HomeMy WebLinkAboutSDP200800052 Staff Report 2008-06-24ALBEMARLE COUNTY PLANNING
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 24'" 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 (C1), Light
59 Parcel 23131
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 (59-23131)
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.
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 (Cl) 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 C] 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 59-23131.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 23131 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 23B I, 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
Iof 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 23B1)
SDP1986-40: Northridge Office Park Site Plan Approved by the Planning Commission on August 12, 1986.
(Tax Map 59 parcel 2313)
0)
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 59-23131 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
160 of site
Critical slopes disturbed
0.32
41% of critical slopes
TMP 59-23B1 (The Kirtley Propertv)
Areas
Acres
Total site
3.50 acres approximately
Critical slopes
0.63
180 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 of section 4.2 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
.19
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 oj'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 of greater 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 andparking 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
Co
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SITE DATA:
ENGINEER: 7 MONS GROUF
919 2ND ST. S.E
CHARLOTTESVILi"E VA 22902
TELEPHONE. 434-295-5624
CONTACT, AMMY GEORGE, C L A.
AMM/ GEORGE@TIMMONS.COM
TAX MAP PARCEL T"059 PARCEL 13B
TM 059 PARCEL 23B1
ZONING Ci -COMMERCIAL
LI -LIGHT INDUSTRIAL
SOURCE OF BOUNDARY AND TOPOC RAPHY' THOMAS B. LINCOLN LAND SURVEYOR INC
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
(434) 974-1417
DATED JANUARY 15, 2007
SITE AREA TM 59 PARCEL 2.18 5,02 ACRES
TM 59 PARCEL 2181 3.50 ACRES
TOTAL AREA 8.5.: ACRES
SETBACKS: ADJACENT TO ROUTE 250 RIGHT -OF WAY 75'
MAXIMUM BUILDING HEIGHT 65'
(IF ANY STRUCTURE 15 OVER 35', 11 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 PAR EL 23B
EX NORTHRIDGE. OFFICE BUILDING 58„770 SF
TAX MAP 59 PAR 'EL 23Bi
EX WAREHOUSE BUILDING 23,100 SF
EX. KIRTLEY OFF,CE BUILDING 4,300 SF
LONG TERM ACU FE CARE HOSPITAL
IST FLUOR 16,953SF
2ND FLOOR 26,321 5F
3RD FLOOR 16,953 SF
TOTAL 87.627 SF
FLOOR AREA RATIO IT A. R.). TM 59 PARCEL 235 0.27
TM 59 PARCEL 2361 0 57
PARKING REQUIRED: I SPACE PER FOUR (4) BEDS
50 BEDS ! 4 = 13 SPACES
PARKING PROVIDED: LTACH 0
NORTHILIDGE 256
KIRTLE't OFFICE BUILDING 10
WAREHOUSE 20
TOTAL 266'
'UVA HEALTH SYSTEMS CURRENTLY IS CURRENTLY HAS A SITE PLAN APPLICATION
(PREPA'3ED BY MCKEE CARSON) FOR A PARKING LOT EXPANSION AT THE ADJACENT SIEG
PROPEFTY (TM. 59-23CI AND 59.231)). 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 WI FHIN 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 23Bi 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 IVY CREEK WATER SUPPLY
WATER'iHED, WHILE THE SOUTHERN REGION IS LOCATED IN MOORE$ CREEK
WATERSHED,
DRAINAGE FACILITIES BIOFILTERS, FILTERRA BOXES
AMOUNT OF IMPERVIOUS AREA EXISTING ADDITIONAL PROPOSED
TM 59 PARCEL 23B2 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
0.05 x 170,474 = 8,524 SQUARE FEET INTERI0R 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 DIS FURRED. 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 FLOOQPLAINS 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
BEA FULL CUT OFF LUMINAIRE, THE SPILLOVER OF THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS
SHALL NOT EXCEED ONE-HALF FOOT CANDLE
PRELIMINARY SITE PLAN
SAMUEL MILLER DISTRICT
n
(ORIS
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.Q. BOX 800799
CHARLOTTESVILLE, VA 22908-0799
TELEPHONE: (434) 924-9321
CONTACT: GARY LOWE
12/17/07
C. KOTARSKI
• DESIGNED BY
• A, GEORGE
• CHECKED BY
S. SAUNDERS
• . scALE
AS NOTED
Sheet List Table
Sheet
Sheet Title
Number
C1
COVER SHEET
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EXISTING CONDITIONS PLAN
C3
PRELIMINARY SITE PLAN
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DRAINAGE SHED ANALYSIS
1_1
TREE CANOPY ANALYSIS PLAN
L2
CONCEPTUAL LANDSCAPE PLAN
C. KOTARSKI
• DESIGNED BY
• A, GEORGE
• CHECKED BY
S. SAUNDERS
• . scALE
AS NOTED
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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
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.
