HomeMy WebLinkAboutSDP200700001 Staff Report 2007-03-06C' ° F ALA 'Zr
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ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: SDP 07 -001 Martha Staff: David Pennock, Glenn Brooks
Jefferson Hospital — Critical Slopes Waiver
Planning Commission Public Hearing:Board of Supervisors Hearing:
March 6, 2007 Not appl icable
Owners: MJH Foundation Applicant: MJH Foundation
Acreage: 72.663 Rezone from: Not applicable
Special Use Permit for: Not applicable
TMP: Tax Map 78, Parcel 20M By -right use: PD -MC, Planned Development
Location: proposed access from an Mixed Commercial uses with EC, Entrance
extension of Peter Jefferson Parkway [Route Corridor overlay
1140] approximately 0.5 miles from its
intersection with Richmond Road [Route
250]
Magisterial District: Rivanna Proffers /Conditions: Yes
Requested # of Dwelling Lots: N/A DA — Yes RA —
Proposal: Applicant has submitted a plan for Comp. Plan Designation: The
the relocation of the Martha Jefferson Hospital Comprehensive Plan designates this property
campus; the current plan requires waiver for as Office /Regional Service in Urban Areas
critical slopes disturbance.Neighborhood 3.
Character of Property: This property is Use of Surrounding Properties: Adjacent
partially wooded with moderately rolling properties include the State Farm complex,
terrain. Some areas have been cleared for the existing Outpatient Care Center, and
utilities, grading, and roadways related to office buildings within Peter Jefferson Place.
other projects.
Factors Favorable:Factors Unfavorable:
1. The area of critical slopes disturbance that None Identified
is not exempted by Ordinance is relatively
small (0.5 acres).
2. The proposed project has previously been
reviewed and approved through a rezoning
and two special use permits.
RECOMMENDATION
Staff recommends approval to the Commission of a waiver of Section 4.2.3.
STAFF PERSON
PLANNING COMMISSION
AGENDA TITLE
APPLICANT
PROPERTY OWNER(S)
APPLICANT'S PROPOSAL
David E. Pennock, AICP; Glenn Brooks, PE
March 6, 2007
SDP 2007 -001 Martha Jefferson Hospital — Critical Slopes Waiver
MJH Foundation
MJH Foundation
The applicant has submitted a request for preliminary site plan approval for construction of a new
hospital campus, consisting of a 5 -story Hospital Building, a 4 -story Parking Structure, and a one -story
Data Center /Utility Plant, totaling approximately 711,000 square feet, as well as associated surface
parking and street connections (Attachment A). The subject property is 72.66 acres zoned PDMC,
Planned Development - Mixed Commercial, and EC, Entrance Corridor, and is described as Tax Map
78, Parcel 20M. The site is in the Rivanna Magisterial District on Peter Jefferson Parkway [Route
1140] approximately 0.5 miles from its intersection with Richmond Road [Route #250] (Attachment
B). In order to accommodate the plan as proposed, some disturbance of critical slopes is necessary.
COMPREHENSIVE PLAN
The Comprehensive Plan designates this property as Office /Regional Service in Urban Neighborhood 3.
REASON FOR PLANNING COMMISSION REVIEW
This proposal is included as part of a preliminary site plan that was not called up for review by the
Planning Commission. However, the applicant has requested a waiver of Ordinance requirements to
allow disturbance of critical slopes. This requires approval of a waiver of Section 4.2 of the Zoning
Ordinance.
PLANNING AND ZONING HISTORY
ZMA 2001 -015 — Peter Jefferson Place — Martha Jefferson Hospital — Multiple parcels were rezoned
from CO — Commercial Office to PDMC — Planned Development Mixed Commercial in order to
accommodate the relocation of the hospital campus;
A minor variation was approved for this plan in November, 2006 to allow a change in the arrangement
of the structures on site, reduce the disturbance for grading, and accommodate a water feature.
SP 01 -056 — Martha Jefferson Hospital — Special Use Permit approved to allow a parking structure
SP 01 -057 — Martha Jefferson Hospital — Special Use Permit approved to allow the location of a hospital
CRITICAL SLOPES WAIVER
A modification to allow critical slopes disturbance is necessary before the preliminary site plan can be
approved. The request for a modification has been reviewed for both the Engineering and Planning
aspects of the critical slopes regulations. 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.
Critical slopes cover approximately 5.29 acres, or 14 percent, of the 38.27 acres included in this request.
