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ALBEMARLE COUNTY PLANNING S' 5'4 5?,Acro
tl l STAFF REPORT SUMMARY —
Project Name: SDP 2008-52 Seig
Staff: Gerald Gatobu, Senior Planner, Philip
Maintenance Building & 2008-53 UVA Long
Custer Civil Engineer.
Term Acute Care Hospital (LATCH)
Preliminary Site Plan
Planning Commission Public Hearing:
Board of Supervisors Hearing:
June 24th 2008
Not Applicable
Owners: University of Virginia Health
Applicant: University of Virginia Health
Services and Kirtley Family Holdings LLC c/o
Services Foundation.
UVA Real Estate Management
Acreage: 5.026 and 3.5
Rezone from: Not applicable
Special Use Permit for: Not applicable
TMP: Tax Map 59 Parcel 23B and Tax Map
By -right use: Commercial (Cl), Light
59 Parcel 2361
Industry (LI) and (EC) Entrance Corridor
Location: Ivy Road [State Route 250] about
2000 feet from the intersection of Ivy Road
[State Route 250] and Broomley Road [State
Route 677].
Magisterial District: Samuel Miller
Proffers/Conditions: Not applicable
Requested # of Dwelling Units/Lots: Not
DA RA X
Applicable.
Comp. Plan Designation: Rural Area in
Proposal: Request for a Critical slopes
Rural Area 1
waiver (Section 4.2.5.b)
Character of Property: The site currently
Use of Surrounding Properties: Office
has an Office building (Northridge) (TMP 59-
building, Commercial (Car dealership),
23B). The adjacent parcel TMP (59-2361)
Industrial Uses (Warehouse) and residential
has a warehouse facility and a dwelling
properties to the rear.
surrounded by wooded area and steep
slopes.
Factors Favorable: See Report
Factors Unfavorable: See Report
Zoning Ordinance Waivers and Recommendations: Staff Recommends Approval of the
critical slopes waiver.
Ll
STAFF CONTACT: Gerald Gatobu, Philip Custer
PLANNING COMMISSION: June 24, 2008
AGENDA TITLE: SDP 2008-53 UVA Long Term Acute Care Hospital
PROPERTY OWNER: University of Virginia Health Services and Kirtley Family Holdings LLC
c/o UVA Real Estate Management
APPLICANT: University of Virginia Health Services Foundation.
APPLICANT'S PROPOSAL:
Request for preliminary site plan approval for a three story long term acute care hospital with a building area of
29,373 square feet on 8.52 acres zoned (C1) Commercial, (LI) Light Industry and (EC) Entrance Corridor. The
properties, described as Tax Map Parcels 59-23B and 59-23B1, are located in the Samuel Miller Magisterial
District on Ivy Road [State Route 250] about 2000 feet from the intersection of Ivy Road [State Route 250] and
Broomley Road [State Route 677]. The Comprehensive Plan designates this property as Rural Area in Rural
Area 1.
The above proposal will require the disturbance of critical slopes (slopes of twenty five (25) percent or greater).
The applicant has filled a written request [Attachment Cl for a critical slopes waiver addressing each concern set
forth in section 4.2 as per section 4.2.5.a of the Albemarle County Code.
PLANNING AND ZONING HISTORY:
There are several planning and zoning items related to both sites TMP59-23B and TMP 59-23B1.There have
been several site plan applications, zoning clearance applications, sign permits and violations. Planning and
zoning items of relevance to this proposal are as follows:
A zoning determination for Tax Map 59 parcel 23BI dated October 8th 2007 made by the Zoning
Administrator in consultation with the Albemarle County Attorney's office for the proposed Long Term
Acute Care Hospital (LTACH). The Zoning Administrator found that as long as UVA owns and operates the
building or use, the use is allowed by right as a "public use" under Albemarle County Code Section 18-
27.2.1(12). (Attachment D)
The subject property, Tax Map 59 Parcel 23131, is zoned LI, Light Industry. It is located on Route 250, an
Albemarle County Entrance Corridor. This property falls within Area C under the Three Party Agreement
entered into between the University of Virginia, Albemarle County, and the City of Charlottesville. Paragraph
1 of the three party agreement provides that the University will "voluntarily comply with the land use plans and
regulations of either the city or the county regarding the use of real estate held in area C of the three party
agreement map".
SDP2001-80: A major site plan amendment for a 4200 square foot, two story addition to an existing office
building with additional parking for office and parking for the warehouse at the rear of the 3.5 acres parcel
zoned LI, Light Industrial was approved on 05/16/2002. (Tax Map 59 parcel 23B I)
SDP1986-40: Northridge Office Park Site Plan Approved by the Planning Commission on August 12, 1986.
(Tax Map 59 parcel 2313)
2
COMPREHENSIVE PLAN:
The Comprehensive Plan designates this property as Rural Area in Rural Area 1.
REASON FOR PLANNING COMMISSION REVIEW:
Approval of this application requires Planning Commission approval of a modification of Section 4.2 in order to
allow disturbance of critical slopes.
REVIEW OF MODIFICATION OF SECTION 4.2.3 TO ALLOW ACTIVITY ON CRITICAL SLOPES:
DISCUSSION:
Critical Slopes Waiver:
Section 4.2.3.2 of the Zoning Ordinance restricts earth -disturbing activity on critical slopes, while Section
4.2.5.b allows the Planning Commission to waive this restriction. The applicant has submitted a request and
justification for the waiver (Attachment C), and staff has analyzed this request to address the provisions of the
ordinance.
Description of critical slope area and proposed disturbance:
The critical slope disturbance on parcels 59-23B and 59-23B1 will be needed for the placement of the building,
surrounding travelways, and a loading dock. The analysis provided in this report is based on the current drawing
dated 04-28-08.
There are two distinct areas of critical slopes affected by this development plan. The first being a 380ft long,
narrow strip on the west side of the Northridge property (TMP 59-23B). This section appears to have been
construction when the Northridge parking lot was developed. This slope is adequately established and appears
to be well-maintained.
The second section of critical slopes exists above (south and east of) the warehouse parking lot on the Kirtley
property (TMP 59-23131). After a brief site investigation, the critical slopes in this area seem to be natural. The
trees on the slope appear to be mature and no scrub vegetation is present. Though, due to its location between
two level building sites, it is possible the slope was created by the development of the property decades ago.
TMP 59-23B (The Northridge Property)
Areas
Acres
Total site
5.03 acres approximately
Critical slopes
0.80
16% of site
Critical slopes disturbed
0.32
41% of critical slopes
TMP 59-23B1 The Kirtle Pro er
Areas
Acres
Total site
3.50 acres approximately
Critical slopes
0.63
18% of site
Critical slopes disturbed
0.30
48% of critical slopes
Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable alternative
locations:
A portion of this disturbance, the area needed to construct the biofilter, is exempt. Although, it appears an
alternative site layout or a smaller footprint would eliminate the need for a SWM facility on the critical slope.
[4.2.6c] The combined area of the exempted critical slope disturbance (which has been included in the above
calculations) is 0.08 acres. This area is approximately 13% of the critical slope disturbance.
Compliance with Zoning Ordinance 18-4.2:
"movement of soil and rock"
Construction of the building and other site features will most likely require a temporary increased flow down
the critical slopes during a rain event. Movement of soil can be caught with an appropriate sediment
trapping measure before site runoff enters the existing stormwater system.
'`excessive stormwater runoff'
Stormwater runoff will be controlled on site by an underground detention facility and a biofilter. No site
runoff will run across critical slopes in the post development condition.
"siltation"
Inspection and bonding by the County will ensure siltation control during construction. Proper stabilization
and maintenance will ensure long term stability.
"loss of aesthetic resource'"
The critical slope on the Northridge property (TMP 59-23B) is visible from 250 and the Northridge building.
The critical slope on the Kirtley property is only visible from the on-site warehouse. On both parcels, the
critical slopes are covered by mature evergreen trees.
"septic effluent"
This site is serviced by public sewer.
Based on the review above, the applicant has satisfactorily addressed the technical criteria for disturbance of
critical slopes.
Section 4.2.5(b):
Staff has included the provisions of Section 4.2.5b here (in italics), along with staff comment on the various
provisions:
b. The commission may, modify or waive any requirement o f section 1.2 in a particular case upon finding that:
(Amended 11-15-89)
Strict application of the requirements of section 4.2 would not,forward the purposes of this chapter or
otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer
would satisfy the purposes of section 4.2 to at least an equivalent degree; or (Added 11-15-89)
Strict application of section 4.2 would make it difficult to construct the Long Term Acute Care Hospital
at this location. It can be argued that the public would be missing out on Acute Care Health Facility due
to strict application of section 4.2.
2. Due to its unusual size, topography, shape of the property, location of the property or other unusual
conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would
effectively prohibit or unreasonably restrict the use of the property or would result in significant
degradation of the site or adjacent properties. Such modification or waiver shall not be detrimental to
the public health, safety or welfare, to the orderly development of the area, or to adjacent properties, or
be contrary to sound engineering practices; or (Added 11-15-89)
The property has a dwelling/office and a warehouse building in the rear; therefore, the requirements of
section 4.2 do not effectively prohibit or unreasonably restrict the use of the property. The waiver,
however, shall not be detrimental to the public health, safety or welfare, to the orderly development of
the area, or to adjacent properties, or be contrary to sound engineering practices;
3. Granting such modification or waiver would serve a public purpose ofgreater import than would be
served by strict application of section 4.2. (Added 11-15-89)
The University plans to build a long term acute care hospital on these two properties. It can be
reasonably said that the construction of an acute care hospital would serve a public purpose of greater
import than would be served by strict application of section 4.2.
Factors favorable to this request include:
• Permits the construction of a long term acute care hospital.
• Addresses the requirements of section 4.2
Factors unfavorable to this request include:
• Denial of the critical slopes waiver would not prohibit development on the property.
RECOMMENDATION:
Based on the analysis of the Open Space and Critical Resources Plan and on the review of the engineering criteria
presented above, staff opinion is that this request meets the criteria for approval. Staff recommends approval of the
critical slopes waiver.
Discussion
Interparcel Connection
Should the planning commission choose to approve the critical slope waiver, staff recommends discussion on
interparcel connection. Interparcel connection is required for comprehensive plan compliance and can be
required per section 32.7.2.5 of the Albemarle County Code by the planning commission or the agent. Staff has
attached an email from UVA staff (Attachment F) explaining the University's position and limitations to achieving
the required interparcel connection.
Section 32.7.2.5 of the Albemarle County Code reads
"The commission or the agent may require provision for and/or construction of travel lanes or driveways to
serve adjoining properties. The pavement of vehicular travel lanes or driveways designed to permit vehicular
travel on the site and from adjacent property and parking areas shall be not less than twenty (20) feet in width ".
(32.5.7, 1980; Amended 5-1-87)
5
Attachments:
A - Aerial Map
B - Site Plan
C - Applicant's critical slopes waiver request
D - Letter of Zoning Determination
E - Photos of the site
F - Email from UVA staff
G - Parking Determination
G
ed
SDP2008-53 UVA Lon Term Acute Care Hospital Prelimina (N en Some items on map may not appear in legend)
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,,,,p„,, UVA LONG TERM ACUTE CARE HOSPITAL
ENGINEERTIMMONS GROUP
919 2ND ST. S,E
CHARLOTTESVILI.E, VA 22902
TELEPHONE: 434-295-5624
CONTACT' AMMY GEORGE, C.LA
AMMY.GEORGE@TIMMONS.COM
TAX MAP PARCEL: TM 059 PARCEL 23B
TM 059 PARCEL 23B1
ZONING CI -COMMERCIAL
LI -LIGHT INDUSTRIAL
SOURCE OF BOUNDARY AND TOPOGRAPHY: THOMAS B. LINCOLN LAND SURVEYOR INC
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
(434)974-1417
DATED' JANUARY 15, 2007
SITE AREA: TM 59 PARCEL 2:IB 5.02 ACRES
TM 59 PARCEL 2't61 3.50 ACRES
TOTAL AREA 8.52 ACRES
SETBACKS: ADJACENT TO ROUTE 250 RIGHT -OF WAY' 75'
MAXIMUM BUILDING HEIGHT. 65'
(IF ANY STRUCTURE IS OVER 35', 11' SHOULD BE SEP BACK AN ADDITIONAL T FROM THE ORIGINAL 30 SETBACK LINE
FOR EVERY VERTICAL FOOT OVER 35')
BUILDING HEIGHT; 54 /40'
BUILDING AREA; TAX MAP 59 PAR =EL 23B
EX. NORTHRIDGE OFFICE BUILDING 58,770 SF
TAX MAP 59 PARCEL 23B3
EX WAREHOUSE BUILDING 23,100 SF
EX. KIRTLEY OFFICE BUILDING 4,300 SF
LONG TERM ACUTE CARE HOSPITAL
IST FLOOR 16,953 SF
2ND FLOOR 26,321 SF
3RD FLOOR 16,953 SF
TOTAL 87,627 SF
FLOOR AREA RATIO (F.A.R.): TM 59 PARCEL 23B 0.27
TM 59 PARCEL 23B1 0 57
PARKING REQUIRED: 1 SPACE PER FOUR (4) BEDS
SO BED'S / 4 = t3 SPACES
PARKING PROVIDED: LTACH 0
NORTHRIDGE 256
KIRTLEI OFFICE BUILDING 10
WAREHOUSE 20
TOTAL 266'
'UVA HEALTH SYSTEMS CURRENTLY IS CURRENTLY HAS A SITE PLAN APPLICATION
(PREPA'RED BY MCKEE CARSON) FOR A PARKING LOT EXPANSION AT THE ADJACENT SIEG
PROPERTY (TM. 59-23C1 AND 59-23D). THIS PARKING LOT EXPANSION WILL PROVIDE
STAFF PARKING FOR THE LTACH AND NORTHRIDGE BUILDINGS,
SOURCE OF TOPOGRAPHY: THOMAS B. LINCOLN LAND SURVEYOR INC.
UTILITIES: SEWER; ALBEMARLE COUNTY SERVICE AUTHORM.
WATER; ALBEMARLE COUNTY SEWER AUTHORITY
PROPERTY 15 Wr'HIN THE JURISDICTIONAL DISTRICT B0.SE UPON GRAVITY FLOW
EXISTING SEPTIC; FIELD WILL BE REMOVED AS PART OF THE PROJECT FEDERAL AND/OR STATE
REGULATIONS SHALL BE FOLLOWED IN THE REMOVAL OR ABANDONMENT. FACILITIES SERVING
THE TWO EXISTING BUILDINGS ON TM 59 PARCEL 2381 WILL BE CONNECTED TO THE PUBLIC
SEWER.
DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED
MOORES CREEK WATERSHED
THE NCRTHERN REGION OF THE SITE IS LOCATED WITHIN M' CREEK WATER SUPPLY
WATERSHED, WHILE THE SOUTHERN REGION IS LOCATED IN MOORES CREEK
WATERSHED.
DRAINAGE FACILITIES' 6IOFILTERS, FILTERRA BOXES
AMOUNT OF IMPERVIOUS AREA EXISTING ADDITIONAL PROPOSED
TM 59 PARCEL 23B2.99 ACRES 0.28 ACRES
TM 59 PARCEL 23BI 1.47 ACRES 0.91 ACRES
TOTAL 4.46 ACRES 1 19 ACRES
TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 5.65 ACRES
INTERIOR LANDSCAPE REQUIREMENTS- 5% OF PARKING AND VEHICULAR CIRCULATION AREA
PARKING AND VEHICULAR CIRCULATION AREA = 170,474 SQUARE FEET
0.05 x 170,474 = 8,524 SQUARE FEET INTERIOR LANDSCAPING REQUIRED
16,350 SQUARE FEET INTERIOR LANDSCAPING COVERAGE PROVIDED
THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS APPROXIMATELY 0.46 ACRES OF THE
CRITICAL SLOPE AREA WILL BE DISTURBED, THE SLOPES ARE MAN-MADE. A WAIVER WILL BESOUGHT TO ALLOW
THE DISTURBANCE CONCURRENT WITH THIS APPLICATION
THERE ARE NO STREAM BUFFERS ON THE SUBJECT PROPERTY
THERE ARE NO 100 -YR FLOODPLAINS ON THE SUBJECT PROPERTY
THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED
LIGHTING: EACH OUTDOOR LUMINAIRE WILL BE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS OR MORE SHALL
BE A FULL CUT OFF LUMINAIRE THE SPILL OVER OF THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS
SHALL NOT EXCEED ONE-HALF FOOT CANDLE.
PRELIMINARY SITE PLAN!
SAMUEL MILLER DISTRICT
wolow1honlym
VICINITY MAP
SCALE: 1” = 2,000'
OWNERS:
KIRTLEY FAMILY HOLDINGS, LLC
P.O. BOX 247
IVY, VA 22945
AND
UNIVERSITY OF VIRGINIA HEALTH SERVICES FOUNDATION
500 RAY C HUNT DRIVE
CHARLOTTESVILLE, VA 22903-2981
UNIVERSITY OF VIRGINIA HEALTH SERVICES FOUNDATION
C/O UVA FACILITIES PLANNING & CAPITAL DEVELOPMENT
THE BLAKE CENTER, 1ST FLOOR
P.O. BOX 800799
CHARLOTTESVILLE, VA 22908-0799
TELEPHONE: (434) 924-9321
CONTACT: GARY LOWE
12117/07
DRAWN B
C. KOTARS
DESIGNED
A. GEORG
CHECKEDI
S. SAUNDE
scALE
AS NOTE,
Attachment B
Sheet List Table
Sheet
Sheet Title
Number
C1
COVER SHEET
C2
EXISTING CONDITIONS PLAN
C3
PRELIMINARY SITE PLAN
C4
DRAINAGE SHED ANALYSIS
L1
TREE CANOPY ANALYSIS PLAN
1_2
CONCEPTUAL LANDSCAPE PLAN
12117/07
DRAWN B
C. KOTARS
DESIGNED
A. GEORG
CHECKEDI
S. SAUNDE
scALE
AS NOTE,
Attachment B
-
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Attachment B
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wr - --- - --- -- - - _ 8" CH7E VALVE - -
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- °'SIEG MAINTENANCE
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PL'FAi
Attachment B
DALE
12/17/07
D0.AWN BY
C. KOTARSA
DESIGNED 0
A,GEORGE
CHECKED F
S SAUNDEF
scALE
2426;
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Y�
o +
DRAINAGE°n iI
z ~ C z
�- DRAINAGE AREA #1 N ~
' - �ff
_ A
AREA #1 1 �- , ' � I � 0 0 0
- DRAINAGE
J DRAINAGE AREA #2
AREA #2
C a
O. 000
2 ~ NN N
5 C
N�i DATE
--- _ _ _ --- WAREHOUSE - - " \, _ - WAREHOUSE o 12/17107
1 DRAWN
7
C. KOTARS
_ _ •
WATER QUALITY DESIGNED
- DRAINAGE AREA 3 - A. GEORG
CHECKECE
_ _ • S. SA -E
1'=100
WATER QUALITY •
DRAINAGE AREA :
WAT
UALJTY - - - -
NORTHRIDGE 9
(DRAINAGE NORTHRIDGE --�'
AREA 1
go
__ --- - L ------ -
logo so No as on ow M
Ln
--- _
- ----- --- - ._ -- -- -
ROUT -- UT _ -'--- - ROUTE 250 ---' -
E250 ____.-___ _r
V
AREA #3 DRAINAGE i �- DRAINAGE % W
I AREA #3
PRE -DEVELOPED ON-SITE DRAINAGE AREAS POST -DEVELOPED ON-SITE DRAINAGE AREAS /" Z N
--
*THIS NUMBER REPRESENTS THE AMOUNT OF RUNOFF WITHOUT ANY STORMWATER
MANAGEMENT PRACTICES. THE FINAL SITE PLAN WILL INCORPORATE STORMWATER
MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE
REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. TOTAL REMOVAL REQUIRED = 5.76 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS
V
DRAINAGE AREA INFORMATION
STORMWATER MANAGEMENT WATER QUALITY
PRE DA #1
POST DA #1
PRE DA #2
POST DA #2
AREA
2.56
3.32
4.99
4.23
Tc
9 min.