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2 0.78
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85.9 3.94
2.84
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3 0.94
__66 0 -3.7 2
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24267
I TREATMENT TREATMENT
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DRAINAGE AREA #2 IVY CREEK WATER SUPPLY WATERSHED
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24267
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MAX IMPERVIOUS COVER-
s
171
CHARLOTTESVILLE VA -22904
Y
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT)
17
a. : I; .
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TMP 59-23C1
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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 IYATERAN9�.E_WER�QNSSti_U&TJQN
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
I THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH
16
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS. CURBS, PLANTS,
LOCAL AND STATE POLICY PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
MAX IMPERVIOUS COVER-
ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REPAIRS OR
WITHIN ANY EXISTING PUBLIC RIGHT.OF-WAY, INCLUDING CONNECTION TO ANY
CHARLOTTESVILLE VA -22904
REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO 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 DISTURBED BY CONTRACTOR VEHICLES,
SETBACK LINE
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
YARD30'
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 ALLSLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
METAL WAREHOUSE ON TMP 23D 8856 SF
LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO
I M
MAXUM 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 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
2 CUSTOMER PARKING (NOT OPEN TO PUBLIC)
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
SEWER LINE
-S---S-
RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER
6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q. VDOT
INLET
ARE EXCLUDED
STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH RANCOR HI Q HIGH DENSITY
POLYETHYLENE (HOPE) PIPE
23-
EXCLUDED IS THE RELOCATION OF ANY UTII (TIES NOT SPECIFICALLY NOTED TO
- -
_ �0
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'E%CLU DES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS
TELEPHONE PEDESTAL
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
-----
AT A SINGLE LOCATION THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM
PROCEEDING WITH WORK
CONCRETE PAVEMENT
THEIR OWN SITE WORK UP TO A 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 eV 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 RGRDUND
Z7
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL
UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY'
-G —G —G
MATERIAL THAT MAY BE NECESSARY 1N THE COURSE OF CONSTRUCTION AND
11.800-552-7001).
SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM
THE SITE ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THF. 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
RIP RAP
NECESSARY THE EXISTENCE ANDIOR LOCATION OF UTILITIES SHOWN ON THESE PLANS
STORM DRAIN IDENTIFIER
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.
SANITARY SEWER IDENTIFIER
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY
1
DATUM: USGS
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION IFA UTILITY IS DAMAGED
- -
—UGE
DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER.
2.
BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY
12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND
UNDERGROUND TELEPHONE LINE
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 4131 ELEVATION 610 80
RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION
- -
SEE EXISTING CONDITIONS SHEET
13 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
FIRE HYDRANT
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
6
ALLSITE 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
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
7
A WAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION
ON
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
THE MAXIMUM NUMBER OF PARKING SPACES
REQUIREMENT SHALL APPLY CONTINUOUSLYAN D NOT BE LIMITED TO NORMAL WORKING
B
LIGHTING AND PHOTOMETRIC PLAN WILL BE SUBMITTED ALONG WITH FINAL
HOURS, AND THAT THE CONTRACTOR SHALL OE FEND, INDEMNIFY AND HOLD THE
SITE PLAN
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND
CLEAN OUT
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK NTHHIS PROJECT,
WATER METER
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 59-23B1 AND
THE EXISTING MAINTENANCE FACILITY ON TMP 59-230, 23F AND 23C1
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 59-23D, 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
EXISTING
UNIVERSITY OF VIRGINIA,
MAX IMPERVIOUS COVER-
PO BOX 400726,
OPEN SPACE PROVIDED
CHARLOTTESVILLE VA -22904
TAX MAP / PARCEL:
TMP 59-23D
(TO BE CONSOLIDATED)
TMP 59-23F
SETBACK LINE
TMP 59-23C1
ZONING.
L - I
MAGISTERIAL DISTRICT
SAMUEL MILLER
SETBACKS (L -U:
FRONT BUILDING IS EXISTING
INDEX CONTOUR
S1DE NA
REAR. NA
BUILDING
YARD30'
PARKING 10'
EXISTING USE'
WAREHOUSE
EXISTING BUILDING.
