HomeMy WebLinkAbout04-07 Robert Rose Mem. Found. - Adult Care Facility - Red Bud - Backfile (2)GENERAL NOTES
1. The property delineated on this plan is located at the intersection of Valley Mill Road & Woody's Place in
Frederick County, Virginia.
2. PROPERTY OWNER/DEVELOPER: Contact: Lawton Saunders
Robert E. Rose Memorial Foundation (540) 323-3468
365 National Avenue
Winchester, Virginia 22601 Telephone: (540) 667-1919
3. ENGINEER/APPLICANT: Contact: Timothy G. Painter, P.E.
Painter -Lewis, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. SURVEYOR:
Painter -Lewis, P.L.C. Contact: Joe Ritchie
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. The Site for proposed development is parcel: 55-A-56
The total parcel area is 3.292 acres (143,399.52 Sq. Ft.).
6. LOT DATA:
Zoning: RP, Residential Performance District
Current Use: Adult Care Facility
7. ZONING REQUIREMENTS:
Front Yard Setback: Required- 35'
Provided- 35.03'
Side Yard Setback:
Required-
35'
Provided-
N/A
Rear Yard Setback:
Required-
50'
Provided-
109.22'
Building Height:
Maximum Ht- 35'
Actual Ht-
27.5'
Building Area:
Proposed Addition:
6,208.00 sq. ft.
F.A.R.=(27,117.61 s.f./3.292
acres)=0.19
8. Parking Space Requirements:
Parking:
1 Space
Per Every Four (4) Beds plus
1 Space
Per Employee
Existing Rooms:
(Main Level)
24 x 1 Bed= 24
Proposed Rooms:
(Main Level)
8 x 2 Beds= 16
(Lower Level)
5 x 2 Beds= 10
Total Beds:
50
Parking Required: 50 Beds/4 = 12.5 => 13 Spaces
6 Employees 6.0=> 6 Spaces
Per Shift
Total Parking Required = 19 Spaces
Total Parking Provided = 28 Spaces: 13 Existing
15 Proposed
Total Handicapped Parking Required= 2 Spaces
Provided= 2 Spaces
9. Landscaping & Screening Requirements:
None Required
IMPERVIOUS AREA: Parcel Coverage Must Not Exceed 85% (Max.)
Coverage: Impervious Areas < 143,399.52 Sq. Ft. x 85% = 121,889.592 Sq. Ft.
OPEN SPACE (MIN.): Open Space > 143,399.52 Sq. Ft. x 15% = 21,509.928 Sq. Ft.
(Required)
PARKING SETBACK:
Front:
Rear:
Side:
PROPOSED DEVELOPMENT:
5'
5'
5'
CENTER FOR COMMUNITY LIVING BUILDING AND PARKING LOT IMPROVEMENTS
PARKING PROVIDED:
Existing:
(13) Spaces
(Includes
2 HDCP Space)
Proposed:
(15) Spaces
LOT COVERAGE:
EXISTING SITE:
PROPOSED DEVELOPMENT
TOTALS:
Building Footprint:
12,464.52 Sq.
Ft.
18,663.90
Sq.
Ft.
Parking & Drive Areas:
15,536.04 Sq.
Ft.
16,182.04
Sq.
Ft.
Walkways:
1,019.07 Sq.
Ft.
1,878.89
Sq.
Ft.
Walls & Conc. Pads:
+ 2,906.06 Sq,
Ft.
+ 2,260.77
Sq,
Ft.
Total:
31,925.69 Sq.
Ft.
38,985.60 Sq.
Ft.
(22.26%)
(27.19%)
Open Area:
111,473.83 Sq.
Ft.
104,413.92
Sq.
Ft.
(77.74%)
(72.81 %)
LANDSCAPING:
TOTAL DEVELOPMENT:
PARKING LOT TREES:
STREET TREES:
1 ea. Per 2000 Sq. Ft. of Parking Area
(15,620.73 Sq. Ft. / 2000) = 8.09 Trees
=> 8 Trees Required Historically Nonconforming
1 ea. Per 35 Ft. of Street Frontage
(1,001.40 Ft. / 35) = 28.61 Trees
=> 29 Trees Required Historically Nonconforming
TOTAL TREES REQUIRED: 36 Trees
TREES PROVIDED: 12 ea. Proposed Parking & Buffer Lot Added To Meet Requirements
ZONING NOTES:
1. The site lighting requirement for this project shall be provided by the existing lights placed on the building. All lights
shall be directed downward so that the illumination does not impact adjacent properties.
2. One (1) dumpster facility will be provided toward the rear of the lot to service this project. (Requires BAR Approval)
3. The mechanical units for this project will be placed to the rear of the building.
TRIP GENERATION: ASSISTED LIVING
ROSE MEMORIAL FOUNDATION: PHASE II IMPROVEMENTS
(REAR ADDITION)
A.) AVERAGE VEHICLE TRIP ENDS: 40 OCCUPIED BEDS FOR PHASES I & 11
WEEKDAY
T = 1.61(Ln(X)) + 132.16 X = 40 BEDS
T = TRIPS/DAY
X = NO. OF OCCUPIED BEDS
TOTAL:
T = 1.61(Ln(40)) + 132.16
TOTAL
B.) AVERAGE VEHICLE TRIP ENDS:
Ln(T)=0.72(Ln(X)) + 0.32
T = TRIPS/DAY
X = NO. OF OCCUPIED BEDS
TOTAL:
Ln(T)=0.72(Ln(40)) + 0.32
TOTAL
SATURDAY: LINEAR GRAPH
C.) AVERAGE VEHICLE TRIP ENDS:
Ln(T)=0.69(Ln(X)) + 2.36
T = TRIPS/DAY
X = NO. OF OCCUPIED BEDS
TOTAL:
Ln(T)=0.69(Ln(40)) + 2.36
TOTAL
-> 138.10 TRIPS
-> 138 TRIPS/DAY (WEEKDAY)
40 OCCUPIED BEDS FOR PHASE I & II
SATURDAY - PEAK HOUR GENERATOR
X = 40 BEDS
-> 19.61 TRIPS
-> 20 TRIPS/DAY (SATURDAY - PEAK)
-> </= 100 TRIPS/DAY (MAXIMUM)
40 OCCUPIED BEDS FOR PHASES I & II
SUNDAY
X = 40 BEDS
-> 135.00 TRIPS
-> 135 TRIPS/DAY (SUNDAY)
RESPONSIBLE LAND DISTURBER
NAM E:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
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0.27 ACRES _ \ 0& S72 P& 109
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CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
C 1
258.32'
82' 17'42"
179.85'
157.1 '
N87' 15'41 "W
236.68'
C2
63.02'
O'05'37"
179.70'
31.84'
N35'59'43"W
62.70'
PIN#• 55C-7-5-18 / \
l INST.* -03-22457
ZONED: RP
USE: SINGLE-FAM1L Y '0�%
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COMMONWEALTH OF VIRGINIA
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PIN#• 55C-3-1-5 \ \
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RESIDEM77AL PIN#• 55C-8-1-1 \ \
DB. • 9145 PG:1126
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\ \ ZONED: RP ZONED. RP ZONED: RP
USE SINGLE-FAMILY I USE.' SINGLE-FAMILY USE. RP USZONGO
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PROJECT OVERVIEW
1"-50'
TH OF' LIB
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PANri1ER a
18260
IONAL
ABBREVIATIONS
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LAWE SIGN
F.LT.
FLOOD LUGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
L�j�L�S>'b f
LT.
LIGHT _
MLP
METAL LIGHT POLE ff
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARK3NG SIGN
NLT
NO LEFT TURN
NRT
NO RIGHIT TURN
N.T.S.
NOT TO 'SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTIY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PfRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IM1 FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GIUTTER PAN: PITCH TO BE
1 /8- PER' FOOT. TRANSITION THE GUTTER
OVER A 110' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1 /4: COVER SHEET
SHT. 2/4: NOTES & DETAILS
SHT. 3/4: SITE LAYOUT PLAN
SHT. 4/4: SITE GRADING AND EROSION &
SEDIMENTATION PLAN
CENTER FOR COMMUNITY LIVING
549 VALLEY MILL ROAD
REDBUD MAGISTERIAL DISTRICT
FREDERIiCK COUNTY, VIRGINIA
ZONING ADMINISTRATOR DATE /
APPROVED
FREDERICK COUNTY', VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEAIRS FROM DATE OF APPROVAL
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
Email: off ice0pointerlewis.com
JOB NO.: 0409012 SHEET:
NOVEMBER 16, 2005 1 /4
Latest Revision Date: February 27. 2007
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE
VIRGINIA DEPARTMENT OF TRANSPORTATION, THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, AND THE RULES AND
REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF
VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2)
WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE
EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN
THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR
THE CITY OF WINCHESTER, VIRGINIA.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO
COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY SURVEY DIVISION OF PAINTER-LEWIS, P.L.C.
AND BASED UPON THE U.S.G.S. DATUM AT A ONE I FOOT CONTOUR INTERVAL.
8 N0 SOILS REPORT PORT WAS FURNISHED FOR THIS PROJECT.
E
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE
APPROPRIATE UTILITY COMPANY, IF APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL
WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF
CONSTRUCTION ARE DEFINED AS PROPERTY BOUNDARIES, THE EXISTING EDGE OF PAVEMENT OF EAST CORK STREET R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL
DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF
WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED.
AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED,
FERTILIZED, REPLANTED AND MULCHED AS NECESSARY.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO
ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY
DUST AT ALL TIMES.
EXCAVATION AND GRADING:
1. ANY DEBRIS, SOIL STOCKPILES, AND ALL VEGETATION THAT MAY NEED TO BE CLEARED AND GRUBBED SHALL BE
COMPLETELY REMOVED INCLUDING THE ROOT MAT AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
2. THE TOPSOIL SHALL BE REMOVED TO ITS FULL DEPTH AND SHALL BE PROPERLY STORED OR DISPOSED OF OFF -SITE FOR
FUTURE USE ON THIS SITE OR ELSEWHERE.
3. ALL BORROW, IF APPLICABLE, FILL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED
GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95%
OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. FILL MATERIAL MUST BE
OBTAINED FROM THE OFF -SITE OR AS DIRECTED BY THE OWNER.
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE
OWNER. IF APPLICABLE, BLASTING OPERATIONS SHALL BE PERFORMED A MINIMUM OF 50 FT. BEYOND THE END OF ANY
TERMINAL UTILITY LINE.