7 min.
12 min.
10 min.
IMP. AREA
1.77
2.73
3.43
3.45
C
0.78
0.83
0.74
0.81
112*8.59
cfs
12.95 cfs
14.40 cfs
14.39 cfs
Q10*
11.58 cfs
17.36 cfs
19.57 cfs
19.19 cfs
Q100*
16.37 cfs
24.25 cfs
27.69 cfs
27.07 cfs
*THIS NUMBER REPRESENTS THE AMOUNT OF RUNOFF WITHOUT ANY STORMWATER
MANAGEMENT PRACTICES. THE FINAL SITE PLAN WILL INCORPORATE STORMWATER
MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE
REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. TOTAL REMOVAL REQUIRED = 5.76 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS
V
STORMWATER MANAGEMENT WATER QUALITY
WATER QUALITY
DRAINAGE AREA DRAINAGE AREA
Ipre Lpre
Ipost Lpost
REMOVAL RATE
%RR
1
0.60
46.7 1.74
76,7 2.74
1.17
42.7%
2
0.78
0.00 1.10
85.9 3.94
2.84
72.1%
3
0.94
66.0 3.72
92.7 5.10
1.75
34.3%
TREATMENT
TYPE
TREATMENT
AREA
LBS. OF PHOSPH.
GENERATED
% REMOVED
LBS. REMOVED DRAINAGE AREAS
TREATED
STORMFILTER
0.60
2.33
65
1.51
1
BIOFILTER
0.78
3.94
65
2.56
2
STORMFILTER
0.94
5.10
50
2.55
3
oz
DRAINAGE AREA #1 IVY CREEK WATER SUPPLY WATERSHED
DRAINAGE AREA #2 IVY CREEK WATER SUPPLY WATERSHED
DRAINAGE AREA #3 MOORES CREEK WATERSHED (NO
j
IMPROVEMENTS PROPOSED WITHIN
THIS WATERSHED)
GRAPHIC SCALE
-
roe
24266
IN FEET ,
n<h = 100 ft
SHEET N
Attachment B
1
TH uF,
LEGEND
533 l S65'51'59" (^` ° PO aE��.
-- - - ! 78 45 E r - +M E Q EX. CANOPY TREE
r
0
- f - -- -.. )1 _ ---- - ! \ - j f EX. UNDERSTORY/ORNAMENTAL ?REE �4aCapF AR"N �Yc�
A1_</.j
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`� j 12117107
_ v
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-- f -�• P� - _ —_ �'--y '�` - _ - - _ L 7 C KOTARS!
-_ � - `� DESIGNED
N25'44' A GEORGE
;,-, 4975 E
- - EA5FNt N� "'� _ - -_ _ 1 �f LO, - - - - - - -�- -- CHECKED e
111 r
Lf
�L
it R.1rGt al I_L', J. ` - �' • • SCALE
1 ,
NOS 9-E
102.57'
1 LTi AC ? '
,IR3,N,� E,f', P T N -
NE 1 Q
?, t _
CIO, ad Q
_ U
w
+ m
IL NGS'_ T+LI - - 75' BUILDING —� -
1 NORTHRIDGE
IF
ILI
_ 9 sE?egc
BU�r -.�
— -
- �
SITE DISTANCE 249.95'
- O V..N853847 W
- - - -------------
- - SITE DISTA1VCE ® BE 21 .72
500` MARK NBS
------ _ - N8409 --
GRAPHIC SCALE
- \BENCH MARk IS SURVEY
1VY ROAD ROINr T- coN o --
} NAIL WITH FLASHER - - - ----- -- - -- -
ELEVATION`643.12 ----- – —
ROUTE 250 -
(IN FEET 1- - - - -- - -
,
1-3111
- - - 244 266;
�TE,NE. 'ham
v RPL Attachment B
IL -WAREHOUSE
1
1
}
`- DO—,U ; F
,RGINi' EKP Foil N'I
3 -CL
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`READ ,Mls t T. CH,AN N,4PL TTt,',r_
;-N' F I f Yt :i H TRJ-TQC-
Nr J
O�O
_ N N
STRSST TREE PUNT/NC
T Nap S9 fhr 2981
RW Yu d 250 LP aj Roaa Frontage 7 Canopy 7' s
F9 -v d 2 —tmg Oak Trees /24%27' Pmp Lene Daamet J
✓ M" e-17 R -9--d T-1 /6 Prep Lsu Pwmeter
STRAAT TR P/AZ'
Tbs Nap 59 ,1 23R
R11 --d 401 Li' l` Road FSoret¢ge = 1f (k " T—
F'rovuted 6 - ErssY4ng Oak 7Yses /15' Plp Ll— meter)
E - Proposed Gbrwpy Tees
78 45
_
. _
�1
1
FNTERlOR PARRIAV LOT
Regxeavd 256 Spaces = 26 Ca T es
120 LP f Porksng z to SNeei = 24 Evergreen Shrubs
Avxnded. 24 Eassdang Canopy ixnes
C' 9Yess
48
43 69.crgrsen Shnebs
.. `
}
`- DO—,U ; F
,RGINi' EKP Foil N'I
3 -CL
A &
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3
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- - _ - - -
1
1 1 -HV L
1
4 -AGAR
1 -HV
I
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b 3 -AGAR
-
AN k j 1 i4 SEE MCKEE CARSON LANDSCAPE; NOR i HRlt` GE
3-CL
PLAN-FOR-MORE DETAIL`- -
1 -FA
3 -HV woo* 00
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- ®P ®✓ _ _ _ � i _ ie woe(,-'_ - - _ ' �' � -
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w.
�.l'�-� LFSITE DISTANCE = 500'
f
.. , - " O 249.95
_85'38'41T'�" - --
SITE DI 'E .DIS? ®9ENCH — 2, 72,
i
-` DISTANCE = 500'
- , N85'38�
_
GRAPHIC SCALE ENCH - — -
`tv A
IVY ROAD POINT MARK IS
s �F NAIL
ROUTE 250 ELEVATION 643.72 FLASHER
t IN FEET I
t vkh =.30R
a o en
u en
� c Q
S m C
z E n '
u0�^'
O nF�u`ai L
c
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ag
2
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i
ID DATE
� �zazto�
H DaawN e•
C. KOTARS
•• A. GEORG
• CHECKED(
S. ---
• • scAiE
• t-=ao
•
•
•
a
loB NO
2426;
SHEET Nt
L2
-"-
`1P P .- HR _' N -
F RA
R �.I ot'J L
STRSST TREE PUNT/NC
T Nap S9 fhr 2981
RW Yu d 250 LP aj Roaa Frontage 7 Canopy 7' s
F9 -v d 2 —tmg Oak Trees /24%27' Pmp Lene Daamet J
✓ M" e-17 R -9--d T-1 /6 Prep Lsu Pwmeter
STRAAT TR P/AZ'
Tbs Nap 59 ,1 23R
R11 --d 401 Li' l` Road FSoret¢ge = 1f (k " T—
F'rovuted 6 - ErssY4ng Oak 7Yses /15' Plp Ll— meter)
E - Proposed Gbrwpy Tees
78 45
_
. _
2 F xst..g C➢ pe klyrtles /6" Asp L.- Pramete J
S Prop sed Canopy Tees
lAT6RIOR PARA7AV LOT,
Required f0 S,caces = 1 Canopy 7iees
SY = E—,,,—. Shrubs
Lohrkxng Adj. to real f6 E
Provaded 3 9 LP F f / FTrees
FNTERlOR PARRIAV LOT
Regxeavd 256 Spaces = 26 Ca T es
120 LP f Porksng z to SNeei = 24 Evergreen Shrubs
Avxnded. 24 Eassdang Canopy ixnes
C' 9Yess
48
43 69.crgrsen Shnebs
.. `
- - \- S6A 3 21)"E
-
5'F sting At—g-'. n Shrubs fa Remain
» r xsen Shrubs
TREE RENOGAL/REPLACEMENT
Removed' 10 Fine es
1 N¢9not T e
Rep!¢ced' 23 � green 73ees
s o na ne d� r e:
PR&6' REN OYALi7iFPLACBA/6NT
Removed Fine T—,
1 d F�
f 1 ' T-
12 Ornamental Cherry 7bees
12
Reptared rgmen Trees
z C opX 7Yees
2 za ornamental Hees
1-QCS
C p�
9 -CL
0'40
X58
383;K
3
j,
g I''
- - _ - - -
1
1 1 -HV L
1
4 -AGAR
1 -HV
I
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b 3 -AGAR
-
AN k j 1 i4 SEE MCKEE CARSON LANDSCAPE; NOR i HRlt` GE
3-CL
PLAN-FOR-MORE DETAIL`- -
1 -FA
3 -HV woo* 00
®i f
- ®P ®✓ _ _ _ � i _ ie woe(,-'_ - - _ ' �' � -
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-f
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f L
w.
�.l'�-� LFSITE DISTANCE = 500'
f
.. , - " O 249.95
_85'38'41T'�" - --
SITE DI 'E .DIS? ®9ENCH — 2, 72,
i
-` DISTANCE = 500'
- , N85'38�
_
GRAPHIC SCALE ENCH - — -
`tv A
IVY ROAD POINT MARK IS
s �F NAIL
ROUTE 250 ELEVATION 643.72 FLASHER
t IN FEET I
t vkh =.30R
a o en
u en
� c Q
S m C
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u0�^'
O nF�u`ai L
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i
ID DATE
� �zazto�
H DaawN e•
C. KOTARS
•• A. GEORG
• CHECKED(
S. ---
• • scAiE
• t-=ao
•
•
•
a
loB NO
2426;
SHEET Nt
L2
Location Map t
171
1•
- "`.:•..,. 5 �X1.5!:":=Y:Y 1-o:;y'��-- �'' SF
a
1
41
MAP SOURCE' ALBEMARLE COUNTY REAL ESTATE TAX MAPS
Standards and Specifications
1. VIRGINIA DEPARTMENT OF TRANSPORTATION 1VDOT) ROAD AND BRIDGE SPECIFICATIONS,
DATED 2001
2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION. DIVISION OF SOIL AND
WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EDI TION 1992 ---- -- - ----
3 ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WAjEgAND SEWER CONSJgU!Q JgN
SPECIFICATIONS, ADOPTED JANUARY 15, 2001
4 VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND
WATER CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK,
FIRST EDITION, 1999 - - --- ---- -- -
General Notes
SIEG MAINTENANCE
LONG TERM ACUTE CARE HOSPITAL (LTACH) STAFF PARKING
Albemarle County, Virginia
PRELIMINARY SITE DEVELOPMENT PLAN
24 March 2008
Prepared For:
Rectors and Visitors of
University of Virginia,
PO Box 400726,
Charlottesville, VA -22904
McKEECARSON
CONSULTING ENGINEERS -LANDSCAPE ARCHITECTS -LAND PLANNERS
301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902
t:434-979-7522 f:434-977-1194
1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
RECTORS AND VISITORS OF
INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH
16
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS,
ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REPAIRS
A
LOCAL ANO STATE POLICY PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
CHARLOTTESVIILE, VA -22904
OR
REPLACEMENTS SHALL BE MADE AS NECESSARY AT COST TO THE OWNER
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT)-
17,
ALL TURF AREAS THAT ARE IMPACTED OR DISTURB EO BY CONTRACTOR VEHICLES,
TMP 59-23C1
EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED
2 ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS
18
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE
OTHERWISE NOTED
FRONT BUILDING IS EXISTING
OWNER PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE
3 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE
19,
AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED
WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED
YARD 30'
AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR
PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION
20
CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY
4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED
METAL WAREHOUSE ON TMP 23D 8656 IF
LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2 1 WHERE POSSIBLE, LESSER SLOPES OF
MAXIMO NUMBER OF EMPLOYEES
WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO
4 1 OR BETTER ARE TO BE ACHIEVED CONTRACTOR IS RESPONSIBLE FOR
COMMENCEMENT OF EXCAVATION OR DEMOLITION
ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES
21
BEFORE BURNING, BLASTING. OR TRANSPORTATION OR STORAGE OF EXPLOSIVES,
5 PAVED. RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.
OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL-
22
TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND
RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER
6 UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE RANCOR HI -Q VDOT
ARE EXCLUDED
STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI O HIGH DENSITY
POLYETHYLENE (HDPE) PIPE
23
EXCLUDED IS THE RELOCATION OF ANY UTII ITIES NOT SPECIFICALLY NOTED TO
BE REMOVED OR RELOCATED
7 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)
24
CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS.
CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED,
8 THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP
TO THE EXISTING SITE SURVEY THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS,
25
THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING
SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND
THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS
ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR
ATA SINGLE LOCATION THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM
PROCEEDING WITH WORK
THEIR OWN SITE WORK UP TOA SINGLE BOX ON EACH BUILDING
9 DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS
26
THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON
APPROVED BY THE ENGINEER
THESE PLANS THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP
WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS
10 THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
ON THESE DRAWINGS
UTILITIES PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL
VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNOE RGROU ND
27
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL
UTILITIES- THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY'
MATERIAL THAT MAYBE NECESSARY IN THE COURSE OF CONSTRUCTION AND
17.800-552-7001)
SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM
THE SITE, ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL
11 THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
OF THE ENGINEER
UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF
NECESSARY THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS
MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO
TAKE PRECAUTIONARY MEASURES TO PROTECT
Site Specifics
THE UTILITIES SHOWN HEREON AND
ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS
e p
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE,ANY
1
DATUM USGS
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IFUTILITY IS DAMAGED
DURING CONSTRUCTION, STOP WORK IMMEDIATELYAND NOTIFY THE ENGINEER
2
BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY
12, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND
THOMAS B, LINCOLN LAND SURVEYOR,CHARLOTTESVILLE, VA
COMPLETED WITH THE SITE WORK, THE DEVELOPER SHALL BE NOTIFIED AS TO THE
3.
BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610 80
RELOCATIONS REQUIREO PRIOR TO THE START OF CONSTRUCTION
SEE EXISTING CONDITIONS SHEET
13. THE CONTRACTOR SHALLADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND
COMPLETED WORK FROM THEFT AND VANDALISM THE OWNER IS NOT RESPONSIBLE
4
THIS SITE IS NOT WITHIN A RESERVOIR WATERSHED
FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE
5
THIS SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN
14 THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND
THE BUILDING CONTRACTOR
6
ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO
CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT
15 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
7.
A WAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
ON THE MAXIMUM NUMBER OF PARKING SPACES
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
8
LIGHTING AND PHOTOMETRIC PLAN WILL BE SUBMITTED ALONG WITH FINAL
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INOEfANIFY AND HOLD THE
SITE PLAN
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER
OR THE ENGINEER'
Purpose and Intent of the Site Plan
1 THE PURPOSE AND INTENT OF THIS APPLICATION IS TO PROVIDE SUFFICIENT
PARKING FOR BOTH THE PROPOSED LTACH FACILITY ON TMP 59-2381 AND
THE EXISTING MAINTENANCE FACILITY ON TMP 59-23D, 23F AND 23C1
AS ILLUSTRATED IN CONTEXT MAP
2 TMP 59-230, 23F, 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED
INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW
3 CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN
SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER.
4 UNDER USUAL CIRCUMSTANCES, APPLICATION WOULD BE MADE FOR A MAJOR
SITE PLAN AMENDMENT TO TMP 59-23D, 23F AND 23C1 AS THE EXISTING FACILITY
IS TO REMAIN IN TACT AND FUNCTION
5, PRELIMINARY APPLICATION IS MADE TO ACCOMPANY THE LTACH APPLICATION
PREPARED BY TIMMONS GROUP AND SUBMITTED UNDER SEPARATE COVER
Site Data
DEVELOPER
RECTORS AND VISITORS OF
UNIVERSITY OF VIRGINIA,
PO BOX 6......
CHARLOTTESVIILE, VA -22904
TAX MAP IPARCEL
TMP 59-230
LTO BE CONSOLIDATED)
TMP 59-231
TMP 59-23C1
ZONING.
L-1
MAGISTERIAL DISTRICT
SAMUEL MILLER
SETBACKS (L -U:
FRONT BUILDING IS EXISTING
SIDE NA
REAR NA
YARD 30'
PARKING 10'
EXISTING USE
WAREHOUSE
EXSTNIS BUILDING
METAL WAREHOUSE ON TMP 23D 8656 IF
METAL WAREHOUSE ON TMP 23D 13754 IF
MAXIMO NUMBER OF EMPLOYEES
23 EMPLOYEES
(EXISTING WAREHOUSE)
PROPOSED USE
PARKING REQUIRED -
PARKING PROVIDED -
MAX IMPERVIOUS COVER
OPEN SPACE PROVIDED
FLOOR AREA RATIO
EXISTING BUILDING HEIGHT
PARKING FOR LTACH STAFF (USE)
B8 SPACES
2 CUSTOMER PARKING INOT OPEN TO PUBLIC)
2 LOADING SPACES (22610 SF)
92 SPACES (INCLUDING 4 HANDICAP)
4 LOADING SPACES
68. 199SF
36, 060 SF
(BUILDING AREAISITE AREA) 0 51912 90= 0,18
26'
Sheet Index
SHEET TITLE
COVER SHEET -
EXISTINGCONDITIONSPLAN ----
LAYOUT AND DIMENSION PLAN- --- -
GRADING AND UTILITIES PLAN—
LANDSCAPE PLAN - -
Context Map
SHEET NO
_ 1
2
PROPOSED LTACH BUILDING
ON TMP 59.2361
EXISTING MAINTENANCE
FACILITY WITH PROPOSED PARKING
-7 „1 `( 15 9 .ON TMP 59-230, 23F AND 23C1
-- PROPOSED PEDESTRIAN
CONNECTION
Legend/Abbreviations
ITEM EXISTING PROPOSED
BENCH MARK ,r
PROPERTY I RIGHT OF WAY LINE
SETBACK LINE
INTERMEDIATE CONTOUR --_____-
INDEXCONTOUR
BUILDING
PAVEMENT ____________________
WATER MAIN _ W_ - _ yX- _W W _
Site Construction WATER VALVE
1 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT STORM SEWER
SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL IF A SEPTIC DRAIN FIELD _--__-_
SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, SEWER LINE - S - - - g - _S
5 -
A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER INLET
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION MANHOLE
LIMITS OF PAVED AREAS UTILITY POLE
3 CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH TELEPHONE PEDESTAL
THE VIRGINIA LITTER CONTROL ACT NO LESS THAN ONE LITTER RECEPTACLE. EASEMENT
SHALL BE PROVIDED AT THE CONSTRUCTION SITE BITUMINOUS PAVEMENTS - -- --��.
