HomeMy WebLinkAboutSUB201800145 Review Comments Final Plat 2019-03-04�OV AL
� � IRcir�ia
County of Albemarle
Department of Community Development
Memorandum
To:
Troy Wade
From:
Paty Saternye- Senior Planner
Division:
Planning Services
Date:
October 24, 2018
Rev. 1: January 25, 2019
Rev. 1: UPDATE: January 28, 2019
Rev. 2: February 5, 2019
Rev. 2: UPDATE: February 15, 2019
Rev. 3: March 4, 2019
Subject:
SUB-2018-145 Barracks Farm — 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)(3), (4), (6) & 14-303 (E)] Private Easements; Alleys and shared driveways;
Dimension standards and information on all lots, streets, alleys, easements, and shared
driveways; Existing or platted streets. The existing "40' Right of Way Easement has
been accepted as a private street in previous subdivision plats. However, the following
must be addressed:
b) & g) Rev. 2 UPDATE: This is a combined comment from Rev. 2: 215119. See the
215119 comments for more detail. Provide 1 or 2 maintenance agreement(s) that
specifies that the streets from the VDOT right of way to 150' beyond the start of the
proposed parcel meet the standards specified. Please refer to the template maintenance
agreement and checklist for review of private improvements maintenance instruments
provided with previous comments. Please also note that for the first portion of the private
street, (in TM44-27D) prior to the fork, it must meet the 6-lot VDOT (county private) road
standard but beyond the fork it must only meet the 3-5 lot road standard. See an
attached engineering comments as well as an email and the "Guidelines for Geometric
Design..." supplied by engineering. The additional items are to provide information on
what is required for the 6-Lot VDOT (County Private) requirements. The proposed
maintenance agreement(s) must specify the appropriate standards for the specific portion
of the private street.
Rev. 3: Comment not vet addressed. Provide 1 or 2 maintenance agreement(s) that
specifies that the streets from the VDOT right of way to 150' beyond the start of the
proposed parcel meet the standards specified. Please refer to the attached
template maintenance agreement and checklist. The template was updated by the
County on 3/1/2019. The older template can be utilized, but additional revisions
may be required if it is.
c), d) & f) Rev. 2 UPDATE: This is a combined comment from Rev. 2: 215119. See the
215119 comments for more detail. Revise the plat so that the proposed roadway widths
are provided in the portion of the private street from the VDOT right of way to 150'
beyond the start of the proposed parcel. These dimensions must meet the standards
specified by engineering and mentioned above.
Rev. 3: Comment not vet addressed. See the attached markup for changes to
make to the plat.
13. [14-302 (13)(1)] General Information. When revising the plat include a date of last revision
on the plat. This date should be updated prior to each resubmission.
Rev. 1: Comment still valid. Address this comment after making the two other specified
change below.
Rev. 2: Comment not fully addressed. Address this comment after making the two other
specified change below.
Rev. 2 UPDATE: Comment not fully addressed. Address this comment after addressing
the other plat specific comments.
Rev. 3: Comment not fully addressed. Revise the plat include a date of last
revision on the plat for these changes.
15. [Comment] See the attached comments from the other reviewers.
Rev. 1: See the attached comments from the other reviewers.
Rev. 2: Comment not fully addressed. See the attached comments from the other
reviewers.
Rev. 2 UPDATE: Comment not fully addressed. See the attached comments from the
other reviewers.
Rev. 3: Comment not fully addressed. See and address the attached remaining
engineering comments.
16. Rev. 2 UPDATE: As previously specified by engineering, the private street must be built
or bonded prior to approval of this subdivision plat.
Rev. 3: Comment not fully addressed. The private street must be built or bonded
prior to approval of this subdivision plat.
Please contact Paty Saternye at the Department of Community Development 296-5832 ext. 3250
for further information.
LINE
BEARING
DISTANCE
L1
N 42°22'55" W
8.37'
L2
N 56°49'56" E
55.00'
L3
N 35°31'00" E
72.00'
L4
S 81 °34'02" E
136.38'
L5
S 67-57'18" W
153.53'
L6
S 56'00'14" W
131.21'
L7
N 56'18'27" W
5.97'
L8
N 87°46'07" W
115.00,
L9
S 72°49'29" E
125.26'
L10
S 17°46'51" E
20.00'
L11
N 18°59'12" E
33.20'
L12
N 14°50'35" E
16.54'
CURVE
RADIUS
ARC LENGTH
TANGENT
CHORD BEARING
CHORD LENGTH
C1
335.00'
555.74'
365.59'
N 78°22'35" W
493.98'
C2
1170.00'
70.01'
35.02'
N 88°00'05" E
70.00'
C3
1150.00'
351.22'
176.98'
N 80°58'06" E
349.85'
C4
530.00'
562.38'
310.93'
N 59'12'35" E
536.37'
C5
1200.00'
106.62'
53.34'
N 26'15'58" E
106.58'
C6
54.00'
83.12'
1 52.32'
N 63°04'51 " E
75.15'
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND: A 3 ACRE PORTION OF
TAX MAP 44-22, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
GIVEN UNDER OUR HANDS THIS
20
DAY OF
BARRACKS FARM LLC TITLE (SEAL)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY
THIS
NOTARY PUBLIC
DAY OF 120.