5. ALL PLANTER AND LAWN AREAS SHALL BE BACKFILLED WITH A MINIMUM OF 6" OF TOPSOIL. ALL AREAS SHALL BE GRADED
AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER.
UTILITIES:
1. ALL WATER, SANITARY SEWER, AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS
REQUIRES THAT AS -BUILT DRAWINGS BE PREPARED AND
-
OF THE COUNTY OF FREDERICK, VIRGINIA. THE COUNTY OF FREDERICK RE Q
SUBMITTED PRIOR TO ACCEPTANCE OF THE PROPOSED UTILITY SYSTEMS. AS -BUILT DRAWINGS SHALL BE SUBMITTED FOR ALL
WATER LINES, SANITARY SEWER LINES, AND STORM SEWER MAINS. AS -BUILT DRAWINGS SHALL CONFROM TO THE REQUIREMENTS
OF THE WINCHESTER GIS DEPARTMENT. AS -BUILT UTILITY SERVICE LINES SHALL ALSO BE SUBMITTED BY THE APPROPRIATE
UTILITY COMPANY.
2. THE EXISTING WATER & SEWER LATERAL SHALL BE USED. NO CHANGES ARE PROPOSED FOR THE WATER & SEWER
SERVICES.
PAVING AND CONCRETE:
PAVEMENT SECTION:
1. ALL PAVED AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE CONSTRUCTION PLANS. ALL
COURSES SHALL BE PROPERLY FINISHED AND COMPACTED. TIE-IN JOINTS TO THE EXISTING PAVEMENT SHALL BE SAW CUT TO
ENSURE PROPER CONNECTION.
2. ALL CONCRETE FOR THIS PROJECT SHALL BE CLASS A CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 psi.
3. IF APPLICABLE, THE CONCRETE CURB SHALL BE A VDOT STANDARD CG-2 HEADER CURB AND ALL CONCRETE CURB AND
GUTTER SHALL BE VDOT STANDARD CG-6 COMBINATION CURB AND GUTTER.
4. ALL CONCRETE WALKS SHALL BE 4" IN DEPTH AND SHALL BE REINFORCED, IF APPLICABLE, AS INDICATED ON THE PLANS.
MISCELLANEOUS:
1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal.
2. The building Addition shall comply with the Virginia Uniform Statewide Building Code (V.U.S.B.C.) and use group I
(Institutional) of the International Building Code / 2003. Other code that applies
is ICC/Ansi A 177.1-03 Usable and Accessible Buildings and Facilities. (Can utilize the 2000 edition of the VUSBC up to
Nov. 16, 2006 for the plan design)
Note: Chapter 9 IBC requires Automatic Sprinkler System throughout.
Chapter 34 IBC additions require accessible route to comply in full or owner to extend up
to 20% of cost to comply.
3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the
buildings shall comply with C.A.B.O. All 7.1-92.
4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section
707 of the B.O.C.A. national building code.
5. Chapter 17 of the B.O.C.A national building code, 1996 edition requires that the structural plans and any special
inspection (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the
Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval.
6. A permit shall be required for any business signs and/or pole lights in the parking area of this site.
EROSION AND SEDIMENT CONTROL GENERAL NOTES
1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook
and the standards and specifications of the County of Frederick, Virginia.
2. A County of Frederick Grading Permit shall be required for this project. If required by the City of Winchester, a
pre -construction meeting with the local program administrator is required prior to commencement of construction of
this project.
3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the
commencement of any land disturbing activity, and to the final inspection.
4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed
necessary by the local program administrator.
SEDIMENT AND EROSION CONTROL NARRATIVE
1. Project Description:
The development of this project consists of the construction of a proposed 6,208 sq. ft. (footprint), two (2) story
building addition, related driveway and parking facility expansion, site grading, and site landscaping.
2. Existing Conditions:
The 3.292 acre site is currently developed with an existing two (2) story building, paved access drive and paved parking
gentle to moderate and generally drains to the ditch along Woods Place
area with related service utilities. This lot is ge e g y g y
Road, where the storm water is controlled and conveyed by the roadside ditch that eventually discharges into the
natural conveyance channel. The site has approximately 354.71 feet of road frontage along the existing Valley Mill Road
R-O-W and 646.59 feet of road frontage along the existing Woodys Place Road R-O-W. Access to the site will be
provided by the existing concrete entrance on Valley Mill Road.
3. Adjacent Areas:
The site is bounded on the north by the existing Valley Mill Road right-of-way and bounded on the south by the
existing Woodys Place R-O-W. The southeastern portions of the site abut an triangle -shaped, open, vacant lot that is
owned by The Commonwealth of Virginia.
4. Soils:
The soils map of Frederick County indicates the following soil types exist within this
project area.
9B: Welkert Berks: (2%-7% slopes).
Clearbrook Channery Silt Loam, Class Illw Soils, K=0.32
41D: Welkert Berks: (15%-25% slopes).
Channery Silt Loam, Class Vle Soils, K=0.28
41E: Welkert Berks: (15%-65% slopes).
Channery Silt Loam, Class Vlle Soils, K=0.28
5. Critical Areas: Fill slope to rear of addition
6. Erosion and Sediment Control Measures:
a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be
confined to the designated limits of construction. For this project, the limits of construction are defined as the property
boundaries, the existing edges of pavements of Valley Mill Road and Woodys Place.
more than thirty 30 days. The contractor shall stabilize all exposed areas
r shall be denuded for o e
b. No disturbed areas y ( ) y p
within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or
mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the
property lines shall remain in place and be protected during the construction process to the greatest possible extent.
c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches
located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling.
d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After
stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator.
All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and
mulched, as needed.
e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by
installing perimeter controls such as silt fence barriers, diversion dikes, or a combination of such measures, as indicated
on the plans.
f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures.
7. Construction Sequencing:
PHASE I:
1. Site Preparation:
Hand dig test pits over existing utilities to determine their depth and actual locations.
- Phase I Controls:
2. Installation of Erosion and Sediment Control Measures:
a. Installation of protective screening around the existing utilities and facilities that need to be protected during the
construction process.
b. Installation of the construction entrance.
c. Installation of the silt fence, as indicated on the plans.
PHASE II:
3. Site Construction Sequencing:
a. Stripping and removal of the topsoil to its full depth, as needed.
b. Rough grading of site.
c. Building Addition construction.
d. Installation of the proposed service utilities.
- Phase II Controls.
e. Curb and gutter Installation.
f. Installation of the outlet protection.
g. Final Grading of site.
h. Stabilization of all lawn and slope areas.
i. Installation of base stone materials.
j. Restoration and stabilization of unpaved areas.
k. Final paving.
I. Remove erosion and sediment controls, as approved by the inspector.
8. Maintenance:
The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures.
All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative.
Any damaged structures shall be repaired or replaced by the end of work that day.
a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in
the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and the stone
replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance
construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as
directed by the local program administrator.
b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for
deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment
downstream or on adjacent properties.
c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas
shall be repaired, fertilized, and reseeded or resodded, as required.
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of
construction. Permanent stabilization shall be applied to areas that are to be
left dormant for more than one year. During construction of the project, soil
stockpiles shall be stabilized or protected with sediment trapping measures.
The contractor is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as soil intentionally transported
from the project site. The contractor shall establish vegetation on all areas not
otherwise stabilized according the following specification:
Seedbed Preparation:
a. Scarify top 1 " to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone( 1401 b/ 1 000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Ryegrass 12 Ib/ac 98 85
Winter Rye 12 Ib/ac 98 85
May 1 - Aug 31:
German Millet 12 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegross 12 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
4" CRUSHED STONE
(3000 PSI) 4" CONC
6"x6"xW1.4xW1.4 WWM
SIDEWALK DETAIL
N.T.S.
AS NOTED
ON PLANS
Slope: 1 /4": 1-0"
h°oAC,-0Y000°n°o°000°o°e° I
3'-6„
t
2" SM-12.5AL
BIT. CONC.
SURFACE COARSE
6" 21-B
COMPACTED
SUBGRADE
PAVEMENT DETAIL
N.T.S.
LIGHT PAVEMENT
TYPICAL SECTION
CG-6
COMBINATION 6" CURB & GUTTER
N.T.S.
(SEE VDOT (CG-6) ROADS AND BRIDGE
STANDARDS FOR ADD'L INFORMATION)
6"
2"R
L
6" 2'-0"
bm:
LIGHT PAVEMENT TO BE USED
FOR NEW PARKING AREA.
GUARD RAIL DETAIL
FIN. GRADE
12" VDOT #57 STONE
FILTER FABRIC
2"0 PVC Pipe ® 4' o.c.
#4 REBARS ® 12 O.C.
2'-Ici1,
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2" STL. TUBE (TOP RAIL)
1" STL. TUBE ® 4.5" o.c.
1" STL. TUBE (BOTTOM RAIL)
TOP OF RETAINING WALL
2" STL. TUBE ® 6'-0" o.c.
- #4 REBARS ® 16" o.c.
HORIZONTAL TYP.
- #4 REBARS ® 12" O.C. 6'
VERTICAL TYP.
FIN. GRADE
�J1=
_ III_a
JJ, 24" Min.
- ----
(4) #4 REBARS (Typ.) 3 -I .-- (2) #4 REBARS (Typ.)
SITE RETAINING WALL DETAIL
NOTES:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES.
STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 PSI).
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2500 psf.
EQUIVALENT FLUID PRESSURE = 45 pcf; AND SOIL WEIGHT = 115 pcf.
FACTORS OF SAFETY: SLIDING = 1.5; OVERTURNING = 2.0
COUNTY of FREDERICK
Department of Planning and Development
5401665.5651
FAX: $40/665-6395
October 28, 2004
Mr. Lawton Saunders
lO Box 651
Winchester, VA 22604
RE: CUP #22-04 of Robert E. Rose Memorial foundation
Property Identification Number 55-A-56
Dear Mr. Saunders:
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on October
27, 2004, The Conditional Use Permit #22-04 for an addition to the existing convalescent and nursing
homes, adult care residences and assisted living cart facilities, was approved with the following conditions:
1. All review agency comments and requirements shall he complied with at all times.
2. A site plan must be submitted and approved prior to issuance of any building permits.
3. ApplicAnt must comply with all requirements of the state and county codes pertaining to adult
care facilities at all times.
Any expansion or modification Of this use shall require approval of a new site plan and a Conditional Use
Permit.
If you have any questions regarding this action, please feel free to call this office.