4 ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH CONCRETE PAVEMENT ---------------------
OR
-----------------OR DRAINAGE OUTFALL. PIPE SHALL BE MIN 6' DIAMETER AND CONFORM TO CURB _ --
VDOT STANDARD SB -1 NOTIFY ENGINEER IN ALL CASES- CURB WITH GUTTER -------- -----------
5 STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN GAS LINE - G- - - G - -G —G —G -
ACCORDANCE WITH VOOT STANDARD ST -1 ALL DRAINAGE INLETS SHALL DRAINAGE AREA DELINEATION SDA
HAVE A 2 INCH LOCAL DEPRESSION. INTERMITTENT STREAM
6 STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE RIP RAP
CENTER OF THE CONNECTING STORM DRAIN STRUCTURES PIPE LENGTHS STORM DRAIN IDENTIFIER O
INCLUDE STANDARD VOOT END WALL SECTIONS WHERE APPLICABLE SANITARY SEWER IDENTIFIER
7 STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER UNDERGROUND ELECTRIC LINE -UGE- - - —UGE —
OF THE INLET BOX OVERHEAD ELECTRIC LINE _OHF_ OHE
UNDERGROUND TELEPHONE LINE-.UGr---- UGT
8 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, OVERHEAD TELEPHONE LINE -OH1- - - —,. 1: T- -17
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED REINFORCED CONCRETE PIPE
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT) THE PLAN AS FIRE HYDRANT - F --
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT n -'r
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL YARD DRAIN
GOVERN
TOP OF CURB -�
BOTTOM OF CURB
LOW POINT
DROP INLET,
CLEANOUT
WATER METER
Approvals TOP OF THE STAIRS
BOTTOM OF THE STAIRS
DEPARTMENT OF COMMUNITY DEVELOPMENT TOP OF THE WALL "VI
BOTTOM OF THE WA I I 3V�
VIRGINIA DEPARTMENT OF
PLANNER TRANSPORTATION
HANDICAP RAMP
LIGHT POLE
ENGINEER
- - - --- - Revisions
INSPECTIONS 1 0412812008: SITE REVIEW COMMENTS.
ARCHITECTURAL REVIEW BOARD
I
DEPARTMENT OF FIRE RESCUE -
Sgnaty. and Seal Sheet No :
ALBEMARLE COUNTY SERVICE AUTHORITY
Q
�RGINIA DEPARTMENT OF TRANSPORTATION _ _ -_ vT Rci
ROBERT B, MCKEE�
• 1
HEALTH DEPARTMENT NO 7783
? Q-
�w°
/'6`10 NAL Y�°' Attachment B
McKEECARSON
Existing Condition Notes
55
I * 1 2
CONTACT LANDSCAPE ARCH�ITECTIENGINEER 24 HOURS PRIOR TO
DA U5G PAC 101111 AN ON-SITE REVIEW
TUM "OON' R T"
1 �,�TOE,,.IISIIUTHIRI��IIEITCI�I
CLEARING "AIIIIIIcnm
C SPECIMEN TREES TO BE SAVED IN THIS AREA
OF IF NOE
2 BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B LINCOLN LAND SURVEYOR,
Y.Fu/1
DINCCORIVERENCROACHES CHARLOTTESVILLE VA
f 3. BE
PROPERTY LINE
NCH MARK IS IRON AND CAP STAMPED 031 ELEVATION 610 80,
EXISTING PARKING WILL BE DEMOLISHED
A ALL OF
C,SIS ; PLAN
CONd. -- I -- 1� 9 , % , : - -
DIIUPSIFR 5 DEMOLITION PLAN WILL BE SUBMITTED ALONG WITH FINAL SITE
AD S6343*'f
A 112 95, 6 GREY AREAS REPRESENT CRITICAL SLOPES
7�11 48' up SURVEYED AND ARE PLACED
&�GEASEWNT', DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT
, , -X-,, THE THREE �3)
D 8'474 z &e.61 I',' P51 , - �N APPROXIMATE LOCATIONS
Cg�S64'11'W'F CsXrli,,SPO,�
TA'I'N INC
P 46�. 40PL4T L ?A= 0'�5726' 9
�,Xc,5pr E3
IF 10394 R 137277`_, a(AS9r CENTER""" OF TR40g REFERENCES,
11 A= f25 46� R..O.SIR
Existing Condition Notes NORTH R1D%5,rTpf PLAN'
VEFC0 EASEMENT: T�62RX
9,17 934 P47, 478 1;.S 14' CONSOU FACEO BUILDING - - I- OMOU A`!EDFI-Al
UP TMP 5s 0 2SF. 2 AND FOLLY DRIVE EASEMENT WILL RE CO
CONSOLIDATED TH AS LINCOLN SUiRvt�OR,
EXCEPT F3 11CKAN 1� X TAX
60530 "S"N- FROPERlYthVE EL CH TA 5'13 29' INTO ONE SINGLE 3C' MAP PARCEL FOR SIMPLIFIED REVIEW
NOTE ff= APPLICATION WILL BE PREPARED BY THOMAS LINCOLN
III-IAI ;1,'R1111'18E' � m7�
8856 SF BUILDING ENCROACHES -L)GTBOX 4-5704 2 CONSOLIDATED PLAT AND AP5 MITT ED AT A LATER DATE UNDER SEPERATE COVER
62, V1F=SEA4ENT 7�78 �3' SURVEYORS AND WILL BE SUB
- - E8 Lr),p E B owuo�23DO 3 2TOVER PROPERTY
621,0 t'�' P 4AI. V73 PIAT C�57 04'
3rANA-S 1 ry RECTORS & VISITORS 0 THE -PART`/WALL 16571'044££ C'^/5.-
-
- 1� L-.
EXCEPT F5 Is 1372 777-
,11 bg Fw - UNIVERSITY OF VIRGINIA DB 1093 P 78 DELTA 2'�'2 51'
--,ROHPJUND 837,
ZONE L I
EXCEPT 13
mmlfjP,� NN-13 Idly 177'
�110 Pat FROM CORNER 6--255 48
159 S4, CS�S7753'15W
AID DELTA- 10'40'43'
y EXISTING I �'IrO)'" 'C:K
5]30,(UP �A� . , G,,ER A Z.
A
13754 SF
FF
059o&00aO23FO
R CTORS&VISITORSOFTHE
DOGWOOD- UE I.P
0,59m-00 UNIVERSITY OF VIRGINIA APPROX tOCAT' ZONE L I TC
UNIVERSITY OF VIRGINIA WOOD- V3 z7
HEALTH SERVICES
ZONE LI A ROX. LOCA77ON
OOG"V L.o 0u
1111T101CA17ON
0590040-00m3cocn
RECTORS & VISITORS OF THE z u
14,W Pr
UNIVERSITY OF V RGINIA Q OI
ZONE COMMERCIAL <
19PINEI 15
z >
TC 606.61 5,r 93p"
IF I plC-,` , 1 �7
. Lu
30'E4SEMI�NT
C
08 910 P451PLAr 05900-0-00-W3C1 HP 10 - 0
RECTORS & VISITORS OF THE uj� 9,1
08 03 P 706 EXCEPT PR UNNERSITY OF VIRGINIA GL z 0 u
10
DR 387 P 18 EXCEPT F8
ZONE L I U
f5P11VEi 15 M (D
S054357W6307' X02 GRASS CONC w z
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DEL TA� I09'f6'k`
- -R2547i
F01 7,1
iZ 74
ec
59-2361 Evsfwa PARKING LOT up 1;Iv
54 SPACES
FOLL� ROAD
50' EASEMENT_ c
(PRIVATE} 0', REVISIONS
0 249 AC 903-8 Tc
0,,mowa SRE REVIEW COMI,
LARARLE
9c
UrIL1Ty7YfCO
D5 2199 1601 NE5-186 --t-
OR 2199-P1511596, 1 A,
5, 73
OR Lplo P 4
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V14 ULT
FH
VEPC0 EASE�VENF
VEPCO —OR 392 F, 94 — — — -- — — —
OB 431 R pf�Ar -i --
0 6 397 P 30", PLATT-,f%cffqr
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DESIGNED ON
I 'VACS4 EAS15YEN75--'
OR 12fl P343PLAT 61 24
0M.— CHECKED
0 IS 9N P 204, 207PIAT
Rp #VVIN SCALE
49,14' JN84-,3 ff"V823" p
3921.82
BENCH MARK 15 IF 'TES -VARM6167WOTHINGRESS DATE
IrONAND ; 7E� -C ; E6RESS EASEMENT 3312,
°Ell - 2574'
6A
R,
Ex, P.z!
C8-12J`f P-141Y-PLAf
EXCEPT FAI 2' PRO c
-REFATION T�'$o - -------- -------
....... ........
------ -- --- ----- -- SHEE NUMBER
40
0 20
VEPCO R WFf i- r
S7URANDANCROR
a29�p .89- -1 ---- ------ -
EXCEPT F3 --U S-.-ROUTE-250 -- ----- 014
'F� rA
---------- --- ---- ---
-- ------- ------------ -------- --- -
---- - -----------
I I
I ' /
rEP-JDEASErrEn'r` � } l � I
OB 71 � /
P 465 188 /"LAI _ <�:p i
— —LL—
J
DBgi4CEP- P3175, =75 P;Af4 - - _ \_ _ CE_360�_--�-�-
EX = -
SIGHT DISTANCE 360 FG �2�=:=—� - -
___——U S ROUTE 250
-' I'EP'OEASClfElVr
D d 9}4
15' P R,"G i'7,3 PLAT ---(
EXCEPT F6 SAC --
C- - -
I ____- _�-
GiLj,G�N
\`�
A Scale 1' =
rSIGHT DISTANCE EXHIBIT 100'
0 ,W 200
I
h Z
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out Notes1
Y
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.Layout
DETAIL DIMENSIONAL LAYOUT WILL BE PROVIDED WITH FINAL SITE PLAN
Q Z
LL
_
N ' —
2. EXISTING PARKING LOTODI REPLACED WITH THE PROPOSED LAYOUT AS SHOWN EXISTING
BUILDING WILL NOT BE MODIFIED D
0 C
� U
Q
i O C
C
`\ � _ �
_ - - - - _ - 3. PARKING LOT LAYOUT IS IN COMPLIANCE WITH THE SECTION 412 OF ALBEMARLE COUNTY CODE
�o a
—LOADING SPACES —
-
Q '�� a�� `l i - , -/
4. THE PROPOSED PARKING LOT IS DESIGNED TO PROVIDE SUFFICIENT PARKING FOR BOTH
THE PROPOSED LTACH FACILITY ON TMP 59-23131 AND THE EXISTING MAINTENANCE FACILITY
ON TMP 59 23D 23FAND 2301 SEE COVER SHEET FOR CONTEXT MAP
W
j Q
N
U a
5 NUMBER OF EMPLOYEES' 23 EMPLOYEES
(EXISTING WAREHOUSE)
�/ � 1 1 �{ - � �� `•'
PROPOSED USE PARKING FOR LTACH STAFF (USE)
PARKING REQUIRED EE PARKING
88 SPACESSEME
AGtt
}
- DB 970 P4G = -'' \ ��\
_�� y O�� _
l
2 CUSTOMER T OPEN TO PUBLIC)
2 LOADING SPACES (22610 SF)
NF
_
OH 913 1,
1
y/j
PARKING PROVIDED. 92 SPACES SPACES INC 4 HANDICAP)
4 LOADING SPACES
2 CLEAR OVERHANG LIMB \ _ \ _ \� _ BCONCR�BS _ .
I
{
r IN
���-�1 � � ,.i.
-PYP)--
�I-
- tnk ' 7 CLEAR OVERHANG LIMIT _'R
1 u,
Y CLtAR OVERHANG LIMIT
SPACES�i
'8 WIDEBUMPER /x -
''.C�BLOCI4jf1'P) �,
_ l i -
U ' {
VARIABLE Iirn r/>PERMANEVr - 1pI \ N 1I ai {rt - _ fl..p \--
1 I. 1uTVFASEME% r- - - - ° ! I I .. '� ! - I m,
De_ln9'"6 'ssr F1 T -- - — F
n. EYCEP Fd �' - ! _� �'
S _ 1'+9 P 157 fA9
Ed't'EP'F4 .fl.f. -I -`,:.I -—�.Q. y_ _
—�
08, 910 P 467 PLAT - --
'i i -,P9 CURB f
I � 13,6' �5 4
-ERCT EA.SPM1fEN7 — EPCd E4SEMENT _ 1 9 SPACES @20' EA
Jd 13, P 13?PLA' L7 B. 9e P -
'6PBQ, 1170 PLAT _
rXG£pr h� I ) - '. _ 50'eU/LD/NGSETBACK L/NE_/BUlLO1N_G EXISTS ON S/TEJ
-�--� _.
-
- � 5r WIDE CONCRETE SIDEWALK �
I
T _ '
J0
�0'4CSA
EASEMENT /
08111; �313F141 -
_
08 ?P l a207, 107PLAT -
EICEPF F6 F14
. .... .. ........... - _----___-_..-__
--vEPCORWFJR ,',,y. _______________________" ._.____"_"_____..--._ __•;-�___.._____-_- "__ _
STUB4NDANC HOF
D8 268 1456
EXCEPT F.4 U.S. ROUTE 250
E WLOrH,WGRESS —
S FGRESS EASE/A.FNr
- - - 18 !: P 343 PL4'
EXliEP.'Fi1
1' = 20' co ntnur Interval 2'
/ 0 20 40 80
McKEECARSON
_w�pL,TFI OF
:i
ROBERT 8 MCKEE�
Lic No 7193
� 2
�`SL NAL rel:
REFERENCES
NORTH RIDGE SITE PLAN
TIMMONS GROUP
CONSOLIDATED PIAT.
THOMAS LINCOLN SURVEYORS
REVIS1014S
1 04/28/2009 SITE REVIEW COMI
DESIGNED SRK, NBB
CHECKED I
SCALE
DATE 03/2,
PROJECT
SHEET NUMBER
0'
GI
Z
Y
a_
W
h Z
U
—_ C,
Z
C LL
v _
Q
Q 0 Z
Z
J' e
W
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0 C
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Q
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UE
W
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N
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REVIS1014S
1 04/28/2009 SITE REVIEW COMI
DESIGNED SRK, NBB
CHECKED I
SCALE
DATE 03/2,
PROJECT
SHEET NUMBER
0'
GI
McKEECARSON
Grading and Utilities Notes
1 ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
a
, LIMITS INDICATED ON THE EBS PLAN
2 SWALES OR CHANNELS SHALL BEPLANTED WITH ANNUAL RYE GRASS ° C°
TO STABILIZE AND CONTROL SOILIL EROSION' ASPHALT AND OTHER IMPERVIOUS MATERIALS
1 - FOR SWALES OR CHANNELS WILL NOT BE PERMITTED
3 INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS
` Y _ 4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT II a CABLE, TV, GAS,
{ / ELECTRIC)
ICA -
5 ALL UTILITIES MOUNTED O BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ? �>
- - - _ ALLOWED BY SERVICE PROVIDERS ALL MOUNTED UTILITIES SMALL 8E PAINTED TO MATCH
BUILDINGS CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER JROBE PT a MCY.EE
- - _ 7RANSPO - - PRIOR TO INSTALLATION Lac Na 1789
- i
RTAT{ON, INC - _ 6 ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
I ELECTRIC TRANSFORMERS CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING rF,r
I - - ARE NOT PAINTED '10 NA I. NF V`
ERUNEOP T� 7 TRANSFORMER PADS TO BE SUPPLIEDAND INSTALLED BY SERVICE PROVIDER
Ck
ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER, SERVICE PROVIDER ---------- --
I' _ SHALL PROVIDE PULL WIRES TO CONTRACTOR CONTRACTOR SHALL TURN UP AND CAP ALL REFERENCES'
- - CONDUITS.
i TI NORTHRIDGEGROUP
�/ - - 9 GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER GAS METERS SHALL NOT BE TIMMONS GROUP
C^ LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY) CONSOUDATED PLAT'
l l) ��/� MOMAS LINCOLN SURVEYORS
10 TO INSTAL OR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
T TO INSTALLATION
11 ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER{ARCHITECT/
/ ENGINEER FOR BEST LOCATION
/`D��^ - 12 WATER METERTO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY
I i
�` General Construction Notes z
Y
/ - SPAGE3 I / S \� 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF,WAY. INCLUDING CONNECTION TO
I _ _ ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION (VOOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE Q
REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
OF THE PERMIT SHALL GOVERN LL
II
P
_ 2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM Q
-- `/ _ / TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
- SIDEWALK_ - LOADING W vt Z
SPACES- - CUT(TYPj % 3 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH ~ Q
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, U O
11GRADING OR OTHER CONSTRUCTION =
✓ I� I _ _ _ _ - �, C_ 0.
4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM Q p1 v
_ , /- - - - ALLOWABLE SLOPE IS 2 1 (HORIZONTAL.VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES Q LL
OF 3:1 OR BETTER ARE TO BE ACHIEVED
p -
- - - - _ _ -_
o° ! _ PAVED R P�RAP RSTABILIZATION MAT NEO 7CH MAY BE REQUIRED WHEN IN THE OPINION
-� 5 I 0 LI DI
m,L �' /
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED °jJ T
k.,, - _ -,- _� NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL � QF -
I C _
VIRGINIA FOR UNIFORM TRAFFIC CONTROL
�
6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINI UAL 0 U 0 f C
DEVICES
Z
L, II
C
- 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III U U Z
TO ADS DROP INLET
1 / -
TOP 601 50, INV OUT 598(TyN '4
'Q� - T n NO PARKING !� I _ I - g ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS w
..P) _ y� FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 7926) O �r
/ \ - _ - _ (/ ^ . - I - -0 7 L', HDPE U L
_ - i - _ r = CLEAR SPACE - - _ —J / \\ v w
LIMB ITYP)'- W - a
Construction Notes for Stormwater
Management Plans
1 ALL DAMP AND CONSTRUCTED FILL T L WITHIN TER OF MAXIMUM DRV DENSITY AND L
2% OF OPTIMUM MOISTURE CONTENT ALL FILL MATERIAL TO BE APPROVED BY �
GEOTECHNICAL ENGINEER AGEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS r-
2 PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT U
FACILITIES Z
3 FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO U
PERMANENT STORMWATER MANAGEMENT FACILITIES, CONVERSION IS NOT TO TAKE
CO PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE
Ill? II O 0 _ 0 COUNTY EROSION CONTROL INSPECTOR
I ,.-- REVISIONS
3CURB- _ I Oa128/2008 SITE REVIEW COMA
Stormwater Sewer Schedule
I � _
INV OUT 598 _—
I - T STRUCTURE
_ STRUCTURE" R T INVERT INVERT T
.1 RIPRAP.O50 - n'
PDESCRIPTION
- - P E
TOP ELEV
I
1 - I
E
. - - ID _ TYPE IN OUT I _
VEP _ -
EM \ _ - _ -
EASEMENT,1-' - '.� I YD _ 15' YARD INLET 60150 -__LL 59050 -
StpEWALK ��' - - - -- l fi'I �BIOFILTER ° _ _ __ VAULT �— __ 6i�7 LT 15 Ham_ P�0 70°,e'
- CLEAN OUT OUTLE'TO BIOFILTER S3S 2� —54�
TO ACCESS' II '/ ,�FH -- -- - -- —
-ARV LTACH BUILDING \\ I -- - i - t - t- I
70P SEE CONTEXT MAP - - --_--- -- --- STONE WALL ° y '
ri15a7 ON COVER SHEET -_
TW 604.0', ,
FIRE PROTECT/ON -_ l°✓ _- --I'TW 604 0 T1 0W 598
I J
M
BW 6030 _
1 / t
1 4' x 1' RECTANGULAR
5•
I
EASEMENT
_ -.- NING_-
i
ACSA - � ,'HEIR OPE
U EASE ,R
-
\ � 'SCHEDULE40
PERFORATED PIPE
DESIGNED SKI, N89,
WVIN
.597 92 - --INV OUT= 594
CHECKED
RIPRAP D50 1.