This request is to disturb 90 percent of these critical slopes. Some of the critical slopes in the area of this
request do not appear to be man -made. Staff has reviewed this waiver request with consideration for the
concerns that are set forth in Section 4.2 of the Zoning Ordinance, entitled "Critical Slopes." These
concerns have been addressed directly through the analysis provided herein, which is presented in two
parts, based on the Section of the Ordinance each pertains to.
The Open Space Plan is the primary tool used by staff to identify aesthetic resources. The maps in the
Open Space Plan (Attachment D) include inventory maps, which show all resources, and a composite
map that indicates those resources that are of the highest significance or are part of a system forming a
significant resource, such as a stream valley or mountain range. The Open Space Plan shows "slopes >
25 %" on this property on the "Inventory Map 1 ". In addition, some "Wooded Areas" are reflected on
the "Inventory Map 2 ". A portion of the property is represented as part of an " important wooded area"
on the "Composite Map ". However, the disturbance of the area reflected as "important wooded area" is
for the construction of a portion of Peter Jefferson Parkway. As such, the disturbance in that area has
been determined to be exempt, as specified in Section 4.2.6 of the Zoning Ordinance. Based on the
content of the Open Space Plan, staff opinion is that the critical slopes on this site do not represent a
significant resource.
Section 4.2.5(a)
Review of the request by Current Development Engineerinp_ staff:
The critical slope waiver request has been reviewed. The engineering analysis of the request follows:
Description of critical slope area and proposed disturbance:
These are hillsides and areas of former grading in Peter Jefferson Place.
Areas Acres
Total site 38.27 acres (new lot 11)
Critical slopes 5.29 14% of site
Critical slopes disturbed Almost all 90% of critical slopes
Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable
alternative locations:
Most of these disturbances are exempt because they are part of the roadway grading for Peter Jefferson
Parkway and for Willis Drive and for the stormwater management and erosion control facilities
necessary for the site. In addition, these disturbances are part of an approved rezoning application plan.
The layout of these plans is such that reasonable alternatives to these disturbances are not possible
without changes to the rezoning.
The portions of criticial slopes that are not exempt (approximately 0.5 acres) are under parking areas and
buildings. Below, each of the concerns of the Zoning Ordinance is discussed for these remaining critical
slopes.
Compliance with Zoning Ordinance 18 -4.2:
movement of soil and rock"
The building and parking areas will replace slopes, and movement of soil should not be an issue.
excessive stormwater runoff'
Stormwater runoff will change, as the slopes will be eliminated, and the stormwater plan will
eliminate excessive discharges.
siltation"
Inspection and bonding by the County will ensure siltation control during construction. Since the
slopes are mostly eliminated, long term stability should not be an issue.
loss of aesthetic resource"
Visibility from other areas of Albemarle is an issue that was addressed with the rezoning.
septic effluent"
This neighborhood is serviced by public sewer.
Based on the review above, there are no engineering concerns which prohibit the disturbance of the
critical slopes as shown.
Review of the request by Current Development Planning staff:
Summary of review of modification of Section 4.2:
Section 4.2.5 establishes the review process and criteria for granting a waiver of Section 4.2.3. The
preceding comments by staff address the provisions of Section 4.2.5(a). Staff has included the
provisions of Section 4.2.5(b) here, along with staff comment on the various provisions.
The commission may modify or traive anv requirement ofpection 4.2 in a particular case upon finding
that:
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)
This parcel is relatively visible from adjoining projects, including the State Farm complex and
other portions of Peter Jefferson Place. However, there are very few proposed critical slopes
disturbances that have not been previously approved or exempted (approximately 0.5 acres).
Further, these slopes are not part of the "important wooded area" system, as identified on the
Critical Resources Map in the Open Space Plan. Staff finds that a strict application of the
requirements set forth in Section 4.2 would not forward the purposes of this chapter and
otherwise serve the public health, safety or welfare.
2. Dice to its unusual size, topography, shape of the propertv, location of the propertv or other
unusual conditions, excluding the proprietary Interest of the developer, the requirements of
section 4.2 >tiolild effectively prohibit or unreasonably restrict the use of the property or irould
result in significant degradation of the site or adjacent properties. Stich modification or waiver
shall not be detrimental to the public health, safety or tiyefare, to the orderly development oj'the
area, or to adjacent properties, or be contrary to sound engineering practices; or (Added 11 -15-
89)
Denial of this waiver would not prohibit or restrict the use of the property. However, some
significant redesign would be necessary, which may result in reduction of scale of the project.
