a)roudabush.com ]
Owner or rep.: Glenmore Associates Limited Partnership, P.O. Box 7623
Charlottesville, VA 22906
Plan received date: 11 Sep 2015 / 19 Oct 2015
Date of comments: 22 Oct 2015 (ref. 19 Oct 15)
Reviewer: John Anderson
Project Coordinator: Megan Yaniglos
Note: Engineering review comments were not issued for 11 Sept 2015 submittal. Engineering review comments apply
to the most recent 19 -Oct Final Plat submittal. Comment #8 is particularly significant.
Final Plat (SUB201400181)
1) A cross (print target ?) symbol appears in the very center of each plat sheet. Please delete.
2) Sheet 5 —Arc tie for WL19 (A = 0.98'); it appears this should be line as opposed to arc tie.
3) Sheet 5 — Provide WL8, WL9 ties.
4) Sheet 6 — Provide WL18 tie.
5) Sheet 6 — Provide close -up inset for WL16 (0.36' tie is ambiguous).
6) Sheet 9 —Show 12' wide SWM (BMP) Access. CL PDE12 is shown. Need full -width
easement. Ref. other BMP Access easements.
7) Sheet 10 - Provide close -up inset for DL29 (1.77' orientation is unclear).
8) Provide deeded Easement for 14.70 Ac. prohibited from future development/to remain
undisturbed. See WP0201400095 plan approved 3 -Jun 2015. We recommend an attorney
prepare a deed (to establish with this Final Plat) to preserve 14.70 Ac. No template exists.
County Attorneys will review proposed deed (not engineering). VSMP approval rests upon:
definition of forest/open space and DEQ guidance regarding document type required to ensure
land preservation. WP0201400095 relied upon one available water quality compliance
option (ref. 9VAC25- 870 -65). Option selected requires specific binding assurance that an
Area =14.70 Ac. remains forest or open space (stormwater definition, not planning definition
of open space) after development. Without deeded Easement, VSMP Approval is invalid, and
plan is void. Please see Virginia Runoff Reduction Method spreadsheet (VRRM .xls) used
during review process to acquire approval. This .xls lists 14.70 Ac. as forest/open space.
DEQ Guidance: [pg. 8 of 47 / VA DEQ Plan Review Course Material, Module 4]:
• All areas that will be considered forest/open space for stormwater purposes must have documentation
that prescribes that the area will remain in a natural, vegetated state. Appropriate documentation
includes: subdivision covenants and restrictions, deeded operation and maintenance agreements and
plans, parcel of common ownership with maintenance plan, third -party protective easement, within
public right -of -way or easement with maintenance plan, or other documentation approved by the local
program authority
Engineering Review Comments
Page 2 of 2
Also, sheet 8/WP0201400095
THIS DEVELOPMENT ALSO UTILIZES ENVIRONMENTAL SITE DESIGN (ESD) TECHNIQUES AND PRACTICES IN ACCORDANCE WITH THE JULY 2013 DRAFT VSMH.
THE STORMWATER MANAGEMENT DESIGN CONCEPT WAS INTEGRATED EARLY IN THE SITE PLANNING AND DESIGN OF THIS DEVELOPMENT UPON THE
CONSULTANTS INVOLVEMENT WITH THE PROJECT. THIS 15 EVIDENT IN THE SHIFTING OF THE ROADS TO REDUCE GRADING IMPACTS a THE COMPLETE
REDESIGN OF THE SWM FACILITIES. EXAMPLES OF OTHER ESD TECHNIQUES AND PRACTICES PROPOSED ARE AS FOLLOWS:
A. ESD PRACTICE #1: THE PROPOSED PRESERVATION OF UNDISTURBED NATURAL AREAS.
(THIS IS ACCOMPOSTHED THROUGH AN EASEMENT DEDICA YON OF THE STREAM BUFFER. THIS IS ALSO ACHIEVED THROUGH THE SIGNIFICANT
PRESERVED OPEN SPACES PROPOSED TO REMAIN UNDISTURBED OUTSIDE THE LIMITS OF DISTURBANCE,, AND THAT ARE PROHIBITED FROM
FUTUR£ DEV£LOPM£NT. PLEASE NOTF THE HOME OWNER'9 ASSOCIAYCW C10VFNANTS WILL PROHIBIT FUTURE DEVELOPMENT OF LOTS WT7HIN
THE OPEN SPACES SHOWN TO BE PRESERVED. FURTHERMORE, THE COUNTY CAN EASILY MONITOR THE FULL BUILDOUT OF THE GYENMORE
DEVELOPMENT, WHICH HAS A MAXIMUM ALLOTMENT OF LOTS IN ACCORDANC£ WITH ZONING RrouxrMEN75.)