DATE. 13/2
U.S. ROUTE 250 sale 21' o lour reteFval PRaEo
\ 0 20 40 BO SHEET NUMBER
T CURB CUT O
t
l
i�
;,4 )
y
S
DB 9101461 PLAT
li ENGEPT Ft, ;
Landscape Calculations
TREE CANOPY CALCULATION _-_ _ _ _ _ - _ _
_ _ REQUIREDPROVIDED_
TOTAL SITE AREA
290 AC
TREE CANOPY REQUIRED(INDUSTRIAL USE= IAl. OF SITE,
029 AC 094 AC
TOTAL PARKING AND CIRCULATION AREA
_ _ a 96 AC _ _ _
5% OF TOTAL PARKING AND CIRCULATION AREA
0 05 AC 0 05AD
GENERALLANOSCAPE CAlE tI ---
1824m
STREET TREES REQUIRED (350'150')
7
SCREENING TREES REQUIRED
WA
PARKING 40T T REES REQUIRED (891101
9
NOTES
18-24 no
VALUES FOR THE AREA OFR CANOPY PROVIDED WERE TAKEN FROM THE
TREE CANOPY CHART
AUDGEM
OF. IN THE ABENCE OF TREESPECIFIC DATA, THE BEST PROFESSIONAL
PECALCULATIONARCHITECT
JUDGEMENT OFA LANDSCAPE ARCHITECT
N
CENJERUNf
Master Plant List
OF
1 24m,
NICK
anspic Vib mum
- - _ K -_
SIDEWALK ; 1 • -_ - - _ --
TOACCE jjj---��` RHY-v.� ., -. �. _r*3'1.�!
. ARV LTACH (IL DING
TOP'' SEE TEXTMAP
67501",IpN SHEET
___ __ __ -- -I•__ AVN-+µ x. l
x
-
-- jStf
f2'OL'l f✓
ACSA I
JO ,EASEMENT
U.S. ROUTE 250
--DECIDUOUS CANOPY TREE (Typ )
----EVERGREEN TREE (TYP )
Landscape Plan Notes
1 ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE
SAME SOURCE (PER SPECIES).CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT
MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE
UNAVAILABLE, AND FOLLOWING INSTALLATION
2 ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT
OF ORDERS CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING
3 OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF
DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING CONTRACTOR TO NOTIFY
LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY
4 MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES MULCH
SHALL BE APPLIED TO A.2 -INCH DEPTH MULCH RINGS 24 -INCHES MIN IN DIAMETER ARE TO BE PLACED
1 TING BEDS
AL NOT LOCATED N PLAN
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5 STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3'1 (TO BE DETERMINED BY LA AND
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MATTING `HALL BEAN APPROPRIATE NORTH AMERICAN GREEN PRODUCT CONSULT LAAND
ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY
6 CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE
ARCHITECT ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER AND LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
7 PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST
8 PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS
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REFERENCES
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YOUR VISION 111CHIEVEU 1HROUGH 0(jk!6.
April 28, 2008
Joan McDowell
Principal Planner
County of Albemarle
Department of Planning and Community Development
401 McIntire Road, Room 218
Charlottesville, VA 22902
Dear Ms. McDowell:
RE: UVA Long Term Acute Care Hospital (SDP 2008-00053)
Critical Slope Waiver Request
In the development of the UVA Long Term Acute Care Hospital (LTACH), a portion of
the existing critical slopes on the properties will be impacted. Please consider this
critical slopes waiver request to allow minimal impacts to critical slopes per Section
4.2.5.b.3 of the Zoning Ordinance.
The following are the calculations for the site:
Parcel Parcel Area Area of Critical Area of Critical
Slope on Parcel Slope Impact
TM 59 Parcel 23B 5.02 Acres 0.78 Acres 0.35 Acres
TM 59 Parcel 2361 3.50 Acres 0.61 Acres 0.37 Acres
During the conceptual design of the site and program for LTACH, the layout of site
was developed to provide access to both the first and second floor. We were also
seeking to save the existing brick office building located on Parcel 2361. By placing
the building on the man-made slopes between the two parcels, we were able to
achieve these goals. This will also reduce the visual impact of a three story building
by blending it into the existing topography of the development site.
This development will not unnecessarily increase the amount of stormwater run-off
by the use of a low -impact storm sewer design methods such as bio -filters,
Filterra/storm filters and underground storage of run-off. The combination of these
methods will ensure that the post -development run-off quantity does not exceed the
pre -development run-off quantity.
The building will be on both public water and sanitary sewer.
Based on the calculations and explanation provided above, the minimal critical slope
impacts requested will in no way constitute potential dangers to the public health,
safety and/or welfare. Please do not hesitate to contact me at 434.327.1684 if you
have any questions or require any additional information. Thank you for your
consideration.
Sincerely,
Ammy George, CLA
Attachment C
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
October 8, 2007
Charles Wm. Hurt, Jr.
University of Virginia
Space & Real Estate Management
P.O. Box 400884
Charlottesville, VA 22904-4484
Re: Proposed Long Term Acute Care Hospital (LTACH) — zoning determination
(TM 59, Parcel 2381)
Dear Mr. Hurt:
The purpose of this letter is to provide an official zoning determination regarding the
proposed long term acute care hospital (LTACH) on the above -referenced property. As
long as UVA owns or operates the building or use, the use is allowed by -right as a
"public use" under Albemarle County Code § 18-27.2.1(12). Although the University of
Virginia Medical Center is exempt from local zoning regulations under these
circumstances as an agency of the Commonwealth, Paragraph 1 of the Three Party
Agreement entered into by the University, the County and the City provides in this case
for submittal of a site plan.
This determination was made in consultation with the Albemarle County Attorney's
office and was based on information provided by you and others, including the
University of Virginia's General Counsel's Office. This decision is based on the fact that
the LTACH will be owned and operated by the University of Virginia Medical Center. By
letter from R. Edward Howell, CEO with University of Virginia Medical Center dated July
30, 2007, the Virginia Department of Health was informed of this fact and the fact that
HealthSouth will no longer be participating in this project. (Certificate of Public Need,
COPN #04053)
The subject property, TM 59, Parcel 23131, is zoned LI, Light Industry. It is located on
Route 250, an Albemarle County Entrance Corridor. This property falls within Area C
under the Three Party Agreement entered into between the University of Virginia, the
County and the City. Paragraph 1 of the Agreement provides that the University will
"voluntarily comply with the land use plans and regulations (as exemplified by those
listed in Exhibit 1) of either the City or the County regarding the use of real estate held
in Area C on the attached map." Exhibit 1 refers to the County's comprehensive plan,
the zoning ordinance, the subdivision ordinance, and the former erosion and sediment
Attachment D
Hospital LTACH) — TM"C9,
Prop Parcel 2381
Proposed Long Teri cute Care Hose
-�-
tober 8 2007
Oc
Page 2
control and stormw
management ordinances that are now consolidated under t e
water protection ordinance.
rt will be leased to the Recto, da,nd5 SLC until 2047 at
tors of the
b the owners, Kiri►eY Family Holdings
We understand that this
hUVA) PY yset'sduring
it of Virginia ( A, The UVA General Counoffice pa�yd r
University complete control ov
which time the land 77 2007'. UVA "will have comp b the University.
an email dated ease ... The LTACH will be operated solely Y
the term of t propos site plan, I will be
are ready to proceed with disc
with County thetstaff If you have any questions
When you re-application conference lease let me know.
happy to seta p
in preparation for this discussion or otherwise, to appeal it within thirty (30)
this determination, You have a right with
re a grieved by determination is given, in accordanCedeterm�nation shalt
ction 15.2 -
If you a 9 appeal, this
days of the date nonce Virginia.
I youdo not file a timely P b filing with the Zoning
2311 of the Code of Virg appeal shall be taken only Y peal which specifies the
be final and unappealable. o Zoning
o Appeals a notice of app with
plication must be completed and filed along
Administrator and the BoardAn a�peal Tapp ca t n was given is the same as the
grounds for the appeal.
the
fee of $120. The date notice of this determination
date of this letter.
Sincerely,
'
(-(t lIle-
UU,&I
Amelia G. McCulley,
A.I. P.
Zoning Administrator
File TM 59, Parcel 2361 ttorney
Cc: Reading Deputy County
Greg Kamptner, Dep Y
Wayne Cilimberg, Director of Planning
Attachment D
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From: Hurt, Charles (cwh4cm) {cwh4cm�eservices.virginia.edu]
Sent: Thursday, June 12, 2008 1:44 PM
To: Gerald Gatobu
Cc: Harkins, Thomas A *HS; Lowe, Gary E *HS; Maretta, Judy Oam8gt); Amelia McCulley
Subject: LTACH connector
Importance: High
Attachments: LTACH connector v2.pdf
Gerald —
We are having trouble with the design of the connector between Seig and LTACH. The ramp will need
to cross a ACSA/RWSA water line easement and will add an additional three to four feet of fill over the
pipe. We may have trouble getting permission to do this. There is also an existing electric pole that
causes problems with the design. Our current sketch depicts a 20' wide travel -way with a 14% grade.
The approaches to the connector is problematic because many cars will not be able to make the
transition.
Additionally, we are having a difficult tune understanding the need or benefit of the inter -connective
ramp. Employees will be assigned to park in the Seig lot and there is no need for them to move from one
lot to the other during their work shift. Patient and visitors will continue to park in the Northridge lot as
they have for the last twenty years.
In conclusion, we will continue to study the connector, but at this point we cannot agree to build it.
We will commit to continue to work on the design and to work with your department on a final
resolution, however the design issues, the easement concerns, and the unknown cost of the work and its
benefit to the project prohibit us from making a commitment today.
Please call me with questions or comments.
Best regards,
Charlie
�� .}•.ti,@{i � 1�4,. '?i' q ��`�:?,. _ dl<$T .i t. t� a: ?z'.'.v \�.tf€�i°4`C`til�'[ss
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Attachment F
file://\\cob-dts01\CityViewLnk\Docs\2008\SDP\SDP200800053\LTACH connector.htm 6/17/2008
.�w
County of Albemarle
Department of Community Development
Memorandum
To: Gerald Gatobu, Senior Planner
From: Amelia McCulley, Zoning Administrator
Division: Zoning & Current Development
Date: June 12, 2008
Subject: Parking Determination — LTACH, Northridge and Sieg Warehouse (TM 59,
Parcels 23B and 23131)
I have reviewed the parking study submitted by Kimley-Horn and Associates, Inc. for the University of
Virginia for this project. At this time, I am giving preliminary approval to the parking projections and
proposal. Prior to final site plan approval, I suggest that they conduct an additional parking analysis of
vacant spaces to confirm their presumptions for actual parking occupancy during peak hours.
Their study included the following:
■ Parking inventory and actual occupancy on December 5, 2007 at four different times each of
which was two hours apart;
■ Examining monthly patient activity reports for December as compared to other months to
determine the seasonal variation. This exercise resulted in a finding that the December data
should be increased by 8.3% to account for the slightly lower than average December patient
activity.
■ Use of parking generation rates published in Parking Generation by I.T.E. This is the industry
standard manual which is referenced in our parking regulations for use in parking studies;
■ In addition some of the parking assumptions for comparison usage include use of County
standards such as the 1 space per 4 beds for convalescent home for the LTACH facility.
The proposed project involves two different site plans which are necessary to allow development of
the Long Term Acute Care Hospital (LTACH). The proposed project involves moving parking for the
current employees of the Northridge facility to the Sieg Warehouse property. In addition, this parking
area will serve the employees of the new LTACH. Parking to serve the expansion of the Moser
Radiation facility will also be provided on the Sieg Warehouse property.
The proposed uses which will result from the completed projects on these properties are as follows:
1. Northridge medical office building (parcel 2313) — no change in use;
2. Kirtley realty building (parcel 23131) — no known change in use;
3. Kirtley warehouse (parcel 23131) — may potentially be used in part as a County fire station with
some possible remaining warehouse use;
4. Proposed LTACH on Kirtley property (parcel 23131);
5. Proposed radiation facility associated with LTACH on Kirtley property (parcel 23131);
6. Sieg warehouse (parcel 23C1) — maintenance facility;
7. Moser radiation (parcel 23C) — expansion in same use
In summary, I recommend the following conditions of preliminary site plan approval (for both plans)
relating to parking:
1. One or more additional parking studies shall be conducted throughout atypical business day to
determine actual parking occupancy,
IN
2
Page 2
Memo to Gerald Gatobu
Parking Determination LTACH & Sieg
June 12, 2008
2. Both site plans shall either be combined into one site plan or shall be approved together so the
LTACH development may not proceed without the parking and circulation infrastructure
provided with the Moser Radiation site plan;
3. The final site plan shall detail the following:
a. Existing and proposed parking
b. Parking requirements and provisions for each of the uses on all of these properties
c. The cumulative requirements and
d. Any provisions to enforce/implement the restrictions for employee parking, such as
signage and the like.
If you have any questions, please do not hesitate to ask.
Attachment G
COUNTY OF ALBEMARLE
STAFF REPORT SUMMARY
Project Name: CCP 2008-01 LTACH
Staff: Joan McDowell, Principal Planner
Compliance with the Comprehensive Plan
Planning Commission Public Hearing:
Board of Supervisors Public Hearing:
June 24, 2008
N/A
Owners: Kirtley Family Holdings, LLC; UVA
Applicant: Rector & Visitors of the University of
Health Services Foundation;
Virginia
Rectors & Visitors of UVA
Acreage and Zoning:
Rezone: N/a Special Use Permit: N/A
TMP 59-23131 — 3.50 acres (Kirtley - LTACH)
Other: Compliance with Comprehensive
zoned Light Industrial;
Plan Review for proposed Long-term Acute
TMP 59-23B — 5.026 acres (Health Services -
Care Hospital and shared parking
Northridge) zoned Commercial
TMP 59-23C1, 59-23F, and 59-23D — 2.14 acres
(Rectors & Visitors — Sieg) zoned Light Industrial
TMP: 59-23131 with shared parking on TMP
Conditions or Proffers: N/A
59-23 and TMP 59-23C
Location: North side of Route 250 West,
approximately 1,500 feet east of Bromley Road
Requested # of Dwelling Units: N/A
By -right Use: The HC District permits
development of commercial uses oriented to
highway locations. The LI District permits
industries, offices, and limited commercial uses.
DA (Development Area):
Magisterial District: Samuel Miller
RA (Rural Areas) X
Proposal: Construct new long-term acute care
Comprehensive Plan Designation:
hospital with shared access and parking
Rural Areas
Character of Property: All of the subject
Use of Surrounding Properties: Automobile
properties contain office and / or warehouse
dealership to the west; CSX Railroad to the north,
buildings, parking and border the CSX Railroad on
with residential on the opposite side of the
the north. Each property is accessed by separate
railroad; Moser Radiation, also owned by the
entrances from Route 250 West.
Rectors & Visitors, is located to the east;
Factors Favorable:
Factors Unfavorable:
1. The proposed hospital is consistent with
1. The type, scale and intensity of the use is
the existing zoning district.
not consistent with Comprehensive Plan
2. The proposed hospital would fulfill
policies and goals for Rural Areas.
community need for a long-term acute
2. Traffic and separate entrances/exits would
care facility.
create multiple friction points on Route
250 and could create a need to widen
Route 250.
RECOMMENDATION: Staff recommends approval with condition.
CCP 2008 Ol LTACH
PC Report2
June 24, 2008
Page 1 of 7
Staff: Joan McDowell, Principal Planner Rural Areas
Planning Commission: June 24, 2008
Review for Compliance with the Comprehensive Plan (Va. Code 15.2- 2232)
CCP 2008 - Ol : UVA Long-term Acute Care Hospital
Review for compliance with the Albemarle County Comprehensive Plan of a proposal by
University of Virginia Rector & Visitors to construct a 50 -bed, 87,627 square foot
hospital for acute long term care patients on a 3.5 acre parcel (TMP59-23B 1). Shared
parking with the adjacent Northridge medical building (TMP 59-23B) would
accommodate LTACH visitors; staff parking for LTACH and Northridge would be
relocated to the parcel to the east of Northridge (TMP 59-23C1, 23F, and 23D - Sieg
warehouse). The subject properties are located on the north side of Route 250 West,
approximately 1,500 feet east of Bromley Road. The LTACH property is zoned Light
Industrial, the Northridge medical office is zoned Commercial, and the Sieg property is
zoned Light Industrial. The Comprehensive Plan land use designation for these
properties is Rural Areas. Plans for the proposed hospital and shared parking are attached
as reference (Attachments A and B).
PROPOSAL: The 50 -bed hospital would provide a facility for patients who have been
stabilized but require extended care in a hospital -type facility. Preliminary site plans for
the LTACH, Northridge, and Sieg properties are concurrently under review. The hospital
proposal includes the following:
• A main entrance for LTACH would be constructed into the slope on the western edge
of the Northridge medical building parking area
• LTACH would have shared parking with Northridge
• Northridge and LTACH staff would share parking with the adjacent warehouse
building (Sieg building) to the east, to provide the additional spaces needed for
LTACH
• Radiation facility within LTACH would be shared with patients and the general
public
• Separate ambulance entrance for LTACH on an existing private road, between
LTACH and the Volvo dealership; the private road would also be shared with the
recently approved Korean Church, on the property located to the rear of the
dealership
• Existing 2 -story brick building on the LTACH property would be used for offices
• Continue to use existing entrances for each site, with no vehicular inter -parcel
connections.
CCP 2008 01 CrACH
PC Report2
June 24, 2008
Page 2 of 7
LOCATION: North side of Route 250 West (Ivy Road), approximately 1,500 feet east
of its intersection with Bromley Road. LTACH : 2975, 2983, and 2987 Ivy Road;
Northridge: 2955 Ivy Road; Sieg: 2871 Ivy Road
CHARACTER OF THE SITE / AREA: Although the Comprehensive Plan land use
designation for these sites is Rural Areas, this area is characterized by a wide range of
zoning districts that were left in place when the County zoning ordinance was adopted in
1980. The uses on the north side of Route 250 reflect this mixture of zoning districts that
include a car dealership, church facilities, UVA medical facilities, auto repair, the
Farmington Country Club and golf course, a nursery, and residential uses. Although the
south side of Route 250 directly across from the proposed site is located in the
Development Areas, the south side is more reflective of what typically characterizes the
Rural Areas with a mixture of agricultural and residential uses, including a 155 -acre farm
that has been divided by the Rural Areas and the Development Areas Comprehensive
Plan land use designations. A map of the area's Comprehensive Plan designations is
attached as reference (Attachment C).