Because the layout of the site was approved by the Board of Supervisors through a rezoning and
4
two special use permits, the granting of this waiver does not contradict the orderly development
of the area or 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?. (Added 11- 15 -89)
This property is entirely within the designated Development Areas, and has been previously
reviewed by the Planning Commission and the Board of Supervisors through the rezoning and
special use permit review process.
RECOMMENDATION
Based on the findings presented in the analysis of Sections 4.2.5(s) and 42.5(b) presented above, Staff
recommends approval to the Commission of a waiver of Section 4.2.3.
ATTACHMENTS:
A. Preliminary Plat
B. Location/Detail Maps
C. Applicant's Request and Justification
D. Open Space Composite Map
Martha Jefferson Hospital - Critical Slopes Waiver Legend
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David Pennock
Principal Planner
Albemarle County Department of Community Development
401 McIntire Road
Charlottesville. VA 22902
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Re: Martha Jefferson Hospital, Preliminary Site Plan Submittal, Waiver Request for
Critical Slopes
Mr. Pennock:
In 200 'Martha Jefferson Hospital received approval for the rezoning and special use
permits to allow for creation of new hospital campus located at Peter Jefferson Place.
The proposed plaster plan submitted in conjunction with this application indicated
cxtensiye regrading of the existing site in order to create a level pad for construction of
the ncr. - hospital campus. This master plan has since been revised to show new locations
for the primary- Building structures of the new hospital campus such that the existing
topography is minimally impacted. ,although these master plan revisions significantly
reduce the earthwork disturbance of the existing site. some disturbance of critical slopes
as regulated by section 4.2 still applies to the proposed plan. Proposed disturbance of
critical slopes are shown on the critical slope plan drawings (sheets C 100, C 101, C 101
0103 and C104) included k\Ah the preliminary site plan submittal packet dated December
29, 2006. Shaded areas ofthese plans indicate existing slopes exceeding ` 59 that will be
subject to disturbance.
The critical slopes disturbances fit Hit() two Categories:
1, Disturbance of man -ma or already disturbed steep slopes The steep slopes
around the existing stormwater detention pond at the low point of the site were
created or disturbed as part of the construction of the Martha Jefferson Outpatient
Care Center in 2003.
Disturb of sloes . to create Pete Jefferson Parkway The remainder of the
disturbances are related to the construction of Peter Jefferson Parkway°. This
alignment has been depicted on all approved master plans for Peter Jefferson
Place since its inception. 'The grades and slopes of the road have been modified in
the proposed plan to minimize the amount of grading and steep slopes
disturbance.
ATTACHMENT C
4artha Jefferson I lospital is requesting waiver of the critical slopes requirement with thef0110"'ing justifications:
1. Consistent with the intent of section 4.2, building structures are located at the
11attcst areas of the existing site. Consequently, the existing terrain most suitablefordevelopmentwillbeutilizedtothefullestextent.
Some areas ofexisting critical slopes are man -made resulting from previous
construction on the site (this is particularly true in the area of the existingsedimentbasin. and in the area of the existing building structure at 1 575 StateFarmBlvd).
3. The extension of Peter Jefferson Parkway of necessity will overlay areas ofunusuallysteepexistingterrain.
4. Proper engineering and construction techniques will eliminate the rapid and large -scale movement of soil and rock.
5. Excessive storm - ,water runoff will not occur based on the application of a detailedstormwatermanagementplan.
6. Siltation of natural and man -Made bodies of water .Nil] not occur With the
implementation of best engineering and construction practices.
7. Loss of aesthetic resources will not occur with the proposed landscaping plan. Infact. the revised master plan preserves additional open space resources and allows
the development to respect the existing terrain by working with existing gradesforthelocationoftheprimarybuildingstructures.
Approval of the critical slopes waiver will permit the development of the hospital campusinamannerconsistentwiththeapprovedApplicationPlan. It also represents the most
sensitive and functional site plan that will enable the hospital to meet the healthcare needsofthecommunityonauniquesitewithinthedesignatedgrowtharea.
With the above considerations, Martha Jefferson Hospital respectfully requests that thePlanningCommissiongrantawaiverforthecriticalslopesdisturbancesasprovidedinSection4.2.5 of the ordinance.
Regards.
