HomeMy WebLinkAboutSDP201900072 Review Comments Final Site Plan and Comps. 2020-01-24COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832
Memorandum
To: Craig Kotarski, Timmons Group (craig.kotarski&timmons.com)
John Thier, Turner Enterprises (iohngturner-enterprises.com)
Kim Mellon, Timmons Group (kim.mellongtimmons.com)
From: Mariah Gleason
Division: Community Development — Planning
Date: January 24, 2020
Subject: SDP201900072 Beaver Creek Medical Office Building — Final Site Plan (digital submittal)
The final site plan referenced above has been reviewed by the Planning Services Division of the Albemarle County Department
of Community Development (CDD) and by other members of the Site Review Committee (SRC).
The Planner will approve the plan when the following items (from the Planner and from other SRC plan reviewers) have been
satisfactorily addressed and when all SRC plan reviewers have indicated in writing their tentative approvals. [Each comment is
preceded by the applicable reference to the Albemarle County Code.]
1. [32.5.2(s)] Coordination ofplans. See attached comments from Jack Kelsey regarding the alignment of County -planned
improvements into the site design and plan. The final site plan for this development will need to align/coordinate with the
planned road improvements.
2. [32.5.2(i)] Easement area. It was difficult to identify on the plans maps where current easements are located on the property.
This was particularly true for the access easement between this property and TMP 60-39. In reviewing the planned
improvements associated with this development, it appears that instead of vacating and realigning the current access
easement and having an additional easement to allow the off -site parking, the necessary easement area — for access,
construction, maintenance, and use — between this parcel and the owner of TMP 60-39 should actually be drawn to the
extent of the paving improvements shown on that property. Also, please clarify what the Dominion Energy easement on
Sheet C2.1 is being adjusted from and to.
[32.5.1(c), 32.5.2(a)] Setbacks.
a. In the Setback notes on Sheet CO.0, reference both special exceptions that are currently in review by the
County that need to be approved to allow this development:
i. Rear parking setback, pursuant to 4.20(a)
ii. Use buffer, pursuant to 21.7(c)
b. The setback shown along the western property boundary is incorrect. As the zoning ordinance states, the 1 Oft
front minimum setback is only from public street ROWS. Review and revise as necessary.
4. [32.6.3] Parking structure. Please submit materials pursuant to Sec. 32.6.3. In the comment response letter from the
applicant, it was indicated that architectural drawings would accompany the submission of the final site plan but our office
has not received this information digitally or physically.
[32.5.2(b), 4.12] Parking schedule.
a. The parking requirement for this use, based on the proposed square footage of the development, is 107 parking
spaces [(26,600sf x 0.8)x(1/200)=106.4, which rounds up to 107]. It is a standard practice of the County to
round up to the nearest whole number if the minimum number of required parking spaces is found to be more
than [x] whole number.
b. In the underground garage, provide auto -turn analysis to demonstrate that a reverse maneuver, from a parking
space furthest from the entrance, can be performed without a 3-point turn. If this maneuver cannot be
demonstrated, the parking spaces in the underground garage will need to be reconfigured.
6. [4.12.18] Loading areas. Loading spaces must be delineated in a manner that identifies and preserves the required
dimensions with paint striping, signage, or by other means approved by the zoning administrator. Indicate on the plans, if
not already done, how the loading space will be delineated.
7. [32.5.2(e)] Existing landscaping.
a. Provide a label for the tree line along the rear property boundary.
b. Show all of the trees that exist on the site currently. In looking at the County's aerial imagery, there appear to
be more trees located on the site than what is currently shown on the Existing Conditions sheet.
8. [32.6.2(k), 4.171 Outdoor lighting
a. The plan needs to demonstrate anticipated footcandle measurements up to the boundaries of the property.
Please revise to extend the analysis beyond the confines of the parking area.
b. Provide the manufacturer cut sheets for each of the fixtures proposed on the lighting plan. It is preferred that
the cut sheets be inset onto the appropriate plan sheet. The cut sheets need to include the total lumens emitted
by the fixture and, if the total lumens is 3,000 or more, that the fixture is a full cutoff luminaire.
c. Albemarle County assesses photometric plans based on a maintenance factor, or "LLF", of 1.0. Please revise
the table of Sheet SELL to include this information. (Note: Before the C/O is issued, site inspectors will use
the lighting plan and this information to evaluate whether the as -built lighting aligns with the site plan.)
9. [Albemarle County Engineering Policy] Sight distance. Indicate the sight distance lines for entrances and left turn lanes.
This information did not appear to be included, or at the very least, labeled on Sheet C5.1, as noted in the applicant's
comment response letter.
10. [Albemarle County Engineering Policy] Benchmarks. It was difficult to locate benchmark locations on the plan maps.
Provide a label to clearly identify these elements.
11. [32.5.2(a)] Neighboring lots.
a. Update the use on TMP 60-37 to reflect "funeral home" uses as this is the use defined by the ordinance.
b. Update the zoning on 60-36 to reflect "C-1 Commercial" in accordance with the County zoning map.