PROJECT BACKGROUND AND DISCUSSION: The University of Virginia, the
City of Charlottesville and Albemarle County entered into a three -party agreement that
provides each entity the ability to review proposals by the affected entity. In complying
with this Agreement, the University of Virginia has submitted site plans for the County's
review for the proposal's compliance with the Comprehensive Plan. A review for
Compliance with the Comprehensive Plan considers whether the general location,
character and extent of the proposed public facility are in substantial accord with the
adopted Comprehensive Plan. It is reviewed by the Planning Commission and the
Commission's findings are forwarded to the Board of Supervisors as information. No
additional action is required by the Board.
STAFF COMMENT:
The purpose of this review is to determine if the UVA Long Term Acute Care Hospital
with shared parking on two parcels is consistent with the Comprehensive Plan. In
evaluating this proposal, staff reviewed the following issues:
1. Existing Zoning
The proposed uses are located on properties with zoning districts that are not
consistent with the Rural Areas designation of the Comprehensive Plan: LTACH —
Light Industrial (LI); Northridge — Commercial (rezoned in 1994 from LI to C-1);
Sieg — Light Industrial (LI).
• The existing zoning allows commercial and industrial development that is not
consistent with the Rural Areas designation.
Most of the existing zoning was allowed to remain when the County was rezoned
in 1980. This old zoning allows development that generates traffic and creates
demands for services that is not consistent with Rural Areas. These zoning
CCP 2008 01 LTACH
PC Report—,
June 24, 2008
Page 3 of 7
districts are normally found in the Development Areas, where the demand created
by these uses for transportation and services can be met. A copy of map showing
zoning is included as Attachment D.
• The Commercial District (C-1) (Attachment E) is intended "to permit selected
retail sales, service and public use establishments which are primarily oriented to
central business concentrations. It is intended that C-1 districts be established only
within the urban area, communities and villages in the comprehensive plan."
Uses allowed without a requirement for a legislative review, by -right uses,
allowed in the C-1 Districts include department stores, furniture stores, grocery
stores, eating establishments, hardware stores, indoor theatres and automobile
service stations
• The Light Industry (L-1) District (Attachment F) is intended "to permit industries,
offices and limited commercial uses which are compatible with and do not detract
from surrounding districts. Uses and land previously established in industrial
limited (M-1) and research and technical manufacturing (RTM) districts, where in
conformity to the comprehensive plan, shall be encouraged to develop as active
centers of employment on both individual sites as well as within industrial parks.
It is intended that LI districts may be established in areas having all of the
following characteristics:
-Areas served by water and sewer facilities or if such facilities are reasonably
available;
-Areas served by major highway, rail or air service, or secondary road improved
to standards
approved by the county; and
-Areas having clearly demonstrated suitability for intended uses with regard to
physical characteristics and relationship to surrounding development." Uses
allowed without a requirement for a legislative review, by -right uses, allowed in
the L -I District include pharmaceutical manufacturing, fire and rescue stations,
manufacturing processing, scientific or technical education facilities, research and
development activities, assembly and fabrication of light aircraft, contractor's
office and equipment storage yard, publishing and printing, public uses such as
schools, office buildings, warehouse facilities and wholesale businesses. The
hospital is considered a public use."
2. Comprehensive Plan
The Comprehensive Plan establishes policy to help guide public and private
activities related to land use and resource allocation. The following policies
address the proposed hospital facility along Route 250 West.
• Growth Management and Facilities Planning Policies: The existing zoning allows
an intensity of development and creates a demand for services that the
Comprehensive Plan Growth Management and Facilities Planning goals and
policies direct to the Development Areas.
• Land Use Plan: The Land Use Plan provides guidance for development that is
consistent with the Growth Management goals to channel development into
designated Development Areas.
CCP 2008 01 LTACH
PC Report2
June 24, 2008
Page 4 of 7
• Natural Resources: The site is within the South Fork Rivanna Water Supply
Watershed
• Utilities: The LTACH site has water and sewer service in the general area
proposed for the LTACH building; the rear of the property currently containing
warehouse buildings and potentially a future fire department has approval for
water only; however, sewer may be approved only for the portions of the parcel
which can be totally gravity fed. The site plan currently under review includes a
determination of sewer availability.
• Scenic Resources: Route 250 West has been designated as a Virginia Byway, as
it is an "existing road with relatively significant aesthetic and cultural values."
Although the Virginia Byway designation does not place restrictions on roads
with this designation, it does recognize roads that further the promotion of
tourism and the public appreciation of natural and historic resources.
• Entrance Corridor: Route 250 West has been designated an Entrance Corridor by
the Plan. Entrance Corridors are intended to "protect and enhance the County's
attractiveness to tourists and other visitors." The site plan, currently under
review, is subject to approval by the Architectural Review Board.
• Transportation: Route 250 West has been identified as a primary road that is one
of three major corridors that "present particular transportation concerns." There
are no plans to widen Route 250 West and new development should not
necessitate improvements that would not otherwise be warranted. The Route 250
West Task Force has reviewed the proposal and has recommended a light at the
main Northridge exit (Attachment G) in order to minimize traffic impacts on
Route 250.
• Rural Areas: The zoning and development on this side of Route 250 is
inconsistent with rural character, visions for the rural areas, and the important
components for the Rural Areas identified by the Guiding Principles. While the
proposed hospital is not in compliance with the Comprehensive Plan Rural Areas
designation, the proposed uses are consistent with the existing zoning.
3. Issues
Several concerns have emerged with the review of the proposed facility.
• Compliance with the Comprehensive Plan: Although the proposed hospital is
consistent with the uses allowed within the L -I and C-1 zoning of this area, it is
not consistent with many policies of the Comprehensive Plan. However, the
existing zoning districts would allow uses that are also not consistent with the
long-range Plan and could have as much or more impact than the proposed use.
• Scale: The 3 -story, 87,627 square foot hospital on a 3.5 acre parcel that also
contains a 2 -story, 4,300 square foot brick office building and 23,100 square
foot warehouse is at a scale that necessitates off-site parking for both staff and
visitors. The scale is not consistent with the character of the Rural Areas, but,
again, is permissible under the zoning.
• Traffic: Cumulative impacts of the additional traffic, including traffic from
emergency vehicles, and the use of separate, unsignaled entrances.
Complicating the circulation / traffic situation further, although not a part of this
application, the UVA Moser Radiation building adjacent to the Sieg warehouse
CCP 2008 01 LTACH
PC Report-.
June 24, 2008
Page 5 of 7
is expanding their radiation facility and currently has a vehicular connection
with the Sieg warehouse.
Entrances/Exits
SITE
NUMBER OF
USERS
ENTRANCES/EXITS
LTACH
1- 30' Access Easement
LTACH — some visitors,
handicap parking, emergency
vehicles, some staff;
warehouse (Fire Station),
office; and the Korean
Church
Northridge
1 driveway
Visitors of Northridge and
LTACH
Sieg Warehouse
1 driveway, 1 shared access with
Staff for LTACH and
Moser Radiation)
Northridge;
Sieg and Moser visitors and
staff
Moser Radiation
1 driveway, I shared access with
Moser and Sieg visitors and
Sieg
staff
The Average Daily Trips (ADT) for this section of Route 250 is 14,000,
according to the latest report (2006). The applicant has indicated that they will
continue to study the feasibility for vehicular connections between parcels. The
Virginia Department of Transportation has recommended that there be
vehicular connections between all three parcels, in order to warrant one
signaled entrance/exit point and avoid multiple friction points onto Route 250.
The conditions created by the proposed LTACH, shared parking, and multiple
entrances could cause conditions that would make widening of Route 250 West
necessary for safety concerns. As stated earlier, the Comprehensive Plan does
not recommend widening Route 250 in this area.
Summary
Factors Favorable to this proposal:
1. The proposed hospital is consistent with the existing zoning district.
2. The proposed hospital would fulfill community need for a long-term acute care
facility.
Factors Unfavorable to this proposal:
1. The type scale and intensity of the use is not consistent with Comprehensive Plan
policies and goals for Rural Areas.
2. Traffic and separate entrances/exits would create multiple friction points on Route
250 and could create a need to widen Route 250.
Although the proposed hospital is not in conformity with the Rural Areas land use
designation and is not consistent with many Comprehensive Plan polices which guide
Rural Areas development, the existing zoning and the uses permitted in those zoning
districts allow for the development that is equally inconsistent with the Comprehensive
CCP 2008 01 LTACH
PC Report2
June 24, 3008
Page 6 of 7
Plan and could have as much or more impact than the proposed use. The traffic
generated by this use, combined with the traffic of the existing uses, should be mitigated
so as not to create pressure for the widening of Route 250 West which would be
inconsistent with the Comprehensive Plan.
RECOMMENDATION:
Staff finds that the existing zoning allows for development that is inconsistent with the
Comprehensive Plan; however, as this proposal is allowable under that zoning and would
be no more intensive than other development that could take place under that zoning,
staff can recommend acceptance of CCP 2008-01 subject to the following condition:
1. Inter -parcel vehicular connections between TMP 59-23B1 (LTACH), TMP 59-23B
(Northridge) and TMP 59-23D, TMP 59-23F, and TMP 59-23CI (Sieg).
Attachments:
A UVA Long Term Acute Care Hospital preliminary site plan, prepared by
Timmons Group, last revised April 28, 2008
B Sieg Maintenance / Long Term Acute Care Hospital (LTACH) / Northridge
staff parking preliminary site plan on Sieg Maintenance property, prepared
by McKee Carson, dated March 24, 2008
C Comprehensive Plan Land Use Designations in this area
D Zoning Districts in this area
E Section 22 Commercial C-1 District
F Section 27 Light Industry L -I District
G 250 Task Force comments
H Virginia Department of Transportation Review Comments
CCP 2008 01 LTACH
PC Repoit2
June 24, 2008
Page 7 of 7
SITE DATA:
H
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UVA LONG TERM ACUTE CARE HOSPITAL
ENGINEER, TIMMONS GROUP
919 2ND ST. S.E
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-295-5624
CONTACT' AMMY GEORGE, C L.A.
AM MY.GEORGE@nMMONS.COM
TAX MAP PARCEL: TM 059 PARCEL -136
TM 059 PARCEL 23B1
ZONING: Cl -COMMERCIAL
Ll -LIGHT INDUSTRIAL
SOURCE OF BOUNDARY AND TOPOGRAPHY: THOMAS S. LINCOLN LAND SURVEYOR INC.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
(434) 974-1417
DATED: JANUARY 15, 2007
SITE AREA- TM 59 PARCEL 23B 5.02 ACRES
TM 59 PARCEL 23BI 3.50 ACRES
TOTAL AREA 8.52 ACRES
SETBACKS: ADJACENT TO ROUTE 250 RIGHT -OF WAY: 75'
MAXIMUM BUILDING HEIGHT: 65'
(IF ANY STRUCTURE 15 OVER 35', IT SHOULD BE SET BACK AN ADDITIONAL 2' FROM THE ORIGINAL 30' SETBACK LINE
FOR EVERY VERTICAL FOOT OVER 35')
BUILDING HEIGHT: 54'/40'
BUILDING AREA: TAX MAP 59 PARCEL 23B
EX. NORTHRIDGE OFFICE BUILDING 58,770 SF
TAX MAP 59 PARCEL 2381
EXWAREHOUSE BUILDING 23,100 SF
EX. KIRTLEY OFFICE BUILDING 4,300 SF
LONG TERM ACUTE CARE HOSPITAL
1ST FLOOR 16,953 SF
2ND FLOOR 26,321 SF
3RD FLOOR 16,953 SF
TOTAL 87.627 SF
FLOOR AREA RATIO (F.A.R.). TM 59PARCEL 23B 0.27
TM 59 PARCEL 2351 0 57
PARKING REQUIRED: 1 SPACE PER FOUR (4) BEDS
50 BEDS / 4 = 13 SPACES
PARKING PROVIDED. LTACH 0
14ORTHIUDGE 256
KIRTLEY OFFICE BUILDING 10
WAREHOUSE 20
TOTAL 266'
'UVA HEALTH SYSTEMS CURRENTLY IS CURRENTLY HAS A SITE PLAN APPLICATION
(PREPARED BY MCKEE CARSON) FOR A PARKING LOT EXPANSION AT THE ADJACENT SIEG
PROPERTY (TM- 59-23CI AND 59-23D). THIS PARKING LOT EXPANSION WILL PROVIDE
STAFF PARKING FOR THE LTACH AND NORTHRIDGE BUILDINGS.
SOURCE OF TOPOGRAPHY; THOMAS B. LINCOLN LAND SURVEYOR INC.
UTILITIES, SEWER; ALBEMARLE COUNTY SERVICE AUTHORITY
WATER; ALBEMARLE COUNTY SEWER AUTHORITY
PROPERTY IS WITHIN THE JURISDICTIONAL DISTRICT BASE UPON GRAVITY FLOW.
EXISTING SEPTIC FIELD WILL BE REMOVED AS PART OF THE PROJECT FEDERAL AND/OR STATE
REGULATIONS SHALL BE FOLLOWED IN THE REMOVAL OR ABANDONMENT FACILITIES SERVING
THE TWO EXISTING BUILDINGS ON TM 59 PARCEL 2381 WILL BE CONNECTED TO THE PUBLIC
SEWER,
DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED
MOORES CREEK WATERSHED
THE NORTHERN REGION OF THE SITE IS LOCATED WITHIN IVY CREEK WATER SUPPLY
WATERSHED, WHILE THE SOUTHERN REGION IS LOCATED IN MOORES CREEP.
WATERSHED.
DRAINAGE FACILITIES BIOFILTERS, FILTERRA BOXES
AMOUNT OF IMPERVIOUS AREA EXISTING ADDITIONAL PROPOSED
T14 59 PARCEL23B 2.99 ACRES 0.28 ACRES
TM 59 PARCEL 2381 1.47 ACRES 0.91 ACRES
TOTAL 4.46 ACRES 1.19 ACRES
TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 5.65 ACRES
INTERIOR LANDSCAPE REQUIREMENTS 5% OF PARKING AND VEHICULAR CIRCULATION AREA
PARKING AND VEHICULAR CIRCULATION AREA = 170,474 SQUARE FEET
0.05X 170,474 = 8,524 SQUARE FEET INTERIOR LANDSCAPING REQUIRED
16,350 SQUARE FEET INTERIOR LANDSCAPING COVERAGE PROVIDED
THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS APPROXIMATELY 0 46 ACRES OF THE
CRITICAL SLOPE AREA WILL BE DISTURBED, THE SLOPES ARE MAN-MADE, A WAIVER WILL. BE SOUGHT TO ALLOW
THE DISTURBANCE CONCURRENT WITH THIS APPLICATION.
THERE ARE NO STREAM BUFFERS ON THE SUBJECT PROPERTY.
THERE ARE NO 100 -YR. FLOODPLAINS ON THE SUBJECT PROPERTY
THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED
LIGHTING, EACH OUTDOOR LUMINAIRE WILL BE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS OR MORE SHALL
BE A FULL CUT OFF LUMINAIRE. THE SPILL OVER OF THE LUMINAIRES ONTO ADJACENT PROPEPTIES OR ROADWAYS
SHALL NOT EXCEED ONE-HALF FOOf CANDLE.
PRELIMINARY SITE PLAN
SAMUEL MILLER DISTRICT
ALBEMARLE, VA
VICINITY MAP
SCALE: 1" = 2,000'
OWNERS:
KIRTLEY FAMILY HOLDINGS, LLC
P.O. BOX 247
IVY, VA 22945
AND
UNIVERSITY OF VIRGINIA HEALTH SERVICES FOUNDATION
500 RAY C HUNT DRIVE
CHARLOTTESVILLE, VA 22903-2981
DEVELOPER:
UNIVERSITY OF VIRGINIA HEALTH SERVICES FOUNDATION
C/O UVA FACILITIES PLANNING & CAPITAL DEVELOPMENT
THE BLAKE CENTER, 1ST FLOOR
P.O. BOX 800799
CHARLOTTESVILLE, VA 22908-0799
TELEPHONE: (434) 924-9321
CONTACT: GARY LOWE
12/17/07
ATTACHMENT A
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64B.3Q41 _- _ - - r f
I r
-ACC$SvSOFILTER- J ! _'� - _ r -- _ ''t T7 - < N25'442
aESiGNED E
_ 49.76' • A, GEORG(
�! !1 = m 2 $"%6" TEE - -- - _ r �'-- •
_ 63496-? 3'WM I. -
)-�- �\ VAULT '2 6" GATE VALVESCi54_00-00
--L�� 648 ...2C 634 96, - - 1 -`ice T • cnEucEa e
_ 1 \TW 6 $0 i� ! HYDRAUI$C \ Qom: II UNVERSITY OF \ARGINiF HEALTH SERVILE- F0UNDATrON 1, - CRITICAL
- - BW" 639 5 J 1 ._.,..-_� ELECTRIC SERWCE Sc ZONE SLOPES
I'll• S. SAUNDEI
- j-7Wr6'd9.0 LL TW 649.0 1 r
LOADING, F]URTHRIDGE BUILDING I 1 - I • •
B,W 648.0 BW 635.OJ r DOCK UFF
- i°
_ '^ .+CANOPY ', r
1 - 84936 T{, 1�. X8.96 ) WASTE CONTAINER ,-,. r 1 ' - - -._ - -- f) I • t"=3a'
14' CLEAR 4X8' MEDIQAL
•
LTACH , - } l _ Mosr42.4g-r
RETAINING WALL j ! cEl ��.,/F ,, - -CONCRETE - '41-- -R _ 102.5T'
W17H BRICK_ - 1 1 RAIN1- RETAINING 5 DROP - - - �!'