Ronald J' Cottrell
i
Ice Iirccsi tent
Planning and Corporate Development
cc: Mike Matthews. Stephen L. Steen
1Z t
ATTACHMENT C
PD -MC (PUNNED L
MI%EO COMMERCW. PER ZMA 01 -015)
ENTRANCE COORIODR (EC)
02/
12/
07
5 PLANNED LAND USE
HOSPITAL, PARK, OPEN SPACE AND ROADWAY
6 OPEN SPACE (AS DEFINED BY THE COUNTY CODE)
LOT II, EXISTING LOT 11 AREA = 273 ACRES, 383
LOT 11, REVISED PROJECT AREA
BOUNDED BY PROP AND E% R0 W 'S) = 31 ACRES 83
7
MAXIMUM NUMBER OF EMPLOYEES,
1260 FULL TIME EMPLOYEES (OVER 3 SHIFTS)
A
4 DECORATIVE STONE WALL
77
r (
MATCH EXISTING)
I
SHEET
0201
UPPER /
RETENTION BASIN
I !
I
A LOWER
RETENTION BASIN
c pG
PROPOSED
HELIPAD
0
PROJECT NOTES.
JEFFERSON
1 OWNER /DEVELOPER 8 BUILDING SETBACKS 15 THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
MARTHA JEFFERSON HOSPITAL STRUCTURES SHALL COMPLY WITH THE MINIMUM YARD OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 914
22902 -5902, IN THE
459 LOCUST AVENUE REQUIREMENTS CONTAINED IN SECTION 21 7 - ALBEMARLE MONTICELLO ROAD. CHARLOTTESVILLE. VIRGINIA,
INFORMATION PROVIDED BY
CHARLOTTESVILLE. vA 22902 COUNTY CODE SUMMER OF 2006 AND AERIAL SURVEY
TO SURVEYS IN FEBRUARY OF 1993. wITH UPDATES PER
CONTACT RON COTTRELL
NO PORTION OF ANY STRUCTURE EXCEPT SIGNS, SHALL
LINCOLN
APPROVED SITE PLANS AS COMPLETED THIS INFORMATION MAY NOT
2 PLANS PREPARED BY BE ERECTED CLOSER THAN 30' TO ANY PUBLIC STREET REFLECT CURRENT CONDITIONS IT IS THE RESPONSIBILITY OF THE
AND UTILITY
KAMLER SLATER RIGHT OF WAY CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC
111 WEST WISCONSIN AVE
SURFACE
INFORMATION TO HIS /HER OWN SATISFACTION
MILWAUKEE, WI 53203
CONTACT STEVE STEEN
NO OFF- STREET PARKING OR LOADING SPACE SHALL
BE LOCATED CLOSER THAN 10' TD ANY PUBLIC RIGHT I6 ELEVATK)NS ON HIS PLAN ARE TO THE DATUM ESTABLISHED
STRUCTURE
OF WAY BY THE NGS OF THE N0AA
GRAEF, ANHALT, SCHLOEMER & ASSOC
SURFACE 89
ONE HONEY CREEK CORPORATE CENTER
125 S 84TH STREET, SUITE 401
IN ADDITION TO THE REQUIREMENTS ABOVE. A DISTANCE
OF 2' FOR EACH 1' OF BUILDING HEIGHT IN EXCESS OF 35'
SURFACE
MILWAUKEE, WI 53214 -1g70
0
CONTACT DAN KNAPP 9 MAXIMUM BUILDING HEIGHT
0
RUMMEL, KLEPPER & KAHL
65 FEET ALLOWED PER COUNTY CODE 21 4
801 E MAIN STREET
10 MAXIMUM NUMBER OF UNITS
RICHMOND, VA 23219
CONTACT MALACHI MILLS N/A
11 PARKING ANALYSIS
RING & DUCHATEAU REQUIRED (FROM STUDY) 1269 STALLS
1 010 1 INNOVATION DRIVE, SUITE 200
MILWAUKEE. WI 53226 PROVIDED 1269 STALLS
CONTACT GORDY PIERRET 12 IMPERVIOUS SURFACE Q
3 PARCEL INFORMATION
TOTAL LOT SIZE 72 592 ACRE
SEE SHEETS C510 AND C511
TAX PARCEL 78 -20M 13 ADJACENT PROPERTIES
SURVEY
4
FOR ADDITIONAL LOT INFORMATION SEE SEE SHEET C001 EXISTING CONDITIONS
TABLE - SHEET C010 14 SQUARE FOOTAGE OF HOSPITAL/O
OzV
q EXISTING ZONING
OEVE OPMENi-
DATA CENTER /CENTRAL UTILITY PUNT
530,000 GSFPD -MC (PUNNED L
MI%EO COMMERCW. PER ZMA 01 -015)
ENTRANCE COORIODR (EC)
02/
12/
07
5 PLANNED LAND USE
HOSPITAL, PARK, OPEN SPACE AND ROADWAY
6 OPEN SPACE (AS DEFINED BY THE COUNTY CODE)
LOT II, EXISTING LOT 11 AREA = 273 ACRES, 383
LOT 11, REVISED PROJECT AREA
BOUNDED BY PROP AND E% R0 W 'S) = 31 ACRES 83
7
MAXIMUM NUMBER OF EMPLOYEES,
1260 FULL TIME EMPLOYEES (OVER 3 SHIFTS)
A
4 DECORATIVE STONE WALL
77
r (
MATCH EXISTING)
I
SHEET
0201
UPPER /
RETENTION BASIN
I !