METAL WAREHOUSE ON TMP 23D 8856 SF
WATER MAIN
METAL WAREHOUSE ON TMP 23D 13754 SF
MAXIMO NUMBER OF EMPLOYEES.
23 EMPLOYEES
(EXISTING WAREHOUSE)
PROPOSED USE.
PARKING FOR LTACH STAFF (USE)
PARKING REQUIRED:
88 SPACES
2 CUSTOMER PARKING (NOT OPEN TO PUBLIC)
SEPTIC DRAIN FIELD
2 LOADING SPACES (22610 SFJ
PARKING PROVIDED
92 SPACES (INCLUDING 4 HANDICAP)
EXISTING
4 LOADING SPACES
MAX IMPERVIOUS COVER-
"."ISF
OPEN SPACE PROVIDED
36, 060 SF
FLOOR AREA RATIO
(BUILDING AREAISITE AREA) 0 519/2.90= 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 SUPPORTVALUE OF 10 OR GREATER IS NOT OBTAINABLE,
A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER
2 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 VOGT 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 (VDOTI 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
ENGINEER
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE_ ESCUE
ALBEMARLE COUNTY SERVICF AUTHORIT'f
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
Sheet Index
SHEET TITLE SHEET NO
CO`/ER SHEET- - - - -- 1
EXISTING CONDITIONS PLAN -- - - - - - --- - - - -- 2
LAYOUT AND DIMENSION PLAN - - - - 3
GRADING AND UTILITIES PLAN--::::---- --- -- --- 4
LANDSCAPE PLAN - -- - -- --- 5
Context Map
PROPOSED LTACH BUILDING
ON TMP 59-23B1
1 EXISTING MAINTENANCE
U FACILITY WITH PROPOSED PARKING
ON TMP 59-23D, 23F AND 23C1
�/1 I
i U !LL
------ PROPOSED PEDESTRIAN
CONNECTION
-eqend/Abbreviations
ITEM
Sheet No.:
EXISTING
PROPOSED
BENCH MARK
r
PROPERTY/ RIGHT OF WAY LINE
'ROBERT B MCKEE�
NO 7183
SETBACK LINE
Attachment B
INTERMEDIATE CONTOUR
INDEX CONTOUR
BUILDING
PAVEMENT
WATER MAIN
_W_
,_ -W_,
-W W _
WATER VALVE
STORM SEWER
SEPTIC DRAIN FIELD
SEWER LINE
-S---S-
-S S-
INLET
O
MANHOLE
- -
_ �0
� ^
UTILITY POLE
O
TELEPHONE PEDESTAL
EASEMENT
BITUMINOUS PAVEMENTS.
-----
------- --
CONCRETE PAVEMENT
--------------------
O
CURB
CURB WITH GUTTER
- ------
i----------
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DRAINAGE AREA DELINEATION
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INTERMITTENT STREAM
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STORM DRAIN IDENTIFIER
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UNDERGROUND TELEPHONE LINE
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OVERHEAD TELEPHONE LINE
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- -
REINFORCED CONCRETE PIPE
FIRE HYDRANT
-
YARD DRAIN
_-
TOP OF CURB
_
BOTTOM OF CURB
LOW POINT
DROP INLET
CLEAN OUT
WATER METER
TOP OF THE STAIRS
BOTTOM OF THE STAIRS
_
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BOTTOM OF THE WALL
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VIRGINIA DEPARTMENT OF
TRANSPORTATION
-
HANDICAP RAMP
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Revisions
04/2812008: SITE REVIEW COMMENTS
Signature and Seal,
Sheet No.:
a M IN 0,
9,
L
'ROBERT B MCKEE�
NO 7183
fNNALtr<, r
Attachment B
CONC r•- ' :.619:12 61. 54- h
OUAIPSTSil
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T -76J'
Existing Condition Notes
1 DATUM USGS CONTRACTOR TO CONTACT LANDSCAPE ARCWTECTIENGWEER 24 HOURS PRIOR TO
CLEARING GRAINFIELD AREAON SOUTHERN PARCEL TO SCHEDULE AN ON-SITE REVIEW
OF SPECIMEN TREES TO BE SAVED IN THIS AREA
BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS 8 LINCOLN LAND SURVEYOR,
CHARLOTTESVKLE,VA
3 BENCH MARK IS IRON AND CAP STAMPED 0131 ELEVATION 610 80.
4 ALL OF EXISTING PARKING WILL BE DEMOLISHED
5 DEMOLITION PLAN WILL BE SUBMITTED ALONG'NITH FINAL SITE PLAN
6 GREY AREAS REPRESENT CRITICAL SLOPES
THE THREE 13) DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT SURVEYED AND ARE PLACED
,,APPROXIMATE LOCATIONS,
4
„Iv59• - CENTERLINE OF TRACk
VEPCOFASEMENT- _ -1- - _ vP -o Existing Condition Notes
DH 934 P 475, 478PLAT i ,1` `. 1, n - C=115 {1' - UP -- _ -
CE _ _ _ A.