05°00-00-00-0-3e? --' 1 'I TANKII 48 96 L WALL . ?� 1-- DOFF
'JIRGINA EXPLORATION ,INC _ 1 AMBULANCE DROP-OFF-
( FF = 649 00634t9b-'
ZONE H= -',1 I R 2'L, (2 SPACES SIDE 8Y SIDE) BF = 635.00 j _ J
HERB BRVWIr MOIOR_ - 1 1
1 _ ? - "r' R-G� _
JiP - 1 .r' I 1 548.9 i ,'-,✓ _ r
i - TW 646.1 Y i - R-49�-� CANOPY
64 W 646: II848P714 , (14' CLEA{)�
J\ 60.8;4 \ 1 I 4853 ���64g
1 6;47.6,2 i-R=1b 6a6v5 o
ABANDON EX. 12 f;� R=1G-U Jg t 'I. I - - - r a. 1 �!k f - -- ` fr ell
CMP IN PLACF __ _ ; I - ,. �o� rb
650p 650 I2=5 _ - -CG T _ - I R= 1 m UM ER BLOCKS l - s
1 --'650 - _
"'t --B - W
-- 649.69 .I/
(TYPICAL) .. •', l i -. o
50 65180 - �I, J�r _s+A�J-1 I ',HNDICAP - - - -_ - - t I4' u ¢ f
L -CONCRETE r - 4 "s� SIGN PARKING' - Is, ,-c U w l
RETAINING WALL l _ 11.25'+22.N +45' i y t-,' m I
L 4 _ NORTHRIDGE
SIGN .' 7.6 B -FILTER (TYP) I , ,h{9 _-v=�lBEND !f J}- - a
I -HANDICAP 4 �STORIA
R- �3 W X90' BEND
634.96
BUtL NG, o��I 1'• 1 ,st-- - - -- -
647.27 - Q
TW '647.25 3850 `. 75 BUILDING I� _ �'`� (r J
9 I� R _ - W 846.75SET@ACK- �_
1 1 B 64645 TW 644 42 40 1 -'� - - TW 63 _ _ _ - -
N H _> -,.,0 6 CG-6�/ _�6qB -y-� _�r,cBW 6 0 _ ,_.t;�, W 636.0 D - _-__ __ - _- 2 �.,,� AFI, r Q5?43'14"E I �.�. N C
B _
12"X6' T6P CA E_VALVE y/ W ` c4 --,
(TYPICAL) LOCKS -- _ - _ - _ - _-_ _ _ ---1- SLOPES Z SWI63 .p0_I _ ,^}' - NI 17.98 I
SLEEVE 4 CRITICAL 2
,S r FIRE _ --- F-12 AB" TAPPING SLEEVE I` _
HYDRANT - _ - .r,✓ --______ v, __-- -_ i, _ I' SSIEG PRELIMI EE SEP 2008 SITE
-yr--_-- - J-'052
8' GATE VALVE I` MAINTENANCE
p• 249 95 - 3n --_ - _ I " _ +alrNT' TE o O
SITE DISTANCE - 5OD'
N853B'41 Wim' - - --- - - _ r -
---
__ SITE DIST
ANCE - 9 BENCH „ "' -218 72 - - -- - -_ - _
0
H -
-_ -I IVY
j;I'I
1.1
500' \MARK - - -I v = COF T - --
AN FOR
_ JNUATION
PATHWAY
---`' - N85'38'8366WW - .'. - - -- x i
8TH - _ - _. - _ 1 V, •�
}81
v J
_-___84094 W __
ENCH MARK IS SURVEY CONTROL
IW ROAD PDINT T -
ELEVATION 64 12
lL FLASHER --"- -- -_-- ------ -` --
ROUTE 250
r24
aocaF,,;!J LINDA Y TRIIS TEE OF THE LIND< rJl AL
1
0
I-•
1 r
E 0
/ t
d
td FD
o
_ I •i / z oa�LL
Ln
DRAINAGE z r
i DRAINAGE �- a
AREA #1 N
AREA #1 w f f f
DRAINAGE y
DRAINAGE AREA #2
- - i - 0 -
`,\ w E
- a
c F
_ i O O
WAREHOUSE- - - o DATE
WAREHOUSE
csx - ♦ csk yy 12117107
ka<RQ ♦ Ra<R
���•- ♦ C KOTARS
WATER QUALM♦ _ _ DESIGNED I
DRAINAGE AREA 3 - •
A. GEDRG
CHECKED E
--- - _ ' - - _- , ,� ,-` _. ✓ - _- __ _ - - _ _ / _ -- - S. SAUNDE
„w., \ I P • sum
I
-\ I WATE0. UALITY
-1 I •
i Q
DRAINAGE AREA 2`TA
• 1" 100'
CH
CH
w'•� tA
AtmL_ iNORTHRIDGE -�)J - INAGE ',NORTHRIDGE--� EA 1
so
Im
S
-- - �r - --- ow ---
Ln
- O
RoLrTE 25o
--_--� UTE 250
w�//
K
J AREA #3 DRAINAGE / DRAINAGE W
/ AREA #3 i F-
�D,
W
PRE -DEVELOPED ON-SITE DRAINAGE AREAS j POST -DEVELOPED ON-SITE DRAINAGE AREAS Z
wf
a
*THIS NUMBER REPRESENTS THE AMOUNT OF RUNOFF WITHOUT ANY STORMWATER
MANAGEMENT PRACTICES. THE FINAL SITE PLAN WILL INCORPORATE STORMWATER
C
DRAINAGE AREA INFORMATION
STORMWATER MANAGEMENT WATER QUALITY
PRE DA #1
POST DA #1
PRE DA #2
POST DA #2
AREA
2.56
3.32
4.99
4.23
Tc
9 min.
7 min.
12 min.
10 min.
IMP. AREA
1.77
2.73
3.43
3.45
C
0.78
0.83
0.74
0.81
Q2*
8.59 cfs
12.95 cfs
14.40 cfs
14.39 cfs
Q10*
11.58 cfs
17.36 cfs
19.57 cfs
19.19 cfs
Q100*
16.37 cfs
24.25-cfs--7
27.69 cfs
27.07 cfs
*THIS NUMBER REPRESENTS THE AMOUNT OF RUNOFF WITHOUT ANY STORMWATER
MANAGEMENT PRACTICES. THE FINAL SITE PLAN WILL INCORPORATE STORMWATER
C
z
DRAINAGE AREA #1 IVY CREEK WATER SUPPLY WATERSHED O
DRAINAGE AREA #2 IVY CREEK WATER SUPPLY WATERSHED Q
DRAINAGE AREA #3 MOORES CREEK WATERSHED (NO
IMPROVEMENTS PROPOSED WITHIN
THIS WATERSHED)
GRAPHIC SCALE -
roe ND
s MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE 24267
I IN FEET I SHEET NO
REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. „,,_ET)
TOTAL REMOVAL REQUIRED = 5.;6 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS C4
STORMWATER MANAGEMENT WATER QUALITY
WATER QUALITY
DRAINAGE AREA DRAINAGE AREA_.
Ipre Lpre
Ipost Lpost
REMOVAL RATE
%RR
1
0.60
46.7 1.74
76.7 2.74
1.17
42.7%
2
0.78
0.00 1.10
85.9 3.94
2.84
72.1%
3
0.94
66.0 3.72
92.7 5.10
1.75
34.3%
TREATMENT
TYPE
TREATMENT
AREA
LBS. OF PHOSPH.
GENERATED
% REMOVED
LBS. REMOVED DRAINAGE AREAS
TREATED
STORMFILTER
0.60
2.33
65
1.51
1
BIOFILTER
0.78
3.94
65
2.56
2
STORMFILTER
0.94
5.10
50
2.55
3
z
DRAINAGE AREA #1 IVY CREEK WATER SUPPLY WATERSHED O
DRAINAGE AREA #2 IVY CREEK WATER SUPPLY WATERSHED Q
DRAINAGE AREA #3 MOORES CREEK WATERSHED (NO
IMPROVEMENTS PROPOSED WITHIN
THIS WATERSHED)
GRAPHIC SCALE -
roe ND
s MANAGEMENT PRACTICES THAT MEET THE WATER PROTECTION ORDINANCE AND THE 24267
I IN FEET I SHEET NO
REQUIREMENTS OF THE DESIGN STANDARDS MANUAL. „,,_ET)
TOTAL REMOVAL REQUIRED = 5.;6 LBS TOTAL REMOVAL PROVIDED = 6.62 LBS C4
----
S6161 -f l,C�•J E�1 1H t1F
LEGEND �w
�- � h•Nii+l; '�nI TEF L Jr �HH'.-�'N: � ,
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7845 - O
o EO GE >
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oo
J ga
Ek UNDERSTORY/ORNAMENTAL TREE / L3Eq pE, AR�,V��`
' WAREHOUSE 5699 20"E EX EVERGREEN TREE < V
(5�-ll�-OV-O: 'SGC. TREE TO BE REMOVED
E-
1. O
�J N E
'KOREAP _OMMJNrr CHURCH R. CHARL TTE`,VILLE
10 l KIM k ANC• H > iR,I.TFES �_ - - - O EX TREE TO BE SAVED 3 V N F
ONi
O
TREE SAVE AREA m
1 �3�aa�
th
i
- A
KIRTLEY fAMILI HOLDING` SLC
ZONE LI
C
DATE
O 12/17/07
_3
_ _ r 'r ORAIYN BY
S1
Z�C. KOTARSI
12 AC"� S _ - - J __�.... 41�a_i._ > N249 76'5 E .• A. GEORGI
059 00 OC 09SR_ __ I , i; - • CMECNED E)
UN.VERS" VIRC`I\I4 T: LTH ERV CEL FOUND�T,ON S. SAUNDEI
NOR iHRID,E BUILDINL, scnE
1 1 0 _- _ 1 •
9
- � ^ -' - - - -- 42'4 °E �
LTACH
1 102.57'
0590 OC 00 023E
RCIN14 EXPLORw T11N INC
ZONE He
HERi, BROWN MC'ifJRS
I?Jv 0: - SII _J" _ f E L; �. 1. _ IT
{Y
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j
p - - I Wa
c a
r - _ `t �M - -� _' �,-y a�J Off,` �- •`�; ''^',+t.J u 1 I �,_ _'� - l.`� I. -, �U E
i NORTHRIDGE �.I W a
f 8 " U~
°O BBIL(�1NG�' �; IL Q z i
9 5ET /�C F / ((('�R75 8U DING ",
^��� c -'- J 1
_
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t1( I� -__' -. -.-.-i _ •-^" - - - - -_'�" C�S14374"E N f
- N1277.98 I
0
O C7
SITE DISTANCE _= jj
500' :` LAV85'38'41-"'yj 0
SITE DISTANCE b BENCH - '- - -21818 7�• -_ - - - - -I _
\MARK - - _ - - - _ - - - EL _ - _
= 500' N85'38'36'"R`
GRAPHIC SCALE --- = - =N84 o98a ---
- -- - -
m - - `BENCH MARK IS --- ---
' IVY ROAD POINT T- SURVEY CONTROL
w ,x 1 NA IL WITH. FLASHER.
ELEVATION '643.72 --'---
ROUTE 250 - - -- - -- �
--- - _ - - - - J4
242626
7
Fna0, _,rlEa r iR _'S'E= rHE UNDA r "CR
SHEET NO
R4
R'_F<L Ll
TH OF
- -- S 5• - OGC% - 00-101-0100c SARA'iiT TREE PGgNTINC t
` B 41T Yap 55 /Anal 2981 Taz� p 61 F -1 ZSR �'+ 1
X58706 K14K,H' COI FR G 11 IHRI�TINE '' Re9u1rvd 250 LA' of Rand Alvntage = 7 Canopy Trees Re9utmd 401 LP/ &,d frontage - 11 Canopy 9Seas 4'
T A 6551 ZuNE kF Provaded 2 6 utang Oak 7Y- (24'/27' Dnp Lane Daamet J Pmvrded 6 - E utin9 Oak T - (15' LJnp Ltne D -ter)
_ !4 C� l �_- .76.95 E -�N_LC f F. hl 1 Rc_.I CIFN -C p Al -e ngd GYe yrf est /6E Orap L ne U meter/ 5 - Aoptsad Canopy Tares a `. DE RGE v
'.. " 5 - Proposr Ca Py es INTERIOR PARRINC LOT
}bl_ --.-' Re9-- 256 Spaces = 26 CErw Turas J
�9,
C. - Py
INTERIOR P.fR5 IAT /20 LF of Porktng Ad o Slm,t - 24 AYrryaean Sh—
�}. -_,' 1 I - - - -! • - R-9 lmd /0 SA
Spacer = 1 Po>kL Wpy Trees fiovrded 24 A'sssteng Campy 7Y .,
BO A y4Ls ,�4'
S Canopy Trees 43 AS.rr
I' Lof tng Ad " Sural 16 SA
= 6 r{Ffv¢n +v6s 2 C�Py Tia+ C91'F ARL�'�
green SA.vRs
WAREHOUSE -5647 5 E ltng bta yrean sA ves Remaan a
1 +� 1l Euv>green r , TREE REMOVAL,1"PLACEA(ENT
- 3 20 E Removed M Ane Tues v i
I 99,99' TRi6 R6YDVAG /Rf'PLACEYENT > Yap'e ]Yre O
f- Remorad. 10 Fere Trees 1 %ar TYee
Yagn¢laa Tree 12 Ornamental CArry Tues S ry E O
23 6-y— Trees Replaced /9 6irrgrean 1Yees n E C
6 Ornamental Trees 2 Canoyy 7Yres ry " L
',OkEAN COMMUNITY CHURCH IN \HAR,.; TTE �VI,IE z - �-y - +-+r - - =r / , Z-(1$ „ - - - _ 20 0 -mento/ T—
fONC 1 KIM & SANG H SOI, TR'J-tEE`
ZONE ':0 o _ II ,; 1_Qcs
D,
10,
lJ
jp o
o
KIRTLEr rAMIGuLY HCLUING`_� LLQ 5
zuNE LII-MSFSAVE','"1 i aC
it I AREA. _ 1 V
- t -'0'
-46
CS 3 B3
0 14
DATE
11/17/0;
���__ JJJ _ IF CSr f 1 7 . DESIGNED
.m- f - __ 25'44'25"E A. GE _ 49 76' •
-fijP'S -�ZJ - -EC—,
JNIVEP,STI ''F 'VIRGNIP SERVICET FOUNC'n TION
�I.
i
NC1k THRIGGE 5U,LDING
3-AGA6
Y N0542.49„E
LTACH 11 - s
os9oc o0oo-oz3o 3-�L L
VIRGINI, E%F_GF ATIONNC ( w '' )
I 1 - I,J i
ZONE Hr - _ _ 15 f - am.J
HERB BROWN -HV 1 �a -
-3•-P3Cc
o4C S��t - '.----♦ _ _ `F 1 " - - - I _IIS O
UJI
[ w
- QAC <
- ¢
F
- 2 A t d �: _ I � U
tt � l
� ♦ 't '' �.•� �
3GY "� l ♦ I' ild 4 SEEMCKEECARSONL4NOSCAPE NORTHRIDGE mT m
♦ -T� I - - PLAN -FOR -MORE DETAIL:' j f I ~ G
- 1 -FA
7
�-
3-HV
_
SETSAC
Woo Ob N05'374.E v1
-•�._ - - 4 _ - - - _ - _ _ - _ - 2147 96' 0
,
-
- _- --_ .--- _- - O
SITE DISTANCE = S00' 1 - c O _ _ -- _ 'af
I
C'.1 c 1�i SITE �.�� - e - - r. ��_— - - _-
DIST,
GRAPHIC SCALE
.N FEET,
tud=30R
= 500 _ 9 NCH ._ 2767 _ - - _ l 1, -
--_-. - - -MARK - � - _
481
N8
IVY ROAD POINT TMARK IS SURV<y CONTROL
ELEVATi0N6NA- -
IL WITH FLASHER
-- - - ---- - --
ROUTE 250 43,12
_ r4267
s9r_cc oso'.aF'=ARE, L:ND� V �kLI' -EE C'F 'HE %„1'F f :I !E Rt- URAL
Location Map
,4i3B ;,: %s .a Jam£-•. _.':-,��i-_.�\ei: ".1U�+
MAP SOURCE ALBEMARLE COUNTY REAL ESTATE TAX MAPS
Standards and Specifications
1 VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS,
DATED 2001
2 VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND
WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EDITION, 1992 - - -- -- -
3 ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WAJEB_ANQ_SEWE_R CQNSTR-U=I N
SPECIFICATIONS, ADOPTED JANUARY 15, 2001
4 VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND
WATER CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK,
FIRST EDITION, 1999 - - - - -
General Notes
I THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 16
INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH
LOCAL AND STATE POLICY PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE 17
VIRGINIA DEPARTMENT OF TRANSPORTATION(HEREAFTER ABBREVIATED VDOT)
2 ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS 18
SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS
OTHERWISE NOTED
3 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 19
WITH THE APPROVED. EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED
PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION 20
4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2 1 WHERE POSSIBLE, LESSER SLOPES OF
4 1 OR BETTER ARE TO BE ACHIEVED, CONTRACTOR IS RESPONSIBLE FOR
ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES 21
5 PAVED. RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR HIS DESIGNEE, 22
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL
6 UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q VOOT
STANDARD PIPE BEDDING DETAIL P&1 IS REQUIRED WITH HANCOR HI Q HIGH DENSITY 23
POLYETHYLENE(HDPE) PIPE
7 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 24
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)
8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP 25
TO THE EXISTING SITE SURVEY THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS,
SITECONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND
ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR
PROCEEDING WITH WORK
9 DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS 26
APPROVED BY THE ENGINEER
10 THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL 27
VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND
UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY'
(1-800-552-7001).
11 THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF
NECESSARY THE EXISTENCE ANDIOR LOCATION OF UTILITIES SHOWN ON THESE PLANS
SIEG MAINTENANCE
LONG TERM ACUTE CARE HOSPITAL (LTACH) STAFF PARKING
Albemarle County, Virginia
PRELIMINARY SITE DEVELOPMENT PLAN
24 March 2008
Prepared For:
Rectors and Visitors of
University of Virginia,
Po Box 400726,
Charlottesville, VA -22904
McKEECARSON
CONSULTING ENGINEERS -LANDSCAPE ARC HITFCTS•LAND PLANNERS
301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902
1:434-979-7522 f:434-977-1194
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS. CURBS, PLANTS,
ETC ) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REPAIRS OR
REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER
ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES,
EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE
OWNER PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED
AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR
CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY
LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO
WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO
COMMENCEMENT OF EXCAVATION OR DEMOLITION
BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES,
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.
TAP FEES, POWER COMPANY CABLE TV, PHONE COMPANY, SITE GRADING AND
RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER
ARE EXCLUDED
EXCLUDED IS THE RELOCATION OF ANY UTI) (TIES NOT SPECIFICALLY NOTED TO
BE REMOVED OR RELOCATED
CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS
CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED
THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING
THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS
AT A SINGLE LOCATION THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM
THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING
THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON
THESE PLANS THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP
WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS
ON THESE DRAWINGS
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL
MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND
SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM
THE SITE ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL
OF THE ENGINEER
MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO
TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND
Site Specifics
ANY OTHER EXISTING. UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS
_
THECONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY
1 DATUM' USGS
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION IF A UTILITY IS DAMAGED
CHARLOTTESVILLE, VA -22904
DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFYTHE ENGINEER
2 BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY
(TO BE CONSOLIDATED)
THOMAS B. LINCOLN LAND SURVEYOR.CHARLOTTESVILLE, VA
12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND
TMP 59-23C1
COMPLETED WITH THE SITE WORK THE DEVELOPER SHALL BE NOTIFIED AS TO THE
.. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610 90
RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION
SEE EXISTING CONDITIONS SHEET
1.3 THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND
4 THIS SITE IS NOT WITHIN A RESERVOIR WATERSHED
COMPLETED WORK FROM THEFT AND VANDALISM THE OWNER IS NOT RESPONSIBLE
SIDE NA
FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE,
5 THIS SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN
14 THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND
e ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO
THE BUILDING CONTRACTOR
CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT
15 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
7 A WAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION
Puroose and Intent of the Site Plan
1 THE PURPOSE AND INTENT OF THIS APPLICATION IS TO PROVIDE SUFFICIENT
PARKING FOR BOTH THE PROPOSED LTACH FACILITY ON TMP 59-23B1 AND
THE EXISTING MAINTENANCE FACILITY ON TMP 59-230 23F AND 23Ci
AS ILLUSTRATED IN CONTEXT MAP
2 TMP 59-230, 23F, 23Ci AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED
INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW
3, CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN
SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER
4 UNDER USUAL CIRCUMSTANCES, APPLICATION WOULD BE MADE FOR A MAJOR
SITE PLAN AMENDMENT TO TMP 59-230, 23F AND 23CI AS THE EXISTING FACILITY
IS TO REMAIN IN TACT AND FUNCTION
5 PRELIMINARY APPLICATION IS MADE TO ACCOMPANY THE LTACH APPLICATION
PREPARED BY TIMMONS GROUP AND SUBMITTED UNDER SEPARATE COVER.