PRINTED NAME
MY COMMISSION EXPIRES:
TAX MAP 44-27D
DARBYS FOLLY LLC; ET ALS
N�
DB 4975 PG 186
TAX MAP 44-27A
DAVID W. CARR
DB 332, PG 522
TAX MAP 44-27E
BARRACKSIDE
FARM LIMITED
PARTNERSHIP
DB 1508, PG 589
ZONED: RA
ZONED:RA
IPF S88o ZONED:RA ! 062%� o N
00,0 8„ O
�' NO 2� 2, \SN 5� 1p• IPS 15 F o5 / N �
cP� y�o ,X`N RZ' 3 SE OF ?S4. 001/ I cn co
��� o �� }I F5o,� �PNE oO �00 CORNER \SOSs IPF �`3I M
GP
0,Q1?1PP SAP /
Oo
6
IPF 23�'
0
A ti
�� 0 ��03 M o ' PARCEL 22
� � w o tee, IPS
L5 (I "o Q-M
°Q�e; 3.000 ACRE
G eoee PQ 200, I LLI
_ 3 SIT%E O/Ato I cv �
a ASPHALT WIDTH Q 89�3628„ (30kSF WI a o
TRANSITION I'V r N
` '4w W Fk ASP 2S SO eS4 C)
Hq<T ��
` w TO r D4p1,1, IPS
TAX MAP 44-33A4
VALERIE HURST &
ANDREW J. BUDA
DB 4643, PG 107
ZONED:RA
OFpso, YW/OT
`eN4 F,y ?,D qT
40' RIGHT OF WAY EASEMENT -
ALONG BARRACKS FARM ROAD
DB 556, PG 494
DB 1373, PG 71
4�B 3564, PG 9
rno
�0
TAX MAP 44-33A3
w,
1CANTERBURY LLC
t
DB 4946, PG 187
ZONED:RA
APPROXIMATE LOCATION
OF WPO BUFFER PER
ALBEMARLE COUNTY GIS.
SEE NOTE # 11
s
sue,
TAX MAP 44-105
ROBERT E. & ERIKA R.
REYNOLDS
DB 1011, PG 525
ZONED: RA 2
���ALTH 0
G� 0-
O TAX MAP 44-104 4,
WILLIAM L, III & CECILIA r'�
> V. MEFFERT w�
JOHN CARROLL Y DB 3105, PG 654
Lic.No. 3235 ZONED:RA 48_
TAX MAP 44-271
BARRACKSIDE FARM LIMITED
11) PARTNERSHIP
QO DB 1508, PG 589
ZONED:RA
Om
�Q
Q
TAX MAP 44-27H
BARRACKSIDE FARM LIMITED
PARTNERSHIP
DB 1508, PG 589
ZONED:RA
TAX MAP 44-27G
BARRACKSIDE FARM
LIMITED PARTNERSHIP
DB 1508, PG 589
ZONED:RA �5
Z
TAX MAP 44-27FBARRACKSIDE FARM
LIMITED PARTNERSHIP
DB 1508, PG 589
ZONED:RA
/ REMOVE roadway width and asphalt
width dimensions and labels in this
IPS 15' SE OF portion of the plat. This portion of
CORNER the road is not being revised or
evaluated for this plat submittal and
its standards and widths must be
based upon the plat in which it was
approved.
REVISE these two dimensions to
state "20' minimum roadway
width".
O
O�
EXISTING
STRUCTURES
S 8311" 30" l
Ko�3� 389.47'
006�2 TAX MAP 44-22A
�36 JOHN M. & CYNTHIA H. DENT
DB 2222, PG 481
%t
IPF
TAX MAP 44-27J OWNER OF RECORD (PER DB 3639, PG 652):
BARRACKSIDE FARM LIMITED BARRACKS FARM LLC
PARTNERSHIP 518 BARRACKS FARM RD
DB 1508, PG 589 CHARLOTTESVILLE, VA 22901
ZONED:RA
S
,V O6,
Og„
�r
`�vsn TAX MAP 44-19B
CRAIG A. &
KATHARINE B.