EW CONSOLIDATED
EXCEPT F3 - OP + LINE -- _ > �9 - - _ `` - - INTO ONE SINGLE T MAP PARCEL FOR SIMPLIFIED REV!
^ FA CF BUILDING - _
i i „ I `� aR FR -1' CB 587"!R':+fi'E - _ -
I � h-lt 30 EXISPNG 15TORY BRICKAND -- FC7A- F' 1" ' ' - - TMP 59 230, 23F, 23G�1 AND FOLLY DRIVE EASEMENT WILL BE
^JPIN 75'\ \ 1 w METAL WAREHOUSE NOTE - `R- - ---- _ _ -
-bY9 - VEPCO EASEMENT =P 04'7' - -- - - -
-j, S856 5F BUILDING ENCROACHES UGT80X A,5701' + _ _ 2 CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN
.El 08934 323' OVER PROPERTY LINE T=1B 53' SURVEYORS AND WILL BE SUBMITTED ATA LATER DATE UNDER SEPERATE COVER
k7IPI S.
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REFERENCES
NORTH RIDGE SE PLAN
TIIANQ.S GROUP
CONSOLiDAc"( PIAT:
THOMAS LINCOLN SURVEYORS
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03/24/0?
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2. EXISTING PARKING LOT WILL BE REPLACED WITH THE PROPOSED LAYOUT AS SHOWN EXISTING
/JIT 414 P45:7.�,7l
ED LO NG WILL NOT BE MODIFIED
=10EFT Ft
PARKING
4 THE PROPOS D PARKING IOo PLIANCE I TH THE TORLE CODE
SDESIGN DTO PROVIDE ENT PARKING FOR BOTH
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0 20 40 80
McKEECARSON
U
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REFERENCES'
NORTH RIDGE SITE PLAN
TIMMONS GROUP
CONSOUDATED PIAT:
THOMAS LINCOLN SURVEYORS
I. 04/28/2008 'SITE REVIEW COMMEI
DESIGNED
SRK,NBB. EKI
Layout Notes
RBI.
SCALE -- �
---' I -2C
DATE
1 DETAIL DIMENSIONAL LAYOUT WILL BE PROVIDED WITH FINAL SITE PLAN
PROJECT
061(
2. EXISTING PARKING LOT WILL BE REPLACED WITH THE PROPOSED LAYOUT AS SHOWN EXISTING
ED LO NG WILL NOT BE MODIFIED
PARKING
4 THE PROPOS D PARKING IOo PLIANCE I TH THE TORLE CODE
SDESIGN DTO PROVIDE ENT PARKING FOR BOTH
THE PROPOSED LTACH FACILITY ON TMP 59-2387 AND THE EXISTING MAINTENANCE FACILITY
ON TMP 59-230, 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)
j U1
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I�
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2 CUSTOMER PARKING (NOT OPEN TO PUBLIC)
2 LOADING SPACES (22610 SF)
PARKING PROVIDED 92 SPACES (INCLUDING 4 HANDICAP)
4 LOADING SPACES
14 R+A 9L E W lD'Y : Nt � RES.4
4 EGRESSEISEM1IF NT
scale 1' = 20' contour Interval '
0 20 40 80
McKEECARSON
U
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REFERENCES'
NORTH RIDGE SITE PLAN
TIMMONS GROUP
CONSOUDATED PIAT:
THOMAS LINCOLN SURVEYORS
I. 04/28/2008 'SITE REVIEW COMMEI
DESIGNED
SRK,NBB. EKI
CHECKED
RBI.
SCALE -- �
---' I -2C
DATE
031241N
PROJECT
061(
SHEET NUMBER
f�1
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CF BU/C%•V
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I
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40
CLEAR SPACE
LIMTT(TYP)
Ips I
---
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Grading and Utilities Notes
I ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
LIMITS INDICATED ON THE E8S PLAN
2 SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS
TO STABILIZE AND CONTROL SOIL EROSION ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT BE PERMITTED
3, INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS
4, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARGHITECT II e CABLE, TV, GAS,
ELECTRIC)
5 ALL UTILITIES MOUNTED. ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
ALLOWED BY SERVICE PROVIDERS ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
PRIOR TO INSTALLATION
6, ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
ELECTRIC TRANSFORMERS, CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/COOING
ARE NOT PAINTED
7 TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER,
B ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER SERVICE PROVIDER
SHALL PROVIDE PULL WIRES TO CONTRACTOR CONTRACTOR SHALL TURN UP AND CAP ALL
CONDUITS
9 GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER GAS METERS SHALL NOT BE
LOCATED DIRECTLY UNDERANY WINDOWS IF ANY)
10 CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
TO INSTALLATION.