Sincerely,
David M. Beniamino
Planner I
DMB/bad
cc: Robert E. Rose Memorial Foundation, 549 Valley Mill Road, Winchester, VA 22601
Gina A. Forrester, Red Bud District Supervisor
Pat Gochenour and Marie F. Straub, Red laud District Planning Commissioners
Jane Anderson, Real Estate
Commissioner of Revenue
107 North Kent Street, Suite 202 Winchester, Virginia 22601-5000
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 % OR GREATER
EXIS
TING
NG PAVEDi-
R
OADWAY
FILTER FABRIC
SECTIONA -A
NOTE:
SPILLWAY USE(HANNELIZE
NDBAGS, STRAW BALES
SEDIMENT BARRIER ORER APPROVED METHODS
(STRAW BALE TYPE SHOWN) TO RUNOFF TO BASIN
ASUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
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C�
Z DIVERSION RIDGE
F-
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LIJ 70' MIN.
aa ���EE ENTRANCE SHALL BE MAINTAINED IN A PLAN
CB TION THAT WILL PREVENT TRACKING OR
FLOWINC OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY
PRIOR E ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN OWASHING C S REQUIRED, T SHALL BE DONE GRAVEL.
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP CONSTRUCTION
O4. R SEDIENT
INSTALL CATT EIN. GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/IEXIT
EXTRA STRENGTH FILTER FABRIC
NEEDED WITH WIRE SUPPORT
STEEL OR
WOOD POST
op
�
11�ov
r-. 10 Fr MAX. SPACING WITH
-I�I- '' III- RE SUPPORT FENCE
PONDING HT. PONDING HT.
STEEL OR WIRE & FILTER FABRIC
WO,QD POST ATTACH SECURELY
36 HIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF RUNOFF
/�(
(RECOMMENDED)
j STORAGE HT.At
IT
12" MIN.
12" MIN. -I -
4 x6" TRENCH - I' III-
WITH COMPACTED --II GRAVEL
BACKFILL 71 !-I-_
STANDARD DETAIL
ALTERNATE DETA&
TRENCH WITH NATIVE BACKFILL
TRENCH WITH GRAVEL
NOTE:
4. SET POSTS AND EXCAVATE A 44"x4"
1. INSPECT AND REPAIR FENCE AFTER EACH
TRENCH UPSLOPE ANLONG THE LLINE
STORM EVENT AND REMOVE SEDIMENT WHEN
OF POSTS.
NECESSARY.
5. STAPLE WIRE FENCING TO THiE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
6. ATTACH WIRE FILTER FABRIC T(O THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE
FENCING AND EXTEND IT INTO THIE TRENCH.
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
7. BACKFILL AND COMPACT THE [EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE
SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH WIRE SUPPORT
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HAND)BOOK 3.05
PIPE OUTLET CONDITIONS
A A
'IPE OUTLET TO FFLAT
tREA WITH NO DEFINED
;HANNEL
�La
0
Iml 11= d
SECTION A -A FILTER CLOTH KEY IN 5"-9% RECOMMENDED FOR!
ENTIRE PERIMETER
A
1 I
3d o (MIIN.)
_4"'WPIPE OUTLET TO KNELL
DEFINED CHANNEL.
Puw VIEW
La
d
SECTION A -A
FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR
ENTIRE PERIMETER
ITS: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
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SURVEY:
C.I.:
P-L, P.L.C.
2'
DRAWN BY:
JOB NO.:
PL-PLC
0409012
SCALE:
DATE:
1 "=20.0'
1 1 / 16/05
SHEET:
2/4
NOTE:
CONTRACTOR TO REGRADE, SOD OR
HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED AS A RESULT
OF THEIR WORK.
(2) UPRIGHT STAKES TO BE USED ON
TREES UP TO 12' HGT. LARGER TREES
TO BE GUYED.
TREE WRAP MAIN TRUNK
RUBBER HOSE
2"x2" HARDWOOD GUY STAKE -
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND TWISTED
4" MULCH
3" SAUCER AROUND TREE
45'
EXISTING GRADE
SOIL MIX
COMPACTED MOUND TO PREVENT
TREE FROM SETTLING - 6" MIN. HGT.
UPRIGHT STAKES EXTENDED TO
FIRM BEARING
REMOVE TOP 1/3 OF ALL BURLAP &-
ROPE FROM ROOT BALL
TREE PLANTING
SECTION
NOTE:
PLANT SPACING VARIES -
PRUNE ALL BROKEN, DI:
WEAK BRANCHES.
ALL SHRUB BEDS TO BE
EXCAVATED OF ALL EXIS
TO REQUIRED DEPTH AN
W/ REQUIRED SOIL MIX.
MULCH TO BE 3" DEPTI-
COMPLETELY REMOVE AL
STRINGS, RIBBONS, AND
TAGS FROM PLANT.
REMOVE TOP 1/3 OF At
BURLAP FABRIC AROUND
ROOT BALL
SCARIFY ROOTS ON POT
BOUND PLANTS.
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
SECTION
PLANT LIST
Z
8"
48"
3"
45'
Ex. 8" \ Ex. MN
G. V. R/44=646.80
/ INV. In=641.02
O INV. Out=640.84 Ex. / Signs \
/ Ex. INV= \ `\
Q / / 647.15 \ \\ \
5 PL ~ \
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ji
Ex., \ 9
' PP
' I Aft. \ \
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD BEARTNQ
CHORD
C
258.32'
82" 17'42"
179.85'
157.15'
N87° 15'41 "W
.68'
C2
63.02'
20°05'37"
179.70'
31.84'
N35°59'43"W
62.70'--
PSAWCU T EX.
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cII AR �' 6 G.V. ' Ex.
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Ex. MH \` \� \` \ \ jj• ��
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a M i W PROP.
PARKING
Ex.
FACILITY A T ON - �o�\
4 SPACES \ (12)PL -
k
Canopy
Irs rg, ' \ \ V Ex. INV= \ ��
O �. / / 636.13
AR rEx Yard Inlet \ `� \ £x. MH`y�j \
1 = \ \ \ S 1=632.05
i !1 Top 645.15 \ \\ 'lid s� INV. 1n=620.72
I MATCH Inv. 642.07 L- \ S\ EX \ 1NV.Out=620.50
EX. CURB l /�I � \ \ � 1 Sign \ �
ill®I y \ ' � Asphalt
4i (Ex. Yard Inlet
To=645.19 F
P I Ex ,� < x. \ c9
I Inv. In 641.47 C/0 \ ' HDCP
!n v. Out= 641.47 Parkin
I o -�
NOTE:
SAWCUT AND REMOVE\\ F+
E� 9 °,6 I m I I I I \ \ EX. CURB AND ASPHALT \ \ \
�fL \ `\ I ❑ \ PVMT. TO LIMITS SHOWN.
y h
Ex I \ INSTALL NEW CURB AND \
Ex. INV= I I I I p f*In + _'\ UT \ ASPHALT PVMT. AS SHOWN. \ \
� � Asphalt \ g I \ Ex 6"
�+ 640.04 I � I SAWCUT
\LIMITS G. V.
\ Ex. CURB
(T.B.R.) Ex. 8"
Ex. Sidewalk J \� G. V. `\\
I �
Ex. Adult Care Facility I \o x\ \
�1 I
q I I # \
549 I I Ex. SP
. \
FF=645.79 Tree 15'R \
w I -
1 \ 010 \\\ \
' Ex. ( ,I-• Ex. CURB
CaA. Conc.
111 Fh (T.B.R.) \
}� Pad \ Pad
0 Asphalt gyp.
.77' i (T.B.R.) \\\
0 \ 8. 1.9511 ACRES 19
I
ROSE MEMORIAL
FOUNDA 77ON
F.F. - 645.79 SAWCUT 3.7 R \\ \
B.F. = 635.64 LIMITS
I) Ex I MA/N FLOOR AREA: 12,323.35 Sq. Ft. X. �.� s AR �\
Courtyard
5 C0' \
Area Ex Conc: /
IIL I I - Ex. Pod (LB.R.) \
J PROVIDE (7)
9'WIDE x 20 DEEP \ \ \ k on I �v Oy I I 5 s o/ces 1 OANS. T O x• Shed PARKING STALLS
II �, Conc. .� �. w �. ( P J�
r� L Patio I I PROP N I
II I COURTYARD � PROP. SITE -o. \ \
---' l� AREA , N RETAINING PROP. r� 1
W WALL with � ��o- (21)PL
o PROP. HDCP ` 0.00 GUARDRAIL A umpste 2.5'R . \
• \
ExistingI �'' nc. 0 .5 '
Basement Area 15 10' • f 5- -+ 10' 15` - 7. " ` AN on ry`4 GG
Ex. Meter 27.29' (T.B. gyp• OQ
au/t FF=635.64 . QQ ,9p PROP. \
r- 1 2 .87 \
Ex. 8" �, PROP. HDCP 2' CURB
G V n } o RAMP (25) PROP. HANDICAP ROP. p , ." �p� CUT
\ \
RAMP AREA ((SEE R� yy pQ 6' j 1' NDC
LAYOUT DETAIL / \ \
Ex. 8" 3.33' °'_ BUILDING ADDITION ON SHEET:2)0.
j GONG �� (2)6'-8" GATES
G. V.-}--25.00' I \
AREA: 6.208.00 S . Ft. r FLOOR PROP. SITE ? ' \
q per �- _ ,
ES
12.25' TOTAL AREA: 12,416.00 Sq. Ft. RETAINIWALL NG
h 9 CONC. DUMPSTER PAD \
F.F. : 645.79 GUARDRAIL T777-
0G ��' Gr ;'�9 AR 1 N I W/ 6' BOARD FENCE \
50.85' `
C4 .77' CARE FACILITY 10 PROP.
\ w USE. ADULT GUTTER
o STOOP TRANSITION 3' GATE',, \
6, o N PROVIDE (4) \
J _ _ �0 9'W1DE x 20'DEEP '`. -PROP. 3'
p1 - cn i PARKING STALLS CONC. WALK L \
109.22'vv
\
77' • 8 24'---8'-- -10'-- 15' --10' f 15' - 10' 15' --10' 15'
147.77' ; ' I 0 \
Ex.
Vegetation Q1
5� F� (T. B. R.)
�o r�,
1
\ r .