Site Data
DEVELOPER
RECTORS AND VISITORS OF
UNIVERSITY OF VIRGINIA,
BENCH MARK
PO BOX 400726,
tl,
CHARLOTTESVILLE, VA -22904
TAX MAP I PARCEL
TMP59-23D
(TO BE CONSOLIDATED)
TMP 59-231`
TMP 59-23C1
ZONING
Ll
MAGISTERIAL DISTRICT
SAMUEL MILLER
SETBACKS (L -I)
FRONT BUILDING IS EXISTING
SIDE NA
REAR NA
INDEX CONTOUR
YARD 30'
PARKING 10'
EXISTING USE
WAREHOUSE
EXISTING BUILDING.
METAL WAREHOUSE ON TMP 23D 6856 SF
METAL WAREHOUSE ON TMP 23D 13754 SF
MAXIMU NUMBER OF EMPLOYEES
23 EMPLOYEES
(EXISTING WAREHOUSE)
PROPOSED USE
PARKING FOR LTACH STAFF (USE)
PARKING REQUIRED
88 SPACES
-w
2CUSTOMER PARKING (NOT OPEN TO PUBLIC)
WATER VALVE
2 LOADING SPACES (22610 SF)
PARKING PROVIDED
92 SPACES (INCLUDING 4 HANDICAP)
4 LOADING SPACES
MAX IMPERVIOUS COVER
68, 199 SF
OPEN SPACE PROVIDED
36, 060 SF
FLOOR AREA RATIO
(BUILDING AREAISITE AREA) 0 51912 90= 0.18
EXISTING BUILDING HEIGHT
26'
Site Construction
1 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT
SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL IF A
SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE,
A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION
LIMITS OF PAVED AREAS.
3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH
THE VIRGINIA LITTER CONTROL ACT, NO LESS THAN ONE LITTER RECEPTACLE
SHALL BE PROVIDED AT THE CONSTRUCTION SITE
4 ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH
OR DRAINAGE OUTFALL PIPE SHALL BE MIN 6' DIAMETER AND CONFORM TO
VDOT STANDARD SB -1 NOTIFY ENGINEER IN ALL CASES
5 STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN
ACCORDANCE WITH VDOT STANDARD ST -1 ALL DRAINAGE INLETS SHALL
HAVE A 2 INCH LOCAL DEPRESSION
6 STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE
CENTER OF THE CONNECTING STORM DRAIN STRUCTURES PIPE LENGTHS
INCLUDE STANDARD VOOT END WALL SECTIONS WHERE APPLICABLE.
7 STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER
OF THE INLET BOX,
8 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT) THE PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL
GOVERN.
Approvals
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER it
ENGINEER
INSPECTIONS
I
ARCHITECTURAL REVIEW BOARD {I
DEPARTMENT OF FIFE RESCUE
ACDEMAR LE COUNTY SERVICE AU7HORITY
Sheet Index
SHEET TITLE SHEET NO
COVER SHEET------------------ ------- i
EXISTING CONDITIONS PLAN -- --- -- --- ---- - - - 2
LAYOUT AND DIMENSION PLAN---- ------------ --------- 3
GRADING AND UTILITIES PLAN------ - 4
LANDSCAPE PLAN ------------ -------- -- 5
Context
f I PROPOSED LTACH BUILDING
I ON TMP 59-23B1
I1 ��
EXISTING MAINTENANCE
FACILITY WITH PROPOSED PARKING
ON TMP 59-230, 23F AND 23C1
>_ i
P C3
--- PROPOSED PEDESTRIAN
CONNECTION
Legend/Abbreviations
ITEM
EXISTING
PROPOSED
BENCH MARK
tl,
REOUIREMENF SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 8
LIGHTING AND PHOTOMETRIC
PROPERTVI R IGHT OF WAY LINE
I
SETBACK LINE
PLAN WILL BE SUBMITTED ALONG WITH FINALHOURS.
SITE PLAN
INTERMEDIATE CONTOUR
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL ANDALLEGED,
INDEX CONTOUR
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
BUILDING
PAVEMENT ____________________
FOR LIABILITY ARISING FROM'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER'MEALiH
WATER MAIN
_W_
_µr-
-w
—w-
WATER VALVE
STORM SEWER
ATTACHMENT B
SEPTIC DRAIN FIELD
--_
__ _ _
SEWER LINE
-g-
- -S-
_S
S -
INLET
MANHOLE
UTILITY POLE
TELEPHONE PEDESTAL
EASEMENT
BITUMINOUS PAVEMENTS
D
CONCRETE PAVEMENT
___________-__
CURB--------____
CURB WITH GUTTER--------------------
GAS LINE
-G=-==-
G_
-G—G—G-
DRAINAGE AREA DELINEATION
—DA
INTERMITTENT STREAM
RIP RAP
STORM GRAIN IDENTIFIER
SANITARY SEWER IDENTIFIER
O
UNDERGROUND ELECTRIC LINE
-OGE-
- -
—UGE
OVERHEAD ELECTRIC LINE
-DHE-
- -
UNDERGROUND TELEPHONE LINE
-Ir r-
- -
=OHE
UGT
OVERHEAD TELEPHONE LINE
OHT-
-- -
REINFORCED CONCRETE PIPE
FIRE HYDRANT
YARD DRAIN
-'ll
TOP OF CURB
,
BOTTOM OF CURB
-�
P_
LOW POINT
DROP INLET
_
CLEAN OUT
WATER METER
TOP OF THE STAIRS
s
BOTTOM OF THE STAIRS
3`-
TOP OF THE WALL
BOTTOM OF THE WALL
VIRGINIA DEPARTMENT OF
„-,-
VL:, -
TRANSPORTATION
HANDICAP RAMP
LIGHT POLE
!i
Revisions
1 0412012008 SITE REVIEW COMMENTS
and Seal Sheet No:
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS
ON THE MAXIMUM NUMBER OF PARKING SPACES
r ------- - - -- -------------------
REOUIREMENF SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 8
LIGHTING AND PHOTOMETRIC
I
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
PLAN WILL BE SUBMITTED ALONG WITH FINALHOURS.
SITE PLAN
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL ANDALLEGED,
VIRGINIA DEPARTMENT OF TRANSPORTATION
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
// 1EXCEPTING
FOR LIABILITY ARISING FROM'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER'MEALiH
OZ�"'ONAL�
DEPARTMENT
ATTACHMENT B
Existing Condition Notes
CH"FCT ENGINEER 24 HOURS PRIOR TO
PE
TOR To CONTACT LANDSCA AN ON-SITE REVIEW
OAT UM G NT DARER SOUTHERN PARCEL TO SCHEDULE
1EAR,NU`,PA`,jNFF AI
CIMEN TREES TO BE SAVED IN THIS AREA
OF SEE AND SURVEYOR,
TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B LINCOLN L
BOUNDARY VA
2 CHARLOTTESVILLE
BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610 80
IF
3
4 ALL OF EXISTING PARKING WILL BE DEMOLISHED
SUBMITTED ALONG WITH FINAL SITE PLAN
DEMDDI)ION PLAN WILL BE
OUMPSTER
6m CRITICAL SLOPES
6 AND ARE PLACED
563�43�ME R= 1372 7Y' GREY E Y AREAS REPRESENT C SURVEYED Y
PAD 1 5 5
fit A -Z 7148, i.
UP THETHREE (3) DOGWOODS BETWEEN LOADING DDCXS ARE NOT SU
-2a - IN APPROXIMATE LOCATIONS
CzO2 95'
0 dfg, 61" cg=SS4-fflo`E - - . -�-' CSX
SIORrATTO
, - - �4P;,ETy5; CTA 0'5r2g' INC
EXCEPT F3
CENTER, E
CF'RAQv
IF 372,7?'
A= 125, JOT, Existing Condition Notes
-62 63' 6,,_
E CONSOLIDATED
W
7 UP ED
I Cz IRS 14, -230, 23F, 23CI AND FOLLY DRIVE EASEMENT WILL 8
LEPCO EASEMENT -I _'46E BUILD/NG CB=S6,' 16:761E SINGLE TAX MAP PARCEL FOR SIMPLIFIED
TMP 59 REVIEW
,9,,q 9w P 475, 478 , I i - INTO ONE SIN 0
ANO PROPER, YtINE 5'13','9' fho ASLINCOLN
ER ERATE COVER
SONSULIOATED PLAT AND APPLICAfION -i'L BE PREPARED SEP"
6kcFFrF3 24PlN f5 x`70.XSTIMG R -TEDATALATEROATF
LIOTSOX A=S704
MEW WA�'SI'V00I t�OTE
BUILDING ENCROACHES SURVEYORS AND WILL BE SUBMIT
0 20
ITT
McKEECARSON
. .......
........ . .. ...
NORM RIDGE SRP PIAN.
MMONS GROUP
CONSOLIDATED DPLA':
THOMAS LINCOLN
vEPCO EASEMENT
Dy
9856 SF�04
323'OVER PROPERTY SINE
UP
r=lw!,?
P, 470.473 PLAT
05900-00-00-023DO
RECTORS & VISITORS THE -AR7Y WALL
-S PV
I I.
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VIPG1
UNIVERSITY 0 NIA
OB 10S3 P IS
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EXISTIA(G
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U
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1 13
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4119E
05goo-oo-oo-02 FO
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15 if
RECTORS & VISITORS Or THE
9061VOL UNIVERSITY OF VIRGINIA541
.0
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5900-00-000'
900 00-00-023SO .42'
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U-1
"I'll "C4770 ZONE L 1
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UNIVERSITY of VIRGINIA
UN RG,N
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RECTORS &VISITORS OF THE
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1, 0412612008 SITE FEVIEW COMM
ZONE COMMERCIAL
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70
6,96 SO
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'77
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-
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aa,
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EXISTING PARKING LOT UP
L 59-236
3H,
54SPACES
FOLLY ROAD
IIc
50' EASEMENT
(PRIVATE)10.1
0,249 AC
611
48
Tj
96'
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1993 2
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p-g-,,�qt-P3p7VT
"51 IT562
CAP STA"OFD * 03
--------- - --- -- ---- ----
FXCEP F F N
- ELEIIA r/IoNQ 171.w_5. I
-- ---
--- -------- -----------
--- ---------------------------
-- -----
R G�y
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--- - ----------- 7-9F81,
-- -
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STUSAND4,VCHOR
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----
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--
ExOPP r F3
U.S-. ROUTE- OE� 7A - 3
-- -- --- ---------
--- --------- ---------
-
----
0 20
ITT
McKEECARSON
. .......
........ . .. ...
NORM RIDGE SRP PIAN.
MMONS GROUP
CONSOLIDATED DPLA':
THOMAS LINCOLN
co ntoul Interval 2
ATTACHMENT B
DESIGNED "'
CHECKED
SCALE 1
DATE 31
PROJECT
MOCR
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REVISIONS
1, 0412612008 SITE FEVIEW COMM
co ntoul Interval 2
ATTACHMENT B
DESIGNED "'
CHECKED
SCALE 1
DATE 31
PROJECT
MOCR
f
DB 93'
j P d/+5 Jdc °'A7 11
VE PCO EA.SERrFN r --
\ly y
DR ?34 P 475 479 P;AT
EXCEPT F.T 1
1'FP_ C EABEvENT
DR 414
r.5 P f O 47+PLAT
' _ f E,YCEPT FS
I f
I h
q/NTFNgMc,c7-
4111NC
Ilk
- ", f
- / i'L Y
LOADING SPACES
-t----- 3Q-FASEAaEVl' _ 2v � 'vtJ T7 U/
-� EA�.SEME DB 970P4 r -' . - ��� - - 7 F - \ ! y /
1 __ I 198903 7 _ \ 12 -` }l,
- .. ♦ f ' D638`P�@£ P7 Fd> T\ 1 (�jf J may,
2 CLEAR OVERHANG LIMB \ . \ \. _ /OF cc,-
\
-7/1 7CLEAR OVERHANG LIMIT JR4'
2 CLl`AR OVERHANG LIMI
SPACE
/ 7� _ — ` •,b'. w m 6'WIDEBUMPER
OC
YiPTHy,RASENEA)r `
7ri_7rrE45EnrEl1T
l pF
0H 119
9 n'EO roEkC PL,i7 - V�.:
EtcEP7fd 7
1'CEP'F4Et.:I-
08 970 P 45T PLAT :I - I
EXCEPT FI
p'S
` - 16 14 16' 124' 4Z UT ((YPj
13_6' {5 4' 16' -
r
FYP
✓EPN E4SERfEN7- ----VEPCO Eq SC-FAENT
JP 43f P1,�4 PIAT 'OB 397 PR4� -
d - 2 P 399 41f0 PLAT -- -'rcn 1`r-,
tXgEPTF, - - �__ � f" 508U1CO/NG SE7BACKL/NE(BUILDING EXISTS UN SITE/_
713 6'
5' WIDE CONCRETE SIDEWALK
0
I I
JO 4C54 EASEMENT
DR 1,^l1 P 341 PL 4 F
90-% P204 717PLAF -
EICEPT cr, F14
-- ------ i1P/AHLf'NGRFSS
------------._�—.... ......... .. --- ____--- _---- _____-.__.____. _-_____-_ t .- 3EGRES:'e SF4SE4SEM.ENT
t EPCDRWECRGJ)' _ - - OB 1Lif P,43PL47
I STUBAND ANC,4OF'
SIGHT DISTANCE EXHIBIT Sale ,' = 100'
03 PL4N
0 100 200
Layout Notes
1 DETAIL DIMENSIONAL LAYOUT WILL BE PROVIDED WITH FINAL SITE PLAN
2. EXISTING PARKING LOT WILL BE REPLACED WITH THE PROPOSED LAYOUT AS SHOWN EXISTING
BUILDING WILL NOT BE MODIFIED,
3 PARKING LOT LAYOUT IS IN COMPLIANCE WITH THE SECTION 4 12 OF ALBEMARLE COUNTY CODE
4 THE PROPOSED PARKING LOT IS DESIGNED TO PROVIDE SUFFICIENT PARKING FOR BOTH
THE PROPOSED LTACH FACILITY ON TMP 59.23B1 AND THE EXISTING MAINTENANCE FACILITY
ON TMP 59-23D, 23F AND 23CI SEE COVER SHEET FOR CONTEXT MAP
5 NUMBER OF EMPLOYEES. 23 EMPLOYEES
(EXISTING WAREHOUSE)
PROPOSED USE PARKING FOR LTACH STAFF (USE)
PARKING REQUIRED 88 SPACES (SEE PARKING STUDY)
2 CUSTOMER PARKING (NOT OPEN TO PUBLIC)
2 LOADING SPACES (22610 SF)
PARKING PROVIDED. 92 SPACES (INCLUDING 4 HANDICAP)
4 LOADING SPACES
I Oe 788 P Ode
.... ................. ,FCEP. Flo '
EYCEP7 F3 U.S. ROUTE 250 scala =20 �oITIRaF Interval 2'
0
ATTACHMENT B
McKEECARSON
/III -
FL Ti/ /
I -� /,F
VROBERT BMCKEE'
L,c N. 7783
i uq
r
REFERENCES
NORM RIDGE SITE PLAN
TIMMONS GROUP
CONSOLIDATED PIAT:
THOMAS LINCOLN SURVEYORS
REVISIONS
1 04/28/7008 SITE REVIEW COMI,
DESIGNED SRK, NBB,
CHECKED R
SCALE
DATE 33/24
PROJECT 0
IEET NUMBER
V �
7
OF
Landscape Calculations Landscape Plan Notes
REOUIRED PROVIDED 1 ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE MATCHED AND SUPPLIED FROM THE
TREE CANOPY CALCULATION -_ _- -_
--"- - -- "'---- -- - ------ - --- ----' SAME SOURCE (PER SPECIESI.CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT
TOTAL SITE AREA 2 90 AC
`.may M1' TREE CANOPY REQUIRED (INDUSTRIAL USE= 1U9<OF SITE) 029 AC 094 AC MATERIAL DELIVERY FOLLOWRE ING
INSALLATIUTIONS OR CHANGES, IF SCHEDULED TYPES ARE
TOTAL PARKINGAND CIRCULATION AREA D_96AC -_ ----
5%
__ UNAVAILABLE, AND FOLLOWING INBThLLAT10N
I - 5% OF TOTAL PARKING AND CIRCULATION AREA 005 AC 005 AC
\ _ ALL PLANT SUBSTITUTIONS SHALL BE APPROVED By THE LANDSCAPE SUBSTITUTIONS
IN ARCHITECT PRIOR TO PLACEMENT
- OF ORDERS CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS {N WRITING
1 / GENERAL LANDSCAPE GALCULATI( __ _ _—_ _ - 3 OWNER(VERY D LANDSAS AFTER
I NEA SHAG INSPECT EN!PR ORD APPROVE ALL PLANT MATECIOR AL NOTIFY OF
/ DELIVERY AS WELL AS AFTER INITIAL PLACEMEN! PRIOR TO PLANTING CONTRACTOR TO NOTIFY
_ STREET TREES REQUIRED (3507501) 7 LANDSCAPE ARCHITECT 46 -HOURS PRIOR TO DELIVERY
- SCREENING TREES REQUIRED WA
l PARKING LOT TREES REQUIRED (89/101 9 4 MULCH TO BE DOUBLE SHREDDED HARDWO00, CLEAN AND FREE FROM PEST AND DISEASES MULCH
SHALL BE APPLIED TO A2 -INCH DEPTH MULCH RINGS 24ANCHES MIN. IN DIAMETER ARE TO BE PLACED
NOTES AROUND ALL TREES NOT LOCATED IN PLANTING BEDS
-i VALUES FOR THE AREA OF CANOPY PROVIDED WERE TAKEN FROM THE ALBEMARLE TREE CANOPY CALCULATION CHART
X INi O BE DETERMINED
OR, IN THE ABENCE OF TREE -SPECIFIC DATA. BEST PROFESSIONAL JUDGEMENT OF ALANDSCAPE ARCHRECT 5 ENGINEER)
PLANTERS
AND MEADALLSIOPRE LNG G3 (fMANNER THAT ENGINEER)TREEPLANTING IN MEADOWMIXSPREADING SHALLBEPERFORMED 1N A, MANNER THAT
!i:,- DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED)_ SLOPE PROTECTION
MATTING $HALL BEAN
ENGINEER PRIOR TO ORDERING IFOR TYPE AND QUANTITATE NORTH AMERICAN Y PRODUCT CONSULT LAAND
'1 i� OF
ROCK
6 CONTRACTOR TO VERIFY UQUANTITIES BST111IONSAND REPORT ANY OVED BY THE OWNERS TO
LANDSCAPE
ARCHITECT ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNEk AND LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
x S
7 PLANTING 1S SUBJECT TO CHANGE AS PER CLIENT REQUEST
„1 ' ✓ - � S� - 8 PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS
,-�. AGM
/A/
T
Legend
Nq
DING
jl ✓ J;/ ' T I ilk ;�! - ? DECIDUOUS CANOPY TREES (TIP,
/ G �
11 ) { �% �, / ,i r c/ \ • - - � ti°� J^-
/
DECIDUOUS UNDERSTORY TREES (TYP )
S • ; ✓ / 5 — EXIST/NG DOGWOODS -APPROA LOCATION-
rF.fr.sPACES - I - - - - ------------ -- -"- -- --
/f,-
/'2;jt;!! DECIDUOUS CANOPYTREE ITyp) EVERGREEN TREES (TYP)
r(%✓. / '�\ l BRAD 8!(l - X - SHRUBS(TYP)
I F
( 1
SIDEWAIiL tOAO{NG
✓/�! ` ) - - - - -- EVERGREEN TREE(Typ) -- - - -
%%
BIO -RETENTION GROUNDCOVER
DECIDUOUS UNDERSTORY TREE {Typ)
GROUNPCOVEft (GRASS)
r% Q NO PARK NG , — Master Plant List
COD CIENTIFIC NAME C MMON NAME O Y - -- S - - AN -
S 0 TY CALIPER/CANOPI' TOTAL
LEAK SPACE- i _ �1 - - - i J TREES- SIZE SF ,CANOPY
- '
_
'Ll (TV
D auous Canopy(Baet asz
_ k� AR_ Acer rubrum October Glory_ _ _ 0 tober Glory Red Maple 3 _ _ 2.5' cal 397 1356_
/ - - - BN Batula ngra Hentage _ _ _ Heritage Raver Birch _ 2 _ 2.5'c. 129_ _794 _
CC 'Carp nus carol n Ina _ Amencan H mbeam _ _ 76 2 5' cal 371 _' 9804
MG MetaseFA suo aet1l�tos AoboMePvrPfe' Ana,— A h25'cai 60 _ 1153_ -
.r' ✓ _ _ _ _ _ _ __
Dawn Redwood _ 2 5' c_al 99 _ 120
/• / i X , ' —
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Map is for display purposes only • Aerial Imagery from Commonwealth of Virginia 17, 2008
ALBEMARLE COUNTY CODE
CHAPTER 18
ZONING
SECTION 22
COMMERCIAL - C-1
Sections:
22.1 INTENT, WHERE PERMITTED
22.2 PERMITTED USES
22.2.1 BY RIGHT
22.2.2 BY SPECIAL USE PERMIT
22.3 ADDITIONAL REQUIREMENTS
22.1 INTENT, WHERE PERMITTED
C-1 districts are hereby created and may hereafter be established by amendment to the zoning map
to permit selected retail sales, service and public use establishments which are primarily oriented
to central business concentrations. It is intended that C -i districts be established only within the
urban area, communities and villages in the comprehensive plan. (Amended 9-9-92)
22.2 PERMITTED USES
22.2. 1 BY RIGHT
The following uses shall be permitted in any C-1 district subject to the requirements and
limitations of these regulations. The zoning administrator, after consultation with the director of
planning and other appropriate officials, may permit as a use by right, a use not specifically
permitted; provided that such use shall be similar to uses permitted by right in general character
and more specifically, similar in terms of locational requirements, operational characteristics,
visual impact and traffic generation. Appeals from the zoning administrator's decision shall be as
generally provided in section 34.0.