11 ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE CONTACT OWNERIARCHITECT/
ENGINEER FOR BEST LOCATION
12 WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY
Stormwater Sewer Schedule
INVi V { — — – -
1 I RIPRAP 50 STRUCTURE, STRUCTURE
RIPRAP U50 'i TOP ELEV INVERT INVERT PIPEDESCRIPTION
_ID -__ TYPE IN OUT '
EASEMENT - I t 15 YARD INLET _ 60150_ 58850 - --
SIDEWALK' BIOFILTER 1 t:11/LT -- — __ - 69871E 13'rHb8E�074b
CLEAN OUT T QUTLE7 TO BIOFILTER _'_ 5� 25 598
TO ACCESS - - - - - FN �I - - - -" -
_.A(7V LTACH BUILDING I _i ., - -- - - - - - -- -
TOP
I n1507 ON COVER SHEET
PROTECTION
ACSA
1.EASEMENT
U.S. ROUTE 250
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General Construction Notes
'/
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1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF.WAY INCLUDING CONNECTION TO
/
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-
ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
-- 4'x 1RECTANGULAR
Z
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TRANSPORTATION (VDOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
W
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REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
C
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OF THE PERMIT SHALL GOVERN.
2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM
PI
PERFORATED PIPE
SCURB
-AVVIN
TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
- -
_ CUT(TYR)
--INV OUT '=594
- RIPRAP D50=6"
3 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
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THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING
/
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4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED THE MAXIMUM
-
ALLOWABLE SLOPE IS 2.1 (HORIZONTAL.VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3 1 OR BETTER ARE TO BEACHIEVED
C7
-----�
5 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
,g
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE ADRAINAGE CHANNEL
6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES
7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III
--12'ADS DROP INLET
INV
TOP = 501 50 OUT 59850
S, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
�-- ,10 1
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)
-67 HDPE
67 L F 15'
qXL 74%
\ rD�
`
Construction Notes for Stormwater
Management Plans
i
1 ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND
2% OF OPTIMUM. MOISTURE CONTENT ALL FILL MATERIAL TO BE APPROVED BY
GEOTECHNICAL ENGINEER AGEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS
2 PIPEAND RISER. JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
FACILITIES
T
r� \
3 FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE
PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE
COUNTY EROSION CONTROL INSPECTOR
3'CURB--
CUT (TYP.)
II ,
Stormwater Sewer Schedule
INVi V { — — – -
1 I RIPRAP 50 STRUCTURE, STRUCTURE
RIPRAP U50 'i TOP ELEV INVERT INVERT PIPEDESCRIPTION
_ID -__ TYPE IN OUT '
EASEMENT - I t 15 YARD INLET _ 60150_ 58850 - --
SIDEWALK' BIOFILTER 1 t:11/LT -- — __ - 69871E 13'rHb8E�074b
CLEAN OUT T QUTLE7 TO BIOFILTER _'_ 5� 25 598
TO ACCESS - - - - - FN �I - - - -" -
_.A(7V LTACH BUILDING I _i ., - -- - - - - - -- -
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�90BERT B MCKEE' f
DR N6 7783
REFERENCES'
NCRTH RIDGE SITE PLAN
i!MMONSGROUP
CONSOUDATED PLAT
THOMAS LINCOLN SURVEYORS
REVISIONS
104/28/2008 SITE REVIEW COMMEI
DESIGNED
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CHECKED
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DATE
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REVISIONS
104/28/2008 SITE REVIEW COMMEI
DESIGNED
BKT, NBB, EKI
CHECKED
RBA
SCALE
DATE
03/24/0
PROJECT
OBI,
SHEET NUMBER
MCKEECAKSON
Landscape Calculations i _— Landscape Plan Notes
-' 1 ALL PLANTS HAVING A UANTITY GREATER THAN ONE .11) SHALL BE MATCHED AND SUPPLIED FROM THE
0 ia,mne,me
- - REQURED PROVIDED � ..:
'{.. j TREE CANOPY CALCULATION SAME MLD ELI (PER S PECIRE ANYNTACTOWNERAND LCHANGES.