\ \ \
N i
\ AR 1 Ex. Wooded Area
\ � 0 AR 35' BRL ___ _'-' To Remain
Q
\ \
AR '
0 SLOPE STABILITY:
\ ` Pp 0 AR ARO AR AR JUTE MESH (EC-2) SHALL BE
\ \ 0 INSTALLEGREATERDTHOAN ALL SLOPES
3 1.
\
X.
� EAD
� � --._` --... �. `�1 ���'' tor• ---
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
12
Acer rubrurn
Red Maple
2" caliper
As Shown
PL
38
Prunus lourocerasus 'Otto Luyken'
Otto Luyken Cherrylourel
36" height
3' o.c.
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
TREE CALIPER SHALL BE MEASURED 6" ABOVE GRADE
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DRAWN BY: JOB NO.:
Scale 1"= 20 f t PL-PLC 0409012
SCALE: DATE:
1 "=20.0' 11 / 16/05
SHEET:
\ 3/4
FATiim\DRAWINGS\SITE(01-28-06W„•IdersCoratnxt»n\RoseMemoriar\Parkhg&Parsion.dg
I CENTiAH R0� MAY BE
1 I If
6 LESS THAN4-1
S'MAX"CR FLATTER
X YNL STEEPER THAN 41
EM AND 00 AOIMTS TO I '
■E OVIE10APPED 2• MNAAUII
LAP
-TAP SOL FIRMLY
w+-f+►r To 2'
JUNCTION SLOT
aGAADE" we
SOIL RETEWnOH MAT
PLM VIEW
STAPLING DIAGRAM
ANCHOR SLOT
TA,P SOL FIRM.Y
,uNOT10N SLOT
CHECK SLOT
LFaD ANCHOR SLOT
t, TAMP SOL FRH.Y
�..Tr
MAX. TERIrtlNAL FOLD �f
i
t�
`fArP SOL FIRMLY `TAMP SOIL FOXY
CHECK SLOT JUNCTION SLOT
tAAPPRO)OMATE
Tor,
200 STAPLES REOURED
PER C X 225' ROLL.
L AHCHOII SLo7S, .ANG ROH SLOT? MP
SLOTS To BE 6U'ffi0 s• TO T2'
AND VARIABLE.
AND V
s MAX. IPA C C a4Etx HTS
SLOPE
STEEPER TSW
HAN 4XL
4.STAPLES FORMED FROM NO,B STEEL
WIRE B• STAPLE MNMKNM LENGTH
FOR SANDY SOIL 4" STAPLE NMNM
JE i-S'I
LENGTH FOR OTHER SOIL
LBA613 OF PAYMENT TO BE WJAIRE YAWS OF PROTECTIVE COVENNO COMPLETE N PLACE.
1A1TE MESH OR SOL RETENTION MAT IN ACCORDANCE WITH THE SPECFrATIONS
PIIOTCCTNE MEMO IS TO K LOCATED AS INDICATED ON THE PLANS N ACCORDANCE
MAY K USED AT THE OPTM OF THE CONTRACTOR.
W M THE DIMENS S SP[OFED ON TYPICAL SECTION.
4. WIDTH OF MATERIAL MAY VARY FROM MNII&M OWNS,DN SY NCREFEMS OF
L'T-TOP' STAPLE$ OR OTHM MAIt,PACnRMS KS M APPROVED SY THE E7NCDEER MAY
4 OR 5 FEET.
BE SIANSTM►TE'D FOR THE STAPLES SHDWN.
?.FOR SOUR= OF APPROVED MATERIAL SEE VDOTS APPROVED PRODUCTS L.,ST
FOR SM EC-2 MATERIAL.
PROTECTIVE COVERING INSTALLATION CRITERIA
244
VRCMA DEPARTMf7ET a TITAFBPORTAiION O06
9"
2x4 TOP RAIL
1x6 BOARD,-_
FRONT & BACK
TOE NAIL EA. 1 x6
W/2-8d(EA. RAIL)
6'
2x4 MID RAIL
5'-9"
8'-4x4 POST ® 8' CC
2x4 BOT. RAIL
ATTACH RAILS TO POST
W/3-1Od(EA. RAIL)
12" DIA. POST HOLE,
FILL W/CONC.
IE PRESSURE TREATED YELLOW PINE NO. 2.
i BE HOT -DIPPED GALVANIZED.
FACE ADJACENT PROPERTY.
CONSTRUCT (2) GATES SIMILAR (AS SHOWN ON PLANS).
PROVIDE GATE LATCH.
PROPOSED DUMPSTER FENCE DETAIL
NOT TO SCALE
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
/�
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3.30
TOPSOILING
3.32
PERMANENT SEEDING
3.35
MULCHING
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Ex. MH
G. V \ 64�\\ RIM=646.80
I ` INV. ln=641.02
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Signs
Ex. INV=
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ll PP //!/ �/ \\
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
C 1
258.32'
82' 17'42"
179.85'
157.15'
N87' 15'41 "W
236.68'
C2
63.02'
20°05'37"
179.70'
31.84'
N35`59'43"W
62.70'
640
Cb Ex
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Ex. I .. \
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/ -A GEOTECHNICAL ENGINEERING REPORT SHALL BE REQUIRED FOR THIE
_ _ _ \ \\ COMPACTION OF FILL MATERIAL. THIS REPORT MUST ALSO INCLUDE /A
./ PS MU %� l �If J - "\ \ l \ { \\ / �\ SLOPE STABILITY ANALYSIS TO ENSURE THAT THE FILL WILL NOT CREEP
6yo I TO 1j Ex \ \ \ �\ ! /� \ 6 OR SETTLE OVER TIME.
Ex634
/ / I 1 / : • .. I1 / ( Canopy 1 J \ /\\ \
4s . � '_' �. _.�- /�' J -6.34
\\ �. � ♦ _ -
�/ \ 63 13 '
/ 1 j ` / / R l"1 Yard Inlet , \ +"� \ \ \ \ \ \\\ ' Ex MN ,1632
(Top=645. f5 I I \ \`\ \ \ �� \ \ \ \ (- - - - - '\\ \\ cS !'ps RIM=632.A5
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Ex. Yard Inlet \ \ i
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Inv. In 641.47 I 0/0 \ s+. �HDCP � % \ \ \� \ \ \ \ \ \\ N628
Inv. Out= 641.47 \ CParkincy
Are, Nk 7
626
Ex. I I - - - \ \ \ III I Ex; \!\ J \ \ \ \ \ \ \ \ \ \\\ +`�, - J\
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, 549 �- - - - - - - \ \\ { Ex. tCt,4 \ ` ` 0. 00 0 . ' ExN \ \ \ �\ \ \ \ \\ \
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I / / ' { THE CONSTRUCTION �r - / \ \ \ \ \ `\ \
ENTRANCE SHALL BE I I r \ \ \ \ \ C \ 620
� � \ f _.\;�• � r,1 i 1.9511 ACRES 70' LONG, MINIMUM.
ROSE MEMORIAL
0 F . = 645.79 - -lI i LIMITS
I' ;6 �
`0� II I B.F. = 635.64 I 'r oo \ \ \ \ \ \ \� 618.
Ex I MAIN FLOOR AREA: 12, 323.35 Sq. Ft. �I i ° o A . ' fj . �X ` _ f \
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Existing 645 1:7 :.. 1 . 1� '' ) \ N
1 Basement Area 44 4 .>� , :' I N N \
cult FF=05.64 j '� cp °•` f. { j _--. a o
\ \ Ex. 8 \ ' o00 0 0 \ \
00
4,0� / \ Ex. 8 PROPOSED BUILDING ADDITION / ' >oo o
GO 1 \ \ `E A 45.7 45.7 , - / / 0 0 0
AREA: 6,208.00 Sq. Ft. per FLOOR
/ k \ TOTAL AREA: 12.416.00 Sq. Ft
F.F. a 645.7997 635.64 -21
N. / / • \ / /6 \
\3 USE: ADULT CARE FACILITY ELE1l. SEMr LA►76VAL
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SURVEY: C.L.
P-L, P.L.C. 2'
DRAWN BY:
PL-PLC
JOB NO.:
0409012
SCALE:
DATE:
1 "=20.0'
09/08/06
SHEET:
4/4
GENERAL NOTES
1. The property delineated on this plan is located at the intersection of Valley Mill Road & Woody's Place in
Frederick County, Virginia.
2. PROPERTY OWNER/DEVELOPER: Contact: Lawton Saunders
Robert E. Rose Memorial Foundation (540) 323-3468
365 National Avenue
Winchester, Virginia 22601 Telephone: (540) 667-1919
3. ENGINEER/APPLICANT: Contact: Timothy G. Painter, P.E.
Painter -Lewis, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. SURVEYOR:
Painter -Lewis, P.L.C. Contact: Joe Ritchie
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. The Site for proposed development is parcel: 55-A-56
The total parcel area is 3.292 acres (143,399.52 Sq. Ft.).
6. LOT DATA:
Zoning: RP, Residential Performance District
Current Use: Adult Care Facility
7. ZONING REQUIREMENTS:
Front Yard Setback: Required- 35'
Provided- 35.03'
Side Yard Setback: Required-
35'
Provided-
N/A
Rear Yard Setback: Required-
50'
Provided-
109.22'
Building Height:
Maximum Ht- 35'
Actual Ht- 27.5'
Building Area:
Proposed Addition: 6,208.00 sq. ft.
F.A.R.=(27,117.61
s.f./3.292 acres)=0.19
8. Parking Space
Requirements:
Parking:
1 Space Per Every Four (4) Beds plus
1 Space Per Employee
Existing Rooms:
(Main Level) 24 x 1 Bed= 24
Proposed Rooms:
(Main Level) 8 x 2 Beds= 16
(Lower Level) 5 x 2 Beds= 110
Total Beds:
50
Parking Required:
50
Beds/4 =
12.5 => 13 Spaces
6
Employees
6.0=> 6 Spaces
Per Shift
Total Parking Required =
19
Spaces
Total Parking Provided =
28
Spaces: 13
Existing
15
Proposed
Total Handicapped Parking
Required= 2 Spaces
Provided=
2 Spaces
9. Landscaping & Screening Requirements:
None Required
IMPERVIOUS AREA: Parcel Coverage Must Not Exceed 85% (Max.)
Coverage: Impervious Areas < 143,399.52 Sq. Ft. x 85% = 121,889.592 Sq. Ft.
OPEN SPACE (MIN.): Open Space > 143,399.52 Sq. Ft. x 15% = 21,509.928 Sq. Ft.