I
A LOWER
RETENTION BASIN
c pG
PROPOSED
HELIPAD
0
D A
ENT
uO
PLANT /
25T FLOO R 488 00 O
ROOF 50600 %
CD O
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O
C
SHEET
C203
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0202
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GRAEF Md—k- WI 53314 -1470
ANHALT 414 - 369 -1609
SCHLOEMER
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12/
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REVISED OCC OUTPATIENT
HosprtAL MAIN - -'=i PARKING LOT' CARE CENTER
ENTRANCE
III 1F _F
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BUS SHELTER REVISED OCC --
4 (
TYP) ENTRANCE
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GENERAL CONSTRUCTION NOTES
Preliminar Site Plan
A THE ABBREVIATION V DO T MADE HEREAFTER REFERS TO THE VIRGINIA F PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO /
DEPARTMENT OF TRANSPORTATION THE TERM COUNTY REFERS TO STA8(
Y HIS
CHANNEL OPI
NECESSARY
ENGINEER, THE
Submittal
THE COUNTY OF ALBEMARLE, VIRGINIA
B PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING G COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, ANO DITCH
ROBD CA ERMIT SAID C
S
OLL BE EFROM
EXISTI
COUNTY BE ADH O CEPTIONS NOi BE ALLOWEDOON
DETAIL. SHALL
NS
OG ALBEMARLE THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE Martha Jefferson
REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE H TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OF BARRICADES SHALL BE
Replacement Hospital
REQUIREMENT OF THE PERMIT SHALL GOVERN
OF T
HIS
EDESIIGNEE. THDEVELOPERAKEDEEMED
OR
ORDERPROVIDE SAFE SAND 1
OF
C ALL MATERIAL AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT CONVENIENT ACCESS ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM
P PEON MUSOMPLO OSHA STAND
EXCAVATI FOR
ME CONSTRUCTION
TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION.
VDOT ALL
INDUSTRY (29 CFR PART 1926)
I STORM WATER MANAGEMENT
STORM WATER MANAGEMENT FOR THIS PROJECT IS TO BE PROVIDED BY INSTALLATION
0 EROSION ANO SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE OF A RETENTION BASIN REFER TO SHEETS C510 AND C511 OF THIS SET FOR
WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO MORE INFORMATION
ANY CLEARING, GRADING, OR OTHER CONSTRUCTION III
E ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED, AND MULCHED
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 21, WHERE REASONABLY OBTAINABLE GENERAL NOTES -_ -
LESSER SLOPES OF 41 OR BETTER ARE TO BE ACHIEVED
I SEE C300 DRAWING` FOR GRADING PLANS,
R FIL
DRAWINGS -
FOR PAVING PLANS. C500 FOR STORM SEWER PLANS PND
OVERALL LAYOUT
STORM -TER MANAGEMENT, C600 DRAWINGS FOR SANITARY
SEWER PLANS AND 0700 DRAWINGS FOR WATER MAIN PUNS
PLAN
2 PAVING PLAINS FOR DETAILED ROADWAY
INFORMATION
CZOO
ATTACHMEN
O
MARTHA
JEFFERSON
A
O 0 HOSPITAL
HOSPITAL
FIRST F 4 8800
SECOND FLOOR SOD 00
O
O 0
0
SURFACE
THIRD FLOOR 524 00
FOURTH FLOOR 54000
FIFTH FLOOR 556
PENTHOUSE ROOF 5000 DO
4
B SURFACE
PARKING STRUCTURE
500 STAL)
TOP TIER 524
LS
00
2
U SURFACE
TIER Bt 51250
TIER B2 501 00
TIER B3 489.50
1
0 SURFACE
TIER Bg 87800
4
LOADING
SURFACE
CC
DOCK
AREA
STRUCTURE
NtiC
D A
ENT
uO
PLANT /
25T FLOO R 488 00
O
ROOF 50600 %
CD O
0 O O
O
C
SHEET
C203
W
is
it L
SH
0202
O
O
KahlerSlater
Kahsr Slater Arc ^'Fds Irc 2006
Martha
JeffQNS011
illl`
I
e One Ho y Creek GRrp.,AtI, Cen
136 SOYth 86th S11AVUS -1 4a'
GRAEF
Md—k- WI 53314 -1470
ANHALT
414 - 369 -1609
SCHLOEMER
d Tie. FAX 269-003i
I
4) d
kummel.