ARCHITECT DULED THE SA OF PLANT
_ TOTAL SITEAREA 2'90 AC MATVAILA LE, AND
FOLLOWING
OR CHANGES, IF SCHEDULED TYPES ARE
TRE ECANOPY PARKINREQUIRED (INDUSTRIAL USE=70°r, On SITE( 029 AC 094 AG UNAVAILABLE, ANO FOLLOWING INSTALLATION
TOTAL PARKING AND CIRCULATION AREA _ 0.90 AG
5% OF TOTAL PARKING AND CIRCULATION AREA 005 AC 0.05 AC 2 ALL PLANT SUBSTITUTIONS SHALL BE APPROVED By THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT---
_ { OF ORDERS CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING
_ - 2rENERALLANDSGAPECALCULATI9NS__-_-____.,____— _-__._—_._-___ D OWNER AND LANDSCAPE ARCHITECT SHALL{NSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF \yY N'Tit `+Fry,
_ 7 DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING CONTRACTOR TO NOTIFY
/ STREE-f TREES REQUIRED (350'150')7 LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY
' SCREENING TREES REQUIRED WA y
iI PAR KING LOT TREES REQUIRED (89110) 9 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 V ROBERT B McKEE
NOTES
AROUND ALL TREES NOT LOCATED IN PLANTING BEDS x' ccnl m<nTe No r.r
VALUES FORTHE AREA OFCANOPY PROVIDED WERE TAKEN FROM THE ALBEMARLE TREE CANOPY CALCULATION CHART
_
OR. INTHE ABENCEOFTREESPECIFIC DATA,THE BEST PROFESSIONAL JUDGEMUDGEMEN70FALANDSCAPE ARCHITECT 5 ENGIN STABILIZATIONMATMAY IN APPLIEDADOW MIX
PES RADING HALLNG 3 BE O BE PERFORMED IN A MANNEBY LA R
THAT
ENGINEER( TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT J7'1Nrr,SC neY �Y
DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION
CS,
it 7 MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT CONSULT LA AND
ER CA
ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY
IRgCh
I 1 1 6 CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE -- --- -- - -- ---- -—
(/.' ARCHITECT ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER AND LANDSCAPE REFERENCES
j S) ARCHITECT PRIOR TO INSTALLATION
I q ` TIMMO kS GROUP PIAN
7 PLANTING 1S SUBJECT TO CHANGE AS PER CLIENT REQUEST TIMMONS GROUP
CONS OUDAiF.C+PLAT
II�G B PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS THOMAS LWCOLN SURVEYORS
Mgl/yT�,/vqlvC Legend
-- - �
/� - y r
1, 4 '0/NG `�� r'
DECIDUOUS CANOPY TREES (TYPj
i' _
LOADING --.� EX1S7/NGDOGWOODS-APPROX LOCA71ON DECIDUOUS UNOERSTORY TREES ME)
11 - SPACES'
/ - / - % l \✓- DECIDUOUS CANOPY TREE (Typ I '--=-- EVERGREEN TREES (TYP)
UJ
(fYPrSIDE) SPACES WAL11 -� X . SHRUBS (TYP) V — O
_ /� I F' _
1/ /---EVERGREEN TREE(TYP)Z U C z
BIO -RETENTION GROUNOCOVER Q -
>
_ ...+
_ y. / )t - _ _- 7
rj � - - L �
i
1 -f / I / _I w
7 CL
14T/� - -- DECIDUOUS UNDERSTORY TREE (Typ) GROUNDCDVER (GRASS) F' _ j Q
U
SHRUB (Typ) U 0
Master Plant L w 4
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-
' CODE tSCIENTIFIC NAME I S COMMON NAME CITY CALIPER( CANOPY TOTAL N
-2' WIDE - (ti X i?- S - _ - - _ - TREES S12f ' SF_ . _ _CANOPY W .O
CLEAR SPACE _ - _- Q
LIMIT - > - _Doc Deciduous Canopy 1880) _ __ - _ ._ _ _ 452
.i� \ �'t I %l AR 'Acer rubrum October G_Iry --_ -__ October_ Glory Red Maple_ 3_ 2.5'cal_397 --_1356 U
M?) f
.FBN Betula m a Henta M t Rrve Bch 2 5'cal 129
c' TJ _CC Carpmus caoinan American Holmes- -_76 25 cal- '371_ - 9804_ _
U _ Y FA Frax nus amer a 'Autumn Purple _ A e c Ash _ _ 3 2 5' cal 60 _ 1113
�r 1 (< , ,€ �" i - - — — - `•r� -MG Metase9u ne glyptostroboldes _ - Dawn Retlwocd 2 _ 25'ea_I_ 99 120 _
"'' 1' C i \ _ _ - - �- \• o_ L^1 i OP _Ostrya-v Qman _ _ _ -_ _-_ American Hopho noeam_ 2 _ 2 Y cal _ 422 _ _ 198 - w
- r - _ �.r FA _ Plateaus aver fol a
Bio ' London Planet ee _ _6 2 5'cal 1362 2532
�.. `
— —
},;. m PO Plateaus citl taLs'H - aid'_ Howard S tomo e _ 2 2 5'cal 339 2724 _
Quercus b'c 1
Swamp White Oak _ _ 2_ _ 2 5' cal 419 _ .678 _ Ur
OC Quercus c cclnea -- - _ -- S rlet Oak _ ? _ 2 5' cal, 419 -_ 838
OF, _ O rcusPal stns Pin Oak2 2 5' caf 481 838 _
QR_ Q cus bra - -_ -- - North rn Red Oak_ 2 25'oel 92 962 _.