a. The following retail sales and service establishments
1. Antique, gift, jewelry, notion and craft shops.
2. Clothing, apparel and shoe shops.
3. Department store.
4. Drug store, pharmacy.
5. Florist.
6. Food and grocery stores including such specialty shops as bakery, candy, milk dispensary
and wine and cheese shops.
7. Furniture and home appliances (sales and service).
ATTACHMENT E
18-22-1
Zoning Supplement 46, 12-30-99
ALBEMARLE COUNTY CODE
8. Hardware store.
9. Musical instruments.
10. Newsstands, magazines, pipe and tobacco shops.
11. Optical goods.
12. Photographic goods.
13. Visual and audio appliances.
14. Sporting goods.
15. Retail nurseries and greenhouses.
b. The following services and public establishments:
1. Administrative, professional offices.
2. Barber, beauty shops.
3. Churches, cemeteries.
4. Clubs, lodges, civic, fraternal, patriotic (reference 5.1.02).
5. Financial institutions.
6. Fire and rescue squad stations (reference 5.1.09).
7. Funeral homes.
8. Health spas.
9. Indoor theaters.
10. Laundries, dry cleaners.
11. Laundromat (provided that an attendant shall be on duty at all hours during operation).
12. Libraries, museums.
13. Nurseries, day care centers (reference 5.1.06).
14. Eating establishments.
15. Tailor, seamstress.
16. Automobile service stations (reference 5.1.20).
17. Electric, gas, oil and communication facilities excluding tower structures and including
poles, lines, transformers, pipes, meters and related facilities for distribution of local
service and owned and operated by a public utility. Water distribution and sewerage
collection lines, pumping stations and appurtenances owned and operated by the
Albemarle County Service Authority. (Amended 5-2-93)
18-22-2
Zoning Supplement #6, 12-30-99
ALBEMARLE COUNTY CODE
18. Public uses and buildings including temporary or mobile facilities such as schools,
offices, parks, playgrounds and roads funded, owned or operated by local, state or
federal agencies (reference 31.2.5); public water and sewer transmission, main or trunk lines
treatment facilities, pumping stations and the like, owned and/or operated by the
Rivanna Water and Sewer Authority (reference 31.2.5; 5.1.12). (Amended 11-1-9)
19. Temporary construction uses (reference 5.1.1).
20. Dwellings (reference 5.1.21).
21. Medical center.
22. Automobile, truck repair shop excluding body shop. (Added 6-3-81; Amended 9-9-92)
23. Temporary nonresidential mobile homes (reference 5.8). (Added 3-5-86)
24. Indoor athletic facilities. (Added 9-15-93)
25. Farmers' market (reference 5.1.36). (Added 10-11-95)
26. Stormwater management facilities shown on an approved final site plan or subdivision plat.
(Added 10-9-02)
27. Tier I and Tier II personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
(§ 20-22.2.1, 12-10-80; 6-3-81; 3-5-86; 9-9-92; 5-2-93; 9-14-93; 10-11-95; Ord. 02-18(6), 10-9-02; Ord.
04-18(2),10-13-04)
22.2.2 BY SPECIAL USE PERMIT
The following uses shall be permitted only by special use permit approved by the board of
supervisors pursuant to section 31.2.4:
1. Commercial recreation establishments including but not limited to amusement centers,
bowling alleys, pool halls and dance halls, (Amended 1-1-83)
2. Electrical power substations, transmission lines and related towers; gas or oil transmission
lines, pumping stations and appurtenances; unmanned telephone exchange centers; micro-
wave and radio -wave transmission and relay towers, substations and appurtenances.
3. Hospitals.
4. Fast food restaurant.
5. Veterinary office and hospital (reference 5.1.11).
6. Unless such uses are otherwise provided in this section, uses permitted in section 18.0,
residential - R-15, in compliance with regulations set forth therein, and such conditions as
may be imposed pursuant to section 31.2.4.
7. Hotels, motels and inns.
8. Motor vehicle sales and rental in communities and the urban area as designated in the
comprehensive plan. (Added 6-1-83)
18-22-3
Zoning Supplement #30.10-13-04
ALBEMARLE COUNTY CODE
9. Stand alone parking and parking structures (reference 4.12, 5.1.41). (Added 11-7-84;
Amended 2-5-03)
10. Drive-in windows serving or associated with permitted uses. (Added 11-7-84; Amended 9-9-
92)
11. Uses permitted by right, not served by public water, involving water consumption exceeding
four hundred (400) gallons per site acre per day. Uses permitted by right, not served by
public sewer, involving anticipated discharge of sewage other than domestic wastes. (Added
6-14-89)
12. Body shop. (Added 9-9-92)
13. Animal shelter (reference 5.1.11). (Added 6-16-99).
14. Tier III personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
(§ 20-22.2.2, 12-10-80; 1-1-83; 6-1-83; 11-7-84; 6-14-89; Ord. 03-18(1), 2-5-03; Ord. 04-18(2), 10-13-04)
22.3 ADDITIONAL REQUIREMENTS
In addition to the requirements contained herein, the requirements of section 21.0, commercial
districts, generally, shall apply within all C-1 districts. (Amended 3-17-82; 7-10-85)
18-22-4
7onmg Supplement #30, 10-13-04
ALBEMARLE COUNTY CODE
CHAPTER 18
ZONING
SECTION 27
LIGHT INDUSTRY - LI
Sections:
27.1
INTENT, WHERE PERMITTED
27.2
PERMITTED USES
27.2.1
BY RIGHT (Amended 10-3-01)
27.2.2
BY SPECIAL USE PERMIT
27.3
MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
27.4
ADDITIONAL REQUIREMENT
27.1 INTENT, WHERE PERMITTED
LI districts are hereby created and may hereafter be established by amendment to the zoning map
to permit industries, offices and limited commercial uses which are compatible with and do not
detract from surrounding districts. Uses and land previously established in industrial limited (M-
1) and research and technical manufacturing (RTM) districts, where in conformity to the
comprehensive plan, shall be encouraged to develop as active centers of employment on both
individual sites as well as within industrial parks. It is intended that LI districts may be
established in areas having all of the following characteristics:
-Areas served by water and sewer facilities or if such facilities are reasonably available;
-Areas served by major highway, rail or air service, or secondary road improved to standards
approved by the county; and
-Areas having clearly demonstrated suitability for intended uses with regard to physical
characteristics and relationship to surrounding development.
27.2 PERMITTED USES
27.2.1 BY RIGHT
Except as otherwise limited by section 27.2.2.10, the following uses shall be permitted in any LI
district subject to the requirements and limitations of these regulations: (Amended 2-13-85)
1. Compounding of drugs, including biological products, medical and chemical as well as
pharmaceutical.
2. Fire and rescue squad stations (reference 5.1.9).
3. Manufacture, processing, fabrication, assembly, distribution of products such as but not
limited to: (Amended 12-2-81; 2- 20-91)
-Artists' supplies and equipment.
ATTACHMENT F
18-27-1
Zoning Supplement #1b, 10-3-01
ALBEMARLE COUNTY CODE
-Business, office machines and equipment.
-Cosmetics, including perfumes, perfumed toiletries and perfumed toilet soap.
-Drafting supplies and equipment.
-Electrical lighting and wiring equipment.
-Electrical and electronic equipment and components including radio, telephone, computer,
communication equipment, TV receiving sets, phonographs.
-Food products, such as bakery goods, dairy products, candy, beverages, including bottling
plants.
-Gifts, novelties including pottery, figurines and similar ceramic products.
-Glass products made of purchased glass.
-Industrial controls.
-Jewelry, silverware.
-Light machinery and machine parts, including electrical household appliances but not
including such things as clothes washers, dryers and refrigerators.
-Musical instruments.
-Paper products such as die -cut paperboard and cardboard, sanitary paper products, bags and
containers.
-Photographic equipment and supplies including processing and developing plant.
-Rubber, metal stamps.
-Small electrical parts such as coils, condensers, transformers, crystal holders.
-Surgical, medical and dental instruments and supplies.
-Toys, sporting and athletic equipment, except firearms, ammunition or fireworks.
-Watches, clocks and similar timing devices.
-Wood cabinets and furniture, upholstery.
4. Publishing, printing, lithography and engraving, including but not limited to newspapers,
periodicals and books.
5. Preparation of printing plates including typesetting, etching and engraving.
6. Research and development activities including experimental testing.
7. Scientific or technical education facilities.
8. Assembly and fabrication of light aircraft from component parts manufactured off-site.
9. Contractor's office and equipment storage yard.
18-27-2
"Zoning Supplement 416, 10-3-01
ALBEMARLE COUNTY CODE
10. Engineering, engineering design, assembly and fabrication of machinery and components,
including such on-site accessory uses as machining, babbitting, welding and sheet metal work
and excluding such uses as drop hammering and foundry. (Amended 10-3-01)
11. Electric, gas, oil and communication facilities excluding tower structures and including
poles, lines, transformers, pipes, meters and related facilities for distribution of local service
and owned and operated by a public utility. Water distribution and sewerage collection lines,
pumping stations and appurtenances owned and operated by the Albemarle County Service
Authority. Except as otherwise expressly provided, central water supplies and central
sewerage systems in conformance with Chapter 16 of the Code of Albemarle and all other
applicable law. (Amended 5-12-93)
12. Public uses and buildings including temporary or mobile facilities such as schools, offices,
parks, playgrounds and roads funded, owned or operated by local, state or federal agencies
(reference 31.2.5); public water and sewer transmission, main or trunk lines, treatment
facilities, pumping stations and the like, owned and/or operated by the Rivanna Water and
Sewer Authority (reference 31.2.5; 5.1.12). (Amended 11-1-89)
13. Temporary construction uses (reference 5.1.18).
14. Business and professional office buildings.
15. Dwellings (reference 5.1.21). (Added 4-17-85)
16. Temporary nonresidential mobile homes (reference 5.8). (Added 3-5-86)
17. Warehouse facilities and wholesale businesses not involving storage of gasoline, kerosene or
other volatile materials; dynamite blasting caps and other explosives; pesticides and poisons;
and other such materials which could be hazardous to life in the event of accident. (Added
12-2-87)
18. Stormwater management facilities shown on an approved final site plan or subdivision plat.
(Added 10-9-02)
19. Tier I and Tier 11 personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
(§ 27.2.1, 12-10-80, 12-2-81, 2-13-85, 4-17-85, 3-5-86, 12-2-87, 11-1-89, 5-12-93; Ord. 01-18(6), 10-3-01;
Ord. 02-18(6), 10-9-02; Ord. 04-18(2), 10-13-04)
27.2.2 BY SPECIAL t)SE PERMIT
The following uses shall be permitted only by special use permit approved by the board of
supervisors pursuant to section 31.2.4:
1. Laboratories, medical or pharmaceutical.
2. Airport, helistop or heliport (reference 5.1.1).
3. Assembly of modular building units.
4. Moving businesses, including storage facilities.
5. Warehouse facilities not permitted under section 27.2.1.17. (Amended 12-2-87)
6. Wholesale business not permitted under section 27.2.1.17. (Amended 12-2-87)
18-27-3
Zoning Supplement #30, 10-13-04
ALBEMARLE COUNTY CODE
7. Truck terminal.
8. Electrical power substations, transmission lines and related towers; gas or oil transmission
lines, pumping stations and appurtenances; unmanned telephone exchange centers; micro-
wave and radio -wave transmission and relay towers, substations and appurtenances.
9. Temporary events sponsored by local nonprofit organizations (reference 5.1.27). (Added 7-7-
82)
10. Uses permitted by right, not served by public water, involving water consumption exceeding
four hundred (400) gallons per site acre per day. Uses permitted by right, not served by
public sewer, involving anticipated discharge of sewage other than domestic wastes. (Added
2-13-85)
11. Body shops (reference 5.1.31). (Added 12-7-88)
12. Towing and storage of motor vehicles (reference 5.1.32). (Added 6-6-90)
13. Uses listed under section 27.2.1 with subordinate retail sales exceeding fifteen (15) percent of
the floor area of the main use. (Added 2-20-91)
14. Supporting commercial uses (reference 9.0). (Added 6-19-91)
15. Indoor athletic facilities. (Added 9-15-93)
16. Stand alone parking and parking structures (reference 4.12, 5.1.41). (Added 2-5-03)
17. Tier III personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
(§ 20-27.2.2, 12-10-80; 7-7-82; 2-13-85; 12-2-87; 12-7-88; 6-6-90; 2-20-91; 6-19-91; 9-15-93; Ord. 03-
18(1), 2-5-03; Ord. 04-18(2), 10-13-04)
27.3 MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
Minimum area required for establishment of an LI district shall be five (5) acres. Unless
otherwise provided in section 26.2, there shall be no minimum area requirements for additions to
an established LI district, provided such area to be added adjoins and forms a logical addition to
the existing LI district.
27.4 ADDITIONAL REQUIREMENT
In addition to the requirements contained herein, the requirements of section 26.0, industrial
districts, generally, shall apply within all LI districts.
18-27-4
Zoning Supplement #30, 10-13-04
Route 250 West Task Force
---------------------
County of Albemarle
Department of Planning and Community Development
401 McIntire Road
Charlottesville, VA 22902-4596
TO: Joan McDowell, Principal Planner
FROM: Route 250 West Task Force
REFERENCE: PROJECT: SDP 2007 — 00157 UVA Long Term Acute Care Hospital
DATE: February 8, 2008
The Route 250 West Task Force is charged with making recommendations to the Board of
Supervisors with regard to all transportation impacts on the Route 250 West Corridor. The Task
Force appreciates the opportunity to review and comment on the University of Virginia Long
Term Acute Care Hospital.
The Task Force is concerned that the service vehicle access, which is located to the west of the
main Northridge entrance, is not safe. The Task Force believes the proposed service entrance for
the ambulances may not be safe for service vehicles and employees that must use it to exit to
Route 250 due to marginal site distance. This access point is particularly close to a crest west of
this service entrance on Route 250. East -bound vehicles on Route 250 topping this crest may not
have time to react to vehicles exiting the service vehicle entrance traveling east. Additionally, this
entrance could experience additional traffic once the warehouse is fully utilized. It is the Task
Force's understanding that the existing main Northridge entrance has already met the criteria for a
traffic signal. The Task Force recommends that this signal be installed and operating prior to
facility use. The Task Force does not support the installation of a traffic signal at the service
entrance.
The Task Force recommends that the applicant address this potential safety hazard. Again, the
Task Force appreciates the opportunity to comment on this important community project. Please
feel free to contact Juandiago Wade, the Task Force staff contact, if you have any questions.
Cc: Gerald Gatobu
Route 250 West Task Force
ATTACHMENT G
Joan McDowell
From: Gerald Gatobu
Sent: Thursday, June 12, 2008 2:58 PM
To: Joan McDowell
Subject: FW: Northridge Development Parking and Traffic Analysis Update
Here are VDOT Comments.
From: Denunzio, Joel D., P.E. [mailto:Joel.Denunzio@VDOT.virginia.gov]
Sent: Wednesday, June 11, 2008 4:33 PM
To: Gerald Gatobu; Amelia McCulley
Subject: RE: Northridge Development Parking and Traffic Analysis Update
Amelia, Gerald,
I have reviewed the Traffic Analysis update and have the following comments:
• The Traffic Analysis Summary and Recommendations states that a signal is currently warranted at the Northridge Main
Entrance. However, the study submitted in January 2008 was not a complete warrant analysis and will not be accepted to
approve and install a signal at this location. Because it is an existing site, a 12 hour count will need to be conducted to
properly show the warrants for a signal. Also, the initial study recommended that the 12 hour count and analysis be
conducted, but the update indicates that the signal is warranted when this may not actually be the case.
. I recommend that the interparcel connections be made between the three sites. The analysis indicates that left turns out of
all three driveways will cause an increase in delay and as stated above, a signal is not necessarily warranted. If a new
analysis shows no signal is warranted, there will be three driveways with decreased LOS for left turns that may cause
unsafe operating conditions. If all three driveways are consolidated to the main entrance, it is more likely that the signal will
be warranted and it will be a safer condition for all movements.
. Although the Access Management Regulations for this section of Route 250 will not be implemented until sometime in
2009, these three driveways do not meet the spacing standards the will be in place when the regulations go into effect. It is
not advised to allow access that will not meet standard within a year. The driveways should be consolidated.
If you have any questions, please contact me.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434-293-0011 Ext. 120
joeI.den unzio@vdot.virginia,gov
From: Gerald Gatobu [mailto:ggatobu@albemarle.org]
Sent: Tuesday, June 10, 2008 4:42 PM
To: Denunzio, Joel D., P.E.
Subject: Northridge Development Parking and Traffic Analysis Update
Hi Joel,
6/13/2008 ATTACHMENT H