12. [Comment] Process.
a. If easements are proposed/needed, they will need to be submitted to the County for review/approval, recorded,
and noted on the final site plan prior to the plan's approval.
b. The special exceptions associated with this development are in review and will need to be approved by the
Board of Supervisors prior to approval of the final site plan.
OTHER SRC REVIEWERS
Albemarle County Engineering Services (Engineer)
Matthew Wentland, mwentland(a)albemarle.org — Requests Changes; see comments below
1. The VSMP plan will need to be approved prior to Final Site Plan approval.
2. Off -site easements and SWM easements will need to be recorded prior to FSP approval. A Deed of Dedication will
need to be signed and recorded for the SWM facility easements. This will filled out by the County and forwarded to
the applicant when the plat is nearing approval.
3. The Bonfire Sugar Maple in the southwest corner should be moved farther from the curb inlet, preferably to another
island.
Albemarle County Information Services (E911)
Brian Becker, bbeckergalbemarle.org — No Objection
Albemarle County Building Inspections
Michael Dellinger, mdellinger(d)albemarle.org — No Objection
Albemarle County Department of Fire Rescue
Shawn Maddox, smaddoxgalbemarle.org — Requests Changes; see comments below
1. Thank you for addressing the previous comments. Please ensure the sprinkler FDC is located within 100' of the
hydrant.
Albemarle County Service Authority
Richard Nelson, melsonaserviceauthority.org — Requests Changes; see comments below
1. Provide fixture counts to determine meter size.
2. Abandon sewer lateral behind existing 2 story building.
3. Abandon 5/8" water meter.
4. The proposed fire hydrant needs to be 40' min from the building.
5. Remove proposed sign from existing ACSA easement.
6. The service line to the meter will be a 8x4 TS&V to a 2" threaded plug.
7. Confirm if the building will be divided and metered separately.
8. Please provide construction schedule. ACSA needs to replace a sewer segment on this parcel and would like to do this
before final paving.
Virginia Department of Transportation
Adam Moore, adam.moore(a,vdot.vir ig nia.gov — Requests Changes; see comment letter attached
Architectural Review Board
Patricia Saternye, psaternyekalbemarle.org — Requests Changes; see comments below
1. 2019-01-07: ARB met on 1/6/2020 and the action letter from that meeting has been uploaded to the ARB2019-146 ARB
review on County View and for this site plan review. Please see the action letter for the changes "requested changes"
for the site plan.
Albemarle County Facilities Planning & Construction
Jack Kelsey, 'ki else2(c�r�,albemarle.org — Requests Changes; see comments added to the Site Plan and Grading & Drainage Plan
sheets attached
In accordance with the provisions of Section 32.4.3.5 of Chapter 18 of the Code, if the applicant fails to submit a revised
site plan to address all of the requirements within six (6) months after the date of this letter, the application shall be
deemed to have been voluntarily withdrawn by the applicant.
Please contact Mariah Gleason in the Planning Division by using mgleasongalbemarle.org or 434-296-5832 ext. 3097 for
further information.
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
1601 Orange Road
Culpeper. Virginia 22701
Stephen C. Brich, P.E.
Commissioner
January 07, 2020
Mariah Gleason
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Re: SDP-2019-00072- Beaver Creek Medical Office Building — Final Site Plan
Dear Ms. Gleason:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced plan as submitted by Timmons Group, dated
November 25, 2019 and offer the following comment.
Land use
1. An approval Access Management Exception is required prior to approval of the final site
plan. Preliminary information regarding the AM-E has been discussed with Steve
Schmidt of Timmons Group.
If further information is desired, please contact Willis C. Bedsaul at 434-422-9866.
A VDOT Land Use Permit will be required prior to any work within the right of way. The
owner/developer must contact the Charlottesville Residency land Use Section at (434) 422-9399
for information pertaining to this process.
Sincerely,
Adam J. oc6, P.E.
Area Land Use Engineer
Charlottesville Residency
WE KEEP VIRGINIA MOVING
Show the AD ramp o b
included in the County
_ —s sidewalk improvement;
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PERMANENT VDOT
UTILITY EASEMENT -
1
_
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE.' COMMERCIAL (MORTUARY)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE. COMMERCIAL (OFFICE)
rrr crc
TEMP- EASEMEf
SEE DB 5
WA TER LINE (TO BE REL OCA TED
I ROAD SIDEWALK IMPROVEMENTS)
TE LOCATION OF RELOCATED
AFTER IVY ROAD SIDEWALK
NTS. CONTRACTOR TO FIELD VERIFY
TMP 06000-00-00-04005
CHARL 0 TTES VILL E INVESTMENT
TMP 06000-00-00-036A0 j PROPERTIES
STILL FRIED LANE L L C DB 860 PG 568
DB 4709 PG 224 ZONE.- R15 RESIDENTIAL
ZONE: R 1 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y)
USE: RESIDENTIAL (MULTIFAMILY)
SY644,NaR
ENE
MHS
TOP=568.87
INV.4'IN=565.62 (W)
��EiLiENT INV.4"IN=562.70 (W)
s INV.37N=564.45 (SW)
INV. 6'7N=566.02 (S)
1- ___�N V OUTB "IN=562.65 (E)
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INV. OUT=559.96(E)
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TEMP.