I
/
cl-_- ----__-_ _--2- 25'c_ -a -_l --__423_6184TD Taodumdchum Bald Cypress
UP UI usp ifola25'cal. 169
_4_4 I giCO X Deciduous rrB_
_-
-
REVISIONS
\ AAmelanhlearboea'Autumn Bnlllnce_ Downy Servlceberry 2 8.10 260 1 04/280
. SITE REVIEWCOMMENTS
uspo rd Ch rokeePrincess Flowering Dogwood 6 W.il) 77 744
CV Chnnhu rgcuWhile Tree 2 8110 77 154
BB 910 P 461 PLAh HV Hamabut v gn andWilominel _2 6-10 _- 154
EXCEPT FI
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Evergreen(B&B) - _ _ _ _ - - - - - 16
JV _ Juruprrnis vvgm
_mra - _ _ Easier Red Cedar. _ 10 -6'
_ -8 118 - 160
PS P sl be While Pine 5 6'-8' 590
- 1VEP�0 t'AUL` ,SHRUBS (3 Gallon, 3 O.C) -- -- -- - - - _ -- - -- --- - _- _-
'i EASEMENT st. Bf/l1D D 5 r x _ _
___Clam. --____
' 2 A oma orb 1 i { Red Choke r 33 18 26 in
! .
ARV LTACH ILDING - - \ I �— - - - - - FH CA a lh a S l e ca les _ Sweet Pep bei ush 57 18 24 in,
510E -WALK -' - �-r--------�--� / _-��_-ice_ _ _I 101 nd _ -
_ TO ACCE - - ', r I S - COC _Cephalo th occ dentals _ eultonbush 33 1824 n
ARV SEEC TEXT MAP s ',i 1 - _ CS onussn _ _ Redtwg Dogwood 71 18-24m
To, 71 1824 in -- -- --- ------ ---- -
6750> 1QN ER SHEET i 'I I, `- tr' _ -t--- -- -- EI Vv ISS (' yn,- _ us_se a FI YellOwtwr D w _
v - 3 - -- - FG Folher II e d n - - - -- Dwarf Fofghegilll 20 18 241n
T"Ltin_ - '- - ° X �• .,:I \1" BV. EU3� - -J _ _ _ _ IG 2 Ilex 91 b - N,g a - _ Ink Berry _ _ _ _24 18.24 rn
_ _ _ _ a ee _ _
^ _ - -C _l - , - --- - - � ) - _ ,1_ _ _ -- ITV _ Ilea vii alta'Henrys Garnet _ _ Virginia Sweetspue _ 72 _ 18-241n
WALL
'IW IV 11 ert c_tlala Retl Spite' - - _Wnterae"y _ 31_ 1824 rn
- I• -- -_ - ' - __ - _ - - - - - - - 12'O1 f`, h-� •_ _
IV _ _ _Ile vert II la Jim Dandy' Jur Dandy (Pollinator) _ _ 2 18-24 in
r I
_ _
c_, , __ __ -- VA _ Viburnum centolum _ _ MapleleafVburnum 12 1824 inAfSA
EASEMENT _ fir' �i - - VC2 Viburnum earibeil Koreanspice Viburnum 12 _ 18.141n
VC3 _ --Viburnum corymbosum- _ Hight, 0lu b¢rry _- 12 1824
- - -- --. -. .- - --- - - -- -- -- - - - - - - - - - - - 5 -- - - -- - - - - -- - - _ um dentatum Artowwood Viburnum 12 18-241, - -
� i
VD Aburn
VJ _ Viburnum xlutldu- - _ _ Judd Viburnum 12 18-24m
- - - GRGUNDCOVERS (18' O DESIGNED lfl, NB, EP,
C] _ _ -- _ _ - - - - -_ _ _ _ _ _ _ _ _
- -- - IV3_ fns vers color _ _ Blue Flag _ - 105
- - - JE Juncus effuses_Gold Slake _ Sen Rush Sedge_ 105 5' CHECKED REM
PERENNIAL SEED MIXES_ SCALE 1'=20
-.__ __..-__- - .------ ---_-- MIX Upland Site Mrz 2990 st
I -- _ -- DATE 03/24j0i
U.S. ROUTE 250 a,dle 1' = 20 ertnar inter al 2' POJECI
P 091
0 20 40 80 SHEET NUM9eR
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TIMMONS GROUP
YOUR Yt51011t ACNI EVER IIIROUGH OURS.