Also, sheet 9/WPO201400095
tea��
SIGNIFICAKT_PORTIONS.QFTHE -
- EXIST OUTSIDE i#iE LjhlIi ` .
4F Of TKiS AHE
WloHieFiFA FR04F1711utE
pEVELC?PNENT & LAND. WSTURBANCfr..
- . j3 .570c.IsSmOWNtWn"HIN THIS ESMTt. - -
— — – _T _._ T
- - _bTT
Thank you —
434.296 -5832 —x3069
File: SUB201400181- Glenmore Sect K2C FPT- 102215
'AL
rIr�rs*tQ
County of Albemarle
Department of Community Development
Memorandum
To: Ammy George (ageorge @roudabush.com)
From: Megan Yaniglos- Principal Planner
Division: Planning Services
Date: December 11, 2014
Rev1: October 5, 2015
Subject: SUB - 2014 -181 Glenmore Section K2C (Leake)- Final Subdivision 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.]
[14- 302(A)(1)] The title reads "Final Road Plans ". The title should be revised to
describe the subdivision and be labeled as a Final Subdivision Plat. Also, it
appears that this submittal was created as if it is a site plan, which it is not.
4PV1- CnmmPnt ar1r1rPq—r1
2. [14- 303(A)] Consent to division. A statement should be provided on the sheet
with the owner's signatures and notary that reads: "The platting or dedication of
the following described land (insert description here, ie TMP) is with the free
consent and in accordance with the desire of the undersigned owners,
proprietors and trustees, if any."
Rev1: Comment not addressed. Provide a legal description of the parcel, ie
TMP.
3. L-i4 -6w (h)t monuments. i ne location ana matena, u, a,, pc, , ,ianent reference6
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 Iandsurveyor shall so note.
Rev1: Comment addressed.
4. [14 -303 (1)] Bearing and distance ties. 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.
Rev1: Comment addressed.
5. [14 -303 (L)] Public utility, drainage and sight distance easements. Provide all the
deed book and page numbers for all the existing easements. It is unclear which
easements are proposed and which are existing. Also provide the deed book and
page number for the existing private streets. There are a number of "20' storm
sewer easements to be platted ". Explain. Will you be submitting a separate plat
for those?
Rev1: Comment addressed.
6. [14 -303 (N)] Statement pertaining to private streets. Provide the following
statement on the plat: "The 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.
7. [14 -303 (0)] Signature panels. Signature panels should be provided for each
owner and for the designated agent for the County. The signature panel for the
owner shall be located immediately below the statement required by comment
#2.
Rev1: Comment addressed.
8. [13 -303 (P)] Notary panels. Notary panels for the notary to acknowledge the
signature of the owner should be provided for each owner.
Rev1: Comment addressed.
9. [14 -303 (Q)] Water supply. Provide a statement as to whether the subdivision will
be served by a public water supply and public sewer system.
Rev1:Comment addressed.
10. [14 -303 (S)] 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. A the option of the subdivider, the control points
may be shown on a copy of the final plat, rather than on the original final plat.
Rev1: Comment addressed
11. [14 -317] Instrument evidencing the maintenance of certain improvements. Either
provide the recorded HOA documents for the maintenance of the open space
and the proposed private streets, or provide an instrument for review and
approval by the County Attorney for the maintenance of these improvements.
Rev1: Comment not addressed. Provide instrument for review and
approval.