hleppeT.
l'' KjIll. LLT
H
WILLIS DRIVE Q
MATCH LINES O
I
TYP.)
WALK
7P)
PPRK AREA C 1
1
02/
12/
07
1
S
1
I
REVISED OCC
OUTPATIENT
HosprtAL MAIN - -'=
i PARKING LOT' CARE CENTER
ENTRANCE
III 1F _F
I
BUS
SHELTER
REVISED OCC --
4 (
TYP) ENTRANCE
O WILLIS DRIVE - -
R0 W (80')
CE
F
Cj ENTRANCE O OSIGN
CE )
O
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T N N .
O
k
Py F RICHARD M. BUD
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PETER JEFFERSON /
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ROw (
90' ttP)
C2O4 '
YyrTNAI. F''
1L,
GENERAL CONSTRUCTION NOTES Preliminar Site Plan
A THE ABBREVIATION V DO T MADE HEREAFTER REFERS TO THE VIRGINIA F PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO /
DEPARTMENT OF TRANSPORTATION THE TERM COUNTY REFERS TO STA8( Y
HIS
CHANNEL OPI
NECESSARY
ENGINEER, THE Submittal
THE COUNTY OF ALBEMARLE, VIRGINIA
B PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING G COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, ANO DITCH
ROBD CA ERMIT SAID
C
S OLL BE EFROM EXISTI
COUNTY
BE ADH O CEPTIONS NOi
BE ALLOWED
OON DETAIL. SHALL
NS
OG ALBEMARLE THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
Martha Jefferson
REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE H TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OF BARRICADES SHALL BE
Replacement Hospital
REQUIREMENT OF THE PERMIT SHALL GOVERN
OF T
HIS EDESIIGNEE. THDEVELOPER
AKE DEEMED
ORORDER
PROVIDE SAFE
SAND 1
OF
C ALL MATERIAL AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT CONVENIENT ACCESS ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM
P
PEON
MUSOMPLO
OSHA STAND
EXCAVATI FOR
ME CONSTRUCTION
TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION.
VDOT ALL
INDUSTRY (29 CFR PART 1926) I STORM WATER MANAGEMENT
STORM WATER MANAGEMENT FOR THIS PROJECT IS TO BE PROVIDED BY INSTALLATION
0 EROSION ANO SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE OF A RETENTION BASIN REFER TO SHEETS C510 AND C511 OF THIS SET FOR
WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO MORE INFORMATION
ANY CLEARING, GRADING, OR OTHER CONSTRUCTION III
E ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED, AND MULCHED
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 21, WHERE REASONABLY OBTAINABLE GENERAL NOTES -_ -
LESSER SLOPES OF 41 OR BETTER ARE TO BE ACHIEVED
I SEE C300 DRAWING` FOR GRADING PLANS,
R FIL
DRAWINGS -
FOR PAVING PLANS. C500 FOR STORM SEWER PLANS PND OVERALL LAYOUT
STORM -TER MANAGEMENT, C600 DRAWINGS FOR SANITARY
SEWER PLANS AND 0700 DRAWINGS FOR WATER MAIN PUNS
PLAN
2 PAVING PLAINS FOR DETAILED ROADWAY
INFORMATION
CZOO
ATTACHMEN
ENTRANCE SIGN
PARKING SCHEDULE
NAME TYPE TOTAL STALLS HANDICAP 11115 1111 STALLS
A
SURFACE 132 B
B SURFACE 19 2
U SURFACE 193 1
0 SURFACE 53
4
E SURFACE 130 0
F STRUCTURE 500 20
0 80 160 G
SURFACE 89 6
H
SURFACE 141 0
SURFACE 45 0
EXISTING DOC PARKING LOT HAS A 82 STALL SURPLUS
REVISED DEC PARKING LOT LOST 115 STALLS
ENTRANCE SIGN
90' ROW (ttP)
1
0.