April 28, 2008
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Joan McDowell
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Principal PlannerCq
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County of Albemarle
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Department of Planning and Community Development
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401 McIntire Road, Room 218
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Charlottesville, VA 22902
Dear Ms. McDowell:
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RE: UVA Long Term Acute Care Hospital (SDP 2008-00053)
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Critical Slope Waiver Request
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In the development of the UVA Long Term Acute Care Hospital (LTACH), a portion of
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the existing critical slopes on the properties will be impacted. Please consider this
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critical slopes waiver request to allow minimal impacts to critical slopes per Section
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4.2.5.b.3 of the Zoning Ordinance.
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The following are the calculations for the site:
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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
vi
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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 23B1. By placing
the building on the man-made slopes between the two parcels, we were able to
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achieve these goals. This will also reduce the visual impact of a three story building
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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,
o
Fiiterra/storm filters and underground storage of run-off. The combination of these
a
methods will ensure that the post -development run-off quantity does not exceed the
pre -development run-off quantity.
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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
Proposed Long Term Acute Care Hospital (LTACH) — TM 59, Parcel 2381
October 8, 2007
Page 2 ordinances that are now consolidated under the
control and stormwater management
water protection ordinance.
will be leased to the Rector ands SLC unt+� Z�Q7 at
Family Holdings
We understand that this property te owners, Kirtleystated
ea during
f Virginia (UVA) Y The UVA General counsel's O�he p�op taY d in
University o Tete control ove
27, 2007: UVA "will have comp b the University."
which time the land will be sold to U rated solely Y
an email dated July The LTACH will be operated plan, I will be
the term of the lease .. ro osed site p Uesl ions
be
e ready to P staff. If you have any q
r proceed with disc
with Coiion nty the p
When you a re application conferenc tease let me know.
happy to seta p
in preparation for this discussion or otherwise, a right to appeal it within thirtion y 5 30)
this determination, You have 9
with
ct
If you are aggrieved by etermination is given, in accordance
s determination shall
days of the date notice of this If you do not file a timely appeal,
Ig with the Zoning
2311 of the Code of VirginiaAn ppeal shall be taken only Y appeal which specifies the
unappealable. A peals a notice of app with
be final and unapp completed and filed along
al An appeal application must be
Administrator and the Board of Zoning P was given is the same as the
grounds for the app
the fee of $120. The date notice of this determination
date of this letter.
Sincerely,
qtt/Itl
Culley,
A.I. .P
Amelia G. Mc .
Zoning Administrator
Cc: Reading Pile TM 59, Parcel 2 B County Attorney
Greg Kamptner, Deputy
Wayne Cilimberg, Director of Planning
Attachment D
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Page 1 of 1
From: Hurt, Charles (cwh4cm) [cwh4cmyCeservices.virgima.edu]
Sent: Thursday, June 12, 2008 1:44 PM
To: Gerald Gatobu
Ce: Harkins, Thomas A *HS; Lowe, Gary E *HS; Maretta, Judy (jam8gt); 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 tour 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 time 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
Attachment F
file://\\cob-dts01\CityViewLnk\Docs\2008\SDP\SDP200800053\LTACH connector.htm 6/17/2008
ALg�1r9
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 2361)
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 23B) — no change in use;
2. Kirtley realty building (parcel 2381) — no known change in use;
3. Kirtley warehouse (parcel 2381) — 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 a typical business day to
determine actual parking occupancy;
a:
c
v
8
G
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