Comments from Preliminary Approval letter (SUB2014 -099) that have not
been addressed:
1. [14- 302(B)(5)] Zoning classification. Provide the zoning information including
proffers. Also, state the ZMA number on the cover sheet (ZMA2006 -016)
2. [ZMA2006 -016 Application Plan] As part of the rezoning, asphalt paths along
Carroll Creek Road and into Road A, along with equestrian trails in the open
space were shown /required. Show the asphalt path either on the road plans or
the plat. Show the equestrian trails in the open space.
3. [14- 302(A)(16); 14 -318] Dam break inundation zones. The designation for the
Dam Inundation zone changed from Federal to State and therefore needs to be
reviewed by DCR. The plat has been forwarded to them for review and comment.
State that the parcel is within the zone on the cover sheet and show the Dam
Break Inundation zone on the plat.
Additional comment:
1. [14 -434] All bonds must be posted prior to approval of the final plat.
Please contact Megan Yaniglos at the Department of Community Development 296-
5832 ext. 3004 for further information.
Megan Yaniglos
From: Alex Morrison < amorrison @serviceauthority.org>
Sent: Monday, October 05, 2015 8:56 AM
To: Megan Yaniglos
Subject: SUB2014181: Glenmore K2C Phase 1 - Final
Megan,
I have reviewed SUB2015181 and have the following comments:
A new sewer alignment is under design. The plat shall reflect the new sewer alignment once it is approved.
Show the Glenmore Sewer Agreement Boundary on the plat.
Include a table that lists all lots that are bisected by the Glenmore Sewer Agreement Boundary. The table shall
include (for each lot) total acreage, acreage within the Glenmore Sewer Agreement Boundary and acreage
outside of the Glenmore Sewer Agreement Boundary.
Alexander J. Morrison, P.E.
Civil Engineer
Albemarle County Service Authority
168 Spotnap Road
Charlottesville, Virginia 22911
(0) 434 - 977 -4511 Ext. 116
(C) 434 - 981 -5577
(F) 434 - 979 -0698
Albemarle County
Service Aut èrit
y
Serving Conserving
June 10, 2015
Collins Engineering
Attn: Mr. Scott Collins, P.E.
200 Garrett Street, Suite K
Charlottesville, Virginia 22902
Re: Glenmore Section K2C
Dear Mr. Collins:
The plan, entitled Glenmore K2C Final Road Plan dated March 13, 2015,
last revised, June 2, 2015, is hereby approved for construction. One set of the
approved plan is enclosed for your records. Any previously approved plans are
voided with this approval. This approval is for basic compliance with the General
Water & Sewer Construction Specifications of the Albemarle County Service
Authority (ACSA) and does not relieve the contractor from responsibility for his work
as it relates to the plan and specifications.
The ACSA requires that a copy of the approved construction plan be on the
job site. The contractor is responsible for marking up a copy of the approved
construction plan showing as-built information and providing this data to your client
at the completion of utility installation. The final as-built plan shall be submitted in a
format of one paper copy and one mylar copy.
A preconstruction conference shall be scheduled with the project manager to
ensure coordination and answer any questions. This will be a short meeting to
review the project, materials, test methods and schedule, in order to expedite
construction. Please have the proper party call me at 977-4511 to schedule the
meeting.
This approval is valid for a period of 18 months from this date. If
construction is not in progress at the end of this time period, the approval shall be
void.
The contractor shall be responsible to comply with the no-lead regulation
regarding brass fittings that is effective on January 4, 2014 (Senate Bill 3874 which
amends the Safe Drinking Water Act).
168 Spotnap Road • Charlottesville, VA 22911 • Tel (434) 977-4511 • Fax (434) 979-0698
www.serviceauthority.org
skive' *de
(The pressure for water may exceed 80 psi at some meter locations).
If you have any questions or if we can be of assistance, please give us a call
at(434) 977-4511.
Sincerely,
Jeremy M. Lynn, P.E.
Senior Civil Engineer
cc: Mr. Jeremy Swink, SM Charlottesville, LLC
ACSA, Alexander J. Morrison
State Health Department
Va. DEQ
Current Development, Bill Fritz V
Bldg. Codes &Zoning Services
Soil Erosion Inspector
050601 GlenmoreSectionK2CEngApprovalLtr061015
RECEIVED
COMMUNI i
pF AL13��r
i IBS vt?