(Required)
PARKING SETBACK:
Front: 5'
Rear: 5'
Side: 5'
PROPOSED DEVELOPMENT:
PARKING PROVIDED:
Existing:
Proposed:
LOT COVERAGE:
Building Footprint:
Parking & Drive Areas:
Walkways:
Walls & Conc. Pads:
Total:
Open Area:
LANDSCAPING:
TOTAL DEVELOPMENT:
PARKING LOT TREES:
STREET TREES:
CENTER FOR COMMUNITY LIVING BUILDING AND PARKING LOT IMPROVEMENTS
(13) Spaces
(Includes
2 HDCP Space)
(15) Spaces
EXISTING SITE:
PROPOSED DEVELOPMENT TOTALS:
12,464.52 Sq.
Ft.
18,663.90
Sq.
Ft.
15,536.04 Sq.
Ft.
16,182.04
Sq.
Ft.
1,019.07 Sq.
Ft.
1,878.89
Sq.
Ft.
+ 2,906.06 $q,
Ft.
+ 2,260.77
Sq,
Ft,
31,925.69 Sq.
Ft.
38,985.60
Sq.
Ft.
(22.26%)
(27.19%)
11 1,473.83 Sq.
Ft.
104,413.92
Sq.
Ft.
(77.74%)
(72.81 %)
1 ea. Per 2000 Sq. Ft. of Parking Area
(15,620.73 Sq. Ft. / 2000) = 8.09 Trees
=> 8 Trees Required Historically Nonconforming
1 ea. Per 35 Ft. of Street Frontage
(1,001.40 Ft. / 35) = 28.61 Trees
=> 29 Trees Required Historically Nonconforming
TOTAL TREES REQUIRED: 36 Trees
TREES PROVIDED: 12 ea. Proposed Parking & Buffer Lot Added To Meet Requirements
ZONING NOTES:
1. The site lighting requirement for this project shall be provided by the existing lights placed on the building. All lights
shall be directed downward so that the illumination does not impact adjacent properties.
2. One (1) dumpster facility will be provided toward the rear of the lot to service this project. (Requires BAR Approval)
3. The mechanical units for this project will be placed to the rear of the building.
TRIP GENERATION: ASSISTED LIVING
ROSE MEMORIAL FOUNDATION: PHASE II IMPROVEMENTS
(REAR ADDITION)
A.) AVERAGE VEHICLE TRIP ENDS: 40 OCCUPIED BEDS FOR PHASES I & II
WEEKDAY
T = 1.61(Ln(X)) + 132.16 X = 40 BEDS
T = TRIPS/DAY
X = NO. OF OCCUPIED BEDS
TOTAL:
T = 1.61(Ln(40)) + 132.16
TOTAL
B.) AVERAGE VEHICLE TRIP ENDS:
Ln(T)=0.72(Ln(X)) + 0.32
T = TRIPS/DAY
X = NO. OF OCCUPIED BEDS
TOTAL:
Ln(T)=0.72(Ln(40)) + 0.32
TOTAL
SATURDAY: LINEAR GRAPH
C.) AVERAGE VEHICLE TRIP ENDS:
Ln(T)=0.69(Ln(X)) + 2.36
T = TRIPS/DAY
X = NO. OF OCCUPIED BEDS
TOTAL:
Ln(T)=0.69(Ln(40)) + 2.36
TOTAL
-> 138.10 TRIPS
-> 138 TRIPS/DAY (WEEKDAY)
40 OCCUPIED BEDS FOR PHASE I & 11
SATURDAY - PEAK HOUR GENERATOR
X = 40 BEDS
-> 19.61 TRIPS
-> 20 TRIPS/DAY (SATURDAY - PEAK)
-> </= 100 TRIPS/DAY (MAXIMUM)
40 OCCUPIED BEDS FOR PHASES I & II
SUNDAY
X = 40 BEDS
-> 135.00 TRIPS
-> 135 TRIPS/DAY (SUNDAY)
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
AN I
;R"oE T E. ME I L F TI114
ffiMiNl NMR F191 lM I LNION
&C4 JNkTWiEM1E1Mj I 1=111allIUA
COUNTY OF FREDERICK
FREDERICK COUNTY, VIRGINIA
P/NJ• 55C-7-5-17 \ \
INST.;.- -00-11613 ROBER>f L ROSE
ZONED: RP \ \
USE: SINGLE-FAMIL Y I \ \ � 1EII MK FOMTION
RESIDENTIAL PIN - 55'A-56
0.27� - - 1 \ \ D& 872 P& 109
ZONED: RP
\ USE-- 5 Cr► ACRES Ilk CURVE TABLE
1
ROBERT & CAROL YN CLEMENS
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
C 1
258.32'
82' 17'42"
1 7 9.85'
157.1
N87' 15'41 "W
236.68'
C2
63.02'
0-05'37"
179.70'
31.84'
N35-59'43"W
62.70'
PIN#• 55C-7-5-18 \ _
/ INST#.--03-22.457 / \ \*N77
-
ZONED. RP \
USE.- SINGLE-FAMIL Y �%
RESIDENTIAL
0.20 ACRES
�N
/ r _ \ ��� \�� d \ COMMONWEAL TH OF WRGINIA
ROBYN M. McDONALD I / I \ \ PIN#• 55C-8-1-1
,� I 1 �1 I \ \ Ea'lSTING`� �'?, DB: 945 PG:1126
: ' .
PIN 55C-7-5-25 / \
\ INST.#:-04-21917 I O ( I \ �� PARKING \ �� 1 s ZONED: RP
ZONED: RP � O I \ �� }} \ �s 9\ USE. VDOT \
USE. SINGLE-FAMIL Y I n b I N MI '� I I�I \ -�. \ \ \
RESIDENTIAL b ,,N w I ( \�I
0.22 ACRES I I �� N I _
EXISTING \ - - \
I I BUILDING i _ T Imo" � w i �s
►� IL Ill _ \
EXISTING
7P/N#.-
E & GLORIA AYALA I BUILDING r j5fl STING \ \
ti -PARKING r
55C-7-5-26 Ch �. I 1 i t I (7,- �j_
INST #,-04-21344 \ \ \
ZONED: RP ' O' 1 �EXISTING� - �- -r4J I \
USE. SINGLE-FAMIL Y , BUILDINGQ�O�`�G 1 \\
\ RESIDEN77AL \
\ 0.27 ACRESLAM I
f IR
BUILDINGAMON
\ \ \ \
\ I\ ROKU L ROSE
\ IEMOWL FOUNDATION
1OHN & TAMMY LINK \ ` \ n 55-A-56oe: an \
PIN#.• 55C-3-1-5 \ �, Pc: 1 \ \
/ ZONED:. r
DAB: 937 PG: 313 \ \ \ USE, EDUCATIONAL. \ I \ \
ZONED: RP \
95 ACRES COMMO
NWEAL 1H OF V/RG/NIA \
l USE SINGLE-FAMILY \ \, ` 1 PINhV• 55C-8-1-1
RESIDENTIAL / \ \ ' 08:945 PG: 1126NNI ZONED. RP
\ \
`w 16 07 \
MARK & SHELBY TODD / \ \ \ ~'
USE- IIDOT
PIN, 55C-3-1-4 ` - _ _
l DB: 840 PG: 1465-
ZONED. RP /
l USE: SINGLE-FAMILY ADRIAN M. REID
/ RESIDENTAL / P/N#.• 55C-3-1-3
INST.#.-02-21907 _
/ ZONED: RP T \ tq
USE. SINGLE-FAMIL Y
a ~ _ RESIDENTIAL II
\� ANT7-IONY J. BULLARD Sr. ELIZABETH G. HOLBROOKf CARLISLE ESTATES FREDERICK- WINCHEST ER \
\`
�. •.`� PIN# 55C-3-1-2 PIN,¢!• 55C-3-1-1 P/N#• 55C-3-1-1A PIN# 55-A-182C
/ l DB. 964 PG. • 294 INST.#•-03-14042 DBD8. 605 PG: 19
: 682 PG: 57 ` ' I
ZONED: RP ZONED: RP ZONED. RP
USE: SINGLE-FAMILY I USE.- SINGLE-FAMILY ZONED: RP USE. REGIONAL/LOCAL
\ \ RESIDENTAL RESIDEN7AL USE: OTHER GOVERNMENT `
PROJECT OVERVIEW
1"=50'
Op-
81 �-VW
U 11M01W G PA�ltER a
N '0 X
�
ssIONAL
ABBREVIATIONS;
ASSY.
)ASSEMBLY
B.F.
IBASEMENT FLOOR
BLK.
IBLOCK
BC
[BOTTOM OF CURB
BML
(BUILDING MOUNTED LIGHT
BP
[BREAK POINT
BSBD.
(BASEBOARD
CG-2
WDOT CURB
CG-6
WDOT CURB & GUTTER
CIP
(CAST IN PLACE CONCRETE
CL
(CLASS
CMF
(CONCRETE MONUMENT FOUND
CPP
(CORRUGATED POLYETHYLENE PIPE
CMP
(CORRUGATED METAL PIPE
CMPA
(CORRUGATED METAL PIPE ARCH
CO
(CLEAN OUT
DIA.
[DIAMETER
DS
[DOWNSPOUT
EOP
EDGE OF -PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
[FINISHED FLOOR ELEVATION
FDC
[FIRE DEPARTMENT CONNECTION
FG
FACE OF' GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE'
HCR
HB
HANDICAP RAMP
THOSE BIB �
HDR CURB
6" HEADIER CURB I"`y�
HP
HIGH POINT
INC
INC
HEATER
(INCREASE=R /
INV
INVERT��
IPF
(IRON PIPE FOUND
IPS
IRRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
WETAL LIGHT POLE
MPD
WULTI-PRODUCT DISPENSER
MP
WETAL POST
MH
MANHOLE:
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER'
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
SiTANDARD
T.B.D.
F0 BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
T`O BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UJNDERGROUND ELECTRIC
UGG
UJNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER MUTER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HiATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1 /8" PER FOOT. TRANSITION THE GUTTER
0)VER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1 /4: COVER SHEET
SHT. 2/4: NOTES & DETAILS
SHT. 3/4: SITE LAYOUT PLAN
SHT. 4/4: SITE GRADING AND EROSION &
SEDIMENTATION PLAN
CENTER FOR COMMUNITY LIVING
5,49 VALLEY MILL ROAD
REDBIUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
CONSULTING
ENGINEERS
(PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
Email: off ice@painterlewis.com
JOB NO.: 0409012 SHEET:
NOVEMBER 16, 2005 1 /4
Latest Revision Date: February 27, 2007
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE
VIRGINIA DEPARTMENT OF TRANSPORTATION, THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, AND THE RULES AND
REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF
VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2)
WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE
EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN
THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR
THE CITY OF WINCHESTER, VIRGINIA.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO
COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY SURVEY DIVISION OF PAINTER-LEWIS, P.L.C.