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ENTRANCE
/ SEE DB 5134
��P ; PG 766
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MHS
TOP=579.44
INV.87N PVC=573.40
INV. OUT8"IN PVC=566.66
TMP 06000-00-00-03900
WEST END SHOPS -EAST LLC
DB 1805 PG 664
ZONE, HIGHWA Y COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
RT
TYP.
S�
LEGEND:
CONCRETE SIDEWALK
a�
HEAVY DUTY CONCRETE
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
MILL AND OVERLAY
NOTE:
80' 1. A KNOX BOX SHALL BE INSTALLED, COORDINATE LOCATION
THE FIRE
RSHAL
O 'S OFFICE.
CaL0 .40) 2. AIVINGWILL ANDAOVERLAY AT ENTRANCE WILL REQUIRE
EDf�lVE FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD.
SEE MOT DETAIL ON SHEET C1.3.
BUILDING FOOTPRINT:
1ST FLOOR: ±13,300 SF
2N° FLOOR: ±13,300 SF
TOTAL: ±26,600 SF
u�ivir .� Lip LIYVLVJLI■L �' �-RL� ® ® �
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INV 8'7NPVC= 575.84
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_`•UGT / County sidewalk improvements (curb, sidewalk,
_ bike lane, storm drainage system) as proposed
(solid line) and labelled "to be constructed by
County as part of the Ivy Road Sidewalk project".
EXISTING TOPOGRAPHY IN THIS AREA BASED ON
INFORMATION PROVIDED BY KIMLEY-HORN AND
_ ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT.
PERMANENT VDOT I 1 IY41V /QpCOORDINATION REQUIRED FOR FINAL TIE-INS.
UTILITY EASEMENT � 1 - - i D
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Show this 8" waterline as
proposed (solid line) and label it
TEMP. EASEME1. f -
SEE DB 5 8" waterline to be constructed r l _ - �_ v - / ��_ - P,9`E� r
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ominion Energy uti ity pole
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1 II 224 IVY AD the Dominion Energy SE DB 5 34 PG 786 ' - 248 PG. 11
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location should be shown on
the Site Plan 1 .
TMP 06000-00-00-03700 I Z W 11 , • _ �, I� \ I' , _
JOSEPH W. & MARY JANE TEAGUE I Z Q 11 - 6" HOPE RD 3
DB 775 PG 154 GARAGE FFE: 572.0' WITH CLEANOUT 7 /``�� I X 1 _
ZONE: HIGHWAY COMMERCIAL , I 6" HDPE RD 1 502
USE: COMMERCIAL (MORTUARY) WITH CLEANOUT BUILDING FFE: 583.0' s��
1 S- ♦ 1
1 I'I l .-.TRENCH DRAIN
! III WITH CLEANOUT-
I I : 6" HDPE RD 2
I ti I r WITH CLEANOUT 1► Sys ♦ /
A.y1�♦ TEMP.
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ENTRANCE
76 ` SEE DB 5134
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POLE I s DB 1805 PG 664
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745 LF OF 36" USE- COMMERCIAL (NEIGHBORHOOD
UNDERGROUND 1' - SHOPPING CENTER)
CMP STORAGE
RD
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TMP 06000-00-00-03600
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300 TWIN SYCAMORES LANE LLC
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USE: COMMERCIAL (OFFICE) Q I -
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103 1
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IPF INV.IN 12"RCP=573.79
INV. OUT 12"RCP=573.72
ROD IF
TMP 0600D-00-00-04005 TMP 06000-00-00-036A0 -
CHARLOTTESVILLEINVESTMENT
� PROPERTIES
STILLFRIED LONE LLC DB 860 PG 568
DB 4709 PG 224 ZONE.- R 15 RESIDENTIAL
ZONE: R 1 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y)
USE RESIDENTIAL (MUL TIFAMIL Y)
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STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
UG MH 1
579.57
5,07'
MH-1
UG MH 2
579.80
5.30'
MH-1
UG MH 3
580.38
5,88,
MH-1
UG MH 4
578.08
3.58'
MH-1
100
577.21
3.46'
MH-1
102
577.27
3.37'
MH-1
108
576.75
2.81'
DI-1
202
577.69
2.84'
DI-36 8 ft Throat
302
579.49
4.80'
DI-1
402
581.99
7.32'
DI-1
500
568.31
3.71'
DI-36 14 ft Throat
502
572.10
7.35'
6 " Cleanout
STORM PIPE TABLE
PIPE #
DIA
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
RD 1
6"
576.15
574.70
5.00%
28.93 LF
RD 2
6"
576.28
574.50
5.30%
33.67 LF
RD3
6"
566.49
565.00
5.00%
29.82 LF
101
12"
573.90
573.75
1.35%
11.14 LF
103
12"
574.50
573.90
0,96%
62.53 LF
201
12"
574.85
574.50
0.50%
69.72 LF
301
12"
574.70
574.50
0.99%
19.75 LF
401
12"
574.67
574.50
3.04%
5.53 LF
501
12"
565.02
564.70
0.53%
60.09 LF
SCALE 1 "=20'
0 20' 40'
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