PR
V
SHEET
C401
INTERSECTION
MINIMUM SIGHT
DISTANCE - LEFT
TURN ENTERING
FT)
MINIMUM SIGHT
DISTANCE-
LEFT
TURN EXITING
FT)
MINIMUM TURN
RADIUS EXITING
FT)
DISTANCE TO NEAREST
MAJOR INTERSECTION
Fr)
A 360 360 25 900
B 680 340 30 631
C 360 350'30 352
O 480 520 30 371
E 800 440 30
30 _
as
731
128
707
F 560 330
c szD aoo
T .P r
T— - _- - -
OVERALL PAVING
PLAN
Distance to controlleo PJP and Will's DnW Intersection
C4
00
80 ROW (ttP)
U
V
I
D £
RICHARD M, BUB
E'
ITE =_ ^+E -._I,_ s =_
0%
863
s
r
9
L GEND
SHEET -
CONCRETE SIDEWALK
t CC404
LL -
ASPHALT OVER VEHICULAR
CONCRETE PAVEMENT
ASPHALT PAVEMENT
V — ENTRANCE SIGN
PERMEABLE PAVEMENT
CONCRETE DRIVE Martha Jefferson
BIGHT DIBTANOE 03/
1j/
0'
Replacement Hospital
02/
12/
07
7 KahlerSlater
Kdhi r$later Arcrlt.l[ Inc 2J
Martha
GENERAL NOTES.Jefferson HI "
I FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL 02/12/07
INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA, —ICAL
SECTIONS, ...LINE AND ENTRANCE PROFILES, PAVEMENT DESIGN WITH
COMPUTATIONS, AND DRAINAGE COMPUTATIONS THE PLANS WILL
ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH
AS TURN LANES
2 ALL ROADS PLANS, INTERSECTIONS WITH PUBLIC AND PRNATE ROADS
AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOVS ROAD
DESIGN MANUAL. THE ROAD AND BRIDGE STANDARDS. AND THE MINIMUM
STANDARDS FOR ENTRANCES TO STATE HIGHWAYS
3 THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE
ES OF PETER JEFFERSON one Honey Creak Corparare Center
SAME STANDARDS USED IN THE PREVIOUS PH
PARKWAY THE DESIGN SPEED SHALL BE 60 MPH (ULS) PER
PETER JEFFERSON PLACE OVERALL a 115 Soulfi 1141M1 SVeM.
Swte 401
4 INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT L yGRAEr Milwaukee, WI L3219 -1470
FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL
REMAIN
1
l,
r (u
SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT -OF -WAY WILL
CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED SC.
OCHLO EMER
414 -155 -1600
60' ROW (ttP)anJ taa<iu{ca IA< FAX 259-0037
900: Wvko OR B{ i
X K4)ll. LLI
SHEET d
w r _ AA
t
C402
I
80 ROW (ttP) U
V
I
D £
RICHARD
M, BUB
E'
ITE =_ ^+E -._I,_ s =_ 0%
863
s
r
9
L GEND
SHEET - CONCRETE SIDEWALK
t CC404
LL -
ASPHALT OVER VEHICULAR
CONCRETE PAVEMENT
ASPHALT PAVEMENT
V — ENTRANCE SIGN
PERMEABLE PAVEMENT
CONCRETE DRIVE Martha Jefferson
BIGHT DIBTANOE
03/
1j/
0' Replacement Hospital
02/
12/
07
PLANT
NG NCITES
to,
Id t0l per
Stogie 33 °Tle °y
hIt-I -r-111 1" -1-- -11 P-d-9,
2dtzd0
nliN
6 - P-1.1. dl.ff. ol- Nq,.,fi
It. f.11
o11 -t th. t 3-g. f -d dlll-l-_I-d I—— - .1
d-19- IhdI
Il.t
dI
s"
eH -11 b.
tI__dt_ I_an -d'...
to
t, f*, p -l-.I'd- paced i-ght row -diN
p , ort . b-, -11
I .Te Ih
1, dfdl --I -11 b,1 - le -th,SHEET SHEET
q. d
7
thdd, Ih-- -11
L10 2
1_
1d,, -11 dilt-d, f L 1 01
d" d- 't .. .....
t"' pp -1
ORTHWEST NORTHEAST
e 1, I'd
I, dd_ t - A
dl c-l-t. I.td 1- - ,novae «.cur
1-thd fi-t- d,
9
e, j
d
n ' - ,
c ., ` . r -d.
remarks
LA NDSCAPE LEGEND
02/
1 2/07
to 11
bIg.t.
m.