AND BASED UPON THE U.S.G.S. DATUM AT A ONE (2') FOOT CONTOUR INTERVAL.
8. NO SOILS I REPORT WAS FURNISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE
APPROPRIATE UTILITY COMPANY, IF APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL
WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF
CONSTRUCTION ARE DEFINED AS PROPERTY BOUNDARIES, THE EXISTING EDGE OF PAVEMENT OF EAST CORK STREET R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL
DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF
WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED.
AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED,
FERTILIZED, REPLANTED AND MULCHED AS NECESSARY.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO
ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY
DUST AT ALL TIMES.
EXCAVATION AND GRADING:
1. ANY DEBRIS, SOIL STOCKPILES, AND ALL VEGETATION THAT MAY NEED TO BE CLEARED AND GRUBBED SHALL BE
COMPLETELY REMOVED INCLUDING THE ROOT MAT AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
2. THE TOPSOIL SHALL BE REMOVED TO ITS FULL DEPTH AND SHALL BE PROPERLY STORED OR DISPOSED OF OFF -SITE FOR
FUTURE USE ON THIS SITE OR ELSEWHERE.
3. ALL BORROW, IF APPLICABLE, FILL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED
GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95%
OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. FILL MATERIAL MUST BE
OBTAINED FROM THE OFF -SITE OR AS DIRECTED BY THE OWNER.
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE
OWNER. IF APPLICABLE, BLASTING OPERATIONS SHALL BE PERFORMED A MINIMUM OF 50 FT. BEYOND THE END OF ANY
TERMINAL UTILITY LINE.
5. ALL PLANTER AND LAWN AREAS SHALL BE BACKFILLED WITH A MINIMUM OF 6" OF TOPSOIL. ALL AREAS SHALL BE GRADED
AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER.
UTILITIES:
1. ALL WATER, SANITARY SEWER, AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS
N T N F FREDERICK R IR THAT AS -BUILT DRAWINGS BE PREPARED AND
OF THE COUNTY OF FREDERICK VIRGINIA. HE COUNTY 0REQUIRES
SUBMITTED PRIOR TO ACCEPTANCE OF THE PROPOSED UTILITY SYSTEMS. AS -BUILT DRAWINGS SHALL BE SUBMITTED FOR ALL
WATER LINES, SANITARY SEWER LINES, AND STORM SEWER MAINS. AS -BUILT DRAWINGS SHALL CONFROM TO THE REQUIREMENTS
OF THE WINCHESTER GIS DEPARTMENT. AS -BUILT UTILITY SERVICE LINES SHALL ALSO BE SUBMITTED BY THE APPROPRIATE
UTILITY COMPANY.
2. THE EXISTING WATER & SEWER LATERAL SHALL BE USED. NO CHANGES ARE PROPOSED FOR THE WATER & SEWER
SERVICES.
PAVING AND CONCRETE:
PAVEMENT SECTION:
1. ALL PAVED AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE CONSTRUCTION PLANS. ALL
COURSES SHALL BE PROPERLY FINISHED AND COMPACTED. TIE-IN JOINTS TO THE EXISTING PAVEMENT SHALL BE SAW CUT TO
ENSURE PROPER CONNECTION.
2. ALL CONCRETE FOR THIS PROJECT SHALL BE CLASS A CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 psi.
3. IF APPLICABLE, THE CONCRETE CURB SHALL BE A VDOT STANDARD CG-2 HEADER CURB AND ALL CONCRETE CURB AND
GUTTER SHALL BE VDOT STANDARD CG-6 COMBINATION CURB AND GUTTER.
4. ALL CONCRETE WALKS SHALL BE 4" IN DEPTH AND SHALL BE REINFORCED, IF APPLICABLE, AS INDICATED ON THE PLANS.
MISCELLANEOUS:
1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal.
2. The building Addition shall comply with the Virginia Uniform Statewide Building Code (V.U.S.B.C.) and use group I
(Institutional) of the International Building Code / 2003. Other code that applies
is ICC/Ansi A 177.1-03 Usable and Accessible Buildings and Facilities. (Can utilize the 2000 edition of the VUSBC up to
Nov. 16, 2006 for the plan design)
Note: Chapter 9 IBC requires Automatic Sprinkler System throughout.
Chapter 34 IBC additions require accessible route to comply in full or owner to extend up
to 20% of cost to comply.
3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the
buildings shall comply with C.A.B.O. Al 17.1-92.
4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section
707 of the B.O.C.A. national building code.
5. Chapter 17 of the B.O.C.A national building code, 1996 edition requires that the structural plans and any special
inspection (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the
Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval.
6. A permit shall be required for any business signs and/or pole lights in the parking area of this site
EROSION AND SEDIMENT CONTROL GENERAL NOTES
1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook
and the standards and specifications of the County of Frederick, Virginia.
2. A County of Frederick Grading Permit shall be required for this project. If required by the City of Winchester, a
pre -construction meeting with the local program administrator is required prior to commencement of construction of
this project.
3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the
commencement of any land disturbing activity, and to the final inspection.
4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed
necessary by the local program administrator.
SEDIMENT AND EROSION CONTROL NARRATIVE
1. Project Description:
The development of this project consists of the construction of a proposed 6,208 sq. ft. (footprint), two (2) story
building addition, related driveway and parking facility expansion, site grading, and site landscaping.
2. Existing Conditions:
The 3.292 acre site is currently developed with an existing two (2) story building, paved access drive and paved parking
area with related service utilities. This lot is gentle to moderate and generally drains to the ditch along Woods Place
9 9 Y 9 Y
Road where the storm water is controlled and conveyed b the roadside ditch that eventual) discharges into the
Y Y Y 9
natural conveyance channel. The site has approximately 354.71 feet of road frontage along the existing Volley Mill Road
R-O-W and 646.59 feet of road frontage along the existing Woodys Place Road R-O-W. Access to the site will be
provided by the existing concrete entrance on Valley Mill Road.
3. Adjacent Areas:
The site is bounded on the north by the existing Valley Mill Road right-of-way and bounded on the south by the
existing Woodys Place R-O-W. The southeastern portions of the site abut an triangle -shaped, open, vacant lot that is
owned by The Commonwealth of Virginia.
4. Soils:
The soils map of Frederick County indicates the following soil types exist within this
project area.
98: Welkert Berks: (2%-7% slopes).
Clearbrook Channery Silt Loam, Class Illw Soils, K=0.32
41D: Welkert Berks: (15%-25% slopes).
Channery Silt Loam, Class Vle Soils, K=0.28
41E: Welkert Berks: (15%-65% slopes).
Channery Silt Loam, Class Ale Soils, K=0.28
5. Critical Areas: Fill slope to rear of addition
6. Erosion and Sediment Control Measures:
a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be
confined to the designated limits of construction. For this project, the limits of construction are defined as the property
boundaries, the existing edges of pavements of Valley Mill Road and Woodys Place.
b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas
within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or
mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the
property lines shall remain in place and be protected during the construction process to the greatest possible extent.
c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches
located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling.
construction, all permanent erosion and sediment control measures shall be installed. After
d. Upon completion of co p a
erosion control re h II a removed as approved b the local program administrator.
stabilization, the temporary ameasures shall b pp y p g
All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and
mulched, as needed.
e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by
installing perimeter controls such as silt fence barriers, diversion dikes, or a combination of such measures, as indicated
on the plans.
f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures.
7. Construction Sequencing:
PHASE I:
1. Site Preparation:
Hand dig test pits over existing utilities to determine their depth and actual locations.
- Phase I Controls:
2. Installation of Erosion and Sediment Control Measures:
a. Installation of protective screening around the existing utilities and facilities that need to be protected during the
construction process.
b. Installation of the construction entrance.
c. Installation of the silt fence, as indicated on the plans.
PHASE II:
3. Site Construction Sequencing:
a. Stripping and removal of the topsoil to its full depth, as needed.
b. Rough grading of site.
c. Building Addition construction.
d. Installation of the proposed service utilities.
- Phase II Controls.
e. Curb and gutter Installation.
f. Installation of the outlet protection.
g. Final Grading of site.
h. Stabilization of all lawn and slope areas.
i. Installation of base stone materials.
j. Restoration and stabilization of unpaved areas.
k. Final paving.
I. Remove erosion and sediment controls, as approved by the inspector.
8. Maintenance:
The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures.
All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative.
Any damaged structures shall be repaired or replaced by the end of work that day.
a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in
the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and the stone
replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance
construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as
directed by the local program administrator.
b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for
deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment
downstream or on adjacent properties.
c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas
shall be repaired, fertilized, and reseeded or resodded, as required.
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of
construction. Permanent stabilization shall be applied to areas that are to be
left dormant for more than one year. During construction of the project, soil
stockpiles shall be stabilized or protected with sediment trapping measures.
The contractor is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as soil intentionally transported
from the project site. The contractor shall establish vegetation on all areas not
otherwise stabilized according the following specification:
Seedbed Preparation:
a. Scarify top 1" to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib.oc 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Regross 12 Ib/ac 98 85
Winter Rye 12 Ib/oc 98 85
May 1 - Aug 31:
German Millet 12 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 Ib/oc 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
4" CRUSHED STONE
(3000 PSI) 4" CONC
6"x6"xW1.4xW1.4 WWM
SIDEWALK DETAIL
N.T.S.
AS NOTED
ON PLANS
Slope: 1/4": 1 -0.1
a
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PAVEMENT DETAIL
N.T.S.
LIGHT PAVEMENT
TYPICAL SECTION
2" SM-12.5AL
CG-6
COMBINATION 60 CURB do GUTTER
N.T.S.
(SEE VDOT (CG-6) ROADS AND BRIDGE
STANDARDS FOR ADD'L INFORMATION)
6"
l l- L
-� r-
1- 6" 21_0.,
BIT. CONC. -�
SURFACE COARSE
" �ff:
6" 21 B LIGHT PAVEMENT TO BE USED
...............
FOR NEW PARKING AREA.