County of Albemarle
Department of Community Development
Memorandum
To: Ammy George (ageorge @roudabush.com)
From: Megan Yaniglos- Senior Planner
Division: Planning Services
Date: December 11, 2014
Subject: SUB - 2014 -181 Glenmore Section K2C (Leake)- Final Subdivision 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- 302(A)(1)] The title reads "Final Road Plans ". The title should be revised to
describe the subdivision and be labeled as a Final Subdivision Plat. Also, it
appears that this submittal was created as if it is a site plan, which it is not.
2. [14- 303(A)] Consent to division. A statement should be provided on the sheet
with the owner's signatures and notary that reads: "The platting or dedication of
the following described land (insert description here, ie TMP) is with the free
consent and in accordance with the desire of the undersigned owners,
proprietors and trustees, if any."
3. [14 -303 (H)] Monuments. The location and material of all permanent reference3
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 Iandsurveyor shall so note.
4. [14 -303 (1)] Bearing and distance ties. 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.
5. [14 -303 (L)] Public utility, drainage and sight distance easements. Provide all the
deed book and page numbers for all the existing easements. It is unclear which
easements are proposed and which are existing. Also provide the deed book and
page number for the existing private streets. There are a number of "20' storm
sewer easements to be platted ". Explain. Will you be submitting a separate plat
for those?
6. [14 -303 (N)] Statement pertaining to private streets. Provide the following
statement on the plat: "The 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."
7. [14 -303 (0)] Signature panels. Signature panels should be provided for each
owner and for the designated agent for the County. The signature panel for the
owner shall be located immediately below the statement required by comment
#2.
8. [13 -303 (P)] Notary panels. Notary panels for the notary to acknowledge the
signature of the owner should be provided for each owner.
9. [14 -303 (Q)] Water supply. Provide a statement as to whether the subdivision will
be served by a public water supply and public sewer system.
10. [14 -303 (S)] 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. A the option of the subdivider, the control points
may be shown on a copy of the final plat, rather than on the original final plat.
11. [14 -317] Instrument evidencing the maintenance of certain improvements. Either
provide the recorded HOA documents for the maintenance of the open space
and the proposed private streets, or provide an instrument for review and
approval by the County Attorney for the maintenance of these improvements.
Please contact Megan Yaniglos at the Department of Community Development 296-
5832 ext. 3004 for further information.
• i
Albemarle County
Service Authérity
Serving♦Conserving
December 2, 2014
Roudabush, Gale &Associates
Attn: Ms.Ammy George
914 Monticello Road
Charlottesville, VA 22902
Re: Glenmore Section K2C Waterline Extension
Dear Ms. George:
The plan, entitled "Glenmore Section K2C Waterline Extension Plan" dated August
20, 2014, last revised, November 10, 2014, is hereby approved for construction. One set
of the approved plan is enclosed for your records. Any previously approved plans are
voided with this approval. This approval is for basic compliance with the General Water &
Sewer Construction Specifications of the Albemarle County Service Authority (ACSA) and
does not relieve the contractor from responsibility for his work as it relates to the plan and
specifications.
The ACSA requires that a copy of the approved construction plan be on the job site.
The contractor is responsible for marking up a copy of the approved construction plan
showing as-built information and provide this data to your client at the completion of utility
installation. The final as-built plan shall be submitted in a format of one paper copy and
one mylar copy.
A preconstruction conference shall be scheduled with the project manager to
ensure coordination and answer any questions. This will be a short meeting to review the
project, materials, test methods and schedule, in order to expedite construction. Please
have the proper party call me at 977-4511 to schedule the meeting.
This approval is valid for a period of 18 months from this date. If construction is not
in progress at the end of this time period, the approval shall be void.
The contractor shall be responsible to comply with the no-lead regulation regarding
brass fittings that is effective on January 4, 2014 (Senate Bill 3874 which amends the Safe
Drinking Water Act).
168 Spotnap Road • Charlottesville, VA 22911 • Tel (434) 977-4511 • Fax (434) 979-0698
www.serviceauthoriiy.org
(The pressure for water may exceed 80 psi at some meter locations).
If you have any questions, or if we can be of assistance, please give us a
call at(434) 977-4511.