It 11. c-l-d-
11 10 b. to a.ner, o o v I. '-fid-
EXISTING TREE
30 d,
dId .1.
3' f 'I'd' see d- -o-IN7 '.
tldtl., 1 I'll yIIt1 * ` "I
ECoRATTVE STONE WALL
MATCH EXISTING)
12 hdIl f1r. g-I, III b, I*lp-" 11 11"
N. P.t
th-9-1 - rth dd
e erancea
CONSTRUCTION LIMITS
13 l Mulch
PROPOSED SIZE TREE
0 REOUtRE0 BY COUNTY CODE
I 'dIttr, par/
IN ADDITION TO REQUIRED PLANTS
PROPOSED EVERGREEN TREE
ENTRANC SIG f
PIE'
LOWER
1 RETENTION BASIN PARK
0,%
0
0
GENERAL NOTES:
1 0 ALLOWED IN UTTIL EASEMENTS
N LANDSCAPING "TERIA'L
WILLc;;SUNLESSOTHERWISEAPPORVEDTHE ALBEMARLE COUNTY SERVICE
AUTHORITY.
LA NDSCAPE LEGEND
02/
1 2/07
EXISTING TREE
EXISTING TREE LINE
CONSTRUCTION LIMITS
PROPOSED SIZE TREE0REOUtRE0BYCOUNTYCODE
PROPOSED TREES
IN ADDITION TO REQUIRED PLANTS
PROPOSED EVERGREEN TREE
PIE'
0,%
0
0
GENERAL NOTES:
1 0 ALLOWED IN UTTIL EASEMENTS
N LANDSCAPING "TERIA'L WILLc;;S
UNLESS OTHERWISE APPORVED THE ALBEMARLE COUNTY SERVICE
AUTHORITY.
LA NDSCAPE LEGEND
02/
1 2/07
EXISTING TREE
EXISTING TREE LINE
CONSTRUCTION LIMITS
PROPOSED SIZE TREE0REOUtRE0BYCOUNTYCODE
PROPOSED TREES
IN ADDITION TO REQUIRED PLANTS
PROPOSED EVERGREEN TREE
no 2006
a Molthews
A
One Hom Creek C.M- Center
Milwaukee, 0311 -1470
ANHALT 414-359-1500
SCROEUR
I... FAX 359 -003]
PROPOSED ORNAMENTAL TREE
SHRUB BEDS - DECIDUOUS
EVERGREEN SHRUBS. PERENNIALS,
ORNAMENTAL GRASS
MANICURED TURF GRASS z
NATIVE GRASS/
WILDFLOWER MIX
w
kk
0 80 160
t.
UPPER
PARK
r ------
CI
OUTPATIENT SITE PLAN REVISIONS 02/
12/07
CARE CENTER PREA011NARY SITE PLAN 12,
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EMNI
Cb ------- ----
TH 0
6,
w
J 0.001984
r
T
L1
03
UTHWEST
ALaEMARLECOUNTY CODE ZONING REQUIREMENTS
T- -1
w:
SHEET
E
L10 4 TRC', CA10"
101IR or ILL
SOUTHEAST
Sheet No.
L100
0 ,
No, wo
li
O
MARTHA JEFFERSON
HOSPITAL
L
KahierSMw
EKahler Slater Archil la Inc 2006
GRAEF
ANHALT
SCHLUMER
02/12/09
F _ '
p , r
te , - Pnliminary 6R. Plan 12/29/06
Preininary Site Plan
brni tal
11 - - - Al - December 29, 2006
LVMINAIFiE SCHEDULE - - - - - -- - - - - -- - - - -- - --
4ubp Martha Jefferson
Re*
cernerd Hosoal
O
PETER
JEFFERSON PLACE
Project No
STATISTICS 204100 01
O Sheet T
1
P-
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SITE LIGHTING
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