WINN
DB 1850, PG 330
ZONED:RA
O
EXISTING
STRUCTURES
qS,A
SAS ''�'� TR,9ivs
TAX MAP 44-22 (RESIDUE) '
BARRACKS FARM LLC
DB 3639, PG 652
150.162 ACRES (REMAINDER)
ZONED:RA
ADD a new revision date after the
changes have been made.
S 72°09'29" W 254.86' S 72°45'37" W 350.56'
TAX MAP 44-66 TAX MAP 44-67
SUSAN F. McNEELY TIMOTHY E. HEGEMIER,
DB 3548, PG 608 ET AL
ZONED:RA DB 4435, PG 523
ZONED:RA
OHO
oo.
Q)
V
CO
ls�61,
Al 3 S4',
Cn
N
W
Pq
�/
�4
TAX MAP 44-22C1
SEAN F. & TAMMY SIMPKINS
FLYNN
DB 1382, PG 725
ZONED: RA
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
NOTES:
1. NO TITLE REPORT FURNISHED.
2. THE NEW 3.0 ACRE PARCEL BOUNDARY IS BASED ON A
CURRENT FIELD SURVEY (7-10-18). PARENT PARCEL SHOWN IS
BASED ON INFORMATION FROM RECORD.
3. EASEMENTS MAY EXIST THAT ARE NOT SHOWN HEREON.
4. PER FEMA FLOOD INSURANCE RATE MAP #51003CO260D,
DATED 2-4-2005, THIS PARCEL LIES IN FLOOD ZONE "X" (AREAS
OUTSIDE THE 500-YEAR FLOOD PLAIN).
5. IPF: IRON PIN FOUND
IPS: IRON PIN SET
6. PARCEL 22D AND THE RESIDUE OF TAX MAP 44-22 EACH
CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
7. PARCEL 22D IS ASSIGNED ONE (1) DEVELOPMENT RIGHT AND
MAY NOT BE FURTHER DIVIDED. THE RESIDUE OF TAX MAP
44-22 IS RETAINING THREE (3) DEVELOPMENT RIGHTS AND
WHEN FUTHER DIVIDED IT SHALL NOT CONSIST OF MORE THAN
22.279 ACRES.
8. BUILDING SETBACK REQUIREMENTS:
FRONT (EXISTING PUBLIC ROADS): 75'
FRONT (INTERNAL PRIVATE ROAD): 25'
SIDE: 25'
REAR: 35'
9. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR
SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
10. THIS PARCEL IS ZONED RA AND IS LOCATED IN THE IVY
CREEK WATER SUPPLY WATERSHED AND THE
CHARLOTTESVILLE-ALBEMARLE MPO. THIS PARCEL IS NOT
LOCATED IN AN AGRICULTURAL -FORESTAL DISTRICT.
11. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED
IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE.
12. THIS PARCEL IS IN A CONSERVATION EASEMENT PER DB
PG
13. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE
STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM
OF THE STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY
THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE
COUNTY OF ALBEMARLE.
14. APPROXIMATE LOCATION OF CRITICAL SLOPES, WPO
STREAM BUFFER AND EXISTING STRUCTURES INTERPRETED
FROM ALBEMARLE COUNTY GIS.
CRITICAL SLOPE:
WPO STREAM BUFFER: ------------------ -
15. "ROADWAY WIDTH" SHALL BE DEFINED AS TRAVELWAY
WIDTH PLUS SHOULDER WIDTH.
W PLAT OF TWO LOT SUBDIVISION
C5 TAX MAP 44-22B
m MARIA BISHOP SHANNON TAX MAP 44-22
cn DB 3564, PG 17 JACK JOUETT MAGISTERIAL DISTRICT
ZONED:RA
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 " = 200' AUGUST 21, 2018
S 72°42'56" W
196.66'
TAX MAP 44-75B
WILLIAM D. PARKER, J
& KAY COS
DB 1395, PG 29
ZONED:RA
LAKE ANNA LAND SURVEYS
362 OVERTON DRIVE MINERAL, VIRGINIA 23117
540-894-7550
REVISION BLOCK:
REVISED12-7-18 PER COUNTY COMMENTS DATED 10-24-18
REVISED 1-27-19 PER COUNTY COMMENTS DATED 1-25-19
IREVISED 2-19 -19 PER COUNTY COMMENTS DATED 2-15-19
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:
Plat preparer:
Owner or rep.:
Applicant:
Plan received date:
(Rev. 1)
(Rev. 2)
Date of comments:
(Rev. 1)
(Rev. 2)
Reviewer:
Planning Reviewer:
Subdivision Plat review
Barracks Farm Road Final (2-Lot) Subdivision Plat (SUB2018-00145)
John Carroll, Lake Anna Land Surveyors, 362 Overton Dr., Mineral, VA 23117
Barracks Farm LLC, 518 Barracks Farm Rd, Charlottesville, VA 22901
Troy and Marianna Wade, 107 Fairway Dr, Louisa, VA 23093
[troy@jamisondaviscompanny.com]
31 Aug 2018
2 Jan 2019
22 Feb 2019
14 Sep 2018
22 Jan 2019; comments revised: 5 Feb 2019
1 Mar 2019
John Anderson /Engineering
Paty Saternye
We have completed Engineering review of plat dated 12-7-18. After further discussion with Planning Division,
Engineering review comments are revised.