Sincerely,
Jeremy M. Lynn, P.E.
Senior Civil Engineer
JML:dmg
cc: Stanley Martin Homes RECEIVED
ACSA, Alexander J. Morrison
State Health Department DEC 0 0 2014
Va. DEQ COMMUNITY
Current Development, Bill Fritz✓ DEVELOPMENT
Bldg. Codes &Zoning Services
Soil Erosion Inspector
050601 GeorgeGlenmoreLtr120214
PHONE td4342$3251
7.1111 349774
ROUDABUSH,GALE&ASSOC.,INC. I t xta COM
94 MONTICELLO RCA.G
CCS.:LLE VIRGINIA 22902
November 7, 2014
Ms. Megan Yaniglos
County of Albemarle
Dept. of Community Development
401 McIntire Rd,NW
Charlottesville, VA 22902
RE: SUB201400099 Glenmore Section K2C (Leake) Subdivision Plat
Dear Ms. Yaniglos,
I have reviewed and addressed your comments. The individual responses to those comments are
below.
Planning
1. [14-302(B)(5)] Zoning classification. Sheet 9 is illegible. Revise so that the proffers and
approval letter can be read. Also, state the ZMA number on the cover sheet (ZMA2006-016).
The proffers and approval letter have been updated on the plans so that they are
legible.
2. [14-302(A)(13)] Land to be dedicated in fee or reserved. Show/label the open space on the
plan with acreage information. Also state who the land will be dedicated to.
The open space area has been labeled. In addition, a note has been added to the Cover
Sheet stating that the open space will be owned and maintained by the Glenmore
Homeowners Association.
3. [14-302(A)(16)] Dam break inundation zones. This is not a requirement,but is for your
information only. This property is within the Federal Dam Inundation Zone.
Acknowledged.
4. [14-302(B)(10)] Stream buffers. Provide the following note on the plat: "The stream
buffer(s) shown hereon shall be managed in accordance with the Albemarle County Water
Protection Ordinance."
The note has been added to the Cover Sheet.
SUB201400099
Glenmore Section K2C
1
PHONE(434)2934251
(634)977o2t6
ROUDABUSH,GALE&ASSOC.,INC6220
I aGrxt436a co.i
Ar= -ESS C% . : P ; .`:^
9«4mCu"iCE4L0 ROAD
CAARLCESu".LLE VAGINA 22002
5. [ZMA2006-016 Application Plan] As part of the rezoning, asphalt paths along Carroll Creek
Road and into Road A, along with equestrian trails in the open space were shown/required.
Show the asphalt path either on the road plans or the plat. Show the equestrian trails in the
open space.
The asphalt walking trails have been added along Carroll Creek Road and a portion of
Waterside Way (Road A). An equestrian trail has been added in the open space to
connect the asphalt walking trail along Waterside Way and the existing equestrian trail
adjacent to Carroll Creek.
Engineering
1. Initial Plat appears to show disturbance on critical slopes in the development area. Please
delineate between the Preserved and Managed Slopes on the plan for more accurate review of
project. Critical slopes waiver may be required. [18-4.2.6.c]
The critical slopes shown on the plan are from the analysis of aerial and field verified
topography. This has been noted on the Cover Sheet. In addition, the Board of
Supervisors approved a Critical Slope Waiver with the ZMA2006-00016 Glenmore,
Section K2, Leake Property approval on December 19,2007. The approval for the
Critical Slope Waiver is included in the proffers on pages 16 and 17.
2. Please update the topographical information on the cover sheet. The topography should be at
least field verified within the last year prior to submittal and stated on the plan.
The topographical information was field verified on July 7,2014. A note to that effect
has been added to the Cover Sheet.
3. Sheet 9 of 9 is not legible, please correct for adequate review.
The proffers and approval letter have been updated on the drawings so that they are
legible.
4. Final Plat approval will require the following items completed prior to Engineering
recommending approval:
a. Road plans. [14-233]
b. Water Protection Plans. [chapter 17]
The Road Plans have been prepared and submitted. Water Protection Plans will be
submitted under a separate cover.