COMPACTED
SUBGRADE
3'
GUARD RAIL DETAIL
FIN. GRADE
12" VDOT #57 STONE
FILTER FABRIC
2"0 PVC Pipe ® 4' o.c.
#4 REBARS ® 12" o.c.
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2" STL. TUBE (TOP RAIL)
1"
STL.
TUBE
® 4.5" O.c.
1"
STL.
TUBE
(BOTTOM RAIL)
TOP OF RETAINING WALL
2" STL. TUBE ® 6'-0" o.c.
-- #4 REBARS ® 16" O.C.
HORIZONTAL TYP.
I'I
- #4 REBARS ® 12" o.c.
VERTICAL TYP.
FIN. GRADE
-r 24" Min.
(4) #4 REBARS (Typ.) 3„ 3 3" (2) #4 REBARS (TYP.)
SITE RETAINING WALL DETAIL
NOTES:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES.
STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 PSI).
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2500 psf.
EQUIVALENT FLUID PRESSURE = 45 pcf; AND SOIL WEIGHT = 115 pcf.
FACTORS OF SAFETY: SLIDING = 1.5; OVERTURNING = 2.0
COUNTY of FREDERICK
Department of Planning and Development
5401665.5651
FAX: 5401665-6395
October 28, 2004
Mr. Lawton Saunders
PO Box 651
Winchester, VA 22604
RE: CUP #22-04 of Robert E. Rome Memorial Foundation
Property Identification Number 55-A-56
Dear Mr. Saunders:
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on October
27, 2004. The Conditional Use Permit #22-04 for an addition loi the existing convalescent and nursing
homes, adult care residences and assisted living care facilities, was approval with the following conditions:
1. All review agency comments and requirements shall hecomplied with at all times.
2. A site plan must be submitted and approved prior to issuance of any building permits.
3. Applicant must comply with all requirements of the state and county codes pertaining to adult
care facilities at all times.
Any expansion or modification of this use shall require approval of a new site plan and a Conditional Use
Permit.
If you have any questions regarding this action, please feel free to call this office.
Sincerely,
David M. Beniamino
Planner 1
DMB/bad
cc: Robert E. Rose Memorial Foundation, 549 Valley Mill Road, Winchester, VA 2260)
Gina A. Forrester, Red Bud District Supervisor
Pat GOchew)ur and Marie F. Straub, Red Bud District Planning Commissioners
Jane Anderson, Real Estate
Commissioner of Revenue
107 North Kent Street, Suite 202 Winchester, Virginia 22601-5000
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 % OR GREATER
EXISTING PAVED ^°, ?�
ROADWAY 1I- _
_ I-�11=_-I11- 1iI_-111_
FILTER FABRIC
SECTIONA -A
NOTE: /
SPILLWAY USE NDBAGS, STRAW BALES
SEDIMENT BARRIER OR HER APPROVED METHODS
(STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN
AS EQUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
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p
aa ���EE ENTRANCE SHALL BE MAINTAINED IN A PLAN
�CBNIIITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY
PRIOR 3. WHEN O WASHING C ISO REQUIRED, ITSNTO PUBLIC HALLBE DONE G RAVE L
ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
SEDIENT
4. INSTALL CATT EIN. GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE,/EXIT
EXTRA STRENGTH FILTER FABRIC
NEEDED WITH WIRE SUPPORT
STEEL OR
WOOD POST _
_�- FLOT
-dd--
10 FT MAX. SPACING WITH
PARE SUPPORT FENCE
TEEL OR WIRE & FILTER FABRIC
OQD POST ATTACH SECURELY
6 HIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF RUNOFF
~- 9" MAX.
(RECOMMENDED) .�
STORAGE HT.
I
12" MIN. 12' MIN i I I -r
_i _
4"x6" TRENCH - WITH COMPACTED III GRAVEL
BACKFILL I
STANDARD DETAIL ALTERNATE: DETAIL
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL
NOTE: 4. SET POSTS AND EXCAVATE A 4"x4"
1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLCDNG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS.
NECESSARY. 5. STAPLE WIRE FENCINJG TO THE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER! FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IIT INTO THE TRENCH.
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH WIRE SUPPORT
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTTROL HANDBOOK 3.05
PIPE OUTLET CONDITIONS
A A
KAN VILW
'IPE OUTLET TO FLAT
kREA WITH NO DEFINED
;HANNEL
La-
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SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMIENDED FOR
ENTIRE PERIMETER
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I PIPE OUTLET TO WELL
DEFINEDi CHANNEL
PLAN VIEW
La
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SECTION A -A
FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR
ENTIRE PERIMETER
NOM: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GA13ION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
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SURVEY:
C.I.:
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2
DRAWN BY:
JOB NO.:
PL-PLC
0409012
SCALE:
DATE:
1 "=20.0'
1 1 /16/05
SHEET:
2/4
NOTE:
CONTRACTOR TO REGRADE, SOD OR
HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED AS A RESULT
OF THEIR WORK.
(2) UPRIGHT STAKES TO BE USED ON
TREES UP TO 12' HGT. LARGER TREES
TO BE GUYED.
TREE WRAP MAIN TRUNK
RUBBER HOSE
2"x2" HARDWOOD GUY STAKE -
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND TWISTED
4" MULCH
3" SAUCER AROUND TREE
45'
EXISTING GRADE
SOIL MIX
COMPACTED MOUND TO PREVENT
TREE FROM SETTLING - 6" MIN. HGT.
UPRIGHT STAKES EXTENDED TO
FIRM BEARING
REMOVE TOP 1/3 OF ALL BURLAP &
ROPE FROM ROOT BALL.
TREE PLANTING
SECTION
NOTE:
PLANT SPACING VA
PRUNE ALL BROKE
WEAK BRANCHES.
ALL SHRUB BEDS
EXCAVATED OF ALL
TO REQUIRED DEP"
W/ REQUIRED SOIL
MULCH TO BE 3"
COMPLETELY REMO'
STRINGS, RIBBONS,
TAGS FROM PLANT.
REMOVE TOP 1/3
BURLAP FABRIC AR
ROOT BALL.
SCARIFY ROOTS O<
BOUND PLANTS.
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
SECTION
PLANT LIST
MIN.
48"
3"
45'
�• \8" \ Ex. MH
V. RIM=646.80
/ Ex
/ \ INV. ln=641.02
O INV. Out=640.84 Ex. Signs \
Ex. IN V 647.15I k, \ \ \ \
'0 � \ \�\ 1 \\ \
ExPp
\ \ 8\
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD BEARI
CHORD
C
258.32'
1 82' 17'42"
179.85'
157.15'
N87' 15'41 "W
.68'
C2
63.02'
1 20'05'37"
179.70'
31.84' j
N35'59'43"W
62.70"--
SAWCUT EX. \ \
PAVEMET
/ \ 9
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Ex.
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Ex.Fh
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Ex. MH
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PROP. PARKING 0
FACILITY ADDITION \ I 12 PL (4 SPACES)
I IEx,
Canopy
Ex. INV=
1g 636.13
I AR E�x Yard Inlet
/ Top=645.15 \ �s RIM=02,05
MATCH Inv. 642.\� �\ Ex. \� t� INV. In=620.72
07 \
EX. CURB l ,��I g \ \ INV.Ouf=620.50 \
\ \ .
Asphalt \ \
Ex. Yard Inlet `\
\
I ( Top= 645.19 Ex <" X.
✓ \
` I Inv. In 641.47 I \ ` HDCP
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�Q lnv. Out= 641.47 C/0 s� Parkin \ \
I \
NOTE:
SAWCUT AND REMOVE`\ F}
R, Ex EX. CURB AND ASPHALT
�• \` \ `\� ❑ \ PVMT. TO LIMITS SHOWN.
y Ex. h INSTALL NEW CURB AND �6
Ex. INV I I Ex' \ SHOWN. \ \
Asphalt � Parkin \ ASPHALT PVMT. AS 0 m� \
640.04 I \ 19 i \ SAWCUT Ex 6" \
` I ! \ LIMITS G. V.
` I L� �\ Ex. CURB / \
1 h k I I \ I 3R�\ \� (l B.R.) Ex. 8" \ \
Ex. Sidewalk \\ / . G. V. `\\
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Ex. Adult Care Facility I \ 30'R \\ \
#549 I I Ex. on X.
I ( FF=645.79 \ Tree Ped 15'R \
1 T
EX. \ / Ex. \ _If � Ex. CURB \\\
Fh (T)P.)
( Conc. I Conc.
00 (T. B.R.)
\ \
Pad \ Padto
\
A
EEx \ \
V. " �� Asphalt
0 8. 1.9511 ACRES 119.77' (T.B.R.)
\t ROSE MEMORIAL
i f
i . \ FOUNDATION .
i I = .
F.F. 645.79 � SAWCUT ^� 3.7 R
R.F. = 635.64 LIMITS
II Ex I MAIN FLOOR AREA: 12,323.35 Sq. Ft. AR �. \
Courtyard �, o,. o
5 \ ,\
II I Area ( I _ Ex. Conc: \\
I Ex. Pod (T B.R.)'
I IvN
Parking ,
PROVIDE (7)
Ex. RISTALLS
EP
spaces xw 11 — NSITI0 xShPAKING
Patio (Tap.) COURTYARD - PROP.
`\\ ` \
SITE
1AREA v N \i, ,RETAINING PROP.
J W WALL with oo- (21)PL
PROP. HDCP _ GUARDRAIL AR umpste
ff I o 0.00' C nc. 2.5'R . 0/ • . _ .5 ' \
1 I W p �o . c,•.
' Existing cn �. A on
IIBasement Area 27.29' 15' --10'-i.0'- 15 (TB
Ex. Meter • i p pQ' p
r-- �ault 70
FF-635.64 ` `L' . Q� go ROP.
" - 4- I PROP. HDCP 2 .8T 1' /� 2' CURB \
p� O CUT \ Ex. 8 n } o RAMP (25) PROP. HANDICAP RET -PROP. O PQ� 6'i�1' NDC
G.V. j RAMP AREA (SEE
LAYOUT DETAIL a'
�G
Ex. 8" 3.33' �' BUILDING ADDITION ON SHEET:2) 1. GO J (2)6'-8" GATES
1 ---25.00
G. V ' STORIES I :. o� \
`I j AREA: 6 208.00 Sq. . Ft. per r FLOOR PROP. SITE
12.25' RETAINING • . P �7'' - O
TOTAL AREA: 12,416.00 Sq. Ft. WALL with
F.F. = 645.79 GUARDRAIL Q ��' ',�0 AR 1' N
\ (A .77' PROP. 64 50.85' ;
w USE. ADULT CARE FACILITY STOOP TR NS TION / _ 3' GATE',
o ca
\ ` o o ((;; \ PROVIDE (4) 0 9'WIDE x 20'DEEP PROP. 3'
Oj _ cn CONC. WALK
4, PARKING STALLS
L—
'S6' 109.22'
' t
77' •-8 24' - 8'--- --1015' ---10'- 15'--10'-- 15' —10' 15
147.77' %�
Ex.