SUB2018-00145
2. Show and label critical slopes on plat. Ref. Exhibit. (Rev. 1) Addressed.
3. Show and label stream buffers not shown. Ref. Exhibit. (Rev. 1) Addressed.
4. Note 2: Provide date of (current) field survey. (Rev. 1) Addressed.
5. Provide tie for farm road centerline at 800.39' residue boundary line. (Rev. 1) Addressed.
6. For L3 + 442.59 segment, provide total length in parenthesis (514.59'). (Rev. 1) Comment withdrawn.
Review error: total distance=442.59'.
7. For 3.0 Ac. parcel boundary north of proposed drain field, show 354.56 as total length, if such is the case.
(Rev. 1) Comment withdrawn.
8. For 362.00' boundary of 3 Ac. parcel, list bearing with /at distance label (N35°07'05"E). (Rev. 1)
Addressed.
9. For L10 tie (which is L5), provide (TIE) label with L5. (Rev. 1) Addressed.
10. Recommend stream buffers be shown as dot -dash line type, not solid line. (Rev. 1) Addressed.
ii. deleted 10424 ii 4 (review o er)
a4b. deleted 1042419
12. Shift L7 label so it is not obscured by residue boundary line. (Rev. 1) Addressed.
13. Provide bearing/distance or curve data for farm road centerline between C5 and C6. (Rev. 1) Addressed.
14. New: Code 14-412.A.2 applies. With subdivision, Barracks Farm Road, a private road, will serve 5 parcels/lots:
TMPs: 44-22 (residue); 44-22B; 44-22C; 44-22C1; 44-22D (re£ image, below), and t' izee lotsever- a dista-aee &f
2,714={dE).—Provide a PE seale drawing to confirm a private street constructed to standards listed at 14-412.A.2.
exists this dista-ac-e between end state maintenance and a point 150' beyond entrance to parcel 44-22D, prior to
subdivision plat approval. Standards include:
Engineering Review Comments
Page 2 of 3
1. A turnaround meeting AASHTO guideline, required at a point just beyond 518 / 516 Barracks Farm Road
driveway (a shared driveway appears to serve 518 and 516). (5 Feb, REVISED) Comment withdrawn.
Existing intersections internal to TMP #44-22 (Residue) provide adequate turnaround. Current roadway
evaluated adequate to ACF&R needs, ref. review comment (1/22/19; CV): "The driving surface up to the
development site is wider than shown on the plans and sufficient for emergency vehicle access. Fire Rescue
has no objection to this lot being developed but any further development on this road will require upgrades
in width and surface."
2. Vertical centerline curvature meets a minimum design K value of five (5) for crest curves and fifteen (15)
for sag curves (provide street profile /K-values). (5 Feb, rev.) Comment withdrawn. GIS terrain contours
indicate road meets vertical centerline curvature minimum design K values for crest /sag curves.
3. Street easement is thirty (30) feet, minimum. (5 Feb, rev.) As follow-up: Please dimension access easement
width on TMP #44-27D. (Rev. 2) Addressed.
4. Radius of horizontal curvature is forty (40) feet or greater. (5 Feb, rev.) Comment withdrawn. GIS
terrain contours indicate road meets horizontal curvature, forty (40) feet or greater.
r c ore e tisal�%nturgeomeiF) (Rev. 2) Addressed. GIS image deleted.
5. Travelway width is fourteen (14) feet, minimum. (5 Feb, rev.) As follow-up: Requirement applies at
property entrance, at pillars. Ref. 14-412(A2(a). Where additional width is required, compacted VDOT
21 A stone, 6"-8" depth may be placed, and compacted with sheepsfoot roller or similar equipment to match
existing asphalt grade and cross slope, including at pillars, between end state maintenance exterior to TMP
44-22 (Residue) and a short distance interior to the parcel. Applicant -furnished field measurements on 31-
Jan 2019 indicate roadway width is at least 14' near end state maintenance but is 12'-8" at pillars and is
again >14' wide at a point 45' interior to the parcel. Once required minimum 14' width is constructed at
points currently less than 14' wide, and shoulders are established (next item, item #6), submit written
notification to Albemarle County /Engineering Division that roadway improvements are complete.