SUB201400099 Glenmore Section K2C 2
PHONE+434)2934251
(434)977.0205
FAX X434)2965220
ROUDABLSH,GALE&ASSOC.,INC. NFOOROUDASUSH COM
9'4 MONTICELLOR
..a..;^ :...,..*.,.; CSAR3.O^E LLE YiRGN!A 221+92
Fire and Rescue
1. Cul-da-sac's shall be 96 ft FC/FC
The cul-de-sac diameter has been increased to provide 96' from edge of pavement to
edge of pavement.
2. Fire Hydrant spacing shall be 500 ft per travelway.
Acknowledged.
3. Fire Flow test required prior to final approval.
Acknowledged.
4. Fire Flow requirements are 1000 gpm @ 20 psi for houses 3600 sqft or less. If houses are
larger,please notify the fire marshal so a new fire flow requirement can be figured.
As discussed previously, the houses at Glenmore Section K2C will range in sizes
between 1,950 sf to 7,400 sf. The appropriate fire flow of 2,250 gpm at 20 psi will be
provided with the water system.
E911
The road names ' Road A' and 'Road B' are not valid road names. Please contact this office with a
list of three (3)proposed road names for approval before the final plans are submitted.
The road names of Waterside Way (Road A) and Osprey Drive (Road B) have been
reserved for this project.
Albemarle County Service Authority
1. Final water and sewer plans required for ACSA construction review and approval. When
available submit three (3) copies of the plan as well as water/sewer data sheets to the ACSA,
Attn: Jeremy Lynn, P.E.
Acknowledged.
2. Permission for the proposed sewer connection must be obtained in writing from the
owner/developer of Rivanna Village per the Glenmore wastewater agreement. Written
permission must be submitted to the ACSA prior to the ACSA granting construction
approval.
Acknowledged.
SUB201400099 Glenmore Section K2C 3
PHOW4434 2934251
(4349770205
FAX C434)2966220
ROUDABUSH,GALE&ASSOC.,INC. ICOM
A PPC
9:4 MO`T:CELLO ,
C LO*"tSs..LE VAGINA 22902
3. The proposed lots fall outside of the Glenmore boundary as described in the Glenmore
Wastewater agreement. Sewer connection fees will apply to all proposed lots.
Acknowledged.
If you have any questions or comments, please feel free to contact me.
Sincer ly,
400
A my o rge
SUB201400099 Glenmore Section K2C 4
4,,sgfuw.,
tJaG11?'
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,North Wing
Charlottesville,Virginia 22902-4596 Fax 434 972-4126
Phone(434 296-5832
August 12, 2014
Ammy George
Roudabush, Gale, and Associates
ageorge@roudabush.com
RE:SUB2014-099 Glenmore-Section K2C-Preliminary Plat
Ms. George:
The Agent for the Board of Supervisors hereby grants administrative approval to the above referenced
subdivision plat.
This approval shall be valid for a period of five (5)years from the date of this letter, provided that the
developer submits a final subdivision plat for all or a portion of the site within one (1)year after the date
of this letter as provided in 14-226 of the Subdivision Ordinance of the County Code, and thereafter
diligently pursues approval of the final subdivision plat.
An Erosion and Sediment Control Permit may be issued after the following approvals are received:
1. Approval an Erosion and Sediment Control Plan meeting the requirements of Chapter 17 of the
Code of the County of Albemarle.
2. Approval of a Stormwater Management Plan meeting the requirements of Chapter 17 of the
Code.
3. Approval of all easements for facilities for stormwater management and drainage control.
4. Approval of a mitigation plan for the disturbance of Water Protection Ordinance buffers.
5. Submittal of a tree conservation checklist.
The final subdivision plat will not be considered to have been officially submitted until the following
items are received:
1. A final subdivision plat that satisfies all of the requirements of 14-226 of the Subdivision
Ordinance.
2. A fee of$1,230.
Please submit eight(8)copies of the subdivision plat to the Community Development Department.The
assigned Lead Reviewer will then distribute the plans to all reviewing agencies. Once you receive the
first set of comments on the final subdivision plat, please work with each reviewer individually to
satisfy their requirements.
The final subdivision plat will not be approved until the following conditions are met:
The Department of Community Development shall not accept submittal of the final subdivision plat for
1