O'S � Vegetation
+ (T. B. R.)
\ 06 Ola� \
+
i
� r
N i
AR I Ex. Wooded Area
\ C1*_ ° AR 35 BRL "' To Remain
°
AR
i
PROP. 10'x 12'
CONC. DUMPSTER PAD \
IW/ 6' BOARD FENCE
bj
+I
i
° ; SLOPE STABILITY:
x / JUTE MESH (EC-2) SHALL BE
\ PP ° AR qRo AR AR INSTALLED ON ALL SLOPES I
\ ° GREATER THAN 3:1.
0' +
�.N7RES"
'fee
``
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
12
Acer rubrum
Red Maple
2" caliper
As Shown
PL
38
Prunus lourocerasus 'Otto Luyken'
Otto Luyken Cherrylourel
36" height
3' O-C.
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
TREE CALIPER SHALL BE MEASURED 6" ABOVE GRADE
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20
60
SURVEY:
P-L, P.L.C.
C,I,:
2'
DRAWN BY:
JOB NO.:
- 20 ft
PL-PLC
0409012
SCALE:
DATE:
�-
1 "=20.0'
11 / 16/05
��
SHEET:
3/4
1 -
I
I
-
1 i
CERM R0TIED . WAY EE
ft
OESS THAN O
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WOO.4,f OR RATTER
I
J'MAIL STE04M THAN 4-1
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-: TAP SOL FRMLY
JUICTHIN SLOT
NAM �
WIL RETOMON MAT
w
PLAN STAPLING ( DIAGRAM
NJCIOR SLOT Qk
-o
TAP SOL FIRMLY
'{
rurcTlDl+ sLor -�
A
CHECK SLOT ,Ai'�
� Fa.o ANCHOR SLOT
A � -
TAP SOIL MLY
WAX. TEWNAL FOLD
1AW OA. *F.Y `TAW SOIL FI I&Y
CHECK SLOT JUNCTION SLOT
Ust
t�MATE
-{••- r To r'
200 STAPLES REAMED
PER 4' x 225' ROLL.
Z AIaNOR SL0T5. J1M1C710N SLOTS NO
CHEgC SLOTS TO 0H 01 e' TO 12'
AND VARIME.
s NAIL $PAGRIC C C C}ECK SLOTS
Do SLOPE 4X OR LESS 54'SLOPE
SLEEPER TIiIN 4L
4. STAPLES FORTED FROM NO. B STEEL
MIRE S' STAPLE M AM LENGTH
roR SANDY SOIL $" STAPLE 10" M
XTE We
LENGTH FOR OTHER SOL.
LOAM! OF PAYIdT TO EIE SWAIRE YAW OF PROTECTIVE COVERNO CWPLETE N PLACE. J. AUTE IESH OR SOL RETENTION MAT IN ACCORDANCE WITH THE SPECIFCATIONS
PROTECTWE COMOD 5 TO BE LOCAT D AS MrATM ON THE M06 N ACCORDACi MAY R USED AT THE OPTION OF THE CONTRACTOR.
7PfTN TEE OMEHFIONS SPEW Cw TYPICAL SECTION.
L'T-TOP"-TAPLCS OR OTHM MNIEACTtIiI " OESI.IN APPROVED BY THE ENOT ELR MAY 4. 4 04 S FEETWIDTH Of TTI1fA WY VARY FROM {MIAA OYENSgN BY INCREMENTS OF
BE =WM/fW FORM STAPLES SHOWN.
5. FOR SOURCES OF APPROVED MATEM& SEE VDOTS APPROVED PRODUCTS UST
FOR STR. EC-2 MATERIAL.
SPECIFICAIM
PROTECTIVE COVERING INSTALLATION CRITERIAMID
244
M.� VRGNA OEPAR`nIENT OF TRANSPORTATION we
9"
2x4 TOP RAIL
1x6 BOARD,
FRONT & BACK
TOE NAIL EA. 1 x6
W/2-8d(EA. RAIL)
2x4 MID RAIL -
6'
5'-9"
8'-4x4 POST ® 8' CC
2x4 BOT. RAIL
ATTACH RAILS TO POST
W/3-1Od(EA. RAIL)
6"
-Ir-
12" DIA. POST HOLE,
FILL W/CONC.
IE PRESSURE TREATED YELLOW PINE NO. 2.
BE HOT -DIPPED GALVANIZED.
_ FACE ADJACENT PROPERTY.
CONSTRUCT (2) GATES SIMILAR (AS SHOWN ON PLANS).
PROVIDE GATE LATCH.
PROPOSED DUMPSTER FENCE DETAIL
NOT TO SCALE
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
�'�
0°0°0°0°0°0°0°0
CONSTRUCTION
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ENTRANCE
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°°°°
3.05
SILT FENCE
SF
X X X X
3.18
OUTLET
OP
coo°o°oo°n°Oo°
°O°OO�o°oo�0000a
PROTECTION
3.30
TOPSOILING
TQ
TO
3.32
PERMANENT SEEDING
PS
3.35
MULCHING
®
MU
/ '00000 �.
Ex.
Signs /
Ex. 8"
G.V.
Ex. MH
\ 6RIM=646.80
INV. In=641.02
/NV. 00=640.84
Ex. INV
647.15
PP / // \ \ \\ / a:
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
C 1
258.32'
82' 17'42"
179.85'
157.15'
N87' 15'41 IV
236.68'
C2
1 63.02'
1 20'05'37"
1 179.70' 1
31.84'
1 N35°59'43"W
62.70'
J 00 6
`D J Ex.
o ,. Asphalt / �\ �+
I i% I Ex. I �� 0\\
Ex MH \ \`�` /J;X\\ \ \ �' / ���` \ -AA G NOTES
ENGINEERING REPORT SHALL BE REQUIRED FOR THE
Abandon COMPACTION OF FILL MATERIAL. THIS REPORT MUST ALSO INCLUDE A
Ak6,
TO PS U / w�l' 1 p "� l \ I \\ \\ SLOPE STABILITY ANALYSIS TO ENSURE THAT THE FILL WILL NOT CREEP
60 j\\ \ \ \ /'i°oC� �\ OR SETTLE OVER TIME.
Canopy
�rEx. Yard Inlet £x. MH ,1632
Top= 645.15 I I \ �� \ \ �. \ \ \ \ \ c\ - - - - \\ \\ �� a'S� rollrrs o.72
In v. 642.07 L_ _ _ , - \ \ \ \� ♦ \ \ \ Ex.
IN
V.Out=620.50 \
` Sign \
Asphalt rj1'. \ \ \ l
Ex. Yard Inlet����
Top=64519 I Ex. \ t �C< \
(Inv. In 641.47 I C/0 \ s. \ tHDCP =� \ \ �� \ \ \ \ \ \\ N628
Inv. Out= 641.47 \ __Parking�\
all
J - \ \ \ \ \ \ \\`9+ , 626
I \
Asphalt ( I - - - - Ex:
640 r \ fl I I r - -►r \ \ Parking \ \ \ \ \ \ < -Ex- 6- \
L------� \-J- -�\``\ GV
_ _ '
Ex. Sidewalk �` \ ` _o o° or\ \ \ \\ \ \ \ / / EG.
\ I I I I r \ X-
Ex. Adult Care Facility \ \� 1 o . 101 O \ \ \ \\ \
1549 �- - - - - - -�- - ` \\ I Ex. Con% \ \ p 0 0 Ex.� \ \ \ \ \ \ \\ \ \
( FF=645.79 I T I \ L Tree I2afl , o ° p an o .. n \ \ \ \
I \ \?� \ o0 0
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_ Ex \ \
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fh Pod -- _ ` _�, \ Pais
//Ex. 6" I ( I I NOTE:
THE CONSTRUCTION r - - - \ \ \ \ \
1.9511 ACRES ENTRANCE SHALL BE I �620
I70 LONG, MINIMUM. EL ROSE MEMORIAL
\ �\
i i
FOUNDA TION II SAWCLtr-....
F. F. = 645.79 k - -i I Vmffs 1
1 r I I y - - - - - - - - - -1-I (
B.F_= _635.64
Ex. oa0oe°o . -\
\
\ �' �\
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\
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00ap\ 0140
Ex Op °qp 0%0
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(5 spaces)
rC Patio a.LI =21.
\
rT
SEMr fORCE WIMI
\ \ I Existing �' 44 4 .S 1.7 N to
�__ 44.9,E �. ' . Mei+ Basement Area I . / 0 6ry
\ \ II FF=635.64 yy w --. 0 ° / \
Ault 1 1 `!. I f % . 0 0 �k
\ \ - r, I oo
\ \ Ex. 8 \ I l I //. o 0
0 0
\ \ \ G.V. i I 614--
00
Ex 45.7 8" PROPOSED BUILDING ADDITION
CO 1 / 1 \ \ \ rc G. V. 45.7 .
/ ^ \ ` i J AREA: 6�208.00 . Ft. r FLOOR .
/ k TOTAL AREA: 12,416.00 Sq. Ft.
/ // ` \\ \\ \\ \ ❑ F.F. - 645.79 / / • / / /6 \
r
eti ` // ` \\\\\y\� 35-- 35.5 USE: ADULT CARE FACILITY'• � Slope
PROP. 2�1/ / / / / i / 1 J ( lar, \
0 S M \\ W \W\ \ 35.5 4•' �4 I � in
6 ` 35.4 .5 35.3 35. / �x++i Ile
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y
2 2
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w - Ex. Wooded.,Ardo
,35 B� v v 16 Rem mainIle
y'- `r - `�I 6 y - - - y - y - - ."^ ,y , y •Y...' S G"_ - / / / / / / /
Ex.14
---
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1`SSIONAL
SURVEY: C.I.:
P-L, P.L.C. 2'
DRAWN BY:
PL-PLC
JOB NO.
0409012
SCALE:
DATE:
1 "=20.0'
09/08/06
SHEET:
4/4