Engineering will inspect to confirm. Roadway improvements must be built or bonded prior to subdivision
plat approval. (Rev. 2) In process. It is Engineering's understanding roadway improvements will be
bonded (bond estimate request received 2/25/19); improvements to be built with later site construction. Plat
may not be approved until bond is posted.
6. Three (3) foot minimum shoulder width. (5 Feb, rev.) As follow-up: Requirement applies at property
entrance, even at pillars. Establish 3' shoulder width, minimum. Minimum travelway plus minimum
shoulder width requires a minimum twenty (20) foot opening between pillars. A pillar must be relocated.
Also, ensure shoulder cross slope adequate to avoid stormwater detention at the pavement edge, for entire
length of roadway, from end state maintenance to 150' past proposed entrance to parcel 44-22D. 1mage,
below, pg. n 12, n n QIITO GFeen Look Also, VDOT Road Design Manual, Appendix B1, pg. B(1)-8,
Table 2. (Rev. 2) In process; see item #5, above. AASHTO excerpt deleted with Rev. 2.
7. Minimum of four (4) feet from edge of shoulder to ditch centerline. (5 Feb, rev.) Comment withdrawn.
A ditch is not required given relatively flat terrain and absence of existing ditch features. If ditch
requirement imposed, there is no existing network with which to connect at either end of roadway section
under consideration. Runoff is from paved surface to shoulder, and from shoulder to undeveloped fields.
8. Grade < 16% calculated over a distance fifty (50) feet. (5 Feb, rev.) Comment withdrawn. GIS terrain
contours indicate grade <16% calculated over a distance of fifty (50) feet, from end state maintenance to
150' beyond entrance to parcel 44-22D.
9. Rectangular zone super -adjacent to the street clear of all obstruction, including any structures and
vegetation, that is at least fourteen (14) feet in width and fourteen (14) feet in height. (5 Feb, rev.) As
follow-up: Requirement also applies at pillars. A pillar must be relocated. (Rev. 2) In process. Ref. item
#5, above.
10. If the grade of any portion of the street exceeds seven (7) percent, the entire street shall be surfaced as
required by VDOT standards. Streets having a grade of seven (7) percent or less may have a gravel surface.
(1.-10., unless otherwise authorized by Chapter 14, Albemarle County Code) (5 Feb, rev.) Comment
withdrawn. GIS terrain contours indicate no portion of the street exceeds seven (7) percent. In any event,
existing surface is asphalt pavement.
Engineering Review Comments
Page 3 of 3
Road. From this paim on, 2 lot standard listed a4 14 4 12.A. 1. applies, and no PE sealed of As built
drawing r-equirements apply beyond tufaaretHid. (Only lots 4 4 22G, and 4 4 22G 1 are serwed by the pr-
street, t ,.,rots beyond 519,1516 u.,....aeks Farm Road.) (5 Feb, rev.) Comment withdrawn. Existing
intersections internal to 44-22 (Residue) provide adequate turnaround. Also, item # 14.(1.), above.
15. New: Revise plat to show street easement is thirty (30) feet, minimum. (5 Feb, rev.) Withdrawn; redundant,
listed at 14.3., above.
16. New: Recommend revise residue label to read `l50.162 Acres.' (5 Feb, rev.) Addressed via email (.PDF
revision) to Planning Div.
17. Note: Albemarle has option to request a separate road plan application, but will accept a AE sealed As
drawing of constructed improvements. i either- ease (Read D' As built), separate a plieatien with a
review fee is r-equired. la e4her- ease, appreval of As built dr-awing ai- Read Plan design is requir-ed 19461. to final
subdivisionplat appfo a . If Applicant elects to submits a Road Plan that proposes improvements, as would appea f
to be the case (Ex width -:� ' 42 then Road Plan improvements woulE1 need to be built, or improvements bonded,
prior to final plat approval. (Rev. 2) In process. Albemarle County received bond estimate request on 2/25/19.
Also: Ref. item #5, above.
(GIS image deleted with Rev. 2)
After discussion with Planning, 10/24, original comments 1., 11. deleted (review error).
Please feel free to call if any questions: 434.296-5832—0069.
Thank you
Albemarle County Code, 14-412, partial (deleted with Rev. 2)
SUB201800145 Barracks Farm 2-lot FPT 030